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WS-18-712 Permit NO. S-3-18-7'12 OR S Miami Shores Village Permit Type:Windows(Shulttem 10050 N.E.2nd Avenue NE .I vorkCfass�calion:Window/Door Replacer Miami Shores,FL 33138-0000 PPerrnit'Statt�s:APPROVEDhF— os Phone: (305)795-2204 corcto� Expiration: 09/25/2018 1' IssudrDate.312912018 Project Address Parcel Number Applicant 10658 NE 11 Avenue 1122320280680 Miami Shores, FL 33138-2120 Block: Lot: LEANNA RODRIGUEZ Owner Information Address Phone Cell LEANNA RODRIGUEZ 10658 NE 11 Avenue (786)277-9756 MIAMI SHORES FL 33138- 10658 NE 11 Avenue MIAMI SHORES FL 33138- I Contractor(s) Phone Cell Phone Valuation: $ 15,800.00 KONSTRUCTICA LLC (786)246-2529 Total Sq Feet: 0 i Type of Work:WINDOWS&DOORS REPLACEMENT Available Inspections: No of Openings:20 Inspection Type: Additional Info:WINDOWS&DOORS REPLACEMENT Window Door Attachment Classification:Residential Final Scanning: 10 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-3-18-66847 DBPR Fee $4.50 03/29/2018 Check#: 1591 $313.10 $ 50.00 DCA Fee $3.00 Education Surcharge $3.20 03/20/2018 Credit Card $50.00 $0.00 Permit Fee $300.00 Scanning Fee $30.00 Technology Fee $12.80 Total: $363.10 In consideration of the issuance to me of thi it, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the p drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for al done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHA NDOWS,DOORS,ROOFING and SWIMMING POOL work. L OWNERS AFFIDAVIT: I certify that all the f i f rmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize a e-named contractor to do the work stated. March 29, 2018 Authorized Signature:Owner / / Contractor / Agent Date Building Department o y March 29,2018 1 i Miami Shores Village -� Building Department I MAR 20 1s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �— /n��/ Tel:(305)795-2204 Fax:(305)756-8972 /I\V INSPECTION LINE PHONE NUMBER:(305)762-4949 bfi� 'V> FBC 201 7 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ' CONTRACTOR DRAWINGS JOB ADDRESS: IC62-9 NG I AUE City: Miami Shores County: Miami Dade Zip: 33 00 Folio/Parcel#: 19&801;. Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BF'78 E:: � f'p-1 !FfIFE:: -1 OWNER: Name(Fee Simple Titleholder): LaQ116a /20d1 -6iiO4 Phone#: !8 6–Z ! / St Address: �tJ�058 ouIE–� L/ a&42 'City: Stater Zip: Tenant/Lessee Name: Phone#: Email: )KO/7 > 1 p� CONTRACTOR:Company Name::. /KO/7ST/2-"e-77e A M f `-•^ Phone#: �d Address: ,-;10 .4e,-2Rw.- City: Stater Zip: 3-3157 Qualifier Name: S 2� Phone#: -71r1P �* State Certification or Registration#: , C �5 .� Certificate of Competency#: yr' DESIGNER:Architect/Engineer: •«> .��' Phone# � Address: �� City: / State: Zip: ' Value of Work for this Permit:$ _0% 8DO Square/Linear Footage of Work: X 52. O r / Type of Work: ❑ Addition ❑ Alteration ❑ New ❑"Repair/Replace ❑ Demolition Description of Work: 11 WInd0w.r Q 3 OOf S,'k y !�A+f'Se'R..•�Kr•`,I^r•`w •f•i,ry".Y•'at '.J^k•{y"'P'•�t. e _ ` t�.�t'H''<"i��a''�a'W '• �Y`1'�' ilU i� r, �° * _n ;4 ,�^':.t['.3P ,y^x n �e4 �•p,. Spec 'color,of color,tliru tile', .,:ren, :��°�' 'i' "j" • . Submittal"Fee$t 50 t d�e". °PArmieFee$ Scanning Fee$ Radon Fee$ DBPR$` Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) E ' i r Bonding Company's Name(if applicable) I -- Bonding.Corripany's Address City State Zip Mortgage.Lender's Name(if applicable) Mortgage Lender's Address 'r City E f s *r 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..... , Y 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. 1 "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$1500 the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be.deliveied to the person whose property is subject to attachment. Also,a certified copy"o`f the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat re YI U signature Y h f 1 k ' V OWNER or AGENT ti CONTRACTOR The foregoing instrument was acknowledged before me this Theforegoing instrument was acknowledged before me this I dayof .. '� 20 /9 by ! q day of '�ttC LI __, 20 /<f by dJ2ad rwugz who is personally known to+ � � �j } who is personally known to ' me or whohas produced as "- me or who has produced r. as ,.. . ..,•t �. .. �o ,,. ., identification*and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: F Sign: La Sign: z- N. Print: Print:' Seal: NSeal: ,a"• Notary Public State of Florida •4� Mary Public State a Florida Ana Maria De Cordova • `F Ana Maria De Cordova �j My Commission NA FF2171:6 My Commission NA FF217166 Expires 04/05/2019 Expiroa 04105/2019 **#**s*ss#**s***#�s * ** r ***ss****s*r****s**s**s*r***sssrrsssr**sas*s*r**r•r**ssrs** j/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) � I S OR Miami shores Village Building Department0 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ` rea iN$°ye Tel: (305) 795.2204 LORIpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifigif&ner Signature ate Print Name 1 c - CFN:20170641585 BOOK 30755 PAGE 4078 DATE:11/14/2017 04:38:25 PM " DEED DOC 3,060.00 I HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY 1 1. a Prepared by:RICHARD A.GOLDEN,ESQ., Kramer & Golden, P.A. 1175'NE 125 St. , Ste 512 North Miami, FL 33161' KGPA File #145-17R Return-to: Laura Bourne Burkhalter, Esq. Laura Bourne Burkhalter, P'A. 201 NE 95 Street k Miami Shores, FL 33138 Parcel ID Number. 11-2232-028-0680 Warranty Deed This I> denture, Made this _ day of November , 2017 A.D., Between DAVID W. FARISS and CYNTHIA A. FARISS, husband and wife whose forwarding' address is: P.O. Box 22490, Knoxville, TN 37933 of the County of Miami-Dade State of Florida �, ,grantors,,and , tLEANNAC. -RODRIGUEZ; an unmarried woman and GREGORY M. CABANA, an unmarried man and IVAN RODRIGUEZ and VIVIAN RODRIGUEZ, husband and ' wife,: and as joint tenants with right of survivorship whose address is: 10658 NE 11 AVENUE, MIAMI SHORES, FL 33138 1 � « of the County of MIAMI—DADE state of Florida ,grantees. Witnesseth that the GRANTORS,for and inconsideration of the sum of I r ------------------------TEN DOLLARS ($10) ----------------------- DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby aclrnowledged, have s granted,bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following described land, situate, 1. lying and being in the County of Miami-Dade state of Florida to wit: LOT118,, BLOCK 4, MIAMI SHORES ESTATES,«ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47, PAGE 58, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Together with all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. I R ' To Have and to Hold, the same in fee simple forever. And,( the grantor hereby covenants with said grantee that the grantor .is lawfully seized of said land in fee .simple; that the grantor has good right and lawful authority to sell and convey said land; that the 4grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and Ithat said land is free of- all encumbrances, except taxes accruing subsequent to December 31, 2017. t, E f I I l � 1 and the grantors do hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. Laser Generated by a Display Systems,Inc.;2017 (863)763.5555 Forth FLWD•2 s l 1 d CFN:20170641585 BOOK 30755 PAGE 4079 I• Warranty Deed -page 2 Parcel lD Number: 11-2232-028-0680 r i N i In Witness Whereof,the have hereunto set their hands and seals the day and year first above written. Sign d,s led and deliver d in ou presence: { N (S�) c U'), t t N. DAVID W. FARISS tnesP.O.Address:P.O.BOX 22490,KNOXVILLE,TN 37933 Printed Name: 0 (Z CYRTHIA A. FARISS {� Witness P.O.Address:P.O.BOX 22490,KNOXVILLE,TN 37933 STATE OF FLORIDA COUNTY OF MIAMI-DADE i The foregoing instrument was acknowledged before me this / day of November 92017 by DAVID W. FARISS and CYNTHIA A. FARISS, husband and wife who are personally known to me or who have produced their Florida dr].V 3 liCeI1S as identi cation ted NJA ' Notary Vubli' r My Commission xplres: 1. Vi { KERRY DIAZ MY COMMISSION#GG 111255 WMES:June 17,2021 k ' •f'SmIad Trio Notuy Pubic UndWft ' r I ` l 1 1 145-17R Later Generated ®Dis by play Systems,lr,e,2017 (863)763-3333 Form FLWA2 � k a 9 CFN:20170641585 BOOK 30755 PAGE 4080 MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl,33138 Tel: 305-795-2204• Fax: 305-756=8972 t F Permit No REOCA0-17-2345 i Certificate of Re-Occupancy Address: 10656 NE 11 Avenue City: MiamV6hores State.FL Zap:33138-2120 ' This-certificate verifies that the reference property has been inspected by.Miami Shores V liage and has been determined to 'presently comply with schedule of regulations 'of Miami Shores land and,Development'Code pertaining solelyto.the requirement that each one-family dwelling: is used and intended to be used for,a one-family dwelling purpose only, however,athis certificate does not constitute any representation or warranty as to the Condition of the= dwelling or other structures on they premises described herein, or any aspect of Stich'condition, and interested persons:are advised :and encouraged to make f the" own inspections of the premises in order to determine the condition thereof: 4 I Bulilding Approva9l l S`h� NAf�r� � �•� t ' �/ �� I S ' c F ' k t Property Search Application - Miami-Dade County r Page 1 of 1 F 9"'01 0 OF THE PROPERTY APPRAISER F ut Summary Report Generated On:3/20/2018 Property Information Folio: 11-2232-028-0680 +s1[r �r Property Address: ' }' Owner Mailing Address _ M11M�i ^� 4•� PA Primary Zone 1000 SGL FAMILY-2101-2300 SQL= r Primary Land Use 0101 RESIDENTIAL-SINGLE ' FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,458 Sq.Ftr" Living Area 2,086 Sq.Ft Adjusted Area 2,262 Sq.Ft Lot Size 9,750 Sq.Ft " Year Built 1951 Taxable Value Information 2017 2016 2015 Assessment Information County Year 2017 2016 2015 Exemption Value 1 $50,000 $50,000 $50,000 Land Value $239,085 $177,606 $141,174 Taxable Value $75,782 $73,195 $72,339 Building Value $133,006 $133,006 $133,006 School Board XF Value $1,975 $2,000 $1,620 - - ---- - -- - Exemption Value $25,000 $25,000 $25,000 Market Value $374,066 $312,612 $275,800 Taxable Value $100,782 $98,195 $97,339 Assessed Value $125,782 $123,195 $122,339 City Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $75,7821 $73,195 $72,339 Save Our Homes Assessment Regional Cap Reduction $248,284 $189,417 $153,461 Exemption Value $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value $75,782 $73,195 $72,339 Second I Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Sale Price OR Book-Page Qualification Description School Board,City, Regional). 1 06/01/1993 $104,000 15973-3813 Sales which are qualified 12/01/1978 $67,500 10245-1397 Sales which are qualified Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 18 BLK 4 LOT SIZE 75.000 X 130 OR 15973-3813 0693 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/20/2018 F , corrn� CERTIFICATE OF LIABILITY INSURANCE °"033/19111912001818 �f .THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW: THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Beatriz Bruno NAME: Excellence insurance Agency PHONE (305)226-3900>d. F ; (305)226-3997 3801 SW 107 Avenue _=9_0. bbruno@exceflericeinsurance.net Miami,FL 33165 INSURE S AFFORDING COVERAGE NAICN Phone (305)226-3900 Fax (305)226-3997- 1 SURER A: United Specialty Insurance Company INSURED INSURER B: Berkshire Hathaway Guard KONSTRUCTICA,LLC INSURER C: 17304 Walker Ave.,Ste 125 INSURER D: _ INSURER E: Miami FL 33157- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INS'A Vo POLICY NUMBER MM DAY EFF POLICY LICY ERP LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1:000,000.00 ❑ CLAIMS-MADE © OCCUR DAMAGE TO RENTED 100,000.00 PREMISES Ea occurrence) $ A ❑ S111003B219512 10/13/2017 10/13/2018 MED EXP(Any one person) $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE I s 2,000,000.00 O POLICY ❑ JEo- ❑ LOC PRODUCTS-COMPIOP AGG S 2.000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY , - SINGLE LIMIT(Ea accident) $ , ❑ ANY AUTO BODILY INJURY(Per person) $ ` ❑ AALLLTOS OWNED ❑ SACOEDULED BODILY INJURY(Per accidentS ❑ HIRED AUTOS ❑ AUTOS [PRO per PP,ER_ DAMAGE _ ❑ ❑ - $ ❑ UMBRELLA LIAR [:]OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ _ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONElN 1 E El OTH- AND EMPLOYERS'LIABILITY Y I N ER ANY PROPRIETORIPARTNERIEXECUi� E.L.EACH ACCIDENT $ 100,000.00 B OFFICER/MEMBER EXCLUDED? t • i NIA KOWC853562 11/08/2017 11/08/2018 (Mandatory in NH) y E.L.DISEASE-EA EMPLO $ 100,000.00 If yes,describe under i DESCRIPTION OF OPERATIONS belay E.L.DISEASE-POLICY LIMIT $ 500,000.00 t DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) GENERAL CONTRACTOR CGC 1525419 - �f CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE,AB ESC ED POWCIES.t3E CANCE RE MIAMI SHORES VILLAGE THE EXPIRATION DATE O OTICISIO.L BE D D IN ACCORDANCE Y WI . O PROV S S. BUILDING DEPARTMENT � 10050 NE 2nd AVE AUTHORIZED R77�_ fE MIAMI SHORES,FL.33138 FAX:(305)7568972 © 2 CORD CORPORATION. All rights reserved. ACORD 25(2014101)QF Th RD name and logo are registered marks of ACORD i ji*10"PE STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ; (850) 487-1395 ," 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 t AVERHOFF, LUIS ENRIQUE KONSTRUCTICA, LLC 18720 LENAIRE DR MIAMI FL 33157 k Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range C STATE:OF FLORIDA i from architects to yacht brokers,from boxers to barbeque DEPARTMENT-,OF BUSINESS AND - , 4 1 restaurants,and they keep Florida's economy strong. PROFESSIONALREGULATION Every day we work to improve the way we do business in order 1 66C1525419 '" = 4 SSUED '09/28/2017 I to serve you better. For information about our services,please , to onto www.myfloridalicense.com. There you can find more CERTIFIED GENERAL CONTRACTOR: information about our divisions and the regulations.that impact - -AVERHOFF,LU15;ENRIQIJE you,subscribe to department newsletters and learn more about I`.KONSTRUCTICAxL LCA- '"'r'�y "-" ` the Department's initiatives, a o *: 'R 'N�~�I "�.,�:r.n-rr�--,tip •�, _ t Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can ► "<_�'� _' �°' '.:�M•' .�a. • serve your customers. Thank you for doing business in Florida, 'r °'IS"CERTIFIED under the„provisions 6f"6i;.499 Fs., ; a r and congratulations on your new license! :AUG =. lxp'A� cia�e 1709280002034 DETACH HERE _ -RICK SCOTT GOVERNOR JONATHAN ZACHEM,SECRETARY STATE OF FLORIDA w _ ... DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION. ,; CONSTRUCTION INDUSTRY LICENSING BOARD CGC1525419' w sF= •7 :,, - ti ` t� F The GENERAL CONTRACTOR y ' r ;`,_Named below IS CERTIFIED wa 1. Under.the:-provisions'of Chapter 489 FS. ,. `Expiration date:'AUG 31 2018 ` rt,+'f .x ,sir.c .�� "+,- 4.. �. ... # a •. M"!` �' �.,� 'mss'. ,. .. ,. ,:+... r - � .. � .c:: y`•, � w, "1AP�'^�a#°�4' +« �� t >F..: t "� -,H .. J�.+�W ,:-nv �cap. .�,% S'-.�"d' �R1 �4 '� ��`i K•• 1s �f. ,� .� �,°s. . ” AVERHOFF, LUIS ENRIQUE ' KONSTRUCTICA,I.LC � ,�, " •. � R�18720'LENAIRE DR,_ e,-,- M°-sw.,., ,�-�- "y"3; , �";�'��:.`N`'•;`�M 4 #>`.� MIAMI. ,1. FL 33157✓ . . �- �' 'r�,r�aN n��,: -r'�'�.,.r+'- �..y?J,-��a+..t ,r.� ~'yam ��l�P'�irtt'h1lr- �pC'�. '°, 'y�� `' -• � ?i } .,+ r.r ..ter'#" ,w j+-,+._::-y,«'*, '. s' �� „_...G_t..t'.-,'-4 '"h.'."•'w*.�.w.'"'� 'Rh 1"4 '�. t��tT"t.. 'V,l-�+"� "lc:, ' 'S. �5 ., `( . r {+�' s '•+'- Mw' Yr+,N`NMtf H' ,.3 .%'^'TP..6.... <�+. Y�V..-tiw.....�..:..,.::.%wR.a.Ja w.. � �J..��bt.. r � 1.�.0 4 l.N 1%.t; ISSUED: 09/28/2017 DISPLAY AS REQUIRED BY LAW SEQ# 11709280002034 4 ' - f j i i 001780 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY LBT 7233896 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES KONSTRUCTICA-LLC NEW SEPTEMBER 30 2018 ,17304 WAiaCCR'W.#:125,w-.�, '7519572 Must be displayed at place of business MIAMI FL331-5'T-' Pursuant to County Code Chapter 8A-Art.9&10 t OWNER SEC.TYPE OF BUSINESS it KONSTRUCTICA LLC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED C/O LUIS AVERHOFF PRES CGC1625419 BY tax COLLECTOR Worker(s) 1 875.00' 10/18/2017 - -CREDITCARD-18-002777 This Local Business Tax Receipt only confirms payment of the Local Business Tex.The Receipt Is not a license, permit,or a certification of the bolder'squslifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT N0.above must be displayed on ell commercial vehicles—Miami-Dade Code Seo 8a-278. For more information,visit www.miemidade.aovhaxcolieotor ' I j . e , } 1� 1 WIND LOAD CALCULATION for ; O. NEW WINDOWS for: / LEANNA RODRIGUEZ 10658 NE 11' AVE " MIAMI SHORES, FL 33138 qz = 0.00256 KzKzt Kd V 2 i a�:, , a I ` H= 1,21-011 � Mr j � i1 � ' 3� •••• EXPOSURE.-.0 V=175 MPH .� �,= t�"'��•�� 1 - ...... � Kh= 0.85 • Kzt=1 .00 y ••.... Kd= 0.85 .. .. ).... ..... qh = 0.00256 (0.85) (1 .00) (0.85) (175)2 • •• •••.: 1111• 0.9 0 qh = 56.57 PSF •• . - k W=qh (Gcp +/= Gcpi) r' 1 P= 0.60W , 0 1 0 P=qz (Gcp +/- Gcpi) + P=qz (Gcp +/- Gcpi) HR(111%38 3/8")XOX HR(111"x63")XOX. A= 9.76 SF A= 16.20 SF qh = 56.57 PSF qh = 56.57 PSF E ZONE 4 ZONE 4 GCP= 1.00 GCP= 0.96 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF ' W= 56.57 ( 0.96 +0.18) 64!48 PSF P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(64.48) _ + 38.80 PSF GCP= 1.10 GCP= 1.06 GCPi=0.18 GCPi=0.18 W= 56.57' ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.06 +0.18)= 70:14 PSF P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.60(70.14) _ - 42.20 PSF 11111::1714[� WIND PRESSURE ALLOWABLE \`' "`'.WIND PRESSURE ALLOWABLE + 70.00 �o �:4, •••• °�/ + 70.00 - 80.00 70.00 _„ MANUFl SIOUF-S ., C .1 '��, (y�;n 1 F,�.• x`� 8331 SW 12 TERRACE. MIAMI FLORIDA 33144 P.E. No: 20233 ld:(305)586-4776 + 1111 tl 1111 11\\ I { ,WIND LOAD CALCULATION for R O NEW WINDOWS for: 'LEANNA -RODRIGUEZ 10658 NE, 11 AVE MIAMI SHORES, FL 33138 F P=qz (Gcp +/- Gcpi) P=qz (Gcp +/-.Gcpi) HR(74"x38 3/8")XO HR(53 1/8"x38 3/8")XO A=' 9.76 SF A= 6.99 SF • . ' • qh = 56.57 PSF qh = 56.57 PSF •• • ;• . • • ZONE 4 ZONE 4 "';•• ••�•: ..••: GCP= 1.00 GCP= 1.00 ••o o* • GCPi=0.18 GCPi=0.18 ' • • • • • y. W= 56.57 ( 1.00 +0.18)= 66.75 PSF E W= 56.57 ( 1.00 +Q j$"•66.75.4pS.• ••i•' a a P= 0.60W = 0.60(66.75) _ + 40.10 PSF' P= 0.60W.= 0.60(66."5- + 40:1 ?SF. .•••• GCP=.1.10 GCP= 1.10,f :•':'; • • 13CPi=0.18 i GCPi=0.18 ••••.• "".' W= 56.57 ( 1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 +N*I=i 72.40 {•qSF• V066: P= 0.60W = 0.60(72.40) _ - 43.40 PSF P= 0.60W = 0.60(72.40) _ - 43.4 S� ZONE 5 ZONE 5 F i GCP= 1.40 GCP= 1.40 sr ` ! GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.40 +0.18)= 89.38 PSF r W= 56.57 ( 1.40 +0.18)= 89.38 PSF, P= 0.60W = 0.60(89.38) _ + 53.60 PSF P= O.60W,= 0,60(89'38) _ + 53.60 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE t + 70.00 + 70.00 O - 80.00 O - 80.00 P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) { HR(37"x38 3/8")XO HR(90"x57")XOX f A= 4.88 SF A= 11.90 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4 ZONE 5 GCP= 1.00 GCP= 0.99 ' GCPi=0.18 GCPi=0.18 W= 56.57 ( 1.00 +0.18)= 66.75 PSF W= 56.57 ( 0.99 +0.18)= 66.181 PSF P= 0.60W = 0.60(66.75) + 40.10 PSF P= O.60W = 0.60(66.18) + 3960 PSF GCP= 1.10 GCP= 1.37 t WCPi56.57 1.10 +0.18 = 72.40 PSFo`i`\/��uiii�Cl�i=af18'' ( ) �', �L Q56.5'i,( 1.37 +0.18)= 87.68 t,PSF P=10.60W = 0.60(72.40) _ - 43.40 PSS �GvN P 0.60UVS�= la.60(87.68) _ - 52.70 PSF ZONE 5 WIND PRE'SSWk ALLOWABLE GCP= 1.40 + 70.00 E GCPi=0.18 rr # Q�0.00` W= 56.57 ( 1.40 +0.18)= 89.38 P$F O( _t MAN U�I S I QUA S ' P= 0.60W = 0.60(89.38) _ + 53.60 PSF � 'I�`• ,��`� CI�/II_ 5� �uC r i.arz�L WIND PRESSURE ALLOWABLEiF�C .��` i t. `� 8331 SW 12 TERRACE. MIAMI, FLORIDA 33144 + 70.00 d �� „uui��``�� P.E. No: 20233 Id:(305)586-4776 -.80.00 WIND LOAD CALCULATION for O " NEW' WINDOWS for: LEANNA RODRIGUEZ 10658 NE 11 AVE MIAMI SHORES, FL 33138 O O 4 T P=qz (Gcp +%- Gcpi) P=qz (Gcp +/- Gcpi) ' 0000 HR(60"x57")XO y + PW(52"x57"); ." • •••• • 0000• A= 11.90 SF A= 20.60 SF •••0 • 0 • qh = 56.57 PSF qh = 56.57 PSF 000.0• •0000; 00000 ZONE 5 b ZONE 4 0.0••• • 0 ' s 0000 0000• GCP= 0.99 ' GCP= 0.94 000000- 0000• :•0 •0 • 1 • •• _00000 " GCPi=0.18 GCPi=0.18 00000' 0 :0000 .• W= 56.57 ( 0.99 +0.18)= 66.18 PSF W= 56.57 ( 0.94 +AfWw*63.35• PSF • 0•••' 0000 •0••• E, P= 0.60W = 0.60(66.18) _ + 39.60 PSF P= 0.60W = 0.60(6_t.3a):s + 38.20 POSF 0• 1 GCP= 1.37 GCP= 1.04 0 0 :000:0 •06000 GCPi=0.18 GCPi=0.18 • • • 0 • •• • 5 Of • 0000•• .. W= 56.57 ( 1.'37, +0.18)= 87.68 PSF W= 56.57 ( 1.04 +0.18)= 69.010,PSFO• ' 0 0 P= 0.60W =,0.60(87.68) _ - 52.70 PSF P= 0.60W'= 0.60(69.01) _ - 41.60 PSF € f r WIND PRESSURE ALLOWABLE } WIND PRESSURE ALLOWABLE' + 70.00 + 66.80 - 70.00 - 71.30 P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) HR(37"x20")XO HR(90"x57")XOX 1 1' A= 2.56 SF A= 11.90 SF t k y qh = 56.57 PSF . qh.= 56.57 PSF ZONE 4 ZONE 4 GCP= 1.00 GCP= 0.99 GCPi=0.18 GCPi=0.18 , W= 56.57 ( 1.00 +0:18)= 66.75 PSF W= 56.57 ( 0.99 +0:18)= 66.18 PSF P= 0.60W = 0.60(66:75) _ + 40.10 PSF P= 0.60W,= 0.60(66.18),= + 39.60 PSF GCP= 1.10 " GCP= 1.37 GCPi=0.18 GCPi=0.18 W= 56.57 ( 1:10 +0:18)= 72.40 PSF W= 56.57 ( 1.37 +0.18)= 87.681 PSF t P= 0.60W = 0.60(72.40) = 43.40 PSF p 0.60W = 0.60(87.68) = 52.70 PSF I. � 111511:111111////, � ,. WIND PRESSURE ALLOWABLE v/gWIND, PRESSURE ALLOWABLE , + 70.00 � ;`w��h 70.00 - 80.00 'Q? '�\�' - D.DD -MAN UF-151 OUF-S S-`A-c 8331 SW 12 TERRACE. MIAMI,FLORIDA 33144 P.E. No: 20233 ld:(305)586-4776 '''1111 11111111111`1`11 , Y ` WIND LOAD CALCULATION for O o NEW WINDOWS for: LEANNA RODRIGUEZ 10658 NE 11 AVE MIAMI SHORES, FL 33138 I O O P=qz (Gcp +/- Gcpi) } P=qz (Gcp +/- Gcpi) HR(37"x38 3/8")XO HR(37"x26")XO • • •••• • A= 4.88 SF A= 3.34 SF •••• • • • • qh = 56.57 PSF qh = 56.57 PSF •••�•• 00 00 •s••: ZONE 4 ZONE 4 ••�••• • • GCP= 1.00 GCP= 1.00 • • i•go •• • 1. •••• GCPi=0.18 GCPi=0.18 • •• 00:00 0000•• •a•• ^ W= 56.57 (, 1.00 +0.18)= 66.75 PSF W= 56.57 ( 1.00 +"Nw•66.75••P0%g• 00000 0000•• P= 0.60W = 0.60(66.75) _ + 40.10 PSF P= 0.60W = 0.60(66,70:! + 40.10 .PSF •• GCP= 1.10 GCP= 1.10 • • i�••i• ••••:• • • • • GCPi=0.18 GCPi=0.18 0000 i •• • •••••i W= 56.57 ( '1.10 +0.18)= 72.40 PSF W= 56.57 ( 1.10 +0.18)= 72.4 g?%• • • P= 0.60W = 0.60(72.40) = 43.40 PSF P= 0.60W = 0.60(72.40) =F-7'-43.4 PSF WIND PRESSURE ALLOWABLE WIND PRESSURE ALLOWABLE L. + 70.00 + 70.00 " - 75.00 - 80.00 r I P=qz (Gcp +/- Gcpi) P=qz (Gcp +/- Gcpi) FD(3'-0"x6'-8")X FD(2'-10"x6'-8")X A= 20.00 SF A= 18.90 SF qh = 56.57 PSF qh = 56.57 PSF ZONE 4' ZONE 4 GCP= 0.95 GCP= 0.95 GCPi=0.18 GCPi=0.18 W= 56.57 ( 0.95 +0.18)=" 63.92 PSF W= 56.57 ( 0.95 +0.18)= 63.92PSF P= 0.60W = 0.60(63.92) _ + 38.20 PSF P= 0.60W = 0.60(63.92) _ + 38.40 PSF GCP= 1.05 GCP= 1.05 GCPi=0.18 GCPi=0.18 j W= 56.57 1.05 +0.18 = 69.58 PSF E ( ) ` W,,�It56.57� •( 1.05 +0.18)= 69.58 PSF P= 0.60W = 0.60(69.58) = 41.60 PSF ��`�•�. P=•0`60GV)_;10':60(69.58) = 41.80 PSF WIND PRESSURE ALLOWABLE ;°�J.•\GC�WIND•PRESSVE ALLOWABLE + 70.00 �' + 70.00- - 75.00 0.00- - 75.00 X10• �J - 75.06 c , FTG `�. �I AN UF-I SI QUF-'S '�ii/l��n -.. ••••CC•�"\��G I�/II- �-I�I�LICTL�t�/-�I_ iuilltll��`` 8331 SW 12 TERRACE, ulAul,FLORIDA 33144 QNP P.E. No: 20233 lel:(305)586-4776 b MiAMI•DADE MIANII-DADE COUNTY' 3 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Wind6ws Systems,LLC 8502 NW 801 Street Medley,FL 33166 r SCOPE: 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The + documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Corbtr%l Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AiA. .... •• This NOA shall not be valid after the expiration date stated below.The Miami-Dade County!roduct�enjroj Section •• (In Miami Dade County) and/or the AHJ (in areas,other than Miami Dade County) rC's' a the rigltt'td*have tl'ht**" product or material tested for quality assurance purposes. If this product or material faift18 felform in the accepted...: manner, the manufacturer will incur the expense of such testing and the AHJ may immeediafely revoV&, modify,or 00060 suspend the use of such product or material within their jurisdiction. PERA resery:: `a V y MEco Windows Systems,LLC ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C,titled'`Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9(inclusive 7.1),prepared by Al-Farooq Corporation, dated',02/13/12 and ' last revised on SEP 04,2015, signed and sealed by Javad Ahmad,P.E. •••••• 4 . . 0000 0000.. . . • B. TESTS(submitted under file#12-0402.03) •• • 0000.. .. .. 00000. 1. Test reports�on: 1)Air Infiltration Test,per FBC,TAS 202-94 • 09 0 0000.. 2)Uniform Static Air Pressure Test, Loading per FW..TAS 2Qa-94 . 3) Water Resistance Test,per FBC,TAS 202-94 •••••• 0 ••• ••;••• 4)Large Missile Impact Test per FBC, TAS 201-":09: .•• •. •'0 E 0000 0 .00. . f 5)'Cyclic Wind Pressure Loading per FBG,TAS 2M 9 4 •• 6)Forced Entry Test,per FBC 24113.2.1,TAS 2(�I- • 0 0 0.0 0 0 along with marked-up drawings and installation diagram of an aluminum Outswing Fre th*ddor, .. • ••• prepared by Hurricane Engineering&Testing, Inc., Test Report No. • HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-12-4003 and HETI-12-4027daf�u 03/16-, ' 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations`and structural analysis, complying with FBC-2014(51 Edition),prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 &-09. D. QUALITY ASSURANCE E k I. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former'E.I. DuPont DeNemours&Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(NIA) (former Solutia, Inc.) for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F F orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-1218.15 f Expiration Date: March 20,2019 Approval Date: February 08,2018 ; E-1 a c' { , Eco Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f 1 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing; Inc:, signed and sealed by Rafael E. Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. •••• 0000 0000.:. G. OTHER • P ' 0000+• •• •• 0000•,• 1. This NOA revises NOA 912-0402.03,expiring 03/20/19. +••;•• • 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. 0000 ••• " 9 0000 • ,.. 0000. 2. NEW EVIDENCE SUBMITTED, 9.9 9.9 00000 ""' A. DRAWINGS '• go •••••• A GC 4 0.9000 • 7] i 0 0 1. Drawing No.W12-08 Rev D,titled Series 600 Alum Outswmg Ent4anct]poor(,L.M j.) , ...... sheets 1 through 9 of 9 (inclusive 7.1);prepared by Al-Farooq Corpoiation,date&027f3/12 ax&. • last revised on 11/09/17, signed and sealed by Javad Ahmad,P.E. +• .00.19. • B. TESTS . 1. None. C. CALCULATIONS 1. Calculations,prepated•by AhFarooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad,P.E. , i D. QUALITY ASSURANCE e 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their'"Trosifol® Ultraclear,Clear and Color PVB Glass Interlayers",expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA)for their "Saflex Clear& Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS / 1. Statement letter of conformance to FBC 5`Edition (2014)and FBC 6th Edition (2017)and of no financial interest,prepared by Al Farooq Corporation, dated 10/04/17,signed and sealed by Javad Ahmad,,P.E. G. OTHER 1. This NOA revises NOA#15=0603.13,expiring 03/20/19. Jorge M.Plasencia,P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20,2019 Approval Date: February 08,2018 E-2 { a m M IAM I•DADE MIAMI-DADE COUNTY ME 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.Lav/economy Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 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 Mtuni-Djtde ComttyAER -•••••• Product Control Section to be used in Miami-Dade County and other areas where 111ow0d by t}t8 4ufority •,' Having Jurisdiction(AHJ). _ •"•'• ' •0 00 ,•'•''• This NOA shall not be valid after the expiration date stated below.The Miami-Da(fe Bounty Product Control:....: Section(In Miami .Dade County)and/or the AHJ (in areas other than Miami,Dad4i;ity)res Av&e right*••••• to have this product or material tested for quality assurance purposes. If this prp�t pr matgW fails to••*••• perform in the accepted manner, the manufacturer will incur the expense of such eWVg and ft.41N may••••• immediately revoke;modify, or suspend the use of such product or material within thaiy jurisdiction. RER .• reserves the right to revoke this acceptance, if it is determined by Miami-Dad4 CArAy Product Control....:. r Section that this product or mater al'fails to meet the requirements of the applicablabuUdi+ng cog.•*•• 9 . 0000.. This product is approved as described herein, and has been designed to comply With the Florida.Btjilding• • Code,including the High Velocity Hurricane Zone. _ _ .. . DESCRIPTION: Series Eco-Guard 200_Aluminum-Horizontal Rolling W� u - ff '�' _ indoor—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 F dated 10/19/17,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,' model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affectingthe performance df 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 G 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#15-0728.05 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 Sifang Zhao,P.E. ` MfAMWADE COUNTY tZ• NOA No: 17-1102.2 j .., , OI/�'SI�� Expir'ationiDate: May 27;201 Approval Date:'January 11,2018 Page i 1 ` i � 1 ' f Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r 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 F dated 10%19/17, prepared by Al-Farooq Corporation,signed and sealed by Javao Al;nad,P� � •••••• B. TESTS .. .. 0000.. ° 11. Test reports on: 1)Uniform Static Air Pressure Test,Loading Pdf t W, TAS 202-94 ;••••; 2)Large Missile Impact Test per FBC;TAS 2Q 9 - :00 • .... . .. 00.00 3)Cyclic Wind Pressure Loading per FBC,TQS;Q J-94 .... ••;••• 4)Forced Entry-Test,per FBC 2411.3.2.1, and J.'AS*202-94..0• 000000 along with marked-up drawings and installation diagram of an:gnpi0num horizontal . sliding window,prepared by Fenestration Testing Laboratory,'Inc., ')test R:DPavo. •••••• FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Bkas4nI P.E. :Goes: (Submitted under.NOA#14-01.tXhT) • 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;TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No.HETI-08-2226A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawir_gs and installation diagram of a XOX aluminum ' horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 { along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,'prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-08-2227, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NDA#09-0312.08) ' f Sifang Zhao,P.E. Product Control Examiner » NOA No. 17-1102.23 Expiration Date: May 27,2019 ! r Approval Date: January 11,2018 E-1 E 3 ' ' r a Eco Window•SYstems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX alumin.M •. horizontal sliding window,prepared by Hurricane En ' eering&;e ting,Inc*,*rest • Report No.HETI-08-2228A,dated 01/15/09,signed and sealeAby.QandidtgF'&nt, ; P.E. (Submitted undejapWA#09=0312108) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2QiE94 ••0 0 0 0 2)Cyclic Wind Pressure Loading per FBC, TAS'203-94 0, •' 66:00" along with marked-up drawings and 'installation diagram of a �` "aluminurn 0 • "" . 000 0000.. horizontal sliding window,prepared by Hurricane Engineering&J;r. ing,Inc„ Test •• Report No. HETI-08-2228B, dated 01/15/09,signed and sealk by dandido F.Font, ....:. ' P.E. (Submitted unde;NQ,1#09-P31I bit) 7. Test reports on: 1)Large Missile Impact Test per-FBC,TAS 201'94' • a 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 , along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc., Test Report No.HETI-08-2229, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 , 2).Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked-up drawings and installation Adiagram of a XOX aluminum a horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc., Test 'Report No.BETI-08-2230A,dated 01!15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03.12.08) { C. CALCULATIONS 1. Anchor verification calculations and structural analysis,'complying with FBC 51 Edition(2014),dated 07/08/15, complying with FBC 6m Edition(2017),dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.' 2. Glazing complies with ASTM E1300-09 Sifang Zhao,P.E. - Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27,2019 Approval Date: January 11,2018 a E-2 3 I d f b4 4 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' D. QUALI'T'Y ASSURANCE 1. Miami-Dade Department of Regulatory and,Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear,Clear and Color PVB Interlayers"dated 0l/19/b?,0e-*1tgairing• •••• on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to.Kuraray Amadcap Inc.fdr tifif;., .•••„ "SentryGlas® (Clear and White)Glass In"terlayers"dated 06/&}5,expiring on •••• 07/04/18. •••• •• • .... .. .. . ..... F. STATEMENTS •••••• •••••• •••�•• 1. Statement letter of conformance, complying with FBC 51 Edition 12014),with.FBC 6th •• � r Edition (2017), and of no financial interest,,dated October 14, 2011,prear;d.by Al....:. Farooq Corporatioin,signed_and sealed'by Javad Ahmad,P.E. .•. •••••• G. OTHER •• • 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.I.", approved on 09/03/15 and expiring on 05/27/19. i f { V d I 1 F ' i 7 Sifang Zhao,P.E. Product Control Examiner f NOA No.17-1102.23 Expiration Date: May 27,2019 Approval Date: January 11,2018 # E-3 tt o 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS �i W ao 0 090;,Interiayer 090' interlayer 11 .-,—�rosifaI'PVB Trosifol PVB -� By 'Kuraray.knerica, Inc.' By `Kuraroy America, Inc.' O CO 11-- 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS . w -* I a SILICONE. SILICONE G C 'I a z m DOW CORNING 899 z m DOW CORNING 899 O v 26 lay 26 � � 13 A77--e O �ia1M 1434 Ur O'Xf� o SETTING BLOCKS AT LAM. GLASS toW��c •••• ••••�• READ. FOR WIDTHS EXCEEDING 36' ONLY, 4' Z•O go a • • • T.GLA�SS NOTCH GLAZING BEAD L.EG TO CLEAR BLOCKS •E 'Gl' GLASS TYPE 'G2' •••••» ••• LO .• rn • 1/8' TEMP. GLASS $ •••• } d • • 5/16" AIR SPACE f Lj V•. • • ••••i 1/8" HEAT STREN'D. GLASS I � •• ••••• t 090" Interlayer " • '•• •« LAJ • • Safiex Clear And Color Glass M • • I By 'Eastman Chemical Co. (.0 V) N m i 1/8" HEAT STREN'D. GLASS S 3: MN i O K3 t n: o p ODI I SILICONE = p Z m DOW CORNING 899 _Z SERIES 6D0 (n2s CARDINAL XL g 3., z o i io EDGE SPACER co J ALUMINUM OUTSWING ENTRANCE DOOR is 6 ST. STEELM LW — STAND 1)W SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. \ ALONE SINGLE SIDELITE SEE SHEET 3. I k SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. l SILICONE LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL o \ P EE APPLY TO ENTIRE SYSTEM. / Z I SETTING BLOCKS AT INSUL LAM_ GLASS o DOORS APPRUED FOR INSTALLATIONS WHERE WATER INFILTRATION NOTCH GLAZING BEAD LEG To CLEAR BLOCKS c." N v N t O 1!5RESISTANCE IS REQUIRED. d o o { GLASS TYPE 'G3' Wc aj THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v a a � o REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA e c Del== i BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). i 1BY OR 2BY'WOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE ' DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS N n 1!2 ^ f TO THE BUILDW STRUCTURE. y a m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSc AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE PRODUCT REVISED < m v fl MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Building corrip llode with the Florida ode ``�111111t11f1� A LOAD DURA'TIDN INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. HOA-NO. 17-1218.15 ALL SHIMS TOIRE HIGH! IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Expiration Date 03/20/2019 �= � ENSF•'® �� ( MATERIALS INCUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3 i O M F 3 COME INTO Cl1VACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE By f„ 70592 = �` REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Ntlaml-Da Product ontroi NOVq �y 3 L THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Ng �j 2017 FOR A SITE SWIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY drawing no. OF STRUCTURE(RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR j�®••. T OF �� , °'•'' • W 12-08 WATER INFlLTR�TTION RESISTANCE ETC. THESE DOORS ARE RATED FOR LARGE c�i SMALL MISSILE IMPACT. �i �+• .. - �� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AN SEPARATELY, SHUTTERS ARE NOT REQUIRED. i��r ® ASL� �` � AND TO BE RMEWED BY BUILDING OFFICIAL �� t� sheet 1 of 9 1lffllii� Vo w 39 3/4" MAX. 76" MAX. 37 3/16" MAX. , m • FRAME WIDTH FRAME WIDTH FRAME WIDTH N HEAD do SILL ANCHORS i 0 a AT STILE ENDS °� z 12" (4) AT 3" O.C. 12" MAX Q la a MAX. 5" MAX. MAX5" MAX. d 1 - 5" � HEAD Imo- - HEAD HEAD 0 O 0 0 HEAD/SILL A SILL HEAD/SILL I A SILL HEAD/ - F SILL O O`"0 0 CORNERS CORNERS ��' �•` CORNERS d 0Cr w O tNh A If / \ ii O 'a -JL---- N N p a z •••• l! --- \ ---1a ---- • 0.•• 90 W I I E LOCK OPTIONS 1 I L�7 m$' ••• /I I LOCK OPTIONS j j E 17 •• / I I #1 OR #2 / I I #1 OR #2 \ H 11 �'� .0000. I I (OPTION 2 SHOWN) ai a (OPTIONi�2� Ww 0 0 0 0.••0 SEE SHEET 7.1 SEE SHEET •••••• •• `FOR DESCRIPTION FOR DESCRIPT0� •j •• ••.••• U1 o Y0 r ••••• 0000•CY UJrn iVIN IID ' at � En •••• W 00 LA II \ ii N ¢ \ II / H II v • 0 0000 0.0.00 w W t� • • • • i It 1! \ Il II o C) B i B \ / I� G Z 3L ACTIVE INACTIVE I ACTIVE 8 z�, -06 _ I �„ poaLLJ " Lo LLI M w m W SURFACE APPLIED m w w Ll co: SURFACE APPLIED SURFACE APPLIED FALSE MUNTINS OR 26 15/16" �d F7ALSE MUNTINS OR 26 15/16" 26 15/t 6" ¢zd FALSE MUNTINS OR 32 3/4" �d N DECORATIVE GRILL D,L OPG, DECORATIVE GRILL D.L OPG. D.L. OPG. 'O v DECORATIVE GRILL D.L. OPG. w 0 MAY BE USED MAY BE USED MAY BE USED 37' MAX. 37' MAX LEAF WIDTH LEAF WIDTH WZ 2 C N N STAND ALONE: SINGLE SIDEUTE o P SEE SHEET 3 FOR CAPACITY o W DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF v`'- < dtc SINGLE DOORS (x) DOUBLE (X[) d� a 2v - atD DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAM A WIDTH WIDTH HEIGHT (+) INT.(-) !� FRAME LEP"` FRAME (}) INT.(-) c 1�r e n r WIDTH WIDTH HEIGHT Co �i n! 39-3/4' 37" 98" 70.0 75.0 76' 37" 98" 70.0 75.0 o N o 0 0 �' oo � r —- PRODUCT REVISED 'm E-0 m o as complying with the Florida � Building Code NOA-No. 17-1218.15 GLASS D.L.O. DIMS. Expiration Date 03/20/2019 ®EHS ,dA�i'i w l - D.L.O. HEIGHT = FRAME HEIGHT - 11.125" - -- D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813 By °' w - D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'7/2 Mi rD roduct Control •7 o a} NOTE: GLASS CAPACITIES ON THIS SHEET ARE T OF .�` drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) o toP•••' W 2—�$ EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION Nov i 6 2017 ��`i s'S/•• "" ��`� BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05-DEC-219 ��li® 1116`11%�� sheet 2 of D9 r 1 O DESIGN LOAD CAPACITY - PSF 148" MAX- 00 v 'DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH 0 STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD & SILL ANCHORS I 1 AT STILE ENDS SIDELITE SIDt�JIE 1PIT5OUT SIDELITE SIDELITE WITHOUT I FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING CLUSTER OF (4) AT 3" O.C. Z b WIDTH HEIGHT WIDTH HEIGHT 6- (4) ANCHORS 0 ul Zd ul INCHES INCHES EXT.(+) INT.(-) 12" INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12" PZ I 24 70.8 75.0 24 70.0 75.0 70.0 75.0 5' MAX. 3- MAX. HEAD SILL ' HEAD 00,'2 p 0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 CORNERS/ F � _` A � _\ SILL --_\ Q N U , � , � , � a 36 82 70.0 75.0 36 82 70.0 75.0 70.0 . 75.0 W 37 70.0 75.0 37 70,0 75.0 7D.0 75.0 O 42 61.7 66.1 42 61.7 66.1 61.7 66.1 � o 24 70.0 75.0 24 70.0 75.0 70.0 75.0 1 It It X G 30 70.0 75.0 30 70.0 75.0 70.0 75.0 op 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 I I I I I I Q tr! ---Jl----- -�-1- I I � fxO n •••• 37 70.0 75.0 37 70.0 75.0 70.0 75.0 "-y r 2 • II I I i �W 61.7 \\ { �O •••••••••• •0•0•0�0••• 42 66.1 42 61.7 1 b • • 24 70.0 75.0 24 70.0 75.0 70,0 75.0 I�• 30 69.8 69.8 30 69.8 69.6 70.0 75.0 92 92 36 64.1 64.1 36 64.1 64.1 70.0 75.0 w --�t---== __�_`__= I t • • 37 83 3 63.3 37 63.3 63.3 70.0 75.0 w - '.!I' / I l��' I I ��' 'A d •�, m _ ••• o • ' d 0000• 24 63.3 63.3 24 63.3 63.3 70.0 75.0 i� a / 11�/ I I "� / r' O �/ �••• rn 600. • • 30 98 57.8 57.8 30 98 57.8 57.6 70.0 75.0 m w -_- 10 m o a co J 0000 0000•• --J1 ----- -L----- 1 I I co 36 53.1 53.1 36 53.1 53.1 70.0 75.0 133fi '� 00� • • • 37 52.4 52.4 37 52.4 52.4 70.0 75.0 w I I \ !I ut • m • • !I \ II / • M 0000•• 0000• REINFORCING li \ II l OP.i50 S ~zj •• • • • 0000•• AS REQD. I I ! ( I 1 OR/2 w tr �` •• • • • LLJ SEE CHART ___�}____ ___ ___= ► I > t l 11\ t l (O j0N 1 O ) _Z (/I I j II I1 t l SE SHEET 7.1 cA rn f f \ T1 DESCRI OJ--n N \ 0 0 LL �-3 m44 1 IZ 'S lL m�� INACTIVE 1 14ACTIVE g Z r c LJ I-�`\ N LLI -I v l 1\ , U) E2I I W r 39-3/4- MAX. (SINGLE) - m w E! m L SURFACE APPLIED 9 Mz UI-'- Lil SINGLE SIDELITE WIDTH SIDELITE WIDTH 76- MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4- 26 15/16- 26 15/16' _ <_/ o DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L OPG. `� v MAY BE USED 37" NOTE: N LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4- MAX. (SINGLE) 76" MAX. (DOUBLE) LOWER VALUES FROM DOOR OR SIDELITE CHART c w N N WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH °i P (OXXO) E ami i'i ? a MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 GLASS D.j„Q. DIMS. .2 ,nF D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 13.000" PRODUCT REVISED m o 0 0 o D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438- Building Code ,�7-1218.15 L c NOA-No. Expiration date 0312012019 `��-A¢ /1�� BY Mi i-Dad roduct Control 7 = ~ NOTE: _ GLASS.CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1► 1 a �®`•, E OF =•�� drawing no. AND FLORIDA BUILDING COMMISSION 1� �• top, �•: �+ 0 W12-08 DECLARATORY STATEMENT DCA05-DEC-219 ��®�IA�.�� . sheet 3 of79:), PROPERLY SECURED tts 0 1BY WOOD BUCK 2BY WOOD BUCK �9 V 9/16" MIN. TYPICAL ANCHORS EDGE QIST. OR THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD STRUCTURE 0 PENETRATION FOR SPACING , EDGE DIST. SEE NOTE SHEET 1 METAL I . - ° EDGE EDGE DIST. STRUCTURE •. I r 0 w 9 z _ LA •'' - m N O. IL I W tv W Opp p a tY a s a s G WN V N O in O_ in ppO_c� L NA3 I � 1 `r � }fit `t � � d' � W a � � O 1� ►L `• (n C.7 � 0 _i 2S Z F�,C��(HORS TYPICAL ANCHORS TYPICAL ANCHORS O —M O I AIONS LSEE ELEVATIONS SEE ELEVATIONS 0 0 0 4 N FOR SPACING FOR SPACING FOR SPACING G • • I 1 0 �� a- 11 10 N • • •••••'p • I f r--- —_--------- --_-- W9LU LL 0 • • jI WWI-DADE COUNTY APPROVEQ I j -b$ � • •i ••••• I CLIPPED MULLION i �• Q w • I I SEE SEPARATE NOA I► • • OSS H • • •000000 II Il • • 0 • 0•••• L--------- --- --....JJ •• • 0 Q • 0000•.: 0 r 00 • i 00000 ' Q 0O •� •• O ! 090 0 000••1 O • • •• •a • w W 0000•• GLAZING OPTIONS LU •� •• • • SEE SHEET 1 TYPICAL ANCHORS ~ 'd SEE ELEVATIONS 8 � Ld �• • FOR SPACING z be) to to a 1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 s M 04 = to = ° MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 000 Q W THEM TO THE BUILDING STRUCTURE. Z 3� m 0 3 z>: W TYPICAL ANCHORS: SEE ELEV. FOR SPACING w O w 1 " DIULTCON Y • • LW/4a0� r --- cn INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR BLOCKS, di 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) o�W 1-1/4--MIN. EMBED INTO BLOCKS (JAMBS) o r ---- DIRECTLY-INTO CONCRETE ti0R BLOCKS °a o c 1--1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) ° W >'--4 #14 SMS OR SELF DRILLf G_SCROS (GRADE 2 CRS) f INTO MIAMI-DADE COUNTY APPROVED MULLIONS I tOR © 33i i Zs z NTO METAL STRUCTURES (HEAD/JAMBS) ° o m p o I I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE DOOR DETAILS >- 8 I I I PRODUCT REVISED c° < I 1 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 25 I Ias complying with the Florida N STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) NOA-No. 17-121$.15 JDISTANExpiration Date /20/2019 6�NS TYPICAL EDGE :............... CE / o n a INTO CONCRETE AND MASONRY = 2-1/2" MIN. By _ _ No 7 2 a ! mi2a roduct control = INTO WOOD STRUCTURE = 1" MIN. ro _ a n -I'F"�: a.. d TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN. �� EDGE DIST. T OF �� drawing no. SEE ELEVATIONS ® '• �/� 9 1/2- MIN. FOR SPACING WOOD AT HEAD OR JAMBS SG = 055 MIN. `11 j 2,'! 7 n a CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. d '.� �'•• • R10A,.•' t THROW BOLT i W 1 2-08 PENETRATION- - - - _ - - - - - - - C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. sheet 4 of- 9 - - �- 1/4-- MAX. O V CONCEALED FLUSH BOLTS 1/4" MAX. o ` /SHIM C LEVERS AT STILE FACE O SHIM I 3 1BY HOCK N WOOD Z h 3 TYPICAL ANCHORS O b SEE ELEV. 1 S ACTIVE LEAF FOR SPACING Isf W nal. 28 13Iq iG O p` a e 24 • 0 � - TYPICAL ANCHORS O t1 N ti W 9 SEE ELEV. V LLr a y� FOR SPACINGCY p - - - W - 0a0Q $ g 23 19 0,0 n ••••� 25 EXTERIORsees i9 D.L.O. IL TO • • •' METAL STRUCTURE :~ �Bq •• •i SEE SPEC SHEET 4 2 - W •••••a 37" MAX. LOCK OPTIONS z p• r • - LEAF WIDTH 11 OR #2 � � •••••� 39 3/4" MAX. (OPTION 2 SHOWN) SEE SHEET 7.1 N •• ••••• SINGLE DOOR FRAME WIDTH FOR DESCRIPTION 1/4" MAX. � �,j•i � ••• ••i•• SHIM • 0•00[if in •••.•M 1/4" MAX. C • • SHIM CONCEALED FLUSH BOLTS E `d • 1004 •• 3 LEVERS AT INSIDE FACE OFSIILE CONCEALED FLUSH BOLTS 28Y WOOD B K • •'•' TYPICAL ANCHORS _ LEVERS AT STILE FACE OR ••••• SEE ELEV_`•` EE NOTE HEET 1 W L u ::see • FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF z CD N L M7 01 26 13 26 - So O 000 rrI a' 24 _j o`no Z_ 3� m _ W p z W ItLj UJ UJ U W W I a 23 25 TYPICAL ANCHORS SEE 1 19 a D.L.O. 11 t0 D.L.O. F R SEP CING t o LOCK OPTION #2 LEAF WIDTH EXTERIOR o �, N LEAF WIDTH -a W M o c(L a '� w 76" MAX. m �'La DOUBLE DOOR FRAME WIDTH °� $ 2 POINT LOCK ASSEMBLY—\ POINT LOCK ASSEMBLY N a C om � �is .; INACTIVE LEAF ACTIVE LEAF g o 0 PRODUCT REVISED < m o as complying with the Florida 26 Building Code NOA-No. 17-1218.15 -Expiration Date 03/20/2019 �� '' 'V►GEN3�` i -� II .7092 By MlamfrD Product Control i OF '� drawing no. EXTERIOR %,�s��® W12-08 DOOR DETAILS ��L LACK OPTION #1 !/!!!1{11111 sheet 5 of 9 j TYPICAL ANCHORS w SEE FOR SEPAOiNGNS 1/4" MAX. a 1/4" MAX. 0 N EDGE ST. . _ SHIM SHIM m m �• �.,' a 1BY TYPICAL ANCHORS WOOD BUCK O SEE ELEV. -Z q J I �:, n I FOR SPACING 16 Q IL .• , to � 0 � � m U ON aIL C1LLI G7 C 4 cn °• a _ >t9 2 d TYPICAL ANCHORS a Q Q a p w , SEE ELEV. 0 G V • FOR SPACINGLL,J G • •...• .. . dd'Z� 0000 •••••s 14 EXTERIOR ° IL • . . •' D.L.O. �Zn•�M,] •• •• ••••• QrZCOS • METAL STRUCTURE •••• SEE SPEC SHEET 4 42` AT 86" HT. •• •• 37` AT 98" HT. = •�• a •• •••••j MAX. SINGLE SIDE ITiE WIDTH • e •••• • • 0000•; �• • •••004 0000 00 • L+J • • • C 00000 ••••i GLAZING OPTIONS REINFORCING }- • • :00460 SEE SHEET 1 O J12 SMS O 18 AS READ. �j (n LI w 1/4' WX. H AT 5` FROM ENDS SEE SHEET 3 � • • SHIM . AND 11 O.C. MAX _ m = Q'i 5 6 3 r M r Q M x � wW �.. 16 Z_ � a� 16 c w W 26 D o a v W -1 3 j,l 00 M j i 3 . pL Lu TYPICAL ANCHORS w ' • --- L- 12 v i SEE ELEV. .c� ? z FDR SPACING ,� o xn In U p n 23 N • i4 15 25 oa D.LO. . 19 9 D.L.O. 4 4A EXTERIOR LEAF WIDTH z 0: n 39 3/4` (SINGLE) SIDELTTE WIDTH 76" (DOUBLE) c u NH N ao MAX. DOOR FRAME WIDTH o 0 N o 0 o i o a a f 2 = cmc p OMAX. UNIT FRAME WIDTH EN v, PRODUCT REVISED i as complying with the Florida o M 22 Building Code _ 7 NOA-No. 17-1218.15 a Expiration Date 03/20/2019 4oj ••• . °' - a ' ' ' ° `'• B A OF � drawing no. a TYPICAL ANCHORS Miam 'Product Control €;�4 i QR P•,. �� W12-08 EDGE DIST. SEE ELEVATIONS SIDELITE DETAILS NO 1.6 201 '',�`��'A®.. �� FOR SPACING 11111101% � sheet 6 of 9 i ITEM PART ¢ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARI{S (L V W 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - '!~ o 2 E602 - FRAME COYER 6063-T6 N " 3 E603 - DOOR FRAME JAMB 6063-T6 - Z g 4 E604 - SIDEUTE TOP do BOTTOM FRAME 6063-T6 - 0 z a 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - S :� H 0. IF 5 E605 - SIDELITE FRAME JAMB 6063-T6 p ti a 0 �ON`. v V 6 E606 - SIDELITE SUP ON JAMB 6063-T6 - a W'N 7 E607 - LEAF TOP do BOTTOM RAIL 6063-T6 - C19 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - H M 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - V 9 E609 - LEAF HINGE STILE 6063-T6 - a 10 E610 - LEAF LOCK STILE, 6063-TB - f1 D D 11 £611 - LEAF ASTRAGAL STILE 6063-T6 - a Z O N ••••• 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - �• C •••• •••••• 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG ui z P • •• 13A E613 - HINGE BACK-UP PLATE 6063-TB 12' LONG • 14 E514 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - ~ • • 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - • • •••••• 15 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - p 16 E616 NAP- SCOVER 6063-T6 - ��j •i • •.••• Es• �, ...... 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN •••• m • s • 18 - AS READ. SIDELiTE MULLION REINFORCING 6063-TS - L3 V1 i • 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. • • 00 • • 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN 6c ASSOC. N W :•:• •••••• 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN do ASSOC. z Lwjy .22 112 SMS AS REAV)D. FRAME ASSEMBLY SCREWS - - � _ 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS s N M 24 - - 3/8- DIA. THREADED ROD STEEL - © I90 w 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAS Z sy 26 E20618-KN-3020 - BULB W'STMPPING SANTOPRENE EPDM o Z p 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFA13 `g N 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. U 29 E822 - FLUSH BQLT CUP NYLON g 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2' X 4' LONG EPDMAT 6' FROM EACH END, DUROMETER 80±5 b I 35 - 2/ LITESETTING BLOCK, 1/4' X 3/4" X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 09 SEALANTTS: ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. p N ClO d OJ tC o m j 000 .- 0 ca m c> o `,itttilill��7/ PRODUCT REVISED �� °�_v�� o as complying with the Florida' T m Building Code r o t NOA-No. 17-1218.15 _ 70592 -_ a _ b Expiration Date 03/20/2019 - 6 o a BY �' �® A O� •� drawing no. mla -0a roduct Control (Z :1 q6 2017 W1 2-08` (Sheet 7 of:9D i 0 LOCKS: w ao OPTION J1 OPTION 2: o N ACTIVE LEAF: ACTIVE LEAF: Z w-� 3 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE 0 (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4- FROM BOTTOM 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON W �i QI AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM 80TTOM 13. a THROW BOLTS ATTACH® TO LOCK BY 3/8- CONNECTING RODS 990,,-10 LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY GING FN & ASSOC.'-ASSO HEAD 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL iL � LU INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE it c t u. 2 POINT LOCK ASSEMBLY 13Y 'INTERLOCK USA INC.' LOCATED AT 10-5/8' FROM TOP AND BOTTOM 0 8 sn 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) �8-32 X 1/2' FH MS � D�m -HEAD AND FRAME_ SILL Y _ C CC n THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS INACTIVE LEAF•. - r LOCK LOCATED AT 42-1/2' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' Q 0 Z O 0000•••• 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACEn - OF LEAF ST1LE LOCATED AT 10-5/8" FROM TOP AND BOTTOM � am0 • •••, •••••• _ i • . LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS .�u' C� " ••••i ••••i• I i t I I •• •• 0060. - o •• ..... I II ••. 00..00 LLJ U3 + �Lid. • .... I •�. I I '%. �%. 53 1n LI 0000 • I �� a W �Co I I I X/ Q 0 °OU L. ODD � z>-' o `a N� Ip a w �� ACTIVE I INACTIVE I I ACTIVE ACTIVE INACTIVE ACTIVE cn m W p u Cp N N a 00 q a api Cl Gp cmv o o PRODUCT REVISED > as complying with the FloridaBui HINGES: NOTA-No Code 17.1218.15 ��1t1 ��iN 3-1/2- X 7-5/8" X .122- THK. EXTRUDED ALUM HINGE _ Expiration Date 03/20/2019 �;••uCENSF /moi o- -- PART #FD-107 BY SULUVAN & ASSOC. ByI •m a 3 HINGES PER LEAF Mi O. n a Ma i-D a Product Control BOTTOM HINGE AT 10-1/4- FROM BOTTOM e r TOP HINGE AT 11-3/4' FROM TOP �.�; �- o CENTER HINGE AT MtDSPAN (38' O.C. MAX.) " HINGES FASTENED WITH f10 X 1' FH SMS e r t A OF • �(/� drawing no. (5) SCREWS AT HINGE STILE tyj 0 °' � 0.00• • pP••'59�� W12-08 (6) SCREWS AT FRAME JAMB '��151�®��I t �``` sheet 7.1of 9 [-1.750-14.000 V 1 U i�- , 394 .130 PRODUCT REVISED i o .519 II r078 as complying with the Florida N Building Code 803 045 .803 .050 .803 .045 ao .625 NOA--No. 17-1218.15 Z P r 3 1.625 .078 Expiration Date 03/20/2019 4.031 1.047 1.047 1.172 f' W Z II� 4.750 By Q IL 5 rq 2 i C) �2.082�•I Mia Product Coetrol O i 14 GLAZING BEAD9 GLAZING BEAD 1s GLAZING BEAD a � 5/16' CLASS 7/16- GLASS INSUL GLASS �• 1 DOOR FRAME HEAD/SILL 0 t Do m 1.5071 4.000 1.507--4 I i Q L00 7 LEAF TOP/BOTTOM RAIL z N • 1.625 a •••• ••••• 4.719 or V) • •� •• •• •` .078 .078 3.719 • • + 4.781 0••••11 1.750 11 078 1. = ••• 507 c •••� ••�•• as ••• � 1.500�j �•• ••••• 8.250 F ( Y �•� I •••• •••••* 7.531 312 4.000 w • • • • • •••••• w C' •••• 9 LEAF HINGE STILE .ase Lid�• • 1.507 dt 5.344 } Q; • • • • s LEAF W'STRIP ADAPTER cn 1.750 4.000---�j O .094 o 0 o L101 10 SIDELITE TOP & 80TTOM FRAME 1.750 .312 .442 Z 3 0 2.081 1.507 = °0° 1.750 o Z L in N .078 329 078 F�1.584 W 0 0 c 7A 9 BOTTOM RAIL 12 U u)L,J J II Wao� �' b-1 s12� 10 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 251 2 FRAME COVER r------5.344 F.078 375 w w w -.687 1 6 6 5 .125 c� F $ 1.750 2.081 1.574 .125 3.781 °3w W W 050 1.197 1.50 I a 00 L 3 -� ��il 3.719 Ij .078 a�i0 o 0 � 154-�i 1 I r m z z z z 4.000--�1 13 LEAF CLAMP 1s SNAP COVER 11 LEAF ASTRAGAL STILE HINGE BACK-UP PLATE 9.000 C m fY M O 8.281 18 o aoao 1.500 1.500 1.250 0 0 0 ,625 719 •719 SIDELITE MULLION REINFORCING (U . v A N .078 � �.•'• Ga:N� :® � 4.000 4.188 � 7 2 �_ 4.000 41.625 a _ o 13�- u v _078 2.097 1.507 .078 3eA OF (y`� drawing no. 4.000 via S t7 � a .,rC LDP`.• \��` _ W12 08 jv 3 _ C1 OOR FRAME JAMB 5 SIDEUTE FRAME JAMB OSIDELITE 9" BOTTOM FRAME s SIDEUTE SLIP ON JAMB '',��,® L �t� ``` sheet 8 of 9 V 0 22 22 , w 22 0 Z M 3 W m Q -� 0 UAM Q' W W 0: o! 0 a� C �M o -0 am < - C r Z J N sees, C C •••. •••••• E • .w • Is • • • see .0 90:000 t •• to ••• ••••• C3 000 0,06 Go • NLJ • DOOR FRAME CORNER �' • CD ?- • . N cD SIDELfTE-RAME CORNER SIDEUTE MULLJON 5 IP QN JAMS CORNER o 3 isn n Z 3 U- C) Z� o �O 0 J M W o� �. A Co ME W � � U iZ 12 _ $ N C aS = N ffJJ r 0 d w it II i�Z- (RYA � �^ L) a g IUI ,VIII yll 0 m 0 0 0 ' fn pro tti m •) o o a W s< x v a ``115{i1111/�� PRODUCT REVISED 00 as complying with the Florida 7 Building Code *_ # . o MOA-No. 17-1218.15 - a 8 I Expiration Dat 312 012 0 1 9 � OF '•�� drawing no. �� DEAF CORNER Mia i roduet Control 611 �i�ash+ . A' ,�� W�2—Q$ sheet 9 of 9 72" 111 (2) ANCHORS AT MTG. STILE ENDS TYP. WINDOW WIDTH WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS �� w MARKED WITH ON SHEET 2 ONLY `~ 10 5/8" MAX. 4" I rn 3 1/2" MAX. 4" m w 3 1/2" MAX. HEAD/SILL 3" m P'i Z C 3 3iNHEAD/SILL ` CORNERS A CORERS o CSILL 3' ERS 0 � 9Z � O o —� dW 0: Ot LL i' 'i it li i1 Ii it li O � I'n ti • 4 II II II li E II /. II / y II II D II II 4 N II / II D II / II / to �Q •• • ' II /' II 4 (I /. II 0] • • L7 11 II 4 II II M _ — ap•G C • • •p•�•0 o w a ao a I // I I // I //- S = n p 1111 _ 11 %/-11 . R = W o IL-111 - IL-1 1' / = a QJ��K M M =_� -- -_� -- M M = C=- co 3 Ir 'TSI I� '��I m 3 1T'---ZI Ir----tl y O •••••• o C F LO •1 I I I I $ 03 Ii LO J 11 11 II II L Z a • • Z LO j M Z N j I� I I� �I Z N— • • ••.••• 3 II II I 11 II 11 II 11 •4 • ••••• —+I—==-11— I I I I I 11 I I I I ri y— �{ • • •••••• II II II II 1I II 11 II •• • 3 3 •pIV • • J • • CM FALSE MUNTINS 31 1/4" 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" —'ECO—GUARD SERIES-200 a (SURFACE APPLIED) (SURFACE APPLIED) ALUMINUM HORIZONTAL ROLLING WINDOW w MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. � 35 3/8" 36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER F- w VENT WIDTH VENT WIDTH CHARTS SHOWN ON SHEETS 2. TYPICAL ELEVATIONS N ~CD APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE � �CO COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER8 C4 0 o M T WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1; 000 - I MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN, g _- u- 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL "' ' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o Z 0 SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING WILL APPLY TO ENTIRE SYSTEM. U N w EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o U 0 W _ REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA Cl. 'W' W oD� BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8" HEAT STREN'D. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16" AIR SPACE TO THE BUILDING STRUCTURE. 1/8- HEAT STREWD. GLASS 1 8" HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS m / / 1/8" HEAT STREN'D. GLASS o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE : .090` Interlayer .090" Interlayer 090" Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a Z $ N Trosifol PVB SentryGlas Trosifol PVB — o 0 0 0 *► LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Ck By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'' By 'Kuraray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. v of w t 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS oNi 5 IL a 1/8" HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �, > _ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SILICONE SILICONE CARDINAL XL REQUIREMENT'S OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. n DOW CORNING 899 a DOW CORNING 899 n EDGE SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION iri I GE SCS'2000 W GE SCS•2000 ST. STEEL a� t FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY a j t Z m �' z m z m SILICONEOF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR F WATER INFILTRATION RESISTANCE ETC. > ' DOW 899 o oc, o W s ;o is CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, c 2 i �I 22 i! it 0 22 r I r I AND TO BE REVIEWED BY BUILDING OFFICIAL �tlllllr , it 23ii it 43 I II 23 r29 �` �� - ,`Cad A EN(�A �� i a ILI lV 1a 1a oszC3^i;lz.'2 h;d: its _,1- - 70592 o o a 1 13nr1clstaa*C<iJe — vL2_1 v` AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES SETTING BLOCKS AT z,i.•rti=.��11-11vz-z� �= 29 / 29 / AT 1/4 POINTS gh irs2icai f.,�p � (3/� WIDER+THAN 36. ONLY WIDER THAN 36. ONLY 29 ALL SIZES LAM. GLASS AND INSUL LAM. GLASS T' ate]�j 4 .®.',• A OF drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS � GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' W09-12� 5' Zhao '�,�`3'�'••••••��P'��e.`� - - - -- — -— GLAZING OPTIONS- - - — - -- — — --- - - -- — — — Yti��ni � R,- r� - r®®�AL1`��- - sheet__1-of 7 I - I DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) r�V w _1V/O REINF. WITH REINF. W/0 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 TYPEp co WINDOW D S. A `A' 'H' C' WINDOW.DIMS. A N-'A' `H' `C' WINDOW DIMS. A 'A' B' C' Z 0) j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)l WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 M z 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" 26. 9 70.0 80.0 80.0 90.0 70.0 80.0 Q � cj a 537-1/8* (3) 6 70.0 80.0 80.0 90.0 70.0 80 0 106 i/4" (3 K) 12 70.0 80.0 80.0 90.0 70.0 80.0 166 1/4"" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 w ro v 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 0' 38-3/8'_ 38-3/8" 0- a 26-1/2-1 -4.- _70.0_ _80.0 80.0 900 700 80.0 ` 106-1/4' 12 1�. 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 0 t H h • • • Ti �j 38- 4- _70.0_ 80.0 1 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 . (� • ••••.• 53-1/8" �( _ 6' 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' 50-5/8" • �' a 0 •• U 56-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" -1 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) M Q.O. Q �1 • • •••••. 26-1/2' 4 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 74" 63" • a l b i • • / 3 9 70.0 70.0 80.0 90.0 70.0 80.0 ow 2.0 a •••• 37' 50-5/8" 4 70.0 80.0 80.0 1 90.0 70.0 80.0 _74" 9 _70.0 70.0 80.0 90.0 70.0 80.0 (6) • Ll a •11 gy g 53-1/8' (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 5 106,1/4" �(6)s i, ,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 •74' 8 7Q.0 80.0 80.0 90.0 70.0 80.0 i 11 12 70.0 70.0 80.0 80.4 70.0 80.d 84" 24' 9 70.0 8d.0 80.0 90.0 70.0 80.0M g Ct� 26-1/2" yam, 4 70.0 80.0 80.0 90.0 70.0 80.0 72- z 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 • •• 37" f 63� 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 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 ••••i• 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 80.6 90.0 70.0 80.0 1 • •••• 74' k / 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 � •�'� • • • 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 co 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 _ (n i 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 roi 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84" Z} 9 70.0 70.0 80.0 90.0 70.0 80.0 W 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 > W �` 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 84" W. 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 � N �co co � 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) O �to N 48" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.6 A = NO. OF ANCHORS PER HEAD & SILL ODM ;' 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 Z 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 R 3 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 ° C,4M 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 106" 12 70.0 70.0 80.0 87.6 70.0 80.0 c 6 O W J 48 "(5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W W °0 r 60" 6 70.0 80.0 80.0 90.0 70.0 86.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) {1/4W) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 �; m o 48" (660* s6 70.0 70.0 80.0 90.0 70.0 80.0 ) o ~ 60' 6 1 70.0 1 70.0 80.0 90.0 70.0 80.0 o it z a N {1/3w) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 0 72" 8 70.0 700 80.0 87.6 70.0 80.0 cLi 0 A = NO. OF ANCHORS PER HEAD & SILL 'XOX' N ( ) = NO. OF ANCHORS PER JAMB d a U 7 i * MAX. LOAD FOR THESE SIZES IS -90.0 PSF NOTE: WITH (4) ANCHORS AT MTG. STILE ENDS 11L GLASS CAPACITIES ON THIS SHEET ARE N N O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH BASED ON ASTM E1300-09 (3 SEC. GUSTS) o d N o AND FLORIDA BUILDING COMMISSION s o o DECLARATORY STATEMENT DCA05-DEC-219 � 2 W LL 'XOX' O ASF'' �� C4 o I N .7 o I a + ALL EXTERIOR ;U; iF'_x, LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE : Acr.:P:.:.ne,ts� I?-UO2•Z3 � FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL IxDate . _R'- « � ATE OF �� drawing no. I 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF ® ' 9 I SEE SHEET 3 FOR DETAIL. IViix ±al? aPr� •ctCctrc�l � ®��$��• - - - - - - - - - - - -- - - - - _ -- - - - - /fill! sheet 2 of 7 - - I d TYPICAL ANCHORS Ov WOOD BUCK FOR SSEE P LING DIST. N METAL r 1 4 e n a \ STRUCTURE MIAMI-DADE COUNTY APPROVED m °' 4 °. v. b' EDGE. DIST.-- EDGE DIST. MULLION & MULLION ANCHORS o ly Z M t 3 a . , v 9 a a .'.` v 4 ° ° . -SEE SEPARATE NOA I o M z 0 _:. EDGE DIST. I r o �" w N a " N0 as a a1 � O30 0 U N `• 0 Maim • 19 to NW V 8.4 M • • .00•0• dto C • `}i•G t°�db • • 0000•0 719 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS a ZO N C ► •••• SEE ELEV. SEE ELEV. SEE ELEV. �! �! FOR SPACING FOR SPACING FOR SPACING W' • • ri _. � 0000• • • i it it �ts•Q� � • • 00000 00*000 ge WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ease •. i li !I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - :,� :�•••: i' AND TRANSFER THEM TO THE BUILDING STRUCTURE. . m •••.•• I ji it o J .� !I !I TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0° I WEEPHOLES: I 1f4" DIA 'ULTRACON BY• ELCO 3(Fu-177 KSI, Fy=155 KSI) & W 0 0' ` II i _ Ii if W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END INTO 213Y WOOD BUCKS OR_.WOOD STRUCTURES i it = AND 37" O.C. MAX. 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C> O ii iii SEALANT. THRU—1 BY. BUCKS_INTO CONC. OR BLOCKS to _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) °i [�1 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g MIN. EMBED INTO BLOCKS (JAMBS) W O �'J01-1/4 JOINT SEALER. Z -REEOR BLOCKS'DIRECTLYINTO•CONC _ LO ES "1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) "' 3 Z 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O c'q I I I• 00 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W00 m INTO MIAMI—DADE COUNTY APPROVED MULLIONS W OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE if if ! ! ii ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) W m jj i ij i i, 9 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) < a o (STEEL iN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ o 0 o c 0 is i" I TYPICAL EDGE DISTANCE . N In 0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. °' 4 - - a 2 N N L INTO WOOD STRUCTURE = 1" MIN. 18 I w¢a rn N INTO METAL STRUCTURE = 3/4" MIN. t r : U c N 0 = WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. o o w p N 3 to v CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o o ^o c I 3 N N o v N C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. E' o W w rn �. 6 `111tt1(tf/l/ N .70592 tPA()DUCTR&VIS£f} _ ^ •. a v s' . •° of p fi?ying wit's the Florida = e° z v as Code -_ .• !' TYPICAL ANCHORS I o. TYPICAL ANCHORS A=n pta3yce INTO QZ.I al s e SEE ELEV. o• 1 BY SEE ELF/. i.xpi;-AWr.Dat ®••' TATE OF ((�� drawing no. FOR SPACING WOOD BUCK FOR SPACING i EDGE DIST. ul:ami Lie a!'ro- ct Co:i..nl ��/fit��• t\\\ ` EDGE_DIST.- - - - t I i t sheet 3 of 7 1 1/4" MAX. 0 SHIMS N 1/4" MAX. SHIM O O O1 BY o 5 WOOD BUCKS Z TYP21 8 20 TYPICAL ANCHORS 17 7 p v, Cl CHORS i Q r—SEE ELEV. SEE ELEV. a. FOR SPACING IL I a � FOR SPACING - _ _ _ -__ 25 O So` M U 0 17 20 ��-M, • • • •••••• _. w -----SCREEN OPT. ..........• _. - -.-_.: o 4 In • •• w 20 -- _- -- � g • • a 4 • • vb D 6 17 w Qi aN Z 0 a i••••: 4 STEEL REINFORCING 11 12 a �[w U) • • ••••• METAL AS REQD. • Z o 2 • • STRUCTURE SHEET 2 FOR CAPACITY a v' Y FIE 0 Q j • •• WINDOW WIDTH Q W 01 •••• • • XO LAYOUT •••••• .•w • . o U j/4" MAX. 3 J N • • VENT WIDTH VENT WIDTH 1/4- MAX. SHIMS m SHIM D.L. OPG. D.L. OPG. Z 1BY M C D WOOD BUCKS c W .. 2 O 8 7 N TYPICAL ANCHORS ANCHORS = w 17 ° SEE ELEV. =E (}/? co FOR SPACING cD 25 o =_ - LI __ - v, 000 in 3 - - Z_ 3� �0 co 17 20 1 1 f 4"j_i7�Wc:) 3 Z i rej ---- ----- _ _ ---- ----- O C14o 0 SCREEN OPT =-_- - - - - -SCREEN 0 -- � o � Uw J20 27 -- - ,,, W LIJ 0`00 m ' o w 4 STEEL REINFORCING o 11 12 D.L. OPG. AS REQD. EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 8 � a r TYPICAL ANCHORS XOX LAYOUT ow z N N o SEE ELEV. FOR SPACING c a a Q - rn MIAMI-DADE COUNTY a a c� > > APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING N Cf � •N � N r O O O O —— — \\\ ® \\ �A�........ / O \ 8 V I \ F No 70592 --------SCREEN OPT. as c%r;ylyittg,A jj,5 thi.F1,,i,q, — • • u Building code - �-�••1-�-(---3 � ATE OF �•�� Browing no. I;?fy.tY"iillOil�YdiE p51 � j \ ! WINDOW WIDTH WINDOW WIDTH sS a•� Z�j % . • •• �q�\\` W09-12 -- - - - - - - — — - - _ - - — - - - hemi D-- *xr r:1 /�i��®JY>�� 111111%\\\ - sheet 4 of 7 1 EDGE DIST. METAL W STRUCTURE N TYPICAL ANCHORS DGE ST MIAMI-DARE COUNTY APPROVED aD SEE ELEV. MULLION & MULLION ANCHORS ao 3 FOR SPACING SEE SEPARATE NOA Z b • D A •' VO F EDGE D I s I DIST. Q� ELIZ N d .... Y• 00` Q O IL W U. $ i = 28 . y 8 � U H h • • • ALT. • m °e • .p�pQ ro . pe •••••• C •••••• TYPICAL ANCHORSTYPICAL ANCHORS • 7 Ci �C • • a ••••. SEE ELEV. SEE ELEV. H - • • FOR SPACING FOR SPACING • • 02 E • •+••• • it m F • • •••••• F • • 6900 • • 6666•• J • Is • go N LO & W M F- m N Ncr) 8 0 j5 n _� o0In 1/4" MAX. Z LL- SHIMS `SHIMS 28 ALT. Z o 0NJ � ' TYPICAL ANCHORS U L w J SEE ELEV. g W 00 g F FOR SPACING p• e d 1 'f4b. N m m a r D q (n Q �E N N --Q W O O TYPICAL ANCHORS w a e a o 0 SEE ELEV. FOR SPACING o a 011 .N0 w p N 7 U.d lot Z 5 G '• D , Q 0 0 0 0 ALT. = ocW � It Ij 28 m y ��1ullrrrr r INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER �� '�,�cF�sF ••.• /;/ N �' a PR- 0 uc,T REVISED NO. 0592 m as �' .• A r', as CompE;�i^.g.t i'h t C Florida s D T31i1'_i1!i v a v� Acceptru�ce A� ? Il oL• 3 ' SSl� Ex¢i.ation Date�� ' TE OF = <y� drawing no. � EDGE DIST. By�• lilt ZEIGO �/ •• OR1DP. �®�� W09-1 2 - - - - - — - — -- — - - - -- -- - - - — - —- — - - — - - - - - -RS2ami Dzd-e Prru rt��tir;�I /�////,r��a1.1�\\�\- - sheet 5-of 7- - — - 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 461VW 2.750 - N 1 FY201 1 FRAME HEAD 6063-T6to 3/16' 1. 2 FY202 1 FRAME SILL 6063-T6 - o 500 715 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z , ti 3. �- 893 1.434 �+ iv 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 0 1.- G N 11.140-� 62 � � 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 -.062 1.7186 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 -3.249cc O. � o O �- v 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 0 W� M 8 FY206 1/ VENT JAMB STILE 6063-T6 � VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 0t' U. 1 • •• • .813 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 0!ai •• ••••;• 2.095 .519 130 10A FY110 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - O>� • • 1.140 1.610 1.250 _ �_ 11 - -AS REQD-7 REINFORCING BAR - STEEL - Q • • •••••• 719111.047 .045 803 .045 .803 12 - AS REQD. REINFORCING BAR STEEL - a•N Z p :•••• 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. 444 z� n •• • ••••• 2.246 1047 14 FY208 4/ VENT ROLLER HOUSING do GUIDE CELCON - ► oto •• • ••••• 1 FRAME HEAD N_ o • • 1.140 062 15 FY209 2/ VENT ROLLER BRASS •Z F •• •••••• 1.140 1.610 16 FY210 2/ VENT ROLLER PIN ST. STEEL - • • • • • 21g 10 GLAZING BEADS 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS ��•.• • •30000 • Of • • s� 1.344 188 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS ,,J •�0 0.000• • •813 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB Aj J ••A• •` OS JAMB STILE 20 030OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL OD ODD 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 o 2.063- 1 .063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE I ULTRAFAB, DUROMETER 65±5 W 3.876 1.250 23 FL.B-50 AS REQD. GLASS SPACER SILICONE FRANK L.OWE d }2.501 _n] 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. w 078 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS N cii 1.1 40 1.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTSo 3 M rn n 062 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL `i co M i' 500 L 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z_ ro 1.344 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A c Z M 2.750 oar �j 7U MEETING RAIL o w J O v Wa0O�2 FRAME SILL �.. 2.188 1.314 i U U I 340 r.250 312 1.422 1.202 Nom 062 m6cc OCW Z a w Ck 0 os2 L � 000 tz O3 SILL TRACK S S O FIXED MTG. RAIL i � � � � 1 500 1.187 750 °� C4 6 a; 0 0 o 0 0 .062 C v o w 062 2.750 2.812 2.812 2.7s0 �� EM F'• 'VNcy 2.688 .062 92 r'i2C:ERjCT REVISED o o rs eamptying wii The!Iorid _ 10 . v` v 500 � .769 yT- - Bud' ing Code •_ - I I 4cc ,�crnce It4s t.874.687 OF � �� Browing no. �y �q11.686 2.611 Expiration Date Zhao '�,, .°•• '•�®.�` W09-1 2 3>`xm;I3 Pr , �i �'® • ' ��` 0 MOV. FRAME JAMB - O FIXED FRAME-JAMB 28 FLUSH-FRAME ADAPTER - -- - - - - €�1 ��I I1 t1111%,11%%,11% - sheet-6 of 7-j - - - , (1 O v U LLJ I rn q 3 - Z q z TY Lu N < N 12 O °`,v 0 d Ul N G un • t!uirl • • fn H 0 • i••••i • `i�i•�? p • • • • • ••••• W UW.; o • • • o81 ; • • �M J •• •••••• WW cC • • • •i C • • • N • • • O •••••• FRAME TOP CORNER 3r- J •co d G M a L J v VENT TOP/BOTTOM CORNERS g V) w N c0 cp 17 g 3 ��; � o �J � <\\' N J Y �U co w W W ao m � m WW O K N O W W 0 O � s x 7d o o a 61 p '0 Z Z D W � r (A o cV h O •� O O O — L C U O W ``��1111111/1� cn FRAME BOTTOM CORNER 7 2PRODUCCTREVISED o A WSt:'2Yn�15'i 11q.Wi'u-1 l.Fie F. IOP(d v o y` i 1B Roildin? d-- ✓�'� Aacep"r jue N;o -JJo1.23 ® OF •�/�� drawing no. rxpimnm Date I '. R�o�..•' a��.` W09—12 - FIXED MTG. RAI CORNER - - - - T A-f..rn,DaPr .let _ /,��Sj®1 ` sheet 7 of-7 - - - 4 s c MIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,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 8502 NW 80 Street Medley,FL 33166 SCOPE: • ••'•'• This NOA 'is being issued under the applicable rules and regulations governing tl*ese;of constiuction ••••.. materials. The documentation submitted has been reviewed and accepted by.Miami-Dada Courtly REk- • Product Control Section to be used in Miami Dade County and other areas where alt""*&by the Au�ority "•••• Having Jurisdiction(AHJ). '••• • This NOA shall not be valid after the expiration date stated below.The Miami-Dade C'oiihty Prodict*Cvdtrol • Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade(tq!VIreserYe iharight •, . to have this product or material tested for quality assurance purposes. If this proNc*off materiF0 fails to .•, • perform in the accepted manner,the manufacturer will incur the expense of such testnrg and the AMJ may .• immediately revoke, modify, or suspend the use of such product or material withiathekjurisdidtiaD..*JRER •...;, reserves the right to revoke this acceptance, if it is determined by Miami-Dade tiht2 Product Control • Section that this product or material Tails 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. R DESCRIPTION: S nes"Eco=Guard 300"Aluminum Fixed Window—L.M.I. F APPROVAL DOCUMENT:Drawing No.W09-20,'titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision E dated 10/19/17,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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse'of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature., If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises NOA#15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation•was reviewed by Sifang Zhao,P.E. { I ; / j NOA No.17-1102.2_0 1 MIAMFDADE COUNTY 7.Z. Expiration Date: June'17;2019 j Approval Date: January 11,2018 1 Page 1 t i t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.1,y;,. sheets 1 through 5 of.5,dated 03/23/09,with revision E dated l 0,019/19•prepapad.b� �•••• 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 ••••• R' ' •" 2)Uniform Static Air Pressure Test,Loading per'OQ TAS•243-84 3 ••0• . 3)Water Resistance Test,per FBC,TAS 202-94• •• ....• along with installation diagram of a 97 1/4"wide x 96 1/8"higgEcb-guard serres 300 .' aluminum double fixed window,prepared by Hurricane Enginegrinp&Tesjng l K., ••••0• Test Report No. HETI-08-2192A, dated 01/15/09,signed and selded;y C"dQ F. :....: Font,P.E. (Submitted under NOA#09-0413.08) • ' • 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., t Test Report No. HETI-08-219211,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc., Test Report No.HETI-08-2193A,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc., Test Report No. HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) .5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2194,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) :5;fgnq � Sifang Zhao,P.E. E Product Control Examiner NOA No.17-1102.20 Expiration Date: June 17,2019 i E Approval Date: January 11,2018 E-1 s Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED a B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 *000 along with installation diagram of a 50 5/8"wide x 63 1/4"high tco.cward serias•300 ,•• •• aluminum fixed window,prepared by Hurricane Engineering&T;:414 Inc:,.Test ; .• Report No.HETI-08-2195A,dated 01/15/09, signed and sealed bV.c4vdido r Tddt, ••:. P.E. (Submitted under NDA#09-0413.08) •••0 . • 0000 • ..• • . • 0000.. i • C. CALCULATIONS "" • 0000' •0000 1. Anchor verification calculations and structural analysis,complywg.%th FBC Vtb Edition (2017), dated 10/13/17,prepared by Al-Farooq Corporatiok signed and • sealed by Javad Ahmad,P.E. '••• '••• • 2. Glazing complies with ASTM E1300-09 '• .. ••000:0 D. QUALITY ASSURANCE t 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifoI® Ultraclear, Clear and Color PVB Interlayers"dated 01/19/17, expiring on 07/08/19. ' s 2., Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. ! F. STATEMENTS Statement letter of conformance,complying with FBC 5th Edition(2014),with FBC 61h Edition (2017),and of no financial interest;dated October 13,2017,issued by Al- Farooq Corporation,signed and sealed by Javad Ahmad,-P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10,issued to Eco Window Systems,LLC for their Series "Eco-Guard 300"Aluminum Fixed Window—L.M.Y., approved on 09/03/15 and expiring on 06/17/19. r , 6 Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17,2019 Approval Date: January 11,2018 E-2 t f r o v —1.608-12.688 WINDOW WIDTH /� o .b62 X11 j rn F__:] 500 FALSE MUNTINS D.L. PG. � Z m 769 (SURFACE APPLIED) W_ tot 1.81.3 875 LLF OPTIONAL 3 a o O W CID z m I 1.000 2.611 (L h a a 0 7.0621 00 0 C) 7 FLUSH FRAME ADAPTER a N Imo--2.750 I I, 1 Q� LL II II G �i y ti O1 FRAME HEAD/SILL/JAMB v u o ii ii 0'l°� 8 KT7 Q a G o a • . -�j .750 II II O goo J • �� ••••.• II II �W � {� • II II • WN O • •� ••••i• 813 FE-80 3 = I I I I +r Z O I EI w II II � � Z� S •••••• II II N • • pp 11 II �-. ••••• 2O GLAZING BEAD ii it rn "'••• 1.0701 11 II � � ,� • F + � •8M•>< ""' ''••••''• • ' ' .375 I I I I W ••' .050 I I I I 9 I 11 o N N to 0 O ANCHOR COVER 3 w o uj ccn _Z Lf co ECO—GUARD SERIES-300 6` MAX. 12" MAX. 3 Z ALUMINUM FIXED WINDOW HEAD 11 1 CORNERSHEAD/SILL � 0 N-J DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER U w J TYPICAL ELEVATION CHARTS SHOWN ON SHEETS 2. W ~ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF RX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING W m MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. o m GLASS D.L.O. DIMS. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL C O u (,7 N W N N WILL APPLY TO ENTIRE SYSTEM. D.L.O. HEIGHT = WINDOW HEIGHT - 3.625 0 cc F F - `m' o 0 0 0 D.L.O. WIDTH = WINDOW WIDTH - 3.625" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v a 5 ~ REQUIREMENTS Of THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA ?` d a DIMIDIDI BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE N DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS -: o " TO THE BUILDING STRUCTURE. N o 0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0 ^o 0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ` < m o W MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� q]� ..... ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ` ��' • �5� '•., � r ,� Q MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SHUTTERS ARE NOT REQUIRED. PROflUCrREvtsED o �_ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE O ildia icocl with FlirriQu _ 7 2 m a ta''Lii@iag Cccia REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Acceptj;1ce jjol7�L/D2.ZQv THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Exnirseijr,Dame �� ' ;' FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY }3 `��i ?AJQ ®�.•. S TE OF �t/�� drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR y - �� 2 WATER INFILTRATION RESISTANCE (.TC. a,r,s`"'*�`i}: ,cp Conte€ ��i •R10P'•'• �a W09-20 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, OFFICIAL. -AND TO BE REVIEWED BY BUILDING sheet j of cj I W. LENGTH W. LENGTH W. LENGTH 9/16" MIN. TYP. GLASS BITE v►< a I 0 y r I I f0 Z 0mv o zmv �f _ •` O_ \ Zr0 to — low,1:1 ma 0 U) En g lam] c O z z A W LENGTH W. LENGTH W. LENGTH � °; f to {{ �� D - -- -� " goW00 , Ngo z to f v z Z z I -1 v Z r7 O m m O \\\ I C��\ I o N j W •*�� N Z m @ > _ D N O D 8 ZZpZ_ co cD a to — - -J In N i cn m W. LENGTH W. LENGTH WINDOW LENGTH -3 O I_*1 0 ~ r.z Z r , g 7. 9/16" MIN. TYP. o z D I f o \ti GLASS BITE \,. �m � I o a En D WINDOW LENGTH b =_....... (A rg (n c' r fn m — — t1 to O G7 N = y Z ��. v W XO N 7 = o N o M ;0 c L — — J ■\ I °o NZ nN� OD OZ Z n. z 06, OD 0 0 to m 46 to Z N a O v zvv, (A N ? W W N ..pp J• W W N 0 .p ? 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O O O O ? � 0) 0 0 0 0 .A � � � O O O O O 0) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0O O to�.-" N O O W 0) 0 0 0 0 iJ trl i7) O G O O N tJ N W 0 0 0 0 0 0) O O O O O O O O O C O 0 0 0 0 0 0 � �? 1 -1 I 0o v os oo O au ao 00 00 I OOO O 0o 0o r0o I 0o v 0o 0 00 00 00 0o ao 0 aO mO 0O 0O 0O wO wO 0O vO oO 0O 0O 0O 0O 0O 00 0O0 rnn OOOOOOOOOOO O O OOR mOOO O O OO O O O OOO O 00 0 0 0 O O 0 O OOO O O O O O O O O O O O G O 0 0 0 O O O OC O O } 0 to 0 0 0 40 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0o . 0O c0 t0 t0 t0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W co 0 Z M O O O O O O O O O O O O O O O O O O O O O O C O GO O O O O O OO O O O O O C O C O C O O O G O O O O O O O O O O O O O O O O O O O O O O O O O O C I N N N N W N O N U N p GO OW r Z .Wi _� 1A DW \ • \ \ • \ • \ • \ • \ • \ • \ • \ z "1 N ty "fJ? r, c �s m to m < I I s s s s s a ¢ s e s y O '4'w '•C Jt f C iC1 0 (n �0 '.{{ tj of . tv or- ;»tf D D {ZZO O) W \ r .Z7 Z , v cn 9 INF, r JJ C; b W� O A J 0 to J to cn to 0 to to N to N I o 4v ' a Z o 0 0 is o o i+ L40 0 0 0 0 0 0 0 0 0 �^}� i 0 --i -i Z n .� I = stn _ _ r— } }''�� CIO ti tto o o p o o w 9) o 0 0 0 0 0 0 0 0 0 ``\\ ® •,, /j/' ^Ln +;n L i0 0 0 0 O O O O O O O O O O O O O v �? oO CA = N �9 •�G mcn o 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 mzn C r v v ��• •; `: Ln t0 to to t0 co c0 c0 to to t0 t0 00 t0 to t0 W Z O O O 9 O O O O O O O O O O O 0 O�90' OO 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e rn 03-23^t><J revisions: ECO—GUARD SERIES-300 ALUM FIXED WDW. .M It) dIr�OOQ CORPORATION a O date: • o no date description rt O *. .rale: J/2-_1•_0- A 05.18.09 REV. PER BCCO COMMENTS 6NQINFaER •8c PRODUCT DEVELOPMENT ECO WINDOW SYSTEfos, �rL•C.• '93db SUNSET DRIVE,SUITE 220 0 U B 01.30.12 UPDATED TO 2010 FBC 8502 N.W. 80th STREET MIAMI,FLORIDA 331.73 (C.A.N. 3558) dr. by TARIQ C 01.11.13 MANUF. ADDRESS REV. MEDLEY, FL. 33166 c N :3D 07.08.15 UPDATED TO 2014 FDC • 000 • T (305)2843100 FAX(305)282-8978 O chk. by: 10.19.17 UPDATED TO 2017 U TEL (305) 885-5299 FAX Z345) $85-59:2; • • • • COMP—ANL W09-20EC0 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS O 1 BY WOOD 8UCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS OR � o 2 DOD BUCK STRUCTURE SEE ELEV. FOR SPACING i MIAMI–DADE COUNTY APPROVED WOOD S RE `� 4 ° a a n 4. 4° a_ .a•d"� .a EDGE DIST. MULLION & MULLION ANCHORS -� 0 °•', a d ° ° 4 4 4 " EDGE SEE SEPARATE NOA EDGE 0 Z °�> 3 DIST. M t4 z EDGE DIST. Q � 0; 0 p' p� p JC�'t+j v V LVOP! ii \ V G u e•1 a0-M o Ir cc o0 2 0 IL 0 • TYPICAL ANCHORS TYPICAL ANCHORS C •• •••••• I� it SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING . • ¢ , , •• I; itit Y.iZ�LL • •� • v •••••• ZZ yt, • • !I Ij �QJ,Ot,� F • i••••: !! ;I TYPICAL ANCHORS: SEE ELEV. FOR SPACING •� •••.• it WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 00 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1f 4 DIA. ULTRACBN BY 'ELCO . (Fu=177 KSI, Fy=155 KSI) •• .a i! !i AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••••:• !i !! 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) .�! , L0 •• it r-- — _ — – 3 ,� •••••• it ii LT1jRU_1BY BUCKS INTO CONC. OR BLOCKS . •••• i! i; 1-1/4 MIN. EMBED INTO CONCRETE (MEAD/SILL/JAMBS) X .� • W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ME LuLL !! ii DIRECTLY INTO, CONCRETE OR BLOCKS } 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o (n� w 6CL �i �! 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) M 3 o J W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) w poo I z ii ii LO INTO MIAMI-DADE COUNTY APPROVED MUWONS Z CO OR 3 z i i! i! INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 N i! i! (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I0 0 i! i! ALUMINUM: 1/8" THK. MIN. 6063-T5 MIN. w W ii it STEEL:- 1/8" THK. MIN. (Fy = 36 KSI MIN.) itii it i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i! i! TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. it ii �k INTO WOOD STRUCTURE = 1" MIN. c - W N N !i !i INTO METAL STRUCTURE = 3/4" MIN. ° 0 o 0 3 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. v ,iit CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 0 i $ 0. ii ii C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. I •i ii li I 2 ii ii SEALANT: li li I 'I 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a o 5 a JOINT SEALER. < m o W 44 • .a .v 4. °'• I '.=v Ci';l nlyins w:o,R;1E IOrifFt o u .v n ,. tlfiLai .4-G�.iC • "' — o u r .'a e a e TYPICAL ANCHORS Acccr�wYG� -IEflt•LO �� v w v u " ° a . 4 ZEE ELEV. > p Ex;,iraeiorr Fjure FOR SPACING 1 BY I TYPICAL ANCHORS ® '��/� 9 0404=411 TATE OF drowin no. ` S WOOD BUCK SEE ELEV. By si CIS Zig i� ORt4P.•' �`` W�9-20 FOR SPACING M_iar n Dade Product Control �/��• 'n EDGE DIST. EDGE DIST. /,//irrll®®�� - - - - - - - - -- � _ _ _ T�- - - — - -•--- — -- tttt�� - - - sheet3of_ 5- - - - � -- a k � Y 'BYWOOD BUCK OR m� I OD �I Of N � W N WOOD UCTURE RI_ Ln EDGE IST. i 0 m a N :u .�O I XO 1 O W W H V1l�n O UI W W N G D ' n �i li O \CI I A D A N C i! jl Z = m z 0 z m m c � I I I II p = H 1 ! I ca r1> -, m� r. m I to 1 II j. II !j Eno. ' c j 00 m zE°c ch azCA v v � II II r Nn W Wo moa o 0 W M W v v !! !I I ; 1 Z 1 jl ij + rn m m rn rn 'I II 2 I i v o v c I I 1 x fl ii j� !Ij rrn K O m I 'Iv li I' m- In \ m00 II II I �0 !I !I p vin O II II O n m '! '! O Z I I v c> D c !I !I m N �I II I n I O ` I N A cn x + a v Z EDGE DIST. I O ;0 �\ z A O A N 6==, CA n0 0n + I + C EDGE X v" r:4 DIST. rn B 3 p ro ri� �t m r� 0 m z n Om C ?, N ,0 0 0 6 v � ��• '�� o v, a dote: U3_23_09 revisions: • a 3 ECO-GUARD SERIES-300 ALUM flXED WOW. M I!� /dl.l►F'AtOOQ CORPORATION m O no date escn Ion (� ENQINEERS�•&PRODUCT DEVELOPMENT acole: 1�2' — 1' A 05.18.09 NO CHANGE THIS SHEET ECO WINDOW SYSTEMS, Mic • 'tj36"b$UASETDRIVE,SUITE220 f �p 8 01.30.12 NO CHANGE THIS SHEET 8rj02 N.W. Rath STREET MIAMI,FLORIDA 33173 dr. by: TAR C 01.17.13 AIANUF. ADDRESS REV. (C A.N. 3538) C 1,10 MEDLEY, FL. 33166 1_(305 26A 8100 FAX.{306)262978 Q chk. by: D 07.08.15 UPDATED TO 201FOC 3C TEL 305) 885-5299 FAX Z3Q5)•485-59 2• • • • • E 10.19.17 UPDATED TO 20177 FBc Q • • . •, COMP—ANL W09-20fC0 • • • • • • • • • • • •• •• • • • •• •• I .•• • • • 000 • 0 M IAM l•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I DEPARTMENT OF REGULATORY AND ECONOMIC_ RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION. T(786)315-2590 F(786)315-2599,. NOTIICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 8502 NW 80 Street - r Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction ,materials. The documentation submitted has beer reviewed and accepted by Miami-Dade CoWp y;RER- Product Control Section to'be used,in Miami-Dade County and other areas where allowed by t1fe.,k0ority •••••• 'Having Jurisdiction(AHJ). •• • ° This NOA shall not be valid after the expiration date stated below.The Miami-DadA Ctm Prodeot Gantrol Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Daderd&")reserve the right. }� to have this product or material tested for quality assurance purposes. If this prodr:�l%r matefig.1 fails to• perform in the accepted manner, the manufacturer will incur the expense of such testm and t1Se BMJ may-*:*-, immediately revoke, modify, or suspend the use of such product or material within A.yrijunsdid1i*erf.RER..... reserves the right to revoke this acceptance, if it is determined by Miami-Dade.CpypV Product•Control'•.%• Section that this product or material fails to meet the requirements of the applicable.•buitdipg eodg. •• •. This product is approved'as described herein, and has been designed to comply !+ith the Flo$da Ottilding.••• Code,including the High Velocity Hurricane Zone. •• .. ;••••; +-DESCRIPTION:_Series "Eco-Guard 500" OutswingAlum num Casement Window—mm7f! • 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 F dated 09/27/17, 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 NOA No. I5-0406.10 and consists`of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. 5.z NOA No. 17-1011.22 MIAMFDADE OUN ,f Expiration Date:May19,2021 Approval Date: December 21,2017 Page 1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED e 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prep"ed by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.F?. ••.. 0000.. B. TESTS y e .1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 • ' �.... 2)Uniform Static Air Pressure Test, Loading p0r Fay TAq 20;;94 • 3) Water Resistance Test,per FBC,TAS 202-94.6 9 6 6 0000 09:060 4)Large Missile Impact Test per FBC,TAS 20194• ••••6 0000.. 5)Cyclic Wind Pressure Loading per FBC, TA5203:94' •; 6)Forced Entry Test,per FBC 2411 3.2.1,TAI 2021§4 along with marked-up drawings and installation diagram of a c2Wflent windpw •••• 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) �. . I a C. ' CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), prepared by AI-Farooq Corporation, dated 03/17/15 and,06/23/15, r 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'Edition (2014), and of no financial interest,dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E Wang Zhao,P.E. Product Control Examiner ` NOA No.17-1011.22 Expiration Date: May 19,2021 Approval Date: December 21,2017 E-1 , , t r i` Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTEWED) 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 0000 1. Notice of Acceptance No. 13-0206.07,issued to Eco Window System,Lb-"-For tbeir •••••• Series"Eco-Guard 500"OutsWing Aluminum Casement Win'd'ow•-L.M1., • 096.06 0000.. approved on 05/02/13 and expiring on 05/19/16. 00000 6 • •6969• 2. NEW EVIDENCE SUBMITTED 0 6 0 • 0000 0 .. 0000. A. DRAWINGS 1. Drawing No.W11-05,titled"S-500 Alum. Outswing Casement WMv. (L.M*1'7', ••••;• sheets 1 through 6 of 6, dated 02/23/11,with revision F dated 0�•/'�' 37,prepared by ... • Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.$. 6 ;••• • . . 0000.. B. TESTS 1. None. C. CALCULATIONS } 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their' "TrosifolO Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS / t 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), with FBC`6tn Edition (2017), and of no financial interest, dated September 26,2017,prepared by Al- F Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series"Eco-Guard 500" Outswing Aluminum Casement Window-L.M.I., approved on 07/02/15 and expiring on 05/19/21. Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19,2021 Approval Date: December 21,2017 i �E-2 i • ECO—GUARD SERIES-500 wlNDow WIDTH 37" o �� LO ALUMINUM OUTSWING CASEMENT WINDOW 35" of APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z n j COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER _ 29 3/8- O 1- 'o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APP ED) D.L. OPG. rn F' W a MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BEUSED m w Q a q ^ o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A z D 0.`? o 0 af .0, WILL APPLY TO ENTIRE SYSTEM. 2 �� dCq v �u THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Q N REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). II / a t� 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE I I / _p•p Q DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS _- J P___ C TO THE BUILDING STRUCTURE. rc rDy c • •• • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 / ii 3 ur.p LL �• AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE / uLiO '� ••••�• MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w ====rf--- •j � Q U • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. to _ ;� = M or N ;•••• ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. r` o r �N \ •• • ..... Z w a ll----- o • .cY • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3 > ====tt----- • O ••••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �� ? _j : J • •••..• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. II • ,o• •' • • THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ___JI _ ' o • 0 CO • ...•:. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY -- - (n • LO • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B I I f- ••••• WATER INFILTRATION RESISTANCE ETC. II w W •.a• • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 2 w AND TO BE REVIEWED BY BUILDING OFFICIAL. } Lu 6 POINT LOCK THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 12" Br p o CR SHUTTERS ARE NOT REQUIRED. - MAX. 7" MAX. LOCKING POINTS MAXIMUM DESIGN LOAD RATING = + 70.0 PSF !1 HEAD HEAD/SILL SEE CHART (D 00 In SILL CORNERS Z �' 00 (FOR SIZES SHOWN OR SMALLER) 75.0 PSF! NO. OF =:I ?� WDW. HEIGHT KEEPERS :;¢ Z ,rj o TYPICAL ELEVATIO UPTO AT SASH o p c•,-� 26' 2 U 'w 38-3/8" .3 N W 00M 1/8" TEMP. GLASS 50-5/8. 4 63" 5 3/8" AIR SPACE 76" 6 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS j6 `f090" Interlayer .090" Interlayer .090" Interlayer Cn o o / Trosifol PVB"� Trosifol PVB Trosifol PVB O X C-4W a By 'kuraray America, Inc.' By 'kuraroy America, Inc.' By 'kuraray America, Inc.' g o P B r, 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ra o E I a SILICONE d SILICONE SILICONE NOTE: DOW CORNING M9 DOW CORNING 899 DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE m z i BASED ON ASTM E1300-09 (3 SEC. GUSTS) o cn V) N O N H m AND FLORIDA BUILDING COMMISSION N > b o 0 o 3 9 i is 3 s is is n u u j: 3 l 1 �' jl i� ii ii 36 9 I jl DECLARATORY STATEMENT DCA05-DEC-219 (D °c o o W u I 11 II I II II I� I� II II !I `,111111!!/! \\� �g� V TRIj: I: 20 r I, is I: 20 jl jl I i s I: 20 _ �\\ �1�": A° �� ,�•' CEN /�' " n o 1 Ir f rCODUCT l?EV':S£.I? \ j '1 r a ', O , O O 'S Ci+_m iyiag with die Fle>!� � � p � ~ W �, f` W W 14t3%liz%- CO&: � .7�2 0 �e 19 AT 1/4 POINTS �e c,t<u.cs vo 11/� • Z :ZT" = v t +�+ Y w 21 ALL SIZES Expiration ime SETTING BLOCKS AT INSUL. LAM. GLASS t NOTCH GLAZING BEAD LEG BY -Qf4—A6 ?J_2 ®•'• TE OF �� drawing no. GLASS'TYPE =A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' mbmi!3-#e P'ro ad Control W1 1 —05 YA&. -GLAZING OPTIONS - - - — - /i� I \\\\�� - - — — — — ��lfl11111�� sheet 1 Of 6 I EDGE DIST. TYPICAL ANCHORS V ' I c °• . Oa a a'108 Q.°:°'•:-:.r +a• II _o n ] 1 Ssui - TYow :rN QQV0� o otiti 00 SEEELEV. 1 B FOR SPACING WOOD BUCK --------------- - o r--------------- !METAL EDGE STRUCTURE EDGE m L> I MIAMI—DADE COUNTY APPROVED ° DIST. I MULLION & MULLION ANCHORS DIST. p W 3 NOA gI a a z EDGE W DIST. a o Lu O M O ------ Lu tm Zhd O PICAL ANCHORS 0 IX aOa 4 _ 2 SEE ELEV. 0 0 ru . ' '• TYPICAL ANCHORS FOR SPACINGh W Oj • • •••.•• SEE ELEV. u�i.�LL (p • • 5 FOR SPACING LIE.F-0 U): a • ' • I TYPICAL ANCHORS: SEE ELEV. FOR SPACING ' :6066: WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. rl XkDIA'_ULTRkQ_N -BY 'ELCQ'�(Fu=177 KSI, Fy=155 KSI) ... •••�•• i! I 'INTO-2BY-WOOD BUCKS OR WOOD STRUCTURES ra .�. .•,••• i, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 •0 ....•• q I AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ _ _ _ _ • d J !I + THRU 1 BY BUCKS INTO CONC. OR_BLOCKS3 • • 00 '. !i I `1=17 4" MIN.-EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 • 00 I! I 1-1/4- MIN. EMBED INTO BLOCKS JAMBS ' ' 'E ...... DIRECTLY'INTO-CONCRETE-OR-BLOCKS' IW- � •• • !� I �1=1/4" MIN. EMBED INTO CONCRETE-(HEAD/SILL/JAMBS) W uj a0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 0� = w a H I! !! I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 3 M °�' g 4 W INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o p J f zo _ > ii ii o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z ao W li !i ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) _j z u �! �! STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ¢o ON- ! I! W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � U WW J k' N W a7 #12 SMS OR SELF DRILLING SCIS (GRADE 2 CRS) j ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) o !I !I I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN:) 0 t- !!I !I 1 5 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) c N : !: I! I! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 o o o II II 13 < w w TYPICAL EDGE DISTANCE NCL 1 IL o j INTO CONCRETE AND MASONRY = 2-1/2" MIN. °' 2 * WO D BUCK INTO WOOD STRUCTURE = 1" MIN. 17 INTO METAL STRUCTURE = 3/4" MIN. _ On vi n 16 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. g 10 1 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 0 0 0 0 1 * of C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. ;u o o w i I \ * I � $ ° ° e A N r G a 9 .a `' °• � ° v• .v>. - k3uii•31t:�•,f�o;,, � — c ° O V 0 V Y TYPICAL ANCHORS T rPICAL ANCHORS` Expirati-m Elate_ g i ! •' s a SEE ELEV. °' SEE ELEV. ATE OF �� drawing no. r FOR SPACING FOR SPACINGOR40�.•'. ® ; g: EDGE DIST. ti:=i�ntt *roi'ttct C�rac�i .0, ��e ' �C9�\� W 1 1 -05 y EDGE.DIST. - - sheet 2-of 6 - — zEz . C 3 �v I 1/4" MAX. o r ' 1/4" MAX 11 SHIMS 1/4" MAX. Z fi ti 3 C 1BY SHIM p SWM Q 5 WOOD BUCK �;, W I 4A 18TIT S 12 a v,o TYPICAL ANCHORS 2BY WOOD BUC J p U SEE ELEV. TYPICAL ANCHORS ----------SCREEN OPT. ---------------- L, FGR, SSPAACING WOD STRU RESEE ELEV. IL FOR SPACING 1 1/2 00)1, O M 0 - - _ - - - paean _. _.. — — — — — — — ——— —— — —— — _ r .Q_ w O • • o— • W p + N Ld Npolio 0000•• C (1Q� • • (0 5 • • ••••i• TYPICAL ANCHORS ju ON1 i••••i 1 •EXTERIOR a v FOR SPA • SPACING 0.000 METAL STRUCTURE D.L. OPG. • •. ••:••• • s U • 0) • VENT WIDTH _j J •u 000000 • w tJ u1• • • CD WINDOW WIDTH • 3co V1 :•� • • 0000•• • 0000•• ~ � ••a K • • • N �(0 MIAMI—DADS COUNTY S 0 �M APPROVED MULLION Z 3 LIL. SEE SEPARATE NOA Z� O TYPICAL ANCHORS o O N J v SEE ELEV. FOR SPACING NLLI _j W poo m i — _ f _ li I I II II I I I I Uf'i U I 1 � I I � N N - - - - - - * _ Og z II II �� ; r I I + 7 Q U 4 L___J N a o a 1 o z o WINDOW WIDTH WINDOW WIDTH o o a N N �; soon L U O W k ID ``11111111��' - P:TODUC 4'RE V iSE13 as c4amplying with the F''Eorj& .70592Codc a' 0 Acceptance No( ^7DII•_�Z o � � c t a m v v EvDiradou Data Ot By lj A jff Z6go 0 OF �(/�� dragwint g no. Miami Dante Product(A-,ntrrnl ORWN. —�5 t ®N�aLt�� sheet 3 of 6 i �l O v U EDGE DIST. _ _ _ _ /A N EDGE DIST. METAL r----------------i� ■Y STRUCTURE o i T TYPICAL ANCHORS �I MIAMI-DADE COUNTY APPROVED I� a , SEE ELEV. FOR SPACING I1 MULLION & MULLION ANCHORS I I a0 SEE SEPARATE NOA I Z J p •. o p o I I 0 M N Q aI N v a..v °• I`EDG j i O U d E DIST. L---_-- ------- ---� .... O JrCLuW N � 0: a t- L6 O I 15 15 N I 15 O N ti V 'eurIS �+ ALT. 0aoa .°� - - - O0ta TYPICAL ANCHORS TYPICAL ANCHORS .145-07- Z� • .s• A 2 • SEE ELEV. SEE ELEV. J.$c0 g • •• •••••• FOR SPACING FOR SPACING +�•W • • � •� • 0000•• • • 00.00 „ � o • C5 •9••. i 0900•• 00 J . Lf) •• • c ZGm • d • • LLJ 'a w �' to c0 ca �co It O �� C o � J � 1/4- MAX m ? ao SHIMS ALT. 3 3 Z 15 o 0cq_jv � U LLn o TYPICAL ANCHORS N W co m SEE ELEV. FOR SPACING i a ° 4 d � � L o 0 0: TYPICAL ANCHORS o o o SEE ELEV. FOR SPACING d R a W W D ° d N O V D Ld A N a o a s z Z) 4 •� O O O O ALT. C � o 15 `\`11111111 11//�/ ti INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERD ..... ^ p ` ��'.•' ElVSF'• '_ice CIA "� e o with the FES N .>r0592 0 a ama No r ojj.7ZZ, / � v° o v` u V V I •• °. Lii.:uiDIIu.0�Q = �1! ~ •W i By s; f4.►Q uj4iv :®• STATE OF �.�` drawing no. t .FtoRtoP..� ®�• hW11 -05 7:atrfiDade qty �i �►• ��\�� EDGE DIST. S/®NAL sheet 4 & 6 t O ' 2.750 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �v w 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 ro o t z" 500 2 E502 4 VENT 6063-T6 - 3 FYI 08 AS READ. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 Z M j 1.330 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 8063-T6 - z 06236 FY109 AS REQDL ltj . GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - a g N jLI 4 E508 AS REQD. SNUBBER - VENT, FULL LENGTH 6063-T6 - IL V o 078 2 821 4A E509 AS REQD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - Q W M v 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - � Q Iy Cr 1.893 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAS v M 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB O >m C 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SDSO d 0 A 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK_ TRUTH- Q O FRAME HEAD/SILL/JAMB _ 12 6/ VENT KEEPER STEEL N • •• •• •• 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 2.354 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - s*'Q m g -1 • •0 i• —1.330-115 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ' z'1'1 w • - 2.688 _ a••i 0! F- ••.••• 16 3 ANTI SAG SKATE NYLON M&M PLASTICS • • • • - • o .062 17 #10 X 1-1/4- 2/ SKATE FH SDS SKATE SCREWS ••0••• �• ••••• 18 �8 X 3/4" AS REQD. FH SMS SNUBBER SCREWS IN PAIRS 2" APART. PAIRS SPACED AT 7-3/4' O.C. � 0 • � . 2.094 372 .500 769 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4' X 4" LONG EPDM DUROMETER 80±5 SHORE A u �o a ""'• .062 2.813 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE co • • .896 2.611 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL R_ •" +•� • o • • SEALANT: •A •••••• .719 .590 is FLUSH FRAME ADAPTER ••L • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH (n w k SCHNEE-MOREHEAD SM5504 SEAM SEALER. N 1.562—d 1'750 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. N V7 O O 17 Lo VENT 493 LOCKS: os Z ao LL 00 00 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 5 3 Z FTL519 AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL cc FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. "i' W 000� W I .803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES "' 493 #33489.00.0001 SPACED AT. 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 L 14 CORNER.KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT m W m 3 GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS off o SEE CHART ON SHEET 1 FOR QUANTITIES o tn 0 W N 245 - So 'rO .130 HINGES: a t Zi a T .780 .120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' _ ir =.803 .045 -� LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.256 C q) ^ � L.1721O o ; N a OPERATOR: Q GLAZING-BEAD (INSUL. LAM. GLASS) O SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' U W LOCATED AT SILL END FASTENED WITH 6 10 X 1" P PH SMS �� ® A� ( ) # oyR�... ... M O i F.394 - - - .245 OPERATOR TRACK #30175 AT BOTTOM RAIL - �� ,�° oCEPdSF' 1. N I ° FASTENED WITH (2) #10 X 1" P PH SMS �..;,��:.,'-.��'•, i.;'S,jz ii3v�'�•'TYtI a , 803 .780 — .120 a50 ANTI-SAG SKATES: ./otr•ZZ - - m VINYL ANT!-SAG SKATES BY 'M&M PLASTICS' ry ��_� ` L •• �` drawing no. f 1.047 .720 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS a� �� an ��® ••. X20 o•.. 9 (1) AT BOTTOM RAIL AT 4 FROM LOCK STILE13'01.►�, •••• • �� I EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ��i�/®AIAL I - 38 -GLAZING-BEAD-(7/16" LAM. GLASS) O4 SNUBBER VENT- - - - - _ _ T _ _ _ _ ��T 11111 _ _ _- sheet 5 of 6 I s I i I I 1 I I I k I I I m z —I � 1 0 Z m \ I I I I > IL 9 3 r m •.� At 16 = date: 02-23-11j revisions: • • aS-500 ALUM OUTSWING CASEMEIV� WDC(l. V 41�0AROOQ CORPORATION a m o no ate description NEERS&PRODUCT DEVELOPMENT �+ j, scale: 1�2 _ �• C 01.11.13 MANUF. ADDRESS REV. ECO WINDOW SYSTEMS,"— C;. 93 O�6NSETDR f' 0) ,p D 03.19.15 NO CHANGE THIS SHEET INE,SUITE 220 O dr. by: TARIQ E 06.23.15 NO CHANGE THIS SHEET 8502 N.W. 80th STREET MIAMI,FLORIDA 33173 (C-4.N. 3538) C MEDLEY, FL. 33166 ... • � F 09.27.17 UPDATED TO 2017 fBC • • • • TEL(SOS) 648100 FAX(305)262-8978 (IIP chk. by: TEL. (305) 885-5299 FAX 0(30S? 8854512 • • • COMP—ANL\W11-05EC0 f • • • • • • • • • • ................. . ••• •. •..... • ••• •