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WS-14-653Inspection Worksheet Miami Shores ViNage 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211058 Scheduled Inspection Date: April 22, 2014 Inspector: Rodriguez, Jorge Owner: CASTILLO JTRS, JAVIER & JORGE Job Address: 142 NW 95 Street Miami Shores, FL Project: <NONE> Contractor: MAYDAC WINDOWS & DOORS isunaing Department comments Permit Number: WS- 4- 14-653 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330620 Phone: (954)235 -6306 INSTALLATION OF IMPACT WINDOWS AND DOOR 20 Infractio Passed Comments WINDOWS AND 1 DOOR I INSPECTOR COMMENTS False April 21, 2014 For Inspections please call: (305)762 -4949 Page 22 of 33 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 210106. Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 21, 2014 For Inspections please call: (305)762 -4949 Page 22 of 33 ti0 Miami Shores Vil* Building Departme; 90050 N.E.2nd Avenue, Miami Shores, Florida 3 8 Tel: (305) 795.2204 Fax: (305) 756.8972 �J INSPECTION'S PHONE NUMBER: (305 762.4949 4 3 MA-T1 Urt c o l BIL ING Permit No. PERMIT APPLICATION Master Permit No. Permit Type. BUILDING _---' ROOFING JOB ADDRESS: 1(0, A� ge ST- City: Miami Shores y n County: Miami Dade Zip: 1, Folio/ParceW it °31 Vi 9 — oo Is the Building Historieally Designated: Yes NO Flood Zone: OWNER: Name (Fee `Simple Titleholder): ®1Ud�. E9 �� t ��7c9 %L. Phone #: Address: / Uj q 5 st City: State. Zip: 7,71 S-0 Tenant/Lessee Name: Phone#: Email: Name: fid C WVJ00 t -0 i aWy Phone#: t 3 0 City: �' AM R 0^- Qualifier Name: 0 State Certification or Registration #- J C-� C / S/l .1 V VIJ / Cer ifica�}of Compete cy #: _ Contact Phone#: S t ���'7 Email Address: fit% DESIGNER: ArchitectBngineer: --Phone* Value of Work for this Per Type of Work: OAddition Description of Work: _M Color thru tile: Submittal Fee $ Permit Fee $ CCF I CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Doable Fee $ Structural Review $ TOTAL FEE NOW DUE $ c 2 �0-7 ° I Bondigg (iompany's Name (if applicable) Bonding Company's Address City , State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice o commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will prov a reinspec n fee will be charged. Signature Signature Owner or Agent Contractor The fo oing ' trument acknowledged before me this The f ing ' strument `w acknowledged before isle thi. day of 20 I , by �a v; za i7 ��? S �i %ln day of , 2v , by //a�Z�' � // L1, who is personally known to me or who has produced who is personally known to a or who has produced identification and who did take an oath. NOTARY Print NU121W I I , " , v My Co ssion {0 fl MY COMMISSION #FF014220 oPP� EXPIRES May 5. 2017 (407) 39&0153 FloddahlotarvSeivice.com APPROVED BY Plans Examiner Structural Review (Revised 3 /12t2012)(Revised 07 /10107)(Revised 06 /1012009)(Revised 3/15/09) as identification and who did take an oath. NOTARWURUC: Print: F40 My Co Zoning Clerk BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 DBA: Receipt #:ALL OTHER TYPES < Business Name: MAYDAC WINDOWS &DOORS LLC Business Type: (CERT SPECIALTY t Owner Name: MATTHEW RUSSELL MAY Business Opened:04/20/2009 Business Location: 4037 SW 5 ST State /County /CerUReg:SCC131150681 PLANTATION Exemption Code: Business Phone: Rooms Seats Employees Machines " Professioratls ?1 For Vefxft &Wrm s Only Vandinn Tuna! Tax Amount . Transfer Fee NSF Fee Penalty Prior Years Cdlectlon Cost Total Paid 27.00 0.00 0.00 0. -00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: MATTHEW RUSSELL MAY Receipt #04C -12- 00004090 4037 SW 5 ST Paid 09/10/2013 27.00 PLANTATION, FL 33317 2013 -2014 MAYDO -1 OP ID: SRI � iAA'fiviQMdAtDDIYYYIrj CERTIFICATE LIABILITY I 03/1812014 THIS CERTIFICATE IS ISSUED AS A MATTER OF.INFORMATION ONLY AND CONFEAS NO - S UPON TttE. i;ERTIEICATE xoLD> =RR THIS CERTIFICATE DOES NOT AFFIR14ATIVELY OR NEGATIVELY AMEND, EXTEND. OR ALTER THE COVERAGE AFFORDED By THE PO BELOW. THIS CERTIFICATE OF INSURANCE DUES NOT CONSTITUTE A .CONTRACT BETWEEN THE IS8U'INO iNSiJFtEFO),: AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HO IMPORTANT: IF the cerBfleate holder Is an ADDITIONAL INSURED the polkWW must be endorsed. If SUBROOATWN IS WA1VM. subject to the terms and conditions of the po0cr, certain pollcim may require an endorsement A statement on this certificate does not corder rights to the cortlMcate holder in lieu of such LM s . PRODUCER rtm Rail North American Ins Groap PAX 4440 Coral Ridge Dr., Ste 424 •854- 340 -2473 954-340-2475 Coral Springs, FL 33074 ADDRESS ; trathrial lsflUth.nat AFFORi 1NG C01JERAGE. Rr.RA : tarraitiaft InWfAnbe Company 16870. INSURED Maydac Windows & Doors, LLC INSURER a ; 94200 SW 24 Street Davis, FL 33325 C: D: IinsLlR�ta: COVERAGES CERTIFICATE NUMBIEW REVIS .N THIS IS TO GERTIF Y THAT THE POUC OF INSURANCE: Lt -ED BELOW HAVE BEEN ISSUED TO THE INSURED: NAMED ABOVE FOR. THE POILICY1 PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT; 'TERM OR CONDITION OF ANY coNTRAcr OR OTHER DOCUMENT WiLH RESPECT To WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES ;DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. L I WIPE OF IKSURAMW PO LICY GENERAL LIABILITY EACH 0O NCE $ 11 .. sM A COMMERCIAL, iiAmape X �cUR OSM00034304 -3 03M=014 0310313045 ? s 100,000 ,000 PERSONALaAD WHIR? 41 1,000000 CE EPI LAQGREGAT€ $ O- GERLAGGREGATELtl1 TAPPUES PER PRODUCTS- COWIOPAGG $ 2, ,000 X POLICY LOC $ AUTOMOBILE LIABILITY Es SSNGiE LIMIT ANY AUTO BODILY INJURY (Per pa). $ O�IED SCHEDULED N Y tN iI_R.Y I ac .. ..........$ �SCHED .._ DAMAGE: $ HIRED AUTOS AUTOO$ S U=REU A LIM OCCUR EACH • OCCURRENCE $ EXCESS LIAR HCLAMIS-MAIDE AGGREGATE aB T DED S WORKERS C0119PENSlTION I J iMC ATU 0TH, AND EMPLOYERS' LtABILIW ANY FROPRiETORIPARTNER/EXECUTNE YIN EL EACH ACCIDENT S OFFICERII"aER EXCLUDED? ❑ MIA _..� (VAndatwy in MM EL DISEASE - EA EWLOYEE $ i iiyy�8� desm** - DESCR[ TKM WGW E:L E} SEASE:. POLICY LIMIT- ' $ i oEscxx, koN OF OPERATIONS I LOCAMONS I VMUMJM- VUWK AOORD �M. AdManal Rmarks Sdwd^ If mamspoft to WINDOWS AM DOM INSTALIATION CON'TFACTORS LICENSE #scc13115068 CERTIFICATE HOLDER CANCELLATION CITY SHOULti ANY OF'RIE ABOVE DE Pal MES BE cANCIEUM BEFORE CITY OF MIAMI SNORES THE EXPIRATION DA'Z'E THFREOI:, NOTICE 1WILI- BE DELIVERED IN ACCORDANCkWITti THE POUCY PROVISIONS. 90050 NE 2 AVENUE MLAAl SHORES, FL 33138 R s>:NrATI>� 0 19W2010 ACORD CORPORATION. All rights rewrimcf. AGORD 26 (2010t05) The AGORD name. and logo are registered rnaft *fAC0RO STATE OF FLORIDA DEPARTMENT OF BUSINESS AM PROFESSIONAL REGULATION •OYSTRUCTION INDUSTRY LICENSING BOARD (830) 487-1395 19440 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MAY MATTHEW RUSSELL 4031 SW STH ST PLANTATION FL 33317-4011 e THis [DOCUMENT HAS A COLORED 13 A CKGROUND • i%/11CnOPR I NTING • 1-11NEMARK" PATEN 1'ED PAPER - I I i umm LCYS.,(Oi if STP xder­tb* izi� E piratiQa 4ate: - 2014 AUG... _P 4037 W_ 5.1 PI4;M ATI VN L Wf X, - AA Mr_%1f tin a -ION C on g a' on With this n You arty one million ID F or"an ce e%b a Department o f Regulation. h1 : Our p f;W I s n re n g from businesses b oxam to be q us restaurants, and they Every day we work to Improve the way we do business In order to serve you better. For Information about our services, please tog onto www.myfforidalloonse.com. Them you can find more Information about our divisions and the regulations that Impact you, subscribe to department newsletters and loam more about the 4.1! ':Y. q'; Department's Initiatives. Our mission at the Departrrient Is: License Efficiently, Regulate Fairly. We constantly strive to serve•you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new licensell e THis [DOCUMENT HAS A COLORED 13 A CKGROUND • i%/11CnOPR I NTING • 1-11NEMARK" PATEN 1'ED PAPER - I I i umm LCYS.,(Oi if STP xder­tb* izi� E piratiQa 4ate: - 2014 AUG... _P 4037 W_ 5.1 PI4;M ATI VN L Wf X, - AA Mr_%1f tin a -ION 4.1! ':Y. q'; ri NV 6t KEN LAWSON W& SECRETARY r-r% i AIAI Property Search - Report MIAMI-DAIM COMM • APPRAISER Lazaro Solis \ttP PROPERTY Property Information: Folio Property Address Owner Name(e) Malling Address Primary Zone Use Code Fkror$ Living Units Lot Size Year Bunt Full Legal Description Information: 11- 3101 - 033 -Mo 142 NW 95 ST JAVIER E CASTILLO JTRS JORGE E CASTILLO JTRS 142 NW 95 ST MIAMI SHORES FL 33150 0800 SGL FAMILY -1701 -1900 SQ 0101 RESIDENTIAL - SINGLE FAMILY: I UNIT 3/2(0 1 1 1,725 12,500 SOFT 1948 MIAMI SHORES SEC 6 PB 10-39 LOT 5 &6BLK132 LOT SIZE 100.000 X 125 COC 22443454105 2004 5 Year 2013 2012 Land Value $113,000 $90,000 Building Value $88,412 $94,129 Market Value $201,412 $184,129 Assessed Value $187,259 $184,129 Benefits Information: Benaftt Type 2013 2012 Save Our Homes Cap Assessment Reduction $14,153 $0 Homestead Exemption $25,000 $25,000 Second Hom®etead Exemption $25,000 $25,000 Widow Exemption $0 $0 Note: not all benefits are applicable to all Taxable Values (is County, School Board, City, Regional). Page 1 of 1 4 N\ P-101 Photography 2012 Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption! Taxable County $60,000/$137,269 $50,000/$134,129 School Board $ 25,000/$182,259 $25,000 /$159,129 City $ 50,0001$137,259 $50,000 /$134,129 Regional $50,000/$137,269 $50,000134,129 Sale Information: Data Amount OR -Page Qualification Code 04/15J2010 $205,000 272824357 Qual by exam of deed 05101/2004 $0 22443.4541 Qual by exam of deed Diselahner. The Office of the Property Appraiser and Miami -Dade Comity are continually editing and updating the tau roll and GIS data to reflect the law property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or themadc accuracy of time data herein, its use, or its websnft is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems ofrecord. The Appraiser Although this �P�' PPS' and Miami -Dade County assumes no liability, either for any erors, omissions, or Inaccuracies in the information provided regardless of the cause of such or lbr any decision made, action taken, or action not taken by the user in reliance upon any information provided heroin. See Miami -Dade County full disclaimer and User Agreement at httpJ/ www .miumida&.gDv/info/dbdaimer.asp. Fropety information inquvie% comma, and suggestions emm7: pawdroaff@miamidade.gov GIS inquiries, comments, and suggestion emaff: gis@miamidade gov Generated on: Wed Feb 19 2014 http:// gisweb. miamidade. gov/propertysearch/printMap.htm 2/19 /2014 MayDac Windows .& Instw1afign AgMMent 40MW P Street, Plantation, FL. M17 Phone: 954.790.0625 — Fax: 954.327.8499 License & Insured # SCC131150681 Doors, LLC. The partles to this agreement are MayDac Windows & Doors, LLC and Javier Cato The knprovenw is will be consfiucted on the following described real property: 142 NW 951h Street Miami Shores, Fbida 3310 Owne(s) weneft to M40ac Nfirabs & Dma, UC drat Frey oxm the real pW* deecded don MayDac Windows & Fors, LLC. gees to furnish all labor and material neoessary to construct and install the Improvement In this agreement and described on estimate numb: 2088 Owner(s) agnees to pay MayDac Windows & Doors, LLC. $17,521.98, in U.S. Dollars, pay" as fbilouws: Total due at completellon: $17,52118 Inbred Ad am* on ar8 WvMd at tire rate of Owdeen (98%) PNVOK WeredorUm gate aftowed by low, Mthever Is Vw r. MayDac Windows & Doors, LLC. shall supply and install windows and/or doors as described to the attested quote. if extra work Is required or perbTned, such additional work shall be stated below' and either be included in the contract prioe or billed separately as rimed bow. •�! • . Miami Dade BuR ft code. www.Mayftc.com 2. For those seledahs of maw requiring special corWderations, including, but not limited to cash de #s to Insure #WS production, MayDac, Windows S Doors, U.C. may, at its open, reWlre deposits directly from the Owner(s) to pay such required deposit directly to the dish or manufacturer. It Is understood that when matching existing coition such as col, size, planes and #exthre, MayDac Windom S mss, LLC. will provide materials so as to match, as comely as amble, the exMfg materials. MayDac Windows S Doors, LLC. does not guarantee materials will match exLating conditions. 4. MayDac Windows & Doors, LLC. wa mints Installation for a period of one (1) year. AN other warranties are specifically disclaimed. Additional warranties may be provided by tike manufacturer. 5. This agreement and any document ddendel in this agreement constitute the entire understanding of the pars. There are no ottw agreements e w or Implied. AD discussions and negotiations are deemed merged ift this agreement. Any maw discussed prior to the fining of this agreement but not addressed In this agreement has been mtentio rally exclude!. This agreement shad be construccted as I the parties jointly prepared it so that any uncertainty or amb** shall not be ink against any one party or In favor of the other. This agreement shall be constructed in accordance with tits law of the State of Florida. ff any portion of this agreement should be deemed unenforceable by a court of competent jurMdc on, to remainder shall refrain in fun force and efloct. In any action under this agreement, the Onar(s) waives and rW it might to a jury trial and further qpes that any action or priding arising out of, or relating to the subject of matter of this agreement must be brought In ftward County, Florida, only. In the event it Is nay for MayDac Windows S Doors, LLC. to edema any prover of this agreement, or defend itself with respect to any matter related to this agreement, Owners) wiA be responsible for all cost and attorney's fees incurred by Matydac Windows & Doors, LLC. This agreement may not be trenasrred or awned without the wrest consent of MayDac Windows S Doors, LLC. This agreement may be modified only with the written consent of both parties. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (713.00 TO 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS, AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAN IS KNOWN AS A CONSTRUC71ON LEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIAL SUPPLIERS OR NEGLEI S TO MAKE OTHER LEGALLY www.MayDae.com REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LEIN IS FILED YOUR PROPERTY COULDBE SOLD AGINS YOUR WILL TO PAY FOR LABOR, MATERIAL, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES YOU CONSULT AN ATTORNEY. THE BUYER HAS THE RIGHT TO CANCEL THIS AGREEMENT UNTIL MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DAY ON WHICH THIS AGREEMENT IS SIGNED BY GIVING WRITTE NNOTICE OF CANCELLATION TO M AYOAC WONDOWS S DOORS, LLC. AT THE ADDRESS LISTED IN THIS AGREEMENT VIA LISPS CERTIFIED MAIL OR COURIER SERVICES. IF THE AGREEMENT IS CANCELLED BEFORE NIGHNIGHT OF THE TIVRD BUSINESS DAY, ALL DEPOSITS WILL BE RETURNED. THE OWNER (S) HEREBY ACKNOWLEDGES RECEIPT OF THIS NOTICE OF OWNER (S)' RIGHT TO CANCEL ON November 21, 2013 I undemtond and amt the proposal, W have had the opportu* to rent arW ask questions N'r 77 I " litim JOB NAM.* JOVW Ce M DO JOB ADDRESS: 142 NIN NP OW MhsnJshores, ftft 33150 MayDac Windows & Doors, LLC. 4037 SW 5'h Street, Plantation, FL 33317 Phone: 954.790.0625 — Fax 954.327.8499 E -mail: maydamales@gmall.com www.MayDae.com _kllC°RO® ' ' ' CERTIFICATE OF LIABILITY INSURANCE 03/2NI/DD/YYY1f) 03/27/2014 PRODUCER ( 954) 942 -4400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southgate Ins Agy of Pomp Bch Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 639 North Federal Highway HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR g Y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P 0 Box 728 Pompano Beach FL 33062- INSURERS AFFORDING COVERAGE NAIC # INSURED MAYDAC WINDOW AND DOOR LLC INSURER A: FUBA 14200 SW 24 Street INSURER D: Davie I FL 33325— INSURER E: COVFAAnFS 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDT POLICY NUMBER POLICY EFFECTIVE / / POLICY EXPIRATION / / LIMrrs EACH OCCURRENCE $ GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE I—] OCCUR / / / / / / / / DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ / / / / POLICY PRO- JECT LOC AUTOMOBILE LIABILITY ANY.AUTO / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS / / / / / / / / BODILY INJURY (Per aoddent) $ HIRED AUTOS NON -OWNED AUTOS / / / / / / / / PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY / / / / AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO / / / / $ AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY / / / / EACH OCCURRENCE $ OCCUR F-1 CLAIMS MADE / / / / AGGREGATE $ $ DEDUCTIBLE / / / / $ RETENTION $ / / / / A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE ANUS OTH- E.L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? El (Mandatory In NH) 10644013 04/01/2014 04/01/2015 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 11000,000 If yes, describe under SPECIAL PROVISIONS below / / / / OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Scope of Works Installation of Windows and Doors Contractor License #: SCC13115068 SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City Of Miami Shores IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 10050 NE 2nd Avenue REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Miami Shores FL 33138- "p, - ACORD 25 (2009/01) ©1988 -2009 ACORD CORPORATION. All rights reserved. INS025 (2oosof) The ACORD name and logo are registered marks of ACORD .A oil, lmwlr "mil `l' I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■L ■ ■�YIiL ■IWIY` / \ I► n\ "-J\ ;1■■■■■■■■■WE H Ncow�M. 1 2010 FLORIDA BUILDING CODE /ASCE 7 -10 :• WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES Clone 41 DESIGN, PRESSURES FOR EXTERIOR ZONES CZQne 53 •� • Mean Roof T Area (sq. ft) Hel • (11) 10 15 20 CI& 30 35 40 45 15 37.8 36.8 36. .5 3S:1 34.7 34.4 34.1 33.8 - 41.0 -40.0 -39 3 -383 37.9 37.6 -37.3 -37. 16 383 373 36.6 36.0 35.6 352 34.9 34.6 34 16 - 41.6 -40.5 39.8 -393 -38.8 -38.4 -38.1 -37.8 -37. 17 38.8 37.8 37.1 363 36.0 35.6 35.3 35.0 34. -42.1 -41.1 -403 39.8 39.3 -3 &9 -38.6 -38.3 -38.0 18 382 375 36.9 36.5 36.1 35.7 35.4 35. 52.0 61.6 -40.8 -403 -39.8 - 39.4 39.1 -38.8 -385 19 393 38.7 37.9 37.4 36.9 363 36.1 35.8 35. L39.3 32.0 - 413 - 40.7 -403 -39.9 -395 -392 -38 39.7 39.1 383 37.8 373 36.9 36.5 362 36. 19 - 125 -41.7 - 412 -40.7 -40.3 -39.9 -39.6 -39.4 22 -532 39.9 39.1 385 3 &0 37.6 373 37.0 36.7 - 44.4 -43.4 - 42.6 - 42.0 - 41.5 - 41.1 -40.7 60.4 -402 24 41.7 40.6 39.8 392 38.7 383 38.0 37.6 37. 453 - 442 - 43.4 -42.8 - 42.3 - 41.9 -41.51 41.2 -40.9 26 42.4 413 40.5 39.9 39.4 39.0 38.6 38.3 38. 22 - 46.0 - 44.9 -44.1 43.5 - 43.0 42.6 - 422 - 41.9 -41.6 28 43.1 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38,6 - 46.8 -45.6 - 44.8 -442 - 43.7 - 432 - 42.9 - 425 -422 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 395 392 -47.4 - 463 -455 -44.8 - 44.3 - 43.9 - 43.5 -43.2 -42.9 32 42.4 432 42.3 41.7 41.2 40.7 40.3 40.0 39. 26 - 46.9 -46.1 - 45.4 - 44.9 -445 - 44.1 - 43.8 -435 34 -56.8 43.7 42.9 422 41.7 41.2 40.9 40.5 402 R46.0 - 473 -46.7 - 46.0 - 45.5 -45.1 - 44.7 - 443 -44. 36 442 43.4 42.7 42.2 41.7 41.3 41.0 40.7 -57.7 -48.1 -472 - 46.6 - 46.1 -45.6 -442 - 44.9 -44.4 38 43.7 44.8 43.9 432 42.7 422 41.8 415 412 30 -49.91 48.6 -47.8 47.1 - 46.6 46.1 - 45.7 - 45.4 45.1 40 46.5 442 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -50.4 - 492 483 - 47.6 47.1 - 46.6 -462 - 45.9 -455 44 47.4 462 45.3 44.6 44.0 435 43.1 42.8 42.4 -SIA - 50.2 - 49.3 48.6 - 48.0 47.6 - 472 46.8 465 48 483 47.0 46.1 45.4 44.8 "A 43.9 43.6 432 34 -S2.4 -51.1 - 502 -49.5 48.9 48.4 - 48.0 - 47.7 -473 52 49.1 47.8 46.9 462 45.6 45.1 44.7 443 44.0 -53.3 -52.0 -51.1 -50.3 -49.8 - 493 -48.8 485 48. 56 49.9 48.6 47.6 46.9 463 45.8 45.4 45.0 44. -54.1 -52.8 -51.9 -51.1 -50.5 -50.0 - 49.6 - 492 -48. E 50.6 493 48.3 47.6 47.0 46.3 46.0 45.7 453 -34.9 -53.6 -52.6 -51.9 -513 - 50.8 503 - 49.9 -49.6 Mean Roof TrUmbuy Area (sq. f • • "dam • 10 IS 20 30 35 40 45 37.8 36.8 36.1 354)25.1 34.7 34.4 34.1 33. -50.6 -48.6 -472 -46 -452 -44.5 - 43.8 -43.2 -41 383 373 36.6 35.6 35.2 34.9 34.6 34 16 .0 -513 - 493 -47.8 -46.7 - 45.8 - 45.1 -44.4 - 43.8 -433 38.8 37.8 37.1 36.S 36.0 35.6 353 35.0 17 52.0 -49.9 -48.5 -473 66.4 - 45.6 -45.0 - 44.4 -43.8 18 393 382 375 36.9 36.S 36.1 3S.7 35.4 35.2 -52.6 - 50.5 -49.0 - 47.9 - 47.0 - 46.2 -455 64.9 -44.4 39.7 38.7 37.9 37A 36.9 36.5 36.1 35.8 35. 19 -532 -51.1 - 49.6 -485 -475 - 46.7 - 46.0 - 45.4 -44 402 39.1 383 37.8 373 36.9 36.5 362 36. 20 -53.8 -51.7 -50.1 - 49.0 - 48.0 -472 66.5 -45.9 -45. 41.0 39.9 39.1 385 38.0 37.6 373 37.0 36. 22 -54.9 -52.7 -S1.2 -50.0 - 49.0 -482 - 475 -46.8 -463 41.7 40.6 39.8 392 38.7 38.3 38.0 37.6 37. 24 5S.9 -53.7 -52.1 -50.9 - 49.9 - 49.1 - 48.4 - 47.7 -47.1 42.4 41.3 405 39.9 39.4 39.0 38.6 383 38.0 26 -56.8 -54.6 -53.0 -51.8 -50.8 - 49.9 - 492 - 48.5 -47.9 43.1 42.0 412 405 40.0 39.6 392 38.9 3 &6 28 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 - 49.9 - 493 48. 43.7 42.6 41.8 41.1 40.6 402 39.8 395 392 30 -58.6 -56.3 -54.6 53.3 -523 -51.4 -50.7 -50.0 -49.4 443 43.2 423 41.7 412 40.7 403 40.0 39.7 32 59.4 -57.0 55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 44.9 43.7 42.9 422 41.7 41.2 40.9 405 402 34 60.1 -57.8 -56.1 -54.8 53.7 -52.8 -52.0 -513 -50. 45.4 442 43.4 42.7 422 41.7 413 41.0 40.7 36 -60.8 -585 -56.8 -55.4 -54A -53A -52.7 -52.0 -513 36 46.0 44.8 43.9 43.2 42.7 422 41.8 41.5 41 61.5 -59.1 -57.4 -56.1 -55.0 -54.1 -533 -52.6 51. 46.5 452 44.4 43.7 43.1 42.7 423 41.9 41. 40 62.2 -59.8 -58.0 56.7 -55.6 -54.6 -53.8 -53.1 -525 47.4 46.2 453 44.6 44.0 435 43.1 42.8 42 44 .635 61.0 .592 - 57.8 56.7 -55.8 -54.9 -542 -53. 48 483 47.0 "A 45A 44.8 44.4 43.9 43.6 432 64.6 62.1 603 -589 57.8 -56.8 -55.9 -552 -543 S2 49.1 47.8 469 462 45.6 45.1 44.7 443 44.0 65.7 632 613 -59.9 -58. - 57.8 56.9 -56.1 -555 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 56 - 66.8 642 623 60.8 -59.7 -58.7 -57.8 -57.0 -563 50.6 493 483 47.6 47.0 46.4 46.0 4-5:7T-45.3 67.8 65.1 632 61.7 605 59.5 - 58.6 57.57 General Notes 1 These tables He allowable pressures (W.,j, given as 0.6•Ww. where W h is die wind pressure calculated to accordance with Chaptom 26 and 30 of ASCE 7 -10 using the uldms design wind speed (ltnit) and die variables given heroin. 2 Thy tables are not valid as a site - specific drawing 3r No alterations or mereOgs on this doh are permitted 4 These tables apply to walls and vertical suribcas only 5 Use of these tubes, and the values and coeffmiems listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other war muty or cufficadon is intended or applicable. ?. This document is the work and proWW cf Emma T. Mollinge , M. and shall not be reproduced in whole or in part without her e I 11 written aonseot. WhTI�W' INQ SPMD M312bl E;POSUWCMMORY'' in buinglihm 1 Tables show the"worn cruse" design pressures. with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For rduugions fiu roof slopes lase then 10 de pw%consult F.aginver for site specific andysis. 3 Calculate the avmage roof haight. Ifavmago cannot be dommmined. use the peak rodbeigbt. Randaptheroof beighr to the tenet highesttable value. 4 Caloulate the nihmary area pength x height) ofthe opening to question. Round the tributary area down to the nett smallest table value. Ifthe tributaryares is unknown, use the most cr 8eal value (10 s 1 feet} 5 Area between souucrmal mullions shall be used as tributary area. 6 }> erermme the Zone (hrortor 4.or Exterior 5)ofthe opening An opening with any lwRionoloser then distanw •a to a building comae shall be considered in an Ftawr Zone (4 otlmwiso Wall of the opening falls more then distance V fiom a building comer, *a opmiug shall be considered in an Interior Zone (4). 7 Distance V as refired to above, shall be calculated as the smeller of 100/6 ofthe minis a n building width or 40%of the height, but not less than 3 && 8 Read the warst case poritme and oegahve dew pressents for use as required by governing building department. A . . ... . . . ... �� 1 .+ ♦ .rrr.�,[TI�iJ1�:.._ M'SpJri�ilt'1 X r M M-- F- -M :.'Z�!iy� ��r�iA "��iLi��!�,��--•��'����.7T�1�s.7����jj1,,,, _". �I • • l�irl�l�J�Ci!1�4���� �1.11J1!'J' /J CiI�L�l'L�'•�JI:L'1�_-- 0C'ii�i!��.••- �7iid= l!'i"L.Jl' � f:'i��ll %��!1!!s��i t c 4lllt•"s? 1• _-- - E If.• drt - �� 1 .+ ♦ .rrr.�,[TI�iJ1�:.._ M'SpJri�ilt'1 X r M M-- F- -M :.'Z�!iy� ��r�iA "��iLi��!�,��--•��'����.7T�1�s.7����jj1,,,, _". �I • • l�irl�l�J�Ci!1�4���� �1.11J1!'J' /J CiI�L�l'L�'•�JI:L'1�_-- 0C'ii�i!��.••- �7iid= l!'i"L.Jl' � f:'i��ll %��!1!!s��i t c 4lllt•"s? 1• _-- ■•,lN"�0 1 • OWN ; I t I I llm A& p l %l w1�7]1!�L�'70 tl��:IJ_-- 1 n-, 1 i 1 11.. rrli�f 4r�r,�� !�1'IIJN "111t!h ► _-- �;� M"Mr—k- M • : • !���7.•r ► J • j r . � • Cli a� rJ11L:.' •."J _ -- raN:Sian.E.�71Tiy ll ♦ � � '! I .i J i • m _ � ��1 .I � {' � T fl t�l 71iS ►rn _ -� • I7Flrii'ji/1f�,'7 �'�_ � 1�if ♦ l"�] +.I w ,['{y'(f./�11�'1�LJliiL7 �Lwi fnL7ylft�./!s7�1 _-- • ♦ :Ld:�li� • ♦ ! ♦ J •[l,���- �{m�{C:!/i�I�irl[i' C•� I,< .� � I� I Imo. • /L/ /�ti?, "� �i�; �� C/1!I!y�����-- THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOUR PLAN AND ALL PHUDUG1 APPHUVALS. —A NNIMUM OF TWO INSPECTIONS MAYBE REQUIRED (1st) MUM-DURING THE INSTALLATION OF CONCEALED FASTENERS (9" RMAL - AFTER ALL WORK IS COMPLETE MIAMI•DADE 14IIA H DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 B0,k1W3NFE0AE4DrVJ1INISTRAT1ON DIVISION T (786) 315 -2590 F (786) 315 -2599 0T9CE OF A'& * W1qdow Systems, 14 N 106 Street Medley, FL 33178 www.mia mid a4&&*_X ecanamr This NOS ' ssued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI- J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptant ate mined by Miami-Dade County Product Control Section that this product or ma eats of the applicable building code. This product is approv _ ascribed herein, and has been design •ompiy with the Florida Building Code, including the His elocity Hurricane Zone. DESCRIPTION: Seri 'Teo -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOC : Drawing No. W09-20, titled "Bco -Guard Series -300 Ain ixed Wdw- (L.M.I. } ", sheets I through 5 o , d 03/23 /09, with revision C dated 01/11113, pre by Al- Farooq Corporation, signed and sealed by Javad . bearing the Miami -Dade Product Control Revision stamp with the Notice of Acceptance number an y 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 NO.46Mlure, to comply with any section of this NOA shall be cause for termination and removal of NQA- ' . • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •Eou ty, Florld4 • and followed by the expiration date may be displayed in advertising literature. If any, pbtddn of AMA is displayed, then it shall be done in its entirety. ""• • INSPECTION: A copy of this entire NOA shall be provided to the user by de:, iq�ufaeft. sF its distributors and shall be available for inspection at the job site at the request of the N4444%,Official. • This NOA revises NOA# 12- 0223.25 and consists of this page 1 and evidence pages F.1 mt E-2, gt*9"N;C*1t as approval document mentioned above. • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. '. '� • NOA No. x106.05 MIAMI D E O LINTY E p ration Date: June 2014 �� pproval Dale: May p' :age 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets i through 5 of 5, dated 03/23 /09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted urader 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 481/4" 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, I ETI- 082193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09 0413.08) 4. Test reports on: l) 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 481/4" 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 sled by Candido F. Font, P.E. (Submitted under NOA #09 0413.08) • 0 • ... • - 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 f-W : • • • 2) Cyclic Wind Pressure Loading per FBC, TAS R8t•94 • • • • along with installation diagram of a 47 5/8" wide x 96" high EcdLUM5 series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering &•'fig Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed an4jj& by GandWo F. Font, P.E. (Submitted under NOA #09- 0413.08) • N�anue E. Prodgg�G'�ntrol er N4A No,1 6.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -1 •••..• • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNTP=D) 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12 0223.25) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08125 /11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12 0223.25) G. OTHER L Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC f%their Series "300 ECO- Guard" Aluminum Fixed Window — L.M.I., agprovyed on (TVA ti2 0000:0 and expiring on 06/17/14. 0000: 00.0 •. • 000.00 0000 000000 000000 • 0 0000.. 0 0000 0 .000 • • 0000 0000 •0000 0 0 0000.. .:. 000000 .0000 • • • 0000 0 �1 • J • • .r,I 000000 nuel, . • Proii� Cpntrol Exp r 0 • • • • MA No. 1j;= . 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -2 z.eea .052 2811 FLUSH FRAME ADAPTER Q FRAME Hm /SILL /.jAw RCO -GUARD SERIES -300 .ALUMINUM ZQ= WINDOA' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL. APPLIES TO S94ME (NITS OR SIDE BY SIDE COMBINATIONS OF FOL/FDL OR FWW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MUM -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PEE FROM WINDOWS OR MULLION APPROVAL WIM APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AMID 7ENED•7000MKYWdAT16 THN REQUIREMENTS OF THE FL�OdL BItWAO(� COD• INCL11" HWH 4TMM HURRICANE ZONE (HVHZj. • • • • •• �0 • • • • • WOOD IQJg , fS BY OTHIORS, WO W.41 whi 74TR LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON STARS, ANCHORS EMIIIEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCD. ANCHORING OR LOADINS C?NO111" HOT SRW W IN TTIESE DEfAMS ARE • NOT PART OF M APPRO10- • • • • • • •• A LOAD DURATION HN WW X% too � ftmai OF •ice WTHT6Wn4T. CI INCLUDING WITH GTSfER IWO rStUtLl�Ldt i 7HE • • • REQUIREMENTS OF THE FLEA SLOG. CODE SECTION 2013.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WwDDW YAW FALSE M1119M AM s O.L. Om {g OPli�jp{ A +� 750 .813 803 .oso u n " ® GLAZING BEAD 1.070 .s75 .oso n ANCHOR COVER RCO -GUARD SERIES -300 .ALUMINUM ZQ= WINDOA' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL. APPLIES TO S94ME (NITS OR SIDE BY SIDE COMBINATIONS OF FOL/FDL OR FWW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MUM -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PEE FROM WINDOWS OR MULLION APPROVAL WIM APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AMID 7ENED•7000MKYWdAT16 THN REQUIREMENTS OF THE FL�OdL BItWAO(� COD• INCL11" HWH 4TMM HURRICANE ZONE (HVHZj. • • • • •• �0 • • • • • WOOD IQJg , fS BY OTHIORS, WO W.41 whi 74TR LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON STARS, ANCHORS EMIIIEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCD. ANCHORING OR LOADINS C?NO111" HOT SRW W IN TTIESE DEfAMS ARE • NOT PART OF M APPRO10- • • • • • • •• A LOAD DURATION HN WW X% too � ftmai OF •ice WTHT6Wn4T. CI INCLUDING WITH GTSfER IWO rStUtLl�Ldt i 7HE • • • REQUIREMENTS OF THE FLEA SLOG. CODE SECTION 2013.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WwDDW YAW FALSE M1119M AM s O.L. Om {g OPli�jp{ A +� i , e• w x 1, 12" MAX. WID /1311. CLASS 0. aMS- O.L.O. HEIGHT = WINDOW HEIGHT - 3.825" 0.40, WIDTH WINDOW WIDTH - 3.825- THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE WACL I ow. am maw PRODI7Cf RwA= SHUTTERS ARE NOT REQUIRED. f 78ss: e>rpft� � Awe �41tQ. . %ft 89 '. �a qe-!, log I z •,j �Z§ 8�m 1�I armv" no. W09 -20 d u II 11 C u n " --_ ii n it I 1 If 11 ri Ii I{,I� n u 81 r i , e• w x 1, 12" MAX. WID /1311. CLASS 0. aMS- O.L.O. HEIGHT = WINDOW HEIGHT - 3.825" 0.40, WIDTH WINDOW WIDTH - 3.825- THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE WACL I ow. am maw PRODI7Cf RwA= SHUTTERS ARE NOT REQUIRED. f 78ss: e>rpft� � Awe �41tQ. . %ft 89 '. �a qe-!, log I z •,j �Z§ 8�m 1�I armv" no. W09 -20 r ANN. CLASS m % 1 -114° SMS AT 3-1(2 FROM ENDS AND 10 O.D. MAX GLASS TYPE 'C' , HEAT STREMD. CLASS AW VITERLAYM SENTRYCIAS BY 'DLIPONT' 3118' HEAT STREMD. CLASS MUOME 'DOW CDRWNC 899 AATT 33 —i/2" = ERRS AND IV O.O. MAX GL19S TYPE 'D` A WIDTH WCOW WIDTH '1 I I I I r � VflNDOYt WITH MOON r 1� r � s r � vADTN tvxaoo9r wroni I I i i i I I L J 4ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHCWN AHWE OR SMM CAN BE IVERIFIED BY 148 IMNC PICTURE W=W StNPE WMM SOWRE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBITAIMNG AUDWARIZ LOADS FROM THOSE SHAPES. WINIIOS 1 M" M LE 2a• sG' 39• 4r 48' S4• 1LP Be 72' 24' 3D• 38• 4r 48• 84° e9• 72• 24' 30" 48' 84• w 88• 72' 24• 3G• 39• 42• 48' 84• SO' 24' 3O• 38• 4r 49• sa• aa• 30' 38' 4r 48' 24• 3G' 38' 4r 24' 30• s9• . . ... . . . ... .. .. . . . .... . . . . . .. . . . . . ....... .... B BY 'DO AN GLASS LBUTAME SILICONE DON 09 I GE SCS 2 g m % 1 -114° SMS AT 3-1(2 FROM ENDS AND 10 O.D. MAX GLASS TYPE 'C' , HEAT STREMD. CLASS AW VITERLAYM SENTRYCIAS BY 'DLIPONT' 3118' HEAT STREMD. CLASS MUOME 'DOW CDRWNC 899 AATT 33 —i/2" = ERRS AND IV O.O. MAX GL19S TYPE 'D` A WIDTH WCOW WIDTH '1 I I I I r � VflNDOYt WITH MOON r 1� r � s r � vADTN tvxaoo9r wroni I I i i i I I L J 4ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHCWN AHWE OR SMM CAN BE IVERIFIED BY 148 IMNC PICTURE W=W StNPE WMM SOWRE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBITAIMNG AUDWARIZ LOADS FROM THOSE SHAPES. WINIIOS 1 M" M LE 2a• sG' 39• 4r 48' S4• 1LP Be 72' 24' 3D• 38• 4r 48• 84° e9• 72• 24' 30" 48' 84• w 88• 72' 24• 3G• 39• 42• 48' 84• SO' 24' 3O• 38• 4r 49• sa• aa• 30' 38' 4r 48' 24• 3G' 38' 4r 24' 30• s9• . . ... . . . ... .. .. . . . .... . . . . . .. . . . . . ....... .... O SEE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE T 6WAI. ANCHM SEE M".. FOR SPACIKG TYPICAL ANCHORS SEE ELEV. FOR WACM 1/4° DIA. TAPCON BY..11 (Fu-12D K4, Fy492 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONIC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4° DIA, TEKS OR SELF DRILLING SCREWS (ORSDE S CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE_ DANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. IMO WOOD STRUCTURE - 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE ra = MM PSI MIN. C -90 HOLLOW/FILLED BLOCK I'm m 1900 PSI MIN. SEALANT, ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. .M I CAA7. • I TYPICAL MtHOIB 1NY FOR �G WOW y z a� g UL m zz� 8 drawing no. W09 -20 a ,a SEE . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE T 6WAI. ANCHM SEE M".. FOR SPACIKG TYPICAL ANCHORS SEE ELEV. FOR WACM 1/4° DIA. TAPCON BY..11 (Fu-12D K4, Fy492 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONIC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4° DIA, TEKS OR SELF DRILLING SCREWS (ORSDE S CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE_ DANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. IMO WOOD STRUCTURE - 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE ra = MM PSI MIN. C -90 HOLLOW/FILLED BLOCK I'm m 1900 PSI MIN. SEALANT, ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. .M I CAA7. • I TYPICAL MtHOIB 1NY FOR �G WOW y z a� g UL m zz� 8 drawing no. W09 -20 1Y'SDL g PART @ MO. D®fBIMW MATERIAL MANF. t FYMI 2 FRAME NFAD /SU /Mffi 8083 -TB 2 FYdO2 AS RECD. OAM BEAD- 7/18' MASS 8063-TB 3 FY303 AS REOD XiMM COVER 8083 -7E - 4 E203 AS RECD. OLAZDIO BEAD BULB KECPFZ4E ULTRAFAS 8 FLO-80 1 MASS SPACER - 1111' HM SU MNE FRW LIM 8 010 x 1' 8 FRAME ASSEIdBL.Y SCREWS CRS PH SMS 7 M20 - FLUSH FRAME ADAPTER 8083 -T8 1 OPRONAL RECT .OR SWIM WW= plaw . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • •• •• • • • • • • • • • • • • • •Y 8 Z ot O 8° W 0 TYPICAL ARCHORS SEE ELEV. FOR SPAC010 N 1 QuOMJ G Z� �a 4t1 O m EW _NWAO FIX "M PRODUCT REVISED � Hm Pmtlda $ S ,}tg 6 ADMe s PM& u draxing m. 9, was -2a n ANA V. FOR SPACING • • • • • • ... .... .. . ...... . . . .. .... .. . . ... TYPICAL SEE ELEV. FOR MAX A d', e' A �E .d INSTALLATION DETAILS WITH FETISH FRAME ADAPTER au 5 IM Lyme.. z F 91 l a9 HI U U1 Q 5�0 8w ;;.WW drawing no. W09 -20 - — — blIAKI DADS COUNTY PRODUCT CONTROL SECTION mil' OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roost 208 AND C MINISTRATION DIVISION T (786) 315-2590 F (780 315-2399 CE OF A PTANCE 01A1 www:miamldade.gav�eeonomv Window Systems, C 4 NW 106 Street [icy, FL 33178 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHS (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or sus t or material within their jurisdiction. RER reserves the right to revoke th' ccepiance, if it is determine 'anri- -Dade County Product Control Section that this product ar terial fails to meet the requirements of the a cable building code. This product is approved described herein, and has been designed to com the Florida Building Code, including the Haigh elocity Hurricane Zone. DESCRIPTION: Series co -Guard 500" Outswing Aluminum Casement dow - L.M.I. APPROVAL DOCUMENT: ' g No. W 11-03, titled "S-500 Ahura. wing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, do 11, with revision C dat 11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.., a iami 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 e4oent of any product, for sales, advertising or any other purposes shall automatically ter 0 . ate N04XgPure to comply with any section of this NOA shall be cause for termination and remova12 0 • 0 • ADVERTISEMENT: The NOA number preceded by the words Miami Dada• C6dy, Florida, and followed by the expiration date may be displayed in advertising literature. If any spar qn of g►e•NG.A is displayed, then it shall be done in its entirety. see* • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by %; =�6ufa+w ar its distributors and shall be available for inspection at the job site at the request of the BNa official. This NOA revises NOA# 12- 0223.27 and consists of this page 1 and evidence page >~ °1,- a val document mentioned above. • • The submitted documentation was reviewed by Manuel Perez, P.E. '.. • ... 0000 NOA No. .07 QMM E O (A4=4 n Date: May , x016 r y 02, 2013 �� Page 1 0000.. •••••• .0000. 00000 0000. 0.00.0 0. 0 ..0000 0.0.00 Rco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBiYlITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WII -05, titled "S -500 Alum. Outswing Casement Wdw. (L.M.L} ", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Tess, per FBC, TAS 20294 4) Large Missile Impact Test -per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI -10 -3140, HETI 10 -3141, HETI -10 -3142, RETI-10 3143 and HET %10 -3144, dated 12/29 - 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted render NOA #11- 0309.06) C. CALCULATIONS 1. • Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA #11- 0309.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DcNemours & Co., Inc. for their 'TuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11 /16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12-0223.27) ...... G. OTHER ...... .... ...... 1. Notice of Acceptance No. 12- 0223.27, issued to Eco Window LLC for their ; Series "500 ECO- Guard" Outswing Aluminum Casement Windd%'' L "' s** . • 0000 approved on 05/03/12 and expiring on 0 5/19/16 4 �' 0 0 .00%.0 •• •�Manu6 P. . •••••• Pred" Control min r NbA Nor 7 .. ••:. Espirgtlon ��te: 1•y �9; 016 • Appre�a� Date: Matt %aU ; • • • • o E -1 ••0• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I. 9MM.41 1� s PO;NT I (FOR sm M on� n * 7s o � PSF TF03E SIMM ARE RATED Fit LAM & SMALL Mm.E mwm. II SHUTTERS ARE NOT IMQU ED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM C-�04 3 SEC. GUSTS) � g AND FLOIWA BUADING CO DECLARATORY STATEMENT DCADS —DEC -219 8 Pp� Z L no. W11 -05 .... ....... . . . . ... . . . . . .... . . . .. .. ... . . . ... . . WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WIRY. KCAL ANCHORS: SEE EM. FOR SPX= MUST SUSTAIN LOADS ICED BY GLAZING ]/4° DIA. TAPCON BY 1W' (Fa-120 X% F7° NO AND TRANSFER THEM TO THE DING STRUCTURE. IInc ML Lo TgicaN BY 'ELrte' (Fut77 Km Fjwift K51j 1NTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/B° MNN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DOMMY INTO CONC. OR MASONRY 1 -t /4° MIN. EMBED INTO CONC. OR MASONRY ,J14 SMS OR SIC nRO11Na SC.RM (MUM 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THY. MR@. (Fy - 36 KS MIN. ALUMINUM : 116° THK. MIN. (6063 —TS MIN. (STEEL IN CONTACT WITH ALLIMINUM TO BE PLATED OR PAINTM) ,#12 SMS OR SE LE OMLUM a[»t:_ S (MM 2 CM INTO MIAMI —OADE COUNTY APPMW MULLIONS W4 THY. 0 1/87 (NO %N SPACE) TYPICAL EDGE �STAplCE INTO CONCRETE AND MASONRY - 2° MIN. INTO WOOD STRUCTURE ® 1° ON. ONTO METAL SOdJam - 314° MIN. CITE AT MEAD. SRL OR ,MISS Y. - 3000 PSI MIL C -20 HMlM /FUO MOCK AT 0AIBS Pm - 2MO PSI MN. 95ts 4 Vr` z 0 F S.F �W I'd IP lie f 8� z .1 N m W11 -05 I Ls�tl� S • , , . EE MEW 1 & NUA i p .• ., e . f�R AtYB 1� EEE S£PAlLOE lldl �� z L d g Li lrwcu u IVPM A FM MSS e ; • pgq� y e • s .Y�Ig SEE ElEV. FOR SPMCM e ► SEE ELEV. FOR SFV4= ;:4 .1 fog •• ••• Ei • • • • • MSTAU ATLON MAUS WH FLUSH FRAME ADAPTER Engn MW AX 1 PROWICTIUMM kma M PE m82 mavmN9>�sr$6dratlBB J. CAA •: : • � . �' � � ►:: _ • : . _ � PioQact drawing tro. • • • • • • • • 15 W191 —D5 • ' • • street 4 at FRAME HEAD /S2.L,/JAAO3 ® VENT 2m An .519 .769 2.511 •� a45 L FLUSH FRAME AMPTER t oar t 730 v3 GLAZING DEAD (1461. GLASS) .403 .130 ' 1.760 dW3 .048 1.172 (�LRIi •tttAd )• • • to CORNER wr . •• ••• 45 145 .789 .120 .. • .. . •740 . . ••. . . 1.�6�1 • sme" - -VAT ® SNUBBER - goo a 0 go t Pw a a3amm usamm mazwa um. Rte 1 =I '4 FRAWE HERWIN /4W 6063-0 - 2 E502 4 1•M x-78 3 FV103 AS RIM RAMS WS W& OIAM) 6083 -79 34 no AS REM NAM NO =a (U7IL. LOO 8067 -T3 4 F80B I AS Rm 8010m - FAA. FW1. Lam 8063-T8 4A END I AS RM SRI - FMM FULL LOW11 8003 -18 - 5 Ems I wmft scmm FAW 8003-13 - 7 X10 X 1 -11'r I AS mm vow An VB8 ASSBJBI.Y > R 3H SH3 B 6303 AS am 8423 mm ammom 83 811000PROM tam m8 9 =3 AS RM OIAZM OW 3W.9. tXRB>ldM 15 W.WAM W 3WAOA00 2/ WENT 4 BAR FA M AT TOP AID 8011011 SIM TRWK 138TAltW Wit (2) /10 X 5/3' SDS 71 13688.92 1 M16D POW t= smu ZAHAX DRIDt 12 - Al Matt I S$0. - t3 - 17 vm Rmaum ZWWVEL TRU11t " P&WO -SS 2/ 0 R Flm� cmum IiLY St. - 13 FYt20 AS RML tilf&I 14-041W AOAPIM 5183 -T8 mImm 18 - 3 ARH S9 SIM NYLON WN PL MM 17 /t0 X 1 -t /4' 3108E FH SIB am SQRWS 18 ITS X 3/4' AS R. FH SW WA M 80RM OI PAW 2' APART. PNAS Std AT 7 -314' tLO. t6 - 2/ UM BERM KAM 311W X 314' X C LONG t AT C FHON EAW EFID DISMOM N 20 FL8 -3li am ffi' m - 1/8' "m SU= I FWM LM ALL JOINTS AND FRAW CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SN5506 SEW SEALER. PARIMETER CAULKING SWLEX 15LM ON EXTERK)R ONLY LOCK$: MULTPOLNT LOCK SYSTEM 013098.82 BY 'TRUTH' AT FRAME &M OPERATOR 024.33.%X404 AT 8 -1/2' FROM SILL. FASTENED TO 4NMBS WITH (2) 010 X 5/8' SO. LOCK BAR SECURED TO JAMB VVITH LOCK GUIDES 033M.00.0W1 SPACED AT 12 -3/4' D.C. MAX. EACH GUIDE FASTENED WITH (2) 010 X V P PH SMS STA1 MSS STEEL. KEEPERS 031984.92 AT VENT EACH FASTENED WITH (2) 010 X 510' P FH SMS SEE CHART ON MEET 1 FOR QUANTITIES WMIS: 4 BAR ST/ST HINGES 038.12.00.400 BY 'TRUTH' L009M AT TOP FASTENED WITH (2 )0100X 5/8° CORNERS SE F DRILLING SCREVYS OPI+;RATOR: SINGLE AMU RDTO OPERATOR 052.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (8) 010 X 1- P PH SMS OPERATOR TRACK 030175 AT BOTTOM RAIL FASTENED WITH (2) 010 X 1- P PH SMS ANTI -SAC SKATES WM ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOAC STRE AT 0-3/4° FPM Top rOM RAILS 1 AT L�TTOA1 RAC AT 4' FROM LOCK STI E EACH FASTENED WITH (2) 010 X 1 -1/4' P FN SOS. 5 to V.' Z 0 ^S� W 8 M ellMis i 1-11 I Pg 18fi l S55SSo z 3 t wl 1-0511 . i.'.i ... . . ... . BOARD M CODE NOTICE OF, ECO Windows Systems, LLC 9114 N. W. 106'h Street, Medley, FL 33178 SCOPE: ENVIRONMENT, AND REGULATORY TION DIVISION �NCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet. Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov oeral R :��=t=ed r the applicable rules and regulations governing the use of construction materials. as been reviewed and acce pted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade CountyAmaor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or ma tasted for qua surance purposes. If this product or material fails to perform in the accepted manner, a will incur xpense of such testing and the AHJ may immediately revoke, modify, or nd the use of suc uct or m 'a1 within their jurisdiction. PERA reserves the right to revoke this ceptance, if it is determined by Miami -Dade runty Product Control Section that this product or material f ' meet the requirements of the applicable building e. This prod t is approved as described herein, and has been design comply with the Florida Building Code, including a High Velocity Hurricane Zone. D ON: Series 600 Aluminum Outswing Doors -LAU APPROV OCUMENT: Drawing No. W12-08, titled "Series Alum Outswing Entrance Door (L.M.L) ", sheets 1 through f 9, prepared by AL- Farooq Corporation, dated 13/12 and last revised. on Jun 28, 2012, signed and sealed by Ahmad, P.E., bearing the Miami- County Product Control Approval stamp with the Notice of Acceptance n a date b lami -Dade County Product Control Section. MISSILE IMPACT RATING.. Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,i' Wit shall• • 0 • • • be done in its entirety. • • 0000 • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactu � ;its disWovtors 09000* and shall be available for inspection at the job site at the request of the Building Official. . • 0 • •.. • Thessubmitted documentation page as reviewed by Isha pages Chanda, P ft a eeuffi' nbevg. " :0 * 999999 0 • 99999 bA.fio i2.02:d3 "' Egpiratio4 A :.July 19, 2017 ' 0 Approval Mute:' J$ly 19,ga 0 • • 6600 0 • -age 1 00.900 N100 •99• : 99.9 • • ECO Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUB A. DRAWINGS 1. Manufacttwer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.KLr, sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12 -33571 HETI -12 -3358, HETI -1240039 HETI -12 -4003 and HETI- 124NMated 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 -2010, prepared by Al Farooq Corporation, dated. 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (P'ERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for -their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testigga Inc., signed and sealed by Rafael E. Droz -Seda, P. E. • 6666 666600 :00.0: 3. Lab compliance as part of the above referenced test report. 9 e e . 668.9. 9006 9960.6 G. OTHER • 6666.. 6666.. 1. eat proposal, dated 10/14!11 and 02 -21 -12 approved b PERA . ... re kfAT . _4 :.6 6666. 'Jab" L ChaWa, l:E. 66:66' ProdociQ3ttro *MAr . 9NQ& No 124MG2.03 Espiratlen $ate: July919 2017 ApprovaEDatet duly A,1dit 6666.. Ei.1 .. 9669 • • Soso • • • • Or HEAT SIMD. GLASS 3119' HEAT S1REN'0. GLASS .WO' 911ERLAYER .090' INIEeL.AYER N BUTACIIE PYO BY 'DLO OW BIITACITE PVB BY UIPONT O ;} 1/ HEAT sTf0.1N'0. GLASS 3118' HEAT SIREPI'D. GLASS $ sucm SLUM i DOW CORNING 889 DOW CORNING 899 a 14 a an \ \ f \ / / SETTING R BLOCKS D AT LAM. LNG GLASS 3 . REOD. FOR 54DTHS EXCPIDINO 38' ONLY. g Q NOTCH CLAM BEAU LEG TO eYl3 $$ GEAR BLOCKS GLASS TYPB 'G1' 6TrL93 TYPE 'GZ' d 5 =r S AIR SPACE YI IN HEAT SIM-0. IN A Imo' IJTERLAYER SAAFLEX 100 BY 'SOLUTW M1 118' HEAT SIBN'0. GLASS 3t GM I SILICONE DOW CORNING 899 LCCCZ1 • LT 28 ST. STEEL Z m � METAL SPACER � m � 18 38 SUCONE evRMS 600 \ ALi MMM OUTSMG RNTRANCR DOOR // SETTING AT 04SUL LAIL GLASS SINASE (X) AND OMB LE (XX) LEAF DOORS SEE SHEET 2 — N07LT1 GLAZING SAD LEG TO CLEAR BLOW o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. GIASS TYPE 'GB' LOWER VALUES FROM SIDEUJTE CAPACITY CINART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. G LADE W�41 cm • T{BE�(N �1 ��NN SI.. • • TG ^ ^''•I0�'•�t1£ BY601INERA RUST • BE ANCHORED PROPERLY n ANCHORS SHALL BE AS LISTED, AAC6D AS SHOWN ON OETAIS, ANCHORS THESE DOORS ARE RAZED FOR LARGE & SMALL MISSILE Dd'ACT. EMSEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQIBRED, RA PIT i T09B2• ANOiCFM0 OR LOADING COM MOMS NOT SHOWN IN THESE DETAILS ARE CALL 38 .� VV 4PART OF• #V APPPVAL • 4 8 A PM DURATION INSREABE IS USED IN MOON OF ANCHORS INTO WOOD ONLY. • MAiEALINVOO 61TI6 OTHER 00�� /METAL , T • COAT INTn COf+T &CT j•TI -w L lER1ALS SHALL MEET THE • R6 RIENRTS�' THE jX*WA BI.DO� 2D(M&4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • •• 38 3/4' MAX. ,r \s MAx 5 r A rowli ISM! ACIIVE ' 7 28 18/18' \ \ 37' LEld' MAX 1H OPTIONIS SEEEE7 7 DOORS LOAD CAPA= - VW 81NOLE DOORS (T am 0815. LAMmm; 6"m 2013/18- gli i pad +) Wd -) ,MDn1 •ro + FmOm' 10 1 x-3/4• 37• 58' 700 78.0 II 3Y MAX llptfi (XX) _'ter_ - -- C .. � Ilia rte' li E LQaCTI0F44 SEE >\ � \ tl \ II \,IIII \ \ ACIIVE ' 7 28 18/18' \ \ 37' LEld' MAX 1H OPTIONIS SEEEE7 7 DOORS LOAD CAPA= - VW 81NOLE DOORS (T am 0815. LAMmm; 6"m 2013/18- gli m"m pad +) Wd -) ,MDn1 •ro + FmOm' 10 1 x-3/4• 37• 58' 700 78.0 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F: 78' MAX FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT r O.C. 1r imam MAX. r A _ - �, SLIRFACE APPLIED FALSE MUNTM OR DOOR D86. 2618/16- FRAME rimTH 2013/18- gli DECORATVE GRILL 78' O.L.. �Q 96 D.L 10 1 MAY K USED 3Y MAX llptfi (XX) C \\ li E LQaCTI0F44 SEE >\ � li \ / aACmE ' acTnE SLIRFACE APPLIED FALSE MUNTM OR DOOR D86. 2618/16- FRAME rimTH 2013/18- gli DECORATVE GRILL 78' O.L.. �Q 96 D.L 10 MAY K USED 3Y MAX llptfi (XX) DOORS LOAD CAWACIIR - POP DOUBLE DOOR D86. UMMTED CLAW FRAME rimTH LEAF WI01H FRAME 1mONf 78' 1 37' 96 70.0 79.0 D.L.O. HEIGHT - FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) a FRAME WIDTH - 12.813' DA-0. WIDTH (XX ) _ (FRAME WIDTH - 22.125'/2 NOTE. GLASS CAPACITIES ON THIS MEET ARE BASED ON ASTM E1300 --04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 0 $ 2ai2 n s� 6 �7 �O pL (il i �n tNpN ZZ 3qE z� 8� n � g � S � � drO•Irtg no. W12 —a8 1 . • • • •• • • DEMON WAD CAPACRY - FSF SQELi1E5 WH SMILE OR OWAILE LEAF OWIR NOTE OMAN) SH�I,fIE FROM wom BV in 13man FRAME HESHT OM91ES 1t1'1.'HOUT SIMOORCING 1RTH rAmwORCDTO EAT rj 9R.( -) wo) 00'.(-) 24 30 36 37 42 82 70.0 75.0 71LO 75.0 70.0 75.6 70.0 760 70A 78.0 70.0 75.0 760 760 70.0 78.0 61.7 88.1 81.7 061 24 30 38 37 42 N 70A 78A 70.0 73.0 70A 780 7" 78.0 70A 78A 70.0 78-0 70.0 75A 70A 780 61.7 68.1 61.7 661 24 30 38 37 92 7060 760 7" 780 689 69.8 74A 760 "1 84.1 "A 75.0 09.3 63.3 70.6 78.0 24 30 30 37 ,le 693 6L3 70.0 760 379 70A 75A 1 ROZ4 S3.1 70.0 78.0 324 70A 78.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART HALL APPLY TO ENTIRE SYSTEM. GLASS DA-0, QhVS • • i Dtoo'-, {iIM - F WIQIH -4.438' ' •• • • • • ••• • ••• •• • • • •• ••• • • • • ••• • • SLIRFACE APPLIED FALSE MUNTINS OR 32 314' 28 i5/i8' 20 18/18' 1 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E HEAD & SILL ANCHORS AT STILE EPA 12' CLUSTER 6 (4) AT 3' O.Q 4) ANCHOR 3 aT HEAD/$" 12° rQ. Q ILL. N' g � 3 t 0 � eI Zo L §Z - SLIRFACE APPLIED FALSE MUNTINS OR 32 314' 28 i5/i8' 20 18/18' 1 I _ CECCRATIIIIE WILL Dl O'Q. 4.4 O m 'm MAY RE USED smanE TNCITH LEAF 111 T \ M 78' MAX T ; \ SEE AT =RLE RA ; �i E i \ I i u \ 11 \ it 11 1 11 I i II \ ii G II B 1 1 II 1 I ' ' 61AC8VE ACIINE N' g � 3 t 0 � eI Zo L §Z - (OXXO) « COAL 670592 uf Utz, RA PE g� NOTE: Lth GLASS CAPACITIES ON THIS SHEET ARE BASED ON 13UIWI E1300-04 (3 GUSTS) ,w 882012 °rv""'g DECLARATORY STATEMENT OCA05 -DEC -219 W12 -08 aFreet of 9 SLIRFACE APPLIED FALSE MUNTINS OR 32 314' 28 i5/i8' 20 18/18' _ CECCRATIIIIE WILL Dl O'Q. 4.4 O m 'm MAY RE USED smanE TNCITH LEAF 111 M 78' MAX SEE AT =RLE RA i (OXXO) « COAL 670592 uf Utz, RA PE g� NOTE: Lth GLASS CAPACITIES ON THIS SHEET ARE BASED ON 13UIWI E1300-04 (3 GUSTS) ,w 882012 °rv""'g DECLARATORY STATEMENT OCA05 -DEC -219 W12 -08 aFreet of 9 • s • • • • •• mm svvxnm Ali 4 11 4 9 TYAICAL AN/pi0A3 TYPICAL A • •• •• • • • •• •• ••• • • • ••• • • mm svvxnm Ali 4 11 4 9 TYAICAL AN/pi0A3 TYPICAL A WOOD BUCKS AND METAL STRUCTURE NOT BY ECO 1MllXm MUST SUSTAIN LOADS IMPOSED BY GAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TMCAL ANCHORS : SEE MEV. FOR SPAM 114" DIA. ULIRACON 13Y ' —*^' (FU-177 K•. ft"05 XW) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4- LON. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY i -1/4- MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SRI c DRUM SCRIMIS (MINX 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8' OtlTO METAL STRUCTURES STEEL : 1/8- THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8- THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTAL INTO CONCRETE AND MASONRY a 2 -112- MIN. INTO WOOD STRUCTURE - 1° MIN. INTO METAL STRUCTURE m 3/4° MIN. CONCRETE AT HEAD SILL OR JAMBS 1b . 3000 PSI MIL C -80 HOLLOW /FUED MCK AT JAM I'm - 20110 PS WL 0 $ r N Z �D t /ar MAX FA 1 /4r MAX SHOW O IEVER9 AT Ol EFACE DO SHOO N 9 i8Y 0 � 7TPICAL ANCHORS .ROOD 9ltOC pgq FOR ip * to ACTH LEAF 28 73 a< • TYPWLL ARCHNi9 � AMS 29 q.-EXTERIOR ,S tl D.L0. S7 LEAF VbD7H SINGE DOOR FRAME VIOTH S��j � U F �t /a• MAX t /ar MAX SHE 77 I SHD1 w�t OCONCEMED FLUSH 90.76 I rm X SEE �.....' ... LEVERS AST aiSDE FACE OF STLE E LEVERS AT ST4E FACE Z _t WOOD OR FOR S'Af9H6 ,8 INACCI9E LTiAF ACTH LW NOME 28 a8 78 S O.Lm „ 70 SEE SUN. ANCFi0R9 S O.La Fay SPACM t� wm7H EXTERIOR •• ••• • • • • •• LEAF IMDTH • • • • • • • • O VILE DOOR FRAME MOTH O < •• ••• •• • • • •• IMM fir A � f T yy • • • • • • • • • • • • droving no. • •• • •• • • • • • • • • • • DOOR DETAILS W 12 -08 ••. • • • • ••• • • • • • • • • • • • • . •• •• • • • •. .• ••• • • • ••• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z JAN 8 SIDELI7'E DETAILS UU__ �v 0 a� O OM a m n� amwmg �. W12 -08 LOCKS OPTION Ate ACTIVE LFJtF': 4 POINT I= ASSEMBLY 1501 -8007 BY V47ERI.M USA INC' I//2' OTHROW SOL TOP BOTTOM �ENGAGING FRAME AT HM AND SILL THR00 BOLTS ATTACHED TO LOCK BY 3/6' CORL4ECTN0 RODS LOOK LOCATED AT 42 -1/2' FROM BOTTOM INACTIVE If9E 2 PONT LOCK AS59M MY BY INTER OCK USA CC' 112' OA THROW SO.7S AT TOP AND BOTTOM ENGAtiTKT FRAME AT HEAD AND SLL THROW SOLTS ATTACHED TO LOW BY 31W CONNECRNO RODS LOOK LOCATED AT 42 -1/2' FROM BOTTOM d7fION A ACAYP P PAD. COIVENTIOIAL. DOOR LO KS:T MOTH HANDLE DELTA 800 BY 'KMW CST' LOCATED AT 39 -114' FROM BOTTOM KEY OPERATED ON EXTERIOR AND TKIMS TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4' FRAM BOTTOM CONCEALED FLUSII BOLTS BY IUUI AN & ASSCC.' 1/25 « 2 -*UMDW 4MIS ENGRON6 WWIIE AT MO AND ELL M RNUALLY OPBRAW IZVEIIG M Mft OU FACE LO &AS� -7A �sT PROIP 1Y'H A , %FN MS Amew IBM •• . • • •• CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.* 1/2' X Y THROW BOLTS ENGAGING FRAME AT HEAD AND ELL M MANU"Y80PERAT &IOI4TED I4 INSIDE WCE F OF REAFWSI4.E LOCAIWD ATR10-*j' FRW TOP 00 CDTTOM M •.•CK FNTENED W WILE WISH I2) 80-314LS/2i FHQIS t t • ND7Ee �ft • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • miff / PAST 8 REW DRSCROTION unlilm AfAId�. 1 ml DOOR FIWME NEAO/SU 6003-76 2 EBGL FRAME COVER 6063 -T8 3 Em ODOR FRAYS JNA OMD-TB 4 E804 SIDEL1E TOP & BOTIOM FRAM 68 T8 4A E826 SSEUIE 9' BOTTOM FRAME 6083-76 S E605 - SIDEUTE FRAME JAM® 8083 -18 - 6 FSWB - SIDEUM SUP ON JAMB 806446 - 7 EB07 UW TOP & BOTTOM RIUL 6083 -76 7A sm - LEAF 9' BOTTOM RAA 6087 -T8 - 8 Eta - LEAF W'STW ADAPTER 8061 -TB - 9 EON - LEAF' How STOE 8067 -Te - 10 E810 - LEAF LOCK STOLE 91103-18 - 11 E611 - LEAF ASTRAHA6 STSE 0083-76 - 12 F812 Law ALMOOI ff B wzw 6063-TO - 13 E613 - LEAF ZYAMP 8083 -78 4-1 1,C LONG 13A E813 MNN SWK-UP PLATE 0083 -T6 12' LONG 14 E814 GLAZING BEAD (5118" LAIL MASS) 8067 -TB - 14A EIO9 OLAZ7r1O BEAD (711(' LAM. GLASS) 8083 -T8 - 15 E818 6LAZINO WAD (INSUL. 18.ASS) H087 -78 18 0018 - SNAP CO/ER 8083 -78 - 17 9613 - BOLT SUPPORT 6089 -T8 NOT SHOWN 18 AS REOM SWEUTE MULLION REINFORCING 6089 -T6 19 FTC -107 3/ LEAF BUTT NDTM AURMNUM SULLIVAN & ASSOC. 2D F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOI 21 FMO14SS - CMICE41M FLUSH 1WM.T NO ST SIEEL SUILNAN & ASSOC. 22 812 SMS AS Nom. FRAME ASSEMBLY SCREWS - - 23 012 X 3/4' - HINGE INSTALlAINI N iAS1EF1lAS - FM SMS 24 - - 3/8' OM. TM&'AOED ROD WEEL - 25 W11323 - PRE W'SIPoPP9X3 WOO. WRAFAS 26 EMUS -NN -3020 - BULB WSTRLPPING SANTOPFIENE EM 27 E206 - GLAZING BEAD BULB SWMPXENE ULTRAFAB 28 - OASS SPACER SIUCOKE FRANK LOWE RUBBER CO. - I= FLUSH SIT CUP NYLON 30 OLOIRC BLACK BOLT SUPPORT BLOCK INIERLD CR 31 "WB 9091E LILT S BLOCK POLVETWdDff ACME PLA411C 33 810 X 3/4' 2/ ADAPTER FN SELF DIVAUNIR SCREWS 34 2/ LRE SERtlA MOM 1/4' X 112' X C LOX; EPOM AT 6' FROM EACH 070. DUROMMM 0*5 35 2/ UTE I SETTING SATIN. 1/4' X 3/4' X 4' UM EPOY AT W FROM EACH ENO. DIMOMETER G5*5 WNGN 3-1/2' X 7 -5/8' X.122• INK. EXTRUDED AL.IAM N9KE PART OFO -107 BY 91WVAN & ASSOC. 3 HINGES PER LEAF BOTTOM WIDE AT 10 -114' FROM BOTTOM TOP HINGE AT 11 -3 /C FROM TOP (ENTER HINGE AT MIDSPAN (36' O.C. MAX) TINGES FASTENED WITH 8f0 X I' IN SMS (8) Sl'RE7tlS AT HINGE E STILE (0) sCHEOGa AT FRAME 'JAMB rM ALL JOINM AND FRAME CONNECTIONS SEALED WITH SCHWE MOM" JM5504 SEALANT. sV3Y...I�"r?If.S. ro z F o P �OQj) �i N cn 3t co $ 3Tzj w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aoao .� .790 '4031 .918 .803 .048 .384 •803 .090 41-172 130 .81.82.9 r----- aj 62S 1.047 1047 a.7m 2062 t DOOR FRAME HEAD /SILL 1.507 7 LEAF TOP /BOTTOM RAIL t4 GLAZING BEAD s /1B' wm 1.807 GLAZING BEAD 7 /f8' MASS 18 GLAZING BEAD [FOUL CLASS � lot 3 w Am 1 718 .L 078 y $ 4781 3.718 '� i�i113 7.931 6 2so p t soo I .312 ~ V 400D B LEAF HINGE STILE 844 082 ffi O 1.790 SIDELITE TOP & BOTTOM FRAME 44.0�W 2061 1.907 1.790 a LEAF W STRIP ADAPTER '� .442 Aw Z � n tl ^ tl..27�7 . fu 7A 9° BOTTOM RAIL t2 1 U : B W mz 2 FRAME COVER LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 1.874 I .128 7s0 2!n .129 — •078 1. 2'r .687 1.197 .060 3 719 .076 3'731 .ISd tB SNAP COVER �--- -4.000 11 LEAF ASTRAGAL STILE L &M 13 a000 LEAF CLAMP HNGE BACK —UP PLATE L290 •ra t8 SIDELTTE MULLION REINFORCING g • • • .50• • • • • .6>CL • • • • • • • • • • •• • • 1.800 • ,718 • • < ,1� 9 s S o $ • • • • • • 4000 • • • ••• • • • • .076 4000 • • •• • • 828 a .078 FJgrs J _ V 670M dra•h19 no. W12 -08 • • • • • • • • • • • 6000 tt tit o •'v" a 2012 3 DOOR FRAME JAMB 9 SK)ELITE FRAME JAMB SIDEL17E 9' BOTTOM FRAME s SIDELTTE SLIP ON JAMB S 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • ..• . LEAF Cow . .... ....... . . • • . ..... . ... . ...... . .... .... . . .... . C 4 "lydFSf'.i�rtar�x ._.:,. �v Z w III o l z�M p M a� 8^ Wm� n g A412- drw*q no. W12-08 REGULATORY AND ECONOMIC RESOURCES (RER) ADMINISTRATION DMSION NOTICE OF A4 Eco Window Systen 9114 NW 106 Street Medley, FL 33178 M]AM DADE COUNTY PRODUCT CONTROL SECTION 11805 SIV 26 Street, Room 208 T (786) 315 -2590 F (786) 315-2599 www Iamldsdg,&9ztgw omx This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads to perform in the accepted manner, the man rer wi expense of such testing and the AHJ may immediately revoke, modify, or soap the u rIal within their jurisdiction. RER reserves the right to revoke this f it is determined by - de County Product Control Section that this product or mat 'aI fails to meet the requirements of the applicable 'ding code. This product is approved as d4scribed herein, and has been designed to comply with Florida Building Code, including the High VelodV Hurricane Zone. DESCRIPTION: Series "'Eco- rd 200" Aluminum Horizontal Rolling Windmv — L.M. . APPROVAL DOCUMENT: o. W09 -12, titled "Eco -Guard Series 200 Alum. Hor . Roiling Wdw. (L.M.I.)" sheets 1 through 7 of 7, date 4/09, with revision C dated 01/11/13, pr by Al- Farooq Corporation, signed and sealed by Javad bearing the Miami -Dade ty Product Control Revision stamp with the Notice of Acceptance number an the Miami Dada 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, modellseries, 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. Vi M INATION 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 #Le.1I0A is displayed, then it shall be done in its entirety. G 0 966699 INSPECTIONt A copy of this entire NOA shall be provided to the user by•tite manufaotuar•or its distributors and shall be available for inspection at the job site at the request of thoBtt W9 Offit4ls This NOA revises NOA# 12- 0221.05 and consists of this page 1 and evidence pa • • • •' and U3, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. . • • • • • •.__ �;� nar ov _D o 000G0G .Goes. :.so: 0 0 G 0 :00 0000• 0000.. G e; a 140A No. 13-0206.03 ExptratlonVate: XIS $7, 2014• • • : • AorojApate: May 02, 2013;.. .; • • • • • •'Page 10 • see. Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform. Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2226A, dated 01A5/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #09- 0312.08) 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0311 08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2227, dated 01115109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 03.12.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Igrp„ .Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and seaiod bye andic%F -Ant, ....s. .. (Submitted under NOA #09- 0312 08) see*** ..... VIE d64 iQ . . ' P. • • • • • • ftoQQci Cos oI r ..:. • • :010A No. 13 3 ' $xprrattongate: MaAM 2014• • • • . • • A,rrov j)ate: May 02,2013 :,,,,,: Eco Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE_ SUBMITTED B. TESTS (comn m) 5. Test reports on: l) 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. BETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. ( Submitted under NOA#09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312 08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 08 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #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 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. ( Submdtted under NOA#09- 0312 08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al Farooq Corporation, complying with FBC -2010, dated 01/27/12, sign& ano sealed 0 0 : 0 by J'avad Abmad, P.E. '.6 • 0 :400 •' (Submitted under previous NOA #12- 0221.05) 606:80 6 6.6 :6094: 2. Glazing complies with ASTM E1300 -04 6666.. 6666.. 6000 0000 :..0-0 D. QUALITY ASSURANCE • • • • • • • • 0 • 1. ... . . Miami Dade Department of Regulatory and Economic_ ResouriRM) • • • • • • 66666 6060:6 • Manuel 1'84W.4. 4, 0.00 • 4od{�%Contrbl Exa 6 6 6 6 6: 0 • NUA No. 13=6.03 ' ' Expiration Date: MIj► 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Systems, I.LC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25 /11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to El. DuPont DeNemours & Co., Ine. for their "DuPont Butacite@ PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (SubmUted under previous NOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA #09- 0311 08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. n tr1 ..PhdnciZ;0 *0 NbA No.E � 6.03 .... ' • Expiration Date: Wy 27, 201.4 Approval Date: May 02, 2013 E -3 600:00 0000 so: 0 :0000: n tr1 ..PhdnciZ;0 *0 NbA No.E � 6.03 .... ' • Expiration Date: Wy 27, 201.4 Approval Date: May 02, 2013 E -3 1 st a1. 35 =14 S2 S/� PHDiR 10 s/e• eaAZ. ! 4' E /1 Ir II_ II AW EIIE R .090• HavaAYER BUTACIIE RIB BY SE MWO AS BY U~ 1/B• Hm SI mft 1/B• WAT SIAEN'Bi. GLASS ! S 899 GE scs 2w �gm B 9 ,32 •S /4� 32 3/4 L. o1m. 3s �/e• 1 !! 0. ra g o" z C2 /8• HEAT STROM GLASS 11W HEAT SIAEft GLASS AW EIIE R .090• HavaAYER BUTACIIE RIB BY SE MWO AS BY U~ 1/B• Hm SI mft 1/B• WAT SIAEN'Bi. GLASS ! S 899 GE scs 2w �gm 9 ?Q �° LARGE M6SSUE ARE POT REW RED. RGE & SidAl l 'A' / CI ASS TYPR �• 15 MI'll 1 drawkig m W09 -12 MIGN LUD WACMY - PW (1a, C 011 U W10 Him. I ors aINDOa DBtB. GlA98 Tres A' 3608 I37"IW 93-1/4 (3) 7C (a) or 72• I 2C (2) 24' i 38• 44 31 or 3r 11111601f mm I 4 70A WA WA W.0 4s•- � 6 70.0 6D60 WA 9860 or 12 8 7860 800 00 90.0 7Y 60.0 8 70.0 8D:0 9860 8060 2C W.0 4 7860 8860 88.0 980 34 no 4 7860 8960 a" 90.0 48' r 6 "A no a" 80.8 84 7060 8 7860 70.0 808 9860 72• 8060 8 7060 700 8!40 W.8 n1AVI0N roan CAPACCPY - PW (]root W=) 11111601f mm I A a am Tres s W.(+ ) 91G(-) arse am Tres W0) aeBre. 's' WA- am I now I 74' tW -1Ja• 111• C4) 8 7" 6060 f0.0 WA 12 7060 WA aw 9060 I 2 7aD 60.0 BaD 9860 74' 106 -1/4 lit 38-.Vw (3) 9 700 W.0 BOA 90A 12 70A 8660 6960 no 12 7600 WA SU 90.0 74' t06 -11'r 11Y so-sx (4) 9 700 80A W.• ODA t2 7060 BOA BOA *A 12 7060 WA 8060 900 74• 106-1/4• 111• or 9 7" 70.0 a" WA 12 70A 7060 60.0 82A 12 M 7060 WA 80x6 72' or or f04 2Cr (Z? 9 70A 66.0 a" 9060 9 7060 80.0 WA 96.0 12 70A BOA W60 MAI 12 70A 6060 WA 9060 72° w 94 104 38' (3) 9 70A a" WA 90A 0 no 80.0 WA 9060 t2 7060 8060 W.0 9060 12 70A W2 8060 9DA 7Y or 94 108' 44 (4) 9 70.0 WA 80.8 ODA 9 70.0 ODA WA BOA 12 7060 9 W WA MO 12 7060 WA 80.0 9DA 9 70A 70A GOA 9060 9 70A 7060 a" WA 12 80.0 9960 12 WA 97.0 A -Imo. OF APICI & SILL ( ) ° NM OF ARU34M PER JA163 OPMTM VENTS W BE 1/3 OF THE MOM WWTH 'XOX' :. •: Or ••. :. .: •:• ... . • ... • . DMW IAA CAPAWY - PW 4AS SiVI) Ifum a DU. A a tDABB twos M am "m 'B' 7 lW611i OPMTM VENTS W BE 1/3 OF THE MOM WWTH 'XOX' :. •: Or ••. :. .: •:• ... . • ... • . DMW IAA CAPAWY - PW 4AS SiVI) Ifum a DU. A a tDABB twos M am "m 'B' IE8)itl lW611i E2t 3 w-( -i .{t) .{-) 74* 106 -1/4• 111• or 9 790 6D0 8" W.0 12 709 8960 Wa 902 12 70.0 MO 74• 100-1 /s lit" -3�. (3) 9 70A 8060 IM Aft 12 - - 6oA 12 - - !6060 (a) (4) 9 7060 800 6060 90A 7C or (4 9 7060 702 WA 90.0 7y or or for 24• (2) 9 70.0 =0 WA 1060 6 7060 BOA I no 90.0 12 70.0 802 8DA 990 12 7" 8" WA BU 84• w lair 34 (3) 8 702 WA W2 9060 9 79.0 a" 8060 1060 12 70A WA WA 90.0 - - 802 9960 72° 84' 98' (W 9 70.0 WA 80A 10.0 9 7060 70A ODA ODA 12 700 702 800 eDo 7T' or c� 9 70A 7" WA MC ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL • •• .•. •• • • • • •• • • • • ••• •• NOTE: GUSTS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BU1LDMIG COMSSION DECIARATOW STATEMENT DCA05 -DEC -219 �Ir~ a OG c 110 lit 1 m h 3t aU i droai+ro. W09 -12 sEE afv � st>AC.ro ka�n. rn>xa. ARCfi�S "v:' _ •. .. suawltm SEE a£K FDR SPACM • q •'. t ._ j q + . .: b ° a:.q 4 .+ - + d i a q' r 8EEL ARM" 9 a MULLION T W EIEV ACM OW O 9 as, 2 3 1 TYPICAL A 9 .. 1 • TYP6:N. NCR= ? ,.A ,..• .9 .a F SEE Em. ,� SEE E". .,*•�,• ^ FOR SPACNi y� gm FOR SPMM w, . . ... . . . •.• .. .. . . . .. .. . ,114" TAP(�N_�'RlO' Qw -,20 R9. x9) AND 37° D.C. MAX. tI4+ kite LATRMM Off 0%°177 x84 IV-1- WO $$ALlANT RUTO 20Y WOOD, mm OR WDOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITIi 1'31r 1 1 PENETRATION INTO WOW DINT SEALER 7HRU 1BY BUCKS INTO CONC. OR MASONRY MSd. EM�D INTO CONIC. OR MASONRY WRECTLY KM CDNC. OR MASONRY 1 -1/4' MUV. EMBED WO CONC. OR MASONRY ,114 rkc OR SELF �•actxR (ORADE 2 CRS) UNTO METAL STRUCTURES A dUM I� TFp�Lot. (80$ TES Mm.) (STEEL W CONTACT WITH ALUM[N UM, TO SE PLATED OR PMaW) 914 nk5 OR SELF DR8AW MEWS (OMAN 2 CRS) INTO MIAMI -DARE COUNTY A MULLIONS (MPL THK. 1 /8' (NO SHIM SPACE) ro TYPICAL_ E� DMTILS!CE INTO CITE AND MASONRY m 2-1/2° MIN. STRUCTURE - V MIN. O\ NVTO METAL STRUCTURE m 3/4 WITH. • • 1v I m Zi' 8'g W o� ol ac w" .O. W09 -12 WOOD BUCKS MID METAL STRUCTURE NOT IY ECO WOW. MUST SLISTA,F1 WADS RIP�D BY QAWW SYSTEM AND TRAM R THEM TO UM BUIL�IO STRUCTURE. LSS: 'PYPI T ANCHORS: SEE 0" FOR SPACMG W7 *= 3 /6' X 2 -1/4° WEEPHOLES AT EACH END ,114" TAP(�N_�'RlO' Qw -,20 R9. x9) AND 37° D.C. MAX. tI4+ kite LATRMM Off 0%°177 x84 IV-1- WO $$ALlANT RUTO 20Y WOOD, mm OR WDOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITIi 1'31r 1 1 PENETRATION INTO WOW DINT SEALER 7HRU 1BY BUCKS INTO CONC. OR MASONRY MSd. EM�D INTO CONIC. OR MASONRY WRECTLY KM CDNC. OR MASONRY 1 -1/4' MUV. EMBED WO CONC. OR MASONRY ,114 rkc OR SELF �•actxR (ORADE 2 CRS) UNTO METAL STRUCTURES A dUM I� TFp�Lot. (80$ TES Mm.) (STEEL W CONTACT WITH ALUM[N UM, TO SE PLATED OR PMaW) 914 nk5 OR SELF DR8AW MEWS (OMAN 2 CRS) INTO MIAMI -DARE COUNTY A MULLIONS (MPL THK. 1 /8' (NO SHIM SPACE) ro TYPICAL_ E� DMTILS!CE INTO CITE AND MASONRY m 2-1/2° MIN. STRUCTURE - V MIN. O\ NVTO METAL STRUCTURE m 3/4 WITH. yy�F ei AT HEAD. SILL OR MM re - PSI WL C HOU.O /URLLEO BLOCK JAMBS Pm.2000 PSI MIL Zi' 8'g W o� ol ac w" .O. W09 -12 Tt" .. .. . . . .. .. . a ad Z *G Z II 0 AWM m PAPA m t5 CWO s — 1a 4 7 arc 0 � -,�; . . . . . . . . . . sm �rr P vi N 1zBiLj ri 2 �a 8Iy maw PRODUCrFXYMW No ppyyDwo S 8 • tdim�d ^ drogdetg no. 5 W09 --12 FRAME BEAD 1.087 716 3/f If 1.434 Q� 013 1./40 Q 0 RAE. STEED $18 .710 y M3 _ l 1.047 @ taazDlD � 0 (9 JAMB SUE aa3 1.�0 J18'i n MEEi1N6 RAD_ FRAME SILL afire- - tA14 340 .312 JxO As2 t SILL TRACK n FWM MT6. R41L 0 .700 .osa 2.012 2.M 2.N8 • asJ 700 • .sEs • aef t QOAmly OB cwm DJA7nn I F720, t FRAME HAD /Eaft.-To - 1 1.140 FV202 Um FRAM sOL GOO-T8 - i� FV= FRAME SILL afire- - tA14 340 .312 JxO As2 t SILL TRACK n FWM MT6. R41L 0 .700 .osa 2.012 2.M 2.N8 • asJ 700 • .sEs • aef t FOOA FRAME JAMB 1 (9 FUM H FRAME ADAPTER PARS • QOAmly OB cwm DJA7nn 141NP. F720, t FRAME HAD /Eaft.-To - f FV202 1 FRAM sOL GOO-T8 - FV= 1 su TRiCt amm !o9 -i0 - ppplll FV= AS REOA Uft FRAME JAMB 6063 -T8 •iJm7� z d • AS READ. • • O May. FRAME JAMS M04 C RAW M0L RML 6057 -10 - MOS 1/ VE1T VENT WERLM 6003 -10 - �F 6 FT"JOB 1/ VENT JAMB 810E 6863 -76 - • • • • • • • • • • M0B AS REOD. 4AWN! 6£AO aces -70 - $ - AS RED. ROMFORCM BAR FOOA FRAME JAMB 1 (9 FUM H FRAME ADAPTER PARS • QOAmly OB cwm DJA7nn 141NP. F720, t FRAME HAD /Eaft.-To - f FV202 1 FRAM sOL GOO-T8 - FV= 1 su TRiCt amm !o9 -i0 - ppplll FV= AS REOA Uft FRAME JAMB 6063 -T8 - z d M01 AS READ. FM FRAM J = 0003 -T8 _ M04 ,/ VENT RAW M0L RML 6057 -10 - MOS 1/ VE1T VENT WERLM 6003 -10 - �F 6 FT"JOB 1/ VENT JAMB 810E 6863 -76 - M07 2/ VENT TOP AND BMWOM RAD. 6683-T0 M0B AS REOD. 4AWN! 6£AO aces -70 - $ - AS RED. ROMFORCM BAR sun - $Q Wj - AS READ. 10310, BAR SORB. - Q FY204 AS RTE00. ADD-ON sLL SBEN 0083 -78 USE AS REW. FY20B 4/ MR ROtLER tlMXW . (DAME (JELCO11 - FrAo 2/ VENT ROLLER BRMS g FV210 2/ VENT RMLER PR, ST. STEEL I - iYJ1 as x r AS ROM R A W4%0 T AsSOMY SCROM am Pit sms /D x r VENT FOL RAL SAL SCUPS {SILT. END) CRS PJL on S23181 AS AI. F0, SEAL Y3TR M - 1O.7RAFAS =moo AS Rim "a S&L O -m SCO.ESS � JJ Ems/ AS MAWL MAO REAL MUOPRENE WIRAFATL 0IRMWER 6lb8 E203 AS REOD. &AWM ROAD &0H SARMPREHE MNMFAB. 0t2iWIm 08i8 N fl8 -80 AS ROM WSS 6T+AOER SRI OW FAM t= SUM 2/ VEW LATCH - sl81AOX & Am= 0 x 110' 2/ LATCH LAM RST. Sett ST. sTEa am as WA2L 2/ WDW. WEEP MYE - PREFERRED . I CTS n - // VENT 0 /10' BDx SCREEN - OPiIOAUL g M20 - FLWH FRAM ADAPTER 0083 -TO I OPTWW fEiBi 1i67�X�E o� W �8 PRODULTRDVRNO7 y} Li Can. GscwA FDSfftOmpb AMA 8j _ caN. 7�sJ � � 2 ®1.� PiodpA •' aroWure T4.. W09 -12 OV . .. . . ..... asAHANI —DADS COUNTY, FLORIDA DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1180 SSW 26 SUve SECTION Street, Room 208 Miami, Florida 33175-2474 7BOARIDAND C ADMINISTRATION Dm&10N T (780 315 --2590 F (7867 315 -2599 E OF CCEPTANCE OA ws, LLC 1065 Quaybrid Ct. i. FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section tie be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or • material fails to perform in the accepted manner, the manufaoftm will incur the expense of such testing and the AHJ may -immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this a requirements of the applicable building code. This product is vat as described herein, and has igned to comply with the Florida Building Code, includingAfg-H-igh Velocity Hurricane Zone. Series Aluminum Tube Mullions - L.M.I. APPRO DOCUMENT: Drawing No. M04-04, titled "Alumin Tube Mullions", sheets 1 through 8 s 8, pre by AL Farm Corporations, dated 04/26104 and revised on 03/05/12 w/ revision "F", signed and seal avad Ahmad, P. E., bearing the Miami -D County Product Control Revision stamp with the Notice of Acc umber and Expiration 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, Floft and followed by the expiration date may be displayed in advertising literature. V any 4ortipn of tl% X9A is displayed, then it shall be done in its entirety. •.. • ; .... INSPECTION: A copy of this entire NOA shall be provided to the user by thee0mufactawr or its distributors and "Ube available for inspection at the job site at the request of the BuilftOfficial. This NOA revises NOA No. 09- 0823.03 and consists of this page 1, evidence pages l �-1 lhd E-2p. U Weill as approval document mentioned above. •..... The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • • • • f(, NOA Na�4r83Q8.3 JJ ac yy Igxphsdo a Dfaft * SgptemberJ4 2014 Approval Date: MaI 2012 Page 1 •....• ES Windows, LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubxWed under previous NOA No. 04-0712 01) 2. Drawing No. M44 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporat ions, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -04 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588404, Side - Hinged Door Systems per AA.MA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3810, dated 05/16/03, FTL- 3819, dated 06/09/03 and IPTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Subtitled under prevdons NOA No. • 04- 0712 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by AI- Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad, P. E. (Submaaed rudder previous NOA No. 09- 0825.03) 2. Gb udng complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS Goes o G 1. None. ••• .... so**:* .. . .... e ...... .... ...... .so... !• . .... so:** Co; • �g-e D. Gascoa, P. ...... Product p Eton Supervisor ....:. NQA No. j1s00k 37 Expiration DftW•Sq*mlmr 14 :so**: Approval Date: Mgy ;)$012 L -1 ES Windows. -LLC NOTICE OF ACCEPTANCE: EVIDENCE MMWTl'ED F. STATEMENTS I. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 02124112, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated 08/21 /09, signed and sealed by Arshad Vigar, P. E. (Submitted under previous NOA No. 0"825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, issued by Fenwhation Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous .NOA Nu. 04 -0712 01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tula Mullions — L.M.I. ", approved on 11/10/09 and expiring on 09/16/14. . . .... ...... ...... .... ...... .... .... . . .. .... ..... eD Gasep,4P. V Product Q%ntrolvectloq 5upr vwr ....:. . ATOA Nog 1LWW7 Expiration 010 8eptenftr j#j,2014 • • • • Approval Date: %W O31, 2012 E--2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL M"—OADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCE. • •• •• • • • •• •• ! i it l 1' L ._ ;.d. 21010,1A . a •C /_i1_ paonaminwmp ...y.. ova: .. m 'f Idol T % g Ckes zot2 441 a mo t1 w Q a� 3 M M 11_ No II!ll'IJ • a5o .125 a.uao .2&3 .323 1.�0 1000 2.000 .,� ze � 4AW 4.000 a 3.000 3AW .125 �i 8.♦m0 6000 F 5.000 ddE66t ' .125 .125 .250 4 1 x 3 1 X 4 1 X 3 1 X 4 MUWON CLISCOM MUWON �!9 � I lotd � � n � � �8 8083 -TB 6063 -T0 6063 -TO 8053 -To 8.000 .125 L L ZAW .12$ 125 2 X 5 2X6 2 X 6 z S'Td. MTJLI.ION SiO. MULLION HEAVY lAl1LL10k Q 8083 -T8 �8S—Te 6053 —T8 125 3 wpn 20Q0�4, On �. 3800 W FA rr° am W. 'Z_ Z* �Z SJ8' FOR 2 X 3 ANGLE tx1P STD. MJn LI.ON Sm. MULL IC 8083 -75 6053'T8 6083 —To off i 720 1.880 .155 TTP. kill .125 2.750 3.280 2.000 1.40 3.750 •• ••• f • • • • •• 4.000 uour • • • • • • • • f NOTCH f • • f f • f•• • ND M TTP. GAIL J�saab "'I -a AW/1 Am-or-a Kd � f i • � f f sobs -T6 : : f • ; ; uWom cLm 508Y -TSR 2�t� t a' FEN • .• •• • . • f• .• DEMON LOAD (AI' - P8F (rM KULLIONS) DESIGN LOAD CAPACI'PY - PEP (TOB$ 1NUums) DEMON 10AD CAPAaff - PSF mm mmia0N8) V 3 11 C 1 %4 1X8ffi 1 %4 3x9 1 2 4 M� DWD69 DA® 1 %8 (tlP) 10JLL SPAN STD. i% 8 %S 9X4 BTD STD. am 2x5 STD. 8 %8 M. 9x8 HEAVY W M (w) ® 1%9 8171. I %4 869 9 %4 8x8 9 %8 axa CI78T011 3 %8 1 %4 2 %9 8X4 8 %5 2 %8 SAB *Y is-H 18 -1/8' IMA 1 180.0 180.0 150A 11X1.0 150.0 12 -1/8• 746 STD. 1409 STD. IILI 150.0 STD. 180.0 STD. }50.11 4Y 180.0 11111TH (0) 9tMN 19 -1/8' STD. STD. SfD. sm S17). STD. H11dFl. Y Z 28 -1/2• 150A 150.0 1110.0 190.0 is" 180.0 150A 2t1-•i/Y 53.9 101.7 0&1 149.9 130.0 1fo 19$O 28 -1/2° 376 Z7.3 27J 99.3 3U - 98.7 GOA 148.1 IM5 150.0 75U 30' 1t0A 37' INN 150.0 150A 110.0 'a" Is" I90.0 150.0 150.0 Isms is0.0 SSA 190.0 30' 37• 47.5 898 78.4 131.3 ISMO 190.0 180.0 30° - 24,1 - 58.3 81J 932 180.0 30.5 72.8 59.5 IOU 14$9 190.0 150.0 37° 29.8 SM 75.5 13LS Q 42' 149.8 180.0 1s0A 180A 180,0 180.0 150.0 42' 33.11 94.2 =A 93.9 1312 180.0 1511A 42• - - 252 44.1 66A 122.3 p¢,� 48' x-3 /8' 130A 150.0 180.0 ISOA Is" 150.0 180.0 48° 74 -1/4' 29.7 58.1 45.9 82.1 114A 180.0 150.0 49" 22.0 �.B 882 107.0 1.1 s4° 116.3 �° 104.7 170.0 180.0 150.0 180.0 180-0 180.0 I50A 150.0 150.0 1s0.0 150.0 150.0 54• 60° 2$4 23.8 40.9 449 40A 39.7 729 E,5 IOZ1 913 I= 121.7 t80.0 15MO 94° 90° - - - - - - 34.3 30.8 513 4$8 85.6 y, 86' 852 150.0 1489 180.0 180.0 tE.O 180.0 89' 213 408 33.4 99.7 US 1106 180.0 for - - - - 25.0 423 ".8 7Y 87.3 14$1 WA ISOA 180A 180.0 1811.11 72° - 37,4 30.8 84.7 78,5 101.4 180.0 7Y - - - - 28.7 WA 71.3 I. W 19 -1/8' 180-0 t10.0 1511.0 INA Iw.O 150.0 190A 19 -1/B° 513 110.1 79.8 IBM 190.0 150.0 180.0 19 -f/8' - 286 20.5 41A 7Z.? I15.6 I50A x-1/2' 13$2 ISOA 180.0 190.0 180.0 150.0 15.00 28 -1/2" 372 79.4 57.4 118.1 150.0 19$0 180,0 28 -1/2• - 208 30.0 SZS 814 IwA SO' 1�3 1ffi0 iWA 190.0 180.0 150A 190.0 30' 328 702 50.7 102A 143.6 180.0 180.0 3t1° 28.8 48.3 73.7 135.4 ,al 37' 973 190.0 190A 15" INN 180.0 1504 37' 289 SBA 41.1 032 11$4 180.0 150.0 ST 213 373 89.7 1�.8 F 4Y 889 13$0 1328 1800 190.0 180.0 190.0 42° 23.4 80.1 382 73.3 102.5 13LO 150.0 42° - - - - 311 Sze 98.7 48' so -5/e' 752 120.6 118.0 180.0 1U.0 190.0 10A 48' 8-• 211,5 43A 31.7 64.1 89.7 118.9 is" 49° 13Y - - - - 299 4$t 849 sa° 689 107.3 103.1 t50.0 INN 190.0 1'0.0 84' - 39.0 2112 87 79.7 INA 150.0 94' - - - 2$7 40.8 752 80• 802 96.8 023 1412 INA 150.0 180.0 89° - 3$1 ZL3 5t 713 95.1 law 60' _ _ - 232 389 B7.7 Z 68' $4.7 87A 84.4 12$4 1&1.0 150.0 190.0 or - 319 236 48.8 �.2 88.4 1540 fie- - 21.1 33.8 81,5 O 72' 50.1 848 77.5 117.7 INA 190-0 IOU ?Y - 292 21.1 59A 792 1486 7Y - - - - - 347 89.4 3 � 19 -1 /8° 143A 15U 150.0 150.0 190.0 190.0 150A 19 -1/8' 34.5 7" SU 1 1 INA Ina 1s" 19 -1/8' - 21.9 326 "A MA 190.0 Z) >- 25-1/Y 1016 180.0 180.0 1SOA 180- 1940 180.0 25-1/Y Z49 53.4 311.4 786 124.4 150.0 180.0 26••1/2" - - - 2&1 40.4 84.3 it$0 SO' 91.7 37` 743 1472 141.4 1840 119.3 114.7 1940 150.0 _ 150.0 180.0 190.0 190.0 150.0 JO"' 37' 226 - 472 382 34A 27.6 8&9 85,9 109A 89.1 1411.0 116.0 1840 190.0 30' 3Y - - - 20.4 M.7 6118 104.3 W 03 'rat H [t1 e1 4Y 68,5 1011 101A 190.0 190A is" INA 42° - 317 24.3 492 783 104.0 180.0 42' - - - - ?9.9 25S 4$0 40.5 84,g 74.5 td " Iz 48' 9g• 87.3 926 6$4 134.5 /806 180.0 190.0 46° or - 29,5 212 411 88.7 9fA 1840 40° 144° - - - 223 354 652 p3 j Gn •� s4• 811.0 813 789 119.0 150:0 /806 180.0 sr - 282 - 353 81.0 609 1483 84° - - - - - 31,5 979 Z Z 3 � 80" 458 756 70.7 107.8 1&16 1540 160.0 or - 23,6 - 54:4 543 728 1339 6o' - - - - - 2$4 82.1 j 88' 41.7 869 64.3 973 138.5 180.0 180.0 o" - 21.4 - 373 483 862 1213 68' - - 259 47.4 Q 7Y 3B2 613 889 89.8 1a$4 1p.0 /806 7Y - - - 28.7 449 60.7 111.9 7Y - - - - - 23.8 43.4 tl1 19 -1/8• 121. iGOA 150.0 1500 1s" 1811.0 1540 19 -1/9• 242 81.9 37.4 75:8 132.7 1=A 150.0 28 -1/2° 886 1412 138.7 150A 110.0 1n0 Is" 2B -1/2.° - 576 276 8 2 -1u.8 1M.2 180.0 3° 77.7 124A 1190 190.0 180.0 Is" 180.0 30• - 35.1 23A 4$4 84.6 118.0 INN 37° 836 4Y 1012 97.2 1472 Is" 1$0.0 1s" 37• 26-0 - 392 616 a13 /506 t9AZaW �`:. 8S' 888 1303 114.0 130.0 180.0 180.0 180.0 IWA 180.0 4Y 48° - lob' - 23.7 20.7 - 34$ 302 80.4 829 BZZ 719 /806 1013 1419 1510 15.0 s4• - - 286 47.0 63.9 1321 117.4 398 996 912 1273 15" 150.0 80° - - - 242 423 878 66' 383 56.7 943 82.9 118.0 INS 1840 105.7 � wgum r t S 22.0 366 823 9$t 9 7Y 326 526 498 MA 1083 1448 iSOA 72° - - - 202 383 476 88.1 R L4= MAM ALL LOADS ARE EXT.(t) /IP1T.( -)• �OTE• on HIIUAN sm - o m u MUWONS RATED CHTS MAY BE ORIENTED i ()NTERIOAXON 6EFWEM rWHS ALLOWED) tHIt�7 ttBP� • • • • • • ••t ••• • • • • • 0 0 31 MUL ION ARRANGEMENTS �o _ ay1U 1c16tffi I ii ••• ••t ••• 70M 1411 PO S ANCHORS TYPE 'D' AND 'E' APPLICABLE TO wim 2 4 "° 5" AND 6" TUBE MUWONS d m 8, AND ,C' CASE TO T TT i�, i ili4lLU'Ao ... .. ..... y y VLa•'O1VS p7 ara 049 X04 -04 atlas} of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 20 -1/2° 30' 37' 42' 48' 54' or s8' 72- 38 -3/8' 150.0 1800 iBOA 1800 1800 1433 1800 1 180.0 1800 180.0 118.0 100.0 1800 100A 1500 102.2 180.0 1329 t90.0 100.0 80.4 18OA 116.3 1000 1500 783 147.3 103.4 180.0 180.0 713 1328 "I 180.0 1500 610 1203 84A 180.0 15.0 59.6 1103 77.6 180.0 180.0 "-1/8° 26-1/8' 30' 37- 42' 48' M' 60' s8' 7C 50 -5/8° 180.0 IWO 180.0 to" 18ao 122A 180.0 150A 180.0 700.0 IOU 190.0 141.1 150.0 180.0 879 is" 114.4 150.0 1800 773 1456 IDEA 190.0 1300 07A 1288 88.2 1800 180.o Boa 11117 78.4 IWA IBOA 542 1003 708 141.1 180.0 49.3 91A 84.1 1283 1500 452 839 88.0 117.0 147.0 19 -1/8' 2s-1/2- 30' 37' 42' Or 54- or e5' 72' or 148A IWA Is.O 180.0 13x0 107.2 180.0 139.4 INA 180.0 94.7 10x0 123.1 Is" 180.0 78.8 1423 988 IWM 180.0 07.6 128.3 MA 180.0 190.0 89.2 109.7 770 INA 1810 528 973 914 136A /80A 470 87.7 613 1251 150.0 430 79.7 560 1119 I 138.9 39A 73.1 513 102.0 128.3 19 -1/8'. 26 -1/2' 3C ST ew BB' 38.3 130.7 1860 150A 1800 WA 98.7 180A 1283 1800 1810 87.2 1860 113.4 1SOA 1800 70.7 1310 81.0 Is" 150.0 82.3 81.0 180.0 IWA 1 843 F T to 709 141.7 1M.0 4a4 .7 830 I 1210 180.0 43.8 803 817 113.4 141.7 399 73.4 51.5 1051 12 DRUM rasa CAPACM - POP 1ffitD08' BUM ANCHORS TYPE wow (6) WB.I sm A 0 c D B 19 -1/8' 26 -1/2' 30' 37' 42" 48° w 60' or 72' 74 -1/4` 1180 190.0 1800 150A 1800 83.7 180.0 1089 INA 150.0 74A 137.1 902 1500 180.0 80.0 111.1 780 150A 150.0 820 079 IK7 137.4 1800 462 85.7 80.1 12a2. 1800 41.1 7 1L1 03:4 108.0 133.6 370 88.9 411 98@ 120.2 33A 82.3 43.7 87.4 1003 30.8 57.1 40.1 au 10012 19 -1/8' 26 -1/2' 30- 3r 42' 48- 50. 88° 72- 84' 1020 150.0 1330 150.0 1000 740 137.1 98.3 15" 180.0 &9.4 121.1 am 180.0 160.0 630 9" 889 1379 180.0 417 888 00.7 1213 1800 40.9 76.7 83.1 1083 132.9 38.3 87.3 470. 948 itat 32.7 we 428 BSA 108.3 29.7 80.1 30A 77.3 889 27.2 603 390 7119 88.8 1s-IAr 26• -1/2' 30' 37' 42' 48' 54- o0' 66• 72' 26- 80.7 180A 1117 1fo 160.0 "A 120A 042 180.0 180.0 872 108.0 74A 1489 150A 414 699 613 120.8 150A 409 70.7 63.1 1083 1329 35.8 883 463 930 1163 31A 810 41.3 82.7 103.3 289 38.3 37.2 74.4 950 280 32.1 33A 679 840. 239 20.4 31A 82.0 773 19.118- 28 -1/2' 3D 37' 4Y Or 54- or or 72' 108' 1 1 70A d7.L4 1057 150A 150.0 879 740 149.7 150.0 900 811 1323 1810 412 WA 1072 134.1 383 673 4 7.2 04.8 1111 31A 5" 41.3 62.7 103.3 282 823 36.7 73.9 619 29.4 47.1 33.1 611 82.7 23.1 f 428 361 eat 782 212 1 393 279 60.1 80.9 ALL LOADS ARE EXT.(+) /INr.( -), AM. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • j 0rA1Q 4 Ai HEAD, SIUs OR "M8 ENDS. • FOR C ft$ *4m§T dP1 &EE SHEETS 5 THRU 8. • • (INTEitDOIATiMN fEM M •WID7HJ OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4- 5- ANg_�° 7U E MUL41ONS. • WORS �E iA..'S' AND 'C' -APP UICABLE TO • AL L TUI# M LL't", ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEMON Iao CAPACITI' - PO VINDOW DD!& ANCHOR TIME WD1N M WU SPAN A D c D R 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54' s0' ea' 7Y 120' 71.8 t33A 93.4 1500 1900 51.8 950 87.4 134A 180.0 48.8 04A 980 1190 1499 37.1 MA 40.3 98.5 120.8 32.7 00A 420 890 790.3 218 930 37.2 74A 93.0 2&4 47.1 1 33.1 88.1 82.7 22A 42.4 28.9 590 74.4 20.8 308 27.1 64.1 67.5 353 249 404 820 19 -1/8- 28 -i/2° 30- 37' 4Y 48' 84- or or 72° 132' 85.3 1209 849 1500 150.0 47.1 87.3 81.3 1228 180.0 41.8 77.1 94.1 108.2 135.3 33.7 828 439 87.7 109.7 29.7 55.1 38.8 77.3 90.6 28.0 4a2 WA 67.6 848 23.1 42A 30.1 00.1 78.2 20A 388 27.1 54.1 070 380 249 492 81.0 32.1 228 46.1 564 19 -1/B- 29 -112` 30- 3T 42- 48' 84' or 69' 72' 144' 99.8 IIDA 779 150.0 /I.0 432 8" 882 112.3 1464 38.1 70.7 499 09.2 124.0 30A 573 402 50.4 10" 27.2 598 30.4 70.9 88.8 US 440. 310 62A 773 21.2 393 1 279 55.1 Bag 38.3 249 468 820 32.1 22A 45.1 1 WA 20.4 260 413 1 81.7 08 e C 09 e rYPICAL MULLION ARRANGEMENTS ` a + Wz 38,1 aaon4 (W) 9D 2 ANCHORS 082012 e gz 0.i a � q� 1� 3 O J MA� Sgt A " m Z 13! Q } X104 -04 1/4' MA, ULTR COMB CLIP (1 ON EAMI WM) ' DW 1/4' MA. ULMUCM I PE®R "ARME CLIP gnu m 11 ; 1 j a�z�a z 1 6' Ha s11s J 1/4' DIt ULTRA1M -� CLIP (2 ON EACH WIND) too 1/4' OIL 4 FM CIIP (2 ON •• ••• • • • • • •- 1• 1 -3/B- am 2 -1 1_1%4• CONCRETE 2-1/r AFx21Ox tl • ••• ••• • • • i i i iANCH� 'A' i•• i TYPE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• M W3R=M BY 'ELCO' 10.TBAC= MAr BE IIAt OR FIN HEAD MMSMVE Ea . IAN. MW OW. UK EiBEMMV WOOD 1• 1 -3/B- am 2 -1 1_1%4• CONCRETE 2-1/r I ASALL ams AND NNW To FB SNW BAD RM MULU & CLS+S OR ANGLES =M=W CFMMY TO YASWW TO BE F47OfEC.LU NAB! AiIWJ -BART CQIOBW9. Sipl BRUMMIM PAW OR 'dA1kTd- IHi(fE ►4it1ACRY(IBE IACOt0.R. =LI/ - v� 1/4' 041. PER �� i IF m - 1 1 AAxaX1 �Qf� ANGLE i —a / +• ottc+. teo�a. t � i� a I4T1 a1xa.E � � Ig t / +' GB2 o 3 z�.ffif. wiLL 2.X a x i 114=0 U i.i 4i Om �J q M04-04 4� ehewt_ A 1/4' OIA. ULTRACCNS I /4: OIA. ULTRACONS 1/4° M ULTRpC�3 1/4' OW. ULTRACQNS Ed. Z PER CLIP (4 ON EACH YPD%i) 1 PER ANOIE' Ed. 4 PER CUP (% (%d EACH HANG) 2 PER ANGLE s WIN. �Ie 1`,., T 1,�: .. 6'EDI. :�t. I LJ FUk1TD%i CUP / 1 11 2 % 2 X 1/8° VVV --- - - - - -- ; ; SNUG FIT DID NULL J ; �� ELI' 2 % 1 $ I I I I I ALA AN= Q 1 I I I I 1 1 -3/4' eOC4 se1S 1 1 : -------- - - - - -1 1 1 FLOATM CLIP I I 2 PER ANGLE I I I I I I SNUG FR DISK MULL 1 1 10 i i I t i I 1 I 4 PE t4 ANIM i i i i i i i i —4L Ed. to I I I I � N �r} _______.... 1 I I � 1 I I 1 Ln +S tl/2-(_2)O n ( 3 I I FF LOCATION OF SCfWXS CONNEC IMI 1 /a° OM. i1L,TRACOPIS ANA TO TUBES 2 PER CUP (, oN EACH W") p� ANCHORS TYPE '0' T APPLICABLE FOR 4 °, 5" AND 6° TUBE MULLIONS 1 1 ae°w�tY� /h�C! fig( o e 12 1v sal Li • • • • • i • • I • • • • • Eelgrs A A a •• • •s PINPI W02 ALL CUPS AND ANGLE TO FR SNUG INTO TUBE MULLIONS. - y ALTERNATE CLIPS OR ANGLES CONNECTED OMMY TD M9g4RY TO BE PROTECTED • • • • 0:111OR LOBATION • • NRH ALKALI— RESISTANT CX]ATM SUCH AS BIRAV OLIS PAINT OR • • • i • • • • iAM —W= AIETHAC%tYLATB MGM. drurling na i•i i . i i i• i•• N• M04 -04 •. •• • • asgFiS TYPE 'C 2pi2 stld8t a of 6 1/4° DIA. tATRACONS BY 'ELCO' ULTR0.ClmIS 7UT' BE HE% OR FIAT HEAD 9ll83TRATE Eid. "a NCttl. EDGE �'iT. 4(OL EN8ED1dENT wl�D 1` 1_3/8• BLDat 2 -1 /a` 1 -1 /a° corrcRETE a -,/z` , -,Jr • • • • • • • • • • • •• •• • • • •• •• EDGE OISf. 8/16' VA. ULTRACONS Cd�iCRETE 2 -1/2° Y Ea. s/18° Mk 4 PER CUP (2 ON EACH WING) p 7M= MIN..t . . •. _ Z Q � I 1 L^ I 1 zx2x16° � a y ------- I i i i I� I1 V aLUm - - - - -- FLOATING OW I 1 I SNUG FR INS16E Ut I 1 I 1 1 i 1 Q h�i Q CQ 4 PEk 914 SALE ANGLE I gg��# I I I I I 1 I I I Q O I I 1 /2-(2) I 1 m iQ 07 hC� 3" CC $ 0 I I I I 1 J Q - 'n aj N 2 F LOCATION OF ScFtm CONNECTING ANMM TO TUBES �---� ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5° AND 6° TUBE MULLIONS i $ f • •• • • • S/18° OPA. ULTRACONS 8Y 'ELCO' L • • • • • CONS NAY BE HEx WA FLAT HEAD • • i ngr, jaw A AG � a SU•�tA1E Ed. a MEN. OrM FLA. PE ' CAN., • • • • • • • • • • • • ALL CUPS AND ANOLES TO FR SNUG INTO TM MULLIONS CUPS St ANSIM 1IONNECIED DIREWLY TO CONcim TO BE PROTECTED ww" AlsfALl- RES®TAIR COATINGS, SUCH AS MMMOUS RAW OR � �O �O /�7 drawing na • • • • • • WaTLTt.�Mlet! IACOl1ER. ` : :• • :. : • .•• 062012 M04 —�04 street lot B • • • • • • • • • • • •• •• • • • •• •• EDGE OISf. MIN. EMB£DAIENT Cd�iCRETE 2 -1/2° i -3/4° • • • • • • • • • • • •• •• • • • •• •• •• ••. . • • • • •• • •• • • • • ••• • •• ••• •• • • • •• . ... ... . . . CUA X1Nf4 1 SHE CW1RT FDR II1FS � r� MULLNIN _ _____.,__ AN N0. OF ®1G FH S C 3 1/8• THICK ALUM CRMMEL I i 4 LENOTH TO FIT SNUG INTO MUWON i TUBE MULLION 1 i 1 ANCHORS DETAIL a41 METAL TO METAL CONNECI011 #14 SMS SUBSTRATE Ed. d MM. EDGE G13T. MM CL TG C. SPACMO ALUMMWI 6 /B• 1 /a" i 1; CN3. CAN. 7938 a3v8.:b7 4 /2oi4 %%T012 �w a w z a O 3 U�W 8 F, g Ft z t� ul R M droern no. M04 -04