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WS-16-3075 It; S'3 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-272390 Permit Number: WS-11-16-3075 Scheduled Inspection Date: December 05,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:530 NE 107 Street Miami Shores, FL 33161- Phone Number Parcel Number 1122310140050 Project: <NONE> Contractor: M O T CONTRACTORS CORP Phone: (786)315-7331 Building Department Comments REPLACE 11 WINDOWS AND 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-270913. 12/02/2016 NO ONE HOME(9:40AM) �Failed 2 , L Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 02,2016 For Inspections please call: (305)762-4949 Page 35 of 42 Miami Shores Village ■ Permi't type. tines Shutters ' 10050 N.E.2nd Avenue NE p*C1gSs j ;}�(J d r1' 60' t:plaCem .., Miami Shores,FL 33138-0000 � it S �`}VE© ` � � Phone: (305)795-2204 Pette# Set 1�faExpiration: 5/17/2017 Project Address Parcel Number Applicant 530 NE 107 Street 1122310140050 Miami Shores, FL 33161- Block: Lot: HAMMER HOLDINGS INC Owner Information Address Phone Cell HAMMER HOLDINGS INC 7801 CORAL WAY (305)424-9544 MIAMI FL 33155- 7801 CORAL WAY MIAMI FL 33155- Contractor(s) Phone Cell Phone Valuation: $ 10,921.00 M O T CONTRACTORS CORP (786)315-7331 ___... Total Sq Feet: 0 Type of Work:REPLACE WINDOWS AND DOORS Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 DBPR Fee Invoice# WS-11-16-62018 $3.45 11/18/2016 Credit Card $269.50 $0.00 DCA Fee $3.45 Education Surcharge $2.20 Permit Fee $230.00 Scanning Fee $15.00 Technology Fee $8.80 Total: $269.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce i 9'that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and F�7rmo re,I authorize the above-named contractor to do the work stated. November 18, 2016 Auth ign re:Owner / Applicant / Contractor / Agent ate Buildi Department Copy November 18,2016 1 Miami Shores Village Building Department NO 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1H BUILDING Master Permit No.w s -3 CA5 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: '�7s �e—�# City: Miami Shores County: Miami Dade Zip: <� Folio/Parcel#: , ' Z-0-3 t — C>t q— QO SG Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: `` Flood Zone: BFE: FFE: 1 OWNER: Name(Fee Simple Titleholder): 6-'VV\l y"(?q' G .� �� Phone#: 2?015 Addresse �� \ �� ° `��\ j` City: \r l%eyeVvk' � State: Sl�C JAI Zip: -3 (55 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: z '"l `Q C 0's �01� Phone#: Address: 22 2 S U ) 4 2 �3 _ City: State: Zip: Qualifier Name: S/ .�--e Phone#: State Certification or Registration ' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 10 q 2 I a —7 Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration ❑ New ElRepair/Replace —1Demol—it}i—on Description of Work: _Ae-PI Vic° �l Uui i.yJo l,bc- 4 -k DCG Y-5 Z M PAC' 1 Specify color of color thru tile: 1 CO/CC$ Submittal Fee$ ; Permit Fee$ 2�® CCF$ ScanningFee Radon Fee • �S � $ $ DBPR$ -3 Notary$ Technology Fee$ Training/Education Fee$ 7 Double Fee$ Structural Reviews$ Bond TOTAL FEE NOW DUE$ 2 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignaturSignature OWNER or AGENT CONTRACTOR v The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this — day of I1 ( � ,20 ' ,by day of ��D 20 1 ,by lei( 5�..,who is ersonal known to S�afiy �b,�e rV ,who is ersona known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 411dz — Print: f� Ct - Print: ILv L4 LU o YtJLEXY SANTANA YULEXY SANTANA Seal: 7;� '`71�i Seal: ? �= MY COMMISSION#FF996098 MY COMMISSION 0 FFW6088 EXPIRES May 26,2020 EXPIRES May 26,2020 407 3@00169 PICK407 3084163 4 w oom V� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 1 2016 FLORIDA PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#P97000007419 Jan 22, 2016 Entity Name: HAMMER HOLDINGS, INC. Secretary of State Current Principal Place of Business: CC9031219673 7801 CORAL WAY SUITE 101 MIAMI, FL 33155 Current Mailing Address: 7801 CORAL WAY SUITE 101 MIAMI, FL 33155 US FEI Number: 65-0730776 Certificate of Status Desired: No Name and Address of Current Registered Agent: DE LA OSA,JORGE L 7801 CORAL WAY SUITE 101 MIAMI,FL 33155 US The above named entity submits this statement for the purpose of changing Its registered office or registered agent,or both,in the State of Florida. SIGNATURE: JORGE DE LA OSA 01/22/2016 Electronic Signature of Registered Agent Date Officer/Director Detail Title PSTD Name DE LA OSA,JORGE L Address 7801 CORAL WAY SUITE 101 City-State-Zip: MIAMI FL 33155 1 hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:JORGE DE LA OSA PRESIDENT 01/22/2016 Electronic Signature of Signing Officer/Director Detail Date 5�►O�R93ifiy.G Miami Shores Village � Building Department ones 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L' Mo,� Tel: (305)795.2204 L0RI� Fax: (305)756.8972 Inspection requirements for: Windows, Doors, ylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled ment: ID f f��i(p �5a?�G(Gty /u�v1� Qualifi caner Signa re /Date Print Name JEFF ATWATER WED CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/8/2016 EXPIRATION DATE: 4/8/2018 PERSON: TUERO OSMANY FEIN: 262072788 BUSINESS NAME AND ADDRESS: M.O.T.CONTRACTORS,CORP. 3821 SW 129 AVE MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation ii,at any time after the filing of the notice or the issuance of the certificate, the person named on the notes or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 `5'►�ORE& D� s ��► Miami shores Village logo Building Department TeB Spy 10050 N.E.2nd Avenue �LOMiami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signa Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of 50a-JC—k- ,20 4, . By --Jo ,4 1 w ®fci who is personally known to me or has produced as identification. Jose M.Rodriguez Notary: NOTARY PUBLIC STATE OF FLORIDA SEAL: Comm#FF950338 *P . Expires 1/22/2020 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 TUERO, OSMANY M 0 T CONTRACTORS CORP 3821 SW 129TH AVE MIAMI FL 33175 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSL t:REGULATION Every day we work to improve the way we do business in order CGC1515207 U` 08/18/2016 to serve you better. For information about our services, please �` P log onto.www.myfloridalleense.com. There you can find more CERTIFIED GEN -,C 4�aR information about our divisions and the regulations that impact TUERO, OSMA you,subscribe to department newsletters and learn more about MOT CONTRA the Department's initiatives. Our mission at the Department 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, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! EPS date :AUG 31,2018 L1608180002365 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY,LICENSING BOARD CGC1515207 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. ' Expiration date: AUG 31, 2018 TUERO, OSMANY M O T CONTRACTORS C,�� 3821 SW 129TH AVE - �•, MIAMI FL , � _ �� • gyp_.:---F-- • ...., �..��i: -•� ��_.. .� �F � tea. 007691 Local Bunn mss Tax Racerpt Miami-Dade CountY, State of floAda _THIS 1$NOT A BILL-DO NOT PAY L: 11 6237911 REMPT No, ''"xPILRG -12 Sol IUAnnfan.00ATIt]N RENEW�►1 SEPTEM t 8JnQ . M p 7 CONTRALTO 850- Muat Code Pursuant to County 3821 SW 129 AVE chapter BA-Art.ff&70 MIAMI FL 33:175 186 SPECIALTY BUILDING CONTRACTOR PAYMENT TAX oda OWNea -TORS CORP $75.00 07/31/2016 _.. M O T CONTRA CGC1515207 CREWCARD-1 .044805 workers) is not a Ilaen6a, alit of the Woal Business Tax.The pI w{h any Ileverame�l only nl �tlrna Pa1lp1 Holder meet oomply This f coal Business talc 111 othe t y' q realremeata which apply is tha busineDa made Cod®Sao 88-2X pernIt o� a�rspulstory laws andnaq irgm ns,to hi h a nays. or ndpB l ed on all oommerolel vehicles-MIe►� The RECEIPT No.above must be dbry aY ,� ,i ede aovsel Tyr more Information,visit — 11 TE A CERTIFICATE OF LIABILITY INSURANCE DA09/16/16 PRODUCER Florida Bankers Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 7278 SW 8 Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (305)266-6493 Fax (305)262-0679 INSURERS AFFORDING COVERAGE NAIC# INSURER A: FEDERATED NATIONAL INSURANCE INSURED M.O.T.CONTRACTORS, CORP. INSURER B: 3821 SW 129 Ave INSURER C: MIAMI, FL 33175 INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY Y EXPIRATION LIMITS LTR IN RD DATE MDD DATE MM/DD GENERAL LIABILITY EACH OCCURRENCE 1,000.000.00 C COMMERCIAL GENERAL LIABILITY GL-0504012070-01 05/18/16 05/18/17 PREM SES Ea occcTurence 100.000.00 ❑ CLAIMS MADE Y� OCCUR MED EXP(Any one person) 5.000.00 A ❑ PERSONAL&ADV INJURY 1,000,000.00 EGENERAL AGGREGATE 1,000,000.00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 1,000,000.00 0 POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per accident) ❑ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND ❑ WC STATU- ❑ OTH- EMPLOYERS'LIABILITY T RY LIMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS M.O.T CONTRACTORS CORP CGC1515207 GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL VILLAGE MIAMI SHORES BUILDING DEPARTME 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)QF ©ACORD CORPORATION 1988 M.O.T Contractor Corp. Date: )) State of County of Before me this day personally appeared 6 �ve2 who,being duly sworn,deposes and says. That he or she will be the only person working on the project located at: � 104 5 Sworn to (or affirmed) and subscribedpne this day ofy? "'—.20_L6by Personalnal know OR Produced Identification Type of Identification produced ' YUL"y SA147.AN4 MY COMMISSION#FF9M98 (407) 0153 EXPIRES Msy 28,2020 ^� Rata �oe.00m Pri t,type or Stamp Name of Notary Public. 1 a� �"��C �, 4rl aF: ��. Y..■�W� ,4 Nfi C NSULTANTS WIND CALCULATIONS PROJECT: IMPACT WINDOWS / DOOR INSTALLATION AT: 530 N.E. 107TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY M 18, 201 PREPARED C LOS M.PER P.,E. ST 'UCTURAL E- INFER FL. P.E.#: 5 844. E.B.#: 00 781 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 1 2Th STREET, MIAMI, FIORida 3 3 176 TET: (786) 242. 1720 - Fax: (786) 242.4399 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... A46 MCTfel. MGINERE .. .. . . . . .. . . . . . . . . . . .. .. C NSULTAI�TS "' "' ' so "' .. .. :00 .. May 18,2016 . ... . . . . .. . .. . . . . . ... .. Village of Miami Shores Building Department Miami-Dade County,Florida Job: Impact Window/Door Installation at: 530 N.E. 107`x'Street, Miami Shores,Florida RE: Window/Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge,belief,and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure(Zone 4): 47.1 psf Positive Design Pressure(Zone 4): 45.2 psf Negative Design Pressure(Zone 4):51.1 psf Negative Design Pressure(Zone 4): 49.1 psf Positive Design Pressure(Zone 5): 47.1 psf Positive Design Pressure(Zone 5): 45.2 psf Negative Design Pressure(Zone 5): 63.1 psf Negative Design Pressure(Zone 5): 59.2 psf NOTE: "Zone S"pressures are applicable to openings that are within 3'-10"of building corners- Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Building Mean Roof Height: 13'-6" * Exposure Category: C * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc If you shod ha en to have any questions or concerns regarding this or any other matter,please do not hesitate to contact Since ely, ST CTUGINEERING CONSULTANTS, INC. (E.B.#: 007781) 05/18/16 C rlos M.Pere ,P.E.,.Structural Engineer F P.E.#:54 44 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STRFFr, MiAMi, FIORidA 3 3 176 TFL (78b) 242- 1720 - FAx: (786) 242-4399 r • • • •• • ••• ••• •• •• • • •• •• • • • ••• • • • • ••• ' • • • • •• •• •• •• • • • MIAMI SHORES VILLAGE • • • • • • •• • • • • • • • • .. . . . .. ... .. APPROVED BY DATE .. . . .• . . ... .. 0 1 ZONING STRUCTURAL ELECTRICAL �y CRTV�D JOB NAME : NOV 0 9 2016 � PLUMBING BY.- RESIDENCE Y:RESIDENCE MECHAN'.CAL 530 NE 107TH ST 8 DG MIAMI SHORES , FL SU:JEGT TO COM-PLIANJ WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS q, w r ✓ � . ... ... . . . . . . . . . . . . ... . . . . ... REVISION: • • • • • ••. •• •• • • • • •• • • • • • • • • . •• • • • • • • • • •• • • • •. ••• •• • .•• • • • • .• • •.• : : 0.• :.. ..• 54'-1011 REAR 0 I 1 G 1 NOT PART OF (EGRESS) THIS PERMIT FAMILY ROOM j W O ® ® z O BATH W OBEDROOM DINING KITCHEN RIGHT a/ Cl N F-F LEFTIT O PPARRTT OF F CL CL GARAGE THI(VENTILATION) d a a WAC LIVING (EGRESS) O BEDROOM O I © D BATH ® NOT PART OF THIS PERMIT O FRONT -, NOTE: MEAN ROOF HEIGHT : 13'-6" ROOF TYPE : 3 : 12 GROUND FLOOR PLAN DATE: 05/20/16 SCALE: 3/16"=P DWG.BY: M.R.Z. JOB#: 05-2016 1 of 3 see 0 • • • • • • • • el• • 0*0 REVISION: • • •• •• ••• ••• ••• ••• • • • • • • • • • •• • • • • • • • • NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL.BE IN STRICT ACCORDANCE • •• 000 • WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS •• i • • •• ••• •• PERMIT. ' ••• • • • • •• • NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNSXRAMING,ETC.) ' PERMIT.: ' • • •• • • • SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING NO 00 • • • • • • •so CALCULATIONS HAVE BEEN PERFORMED TO VERIFY TIS ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR "F 74"X 50-5/8"(XO) NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT WINDOW-L.MI. MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH N.O.A.:15-0728.05 ENERGY VALUES IS BEYOND TI-IE SCOPE OF THIS ENGINEERING REPORT. ZONE 4:+47.1-51.1 GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE:1/8"RS.GLASS "G" 37"X 50-5/8"(XO) .090 BUTACTIE PVB INTERLAYER. "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING INTERIOR LTTE:1/8"RS.GLASS WINDOW-LML w NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME N.O.A:15-0728.05 REINFORCEMENT OPTION. ZONE 4:+47.1-51.1 W GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS V TF/1 EXTERIOR LITE:1/8"H.S.GLAM F�L7 .090 BUTACTTE PVB INTERLAYER, O LNTERIORLITE:I/8"RS.GI.ASS n R- r� NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME q REINFORCEMENT OPTION. (%/] 2'-2" �. �. 4!-7r" ` �. 4-5" "Il" 74"X 50-5/8"(XO) "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING O WINDOW-L.M.I. G I N.O.A:15-0728.05 I 1 ZONE 5:+47.1-63.1 H GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS Z (EGRESS) O EXTERIOR LITE:1/8'H.S.GLASS F .090 BUTACTTE PVB INTERLAYER. INu NOTE: Td LEFT ELEVATION TERIOR LATB:l/8"RS.GL ASS HIS INSTALLATION DOES NOT REQUIRE FRAME p4 (p� REINFORCEMENT OPTION. d Gni, .� 1"X3"Xl/8"X50" ALUMINUM TUBE 2_4" MULLIONS BY ECO NOT PART OF O O ® O THIS PERMIT °L° ,4"X "(XG, (EGRESS) REAR ELEVATION OW-1 ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING WINDOW-LML N.O.A:15-0728.05 "E" 3T X 38-3/8"(XO) ZONE 4:+47.1-51.1 "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS WINDOW-L.ML EXTERIOR LITE:1/8"R3.GLASS N.O.A.:15-0728.05 .090 BUTACTIE PVB INTERLAYER. ZONE 4:+47.1-51.1 INTERIOR LITE 1/8"RS.GLASS (LAZING.5/16"LAMINATED IMPACT RESISTANT GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME .� EXTERIOR LTTE:1/8"H.S.GLASS REINFORCEMENT OPTION. .090 BUTACITE PVB INTERLAYER "IT OVERALL FRAME SIZE:170-5/8"X 50" INTERIOR LITE:1/8"RS.GLASS (3)56-7/8"X 50"(XO) NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING REINFORCEMENT OPTION. WINDOW-IMI.N.O.A-:15-0729.05 "B" 19-1/8"X39-3/9' ZONE 5:+47.1-63.1 SERIES"ECO-GUARD 100"ALUMINUM SINGLE HUNG WINDOW-L.M.I. GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS N.O.A:15-0406.12 EXTERIOR LTTE:1B"H.S.GLASS ZONE 4:+47.1-51.1 .090 BUTACITE PVB INTERLAYER GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS INTERIOR LTTE:1/8"RS.GLASS EXTERIOR LATE:1/8"RS.GLASS NOTE 1:THIS INSTALLATION DOES NOT REQUIRE FRAME DATE: 05/20/16 .090"DUPONT BUTACTTE PVB INTERLAYER REINFORCEMENT OPTION INTERIOR LITE:118"RS.GLASS - - SCALE: 3/16"=V NOTE 2: WINDOW UNITS SHALL HE MULLED TOGETHER USING 1"X 3"X 1/8"X 50" ALUMINUM TUBE MULLIONS BY E.CO. N.O.A.: 14-0529.16. DWG.BY: M.R.Z. JOB#: 05-2016 3 of 3 . . . . . . . . . . ` • • •.s • • • • •.. REVISION: • • • • • of • • • • • • • • • •• • • • • • • . • 00 NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONL?�THE pOIENINGO THAT•�RE�ID$N 1?IEV MH THOR PRODUCTS CONTROL N.O.A.DESIGN PPREs Vi*,kpS�E ARE4AM'of ou PEYIOBT. ALL OTHER OPENINGS ARE NOT PART OF THIS • • • . • . • • fe NOTE 3: THE•1&N HWFORCE RE sTlWGf&lF E1/1 SF THE STRUCTURE(I.E:BEAMS COLUMNS FRAMING,ETC J SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. "Bl" 19-1/8"X38-3/8' SERIES"ECO-GUARD 100"ALUMINUM SINGLE HUNG WINDOW-LAU. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR N.O.A.:15-0406.12 ZONE 5:+47.1-63.1 NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT EXTERIOR LTTE:1/8"H.S.GLASS MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH RUMOR LITE:BUTACII'E AS INTERLAYER INTERIOR LITIB"xS.GLASS ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. 'F^ 35-1/2-XIII-1/2'(SINGLE DOOR) w "SERIES 600"ALUMINUM OUTSWING DOOR-L.ML W N.O.A.:15-0603.13 V-5" ZONE 4:+45.2-49.1 V iY GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE:1/8"K&GLASS0 .090 BUTACITE PVB INTERLAYER Q .�. RfIMOR LTIE:1/8"H.S.GLASS q ® �M2' "Gl' 37"X 50-318"(XO) G ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING p WINDOW-L.ML en tn NOT PART OF G N.O.A,:13-07 -6 CB ZONE 5:+47.1.1•63.1 0 SS PER TIT GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS F (V EXTERIOR LITE:1/8"H.S.GLASS RIGHT ELEVATION NOTE: TIES BUTEPVB R INTERLAYE INTERIOR RLJLITE:I/8"H.S.GLASS d HIS INSTALLATION DOES NOT REQUIRE FRAME U Q C� REINFORCEMENT OPTION. a a O O 1 O NOT PART OF THIS PERMIT oGUAGD FRONT ELEVATION "E -SERIES200"ALMORMHORIZONTAL ROLLING WINDOW-1-Nil. 'A' 74"X 38-3/8"(XO) N.O.A.:15-0728.05 "ECO GUARD-SERIES 200"ALUMINUM HORIZONTAL ROLLING ZONE 4:+47.1-51.1 WINDOW-L.ML GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS N.O.A.:15-0728.05 EXTERIOR LITE:1/8"xS.GLASS ZONE 4:+47.1-51.1 .090 BUTACITEPVB INTERLAYER GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:1/8"H.S.GLASS EXTERIOR LITE:I/8"H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME .090 BUTACITE PVB INTERLAYER REINFORCEMENT OPTION. INTERIOR LITE:1/8"H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME "D" 39-1/2"X 81.1/2"(SINGLE DOOR) REINFORCEMENT OPTION. "SERIFS 600"ALUMINUM OUTSWING DOOR-L.MI. N.O.A.:15.0603.13 ZONE 4:+45.2-49.1 GLAZING 5/16"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"H.S.GLASS .090 BUTACITE PVB INTERLAYER INTERIOR LITE:1/8"xS.GLASS DATE: 05/20/16 SCALE: 3/16"=11 DWG.BY: M.R.Z. JOB#: 05-2016 2 of 3 t MIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION ROMI DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 118SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(78b)31155-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.m1%tm1d9d,-.&oy/econom-1 Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER • reisprves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control •••• ••SgQdon that thip product or material fails to meet the requirements of the applicable building code. This,proddcttis approved as described herein, and has been designed to comply with the Florida Building .�.... Vole,including the High Velocity Hurricane Zone. DESCRIPTiM;:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window •••••• •••�P�'RO��RQCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling ••••• re aced b Al- ••• •. .Ndw.(L.iVUX'sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/1S/l5,p p y • '.Fssooq Corpeolron,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product •••••• Control Revisioostamp with the Notice of Acceptance number and expiration date by the Miami-Dade • ..... •••C,%;ity Prodnet-Control Section. • ••• • MASIL11 FACT RATING:Large and Small Missile Impact Resistant e at�ELING: 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the•product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors'and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0728.05 MIAMH)ADE COUNTY Expiration Date: May 27,2019 •a Approval Date: September 03,2015 5)0115 Page 1 f Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201..:94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. • •••;; Y.TL-7635,dated 12/09/14,signed and sealed by Marlin D. Brinson,P.E. (Sebmitted under previous NOA#14 0317.01) •;•••• ••• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• ••••• 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 .":'. ."." 3)Water Resistance Test,per FBC,TAS 202-94 • ••' •• ••'••• 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 ..... .... .... ' '..aldng with marked-up drawings and installation diagram of a XOX aluminum ••• 0 ••.horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test •;•••• .....; ••'Report No.HETI-08-2226A,dated 01/15/09,signed and sealed by Candido F.Font, •••••• ••••• (Submitted under NOA#09-0312.08) • 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex lost NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,20X5 E-t r , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowwuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312 08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test •.. Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, • ••••• (S.tbmitted under NDA#09-0312.08) -94 •�:••• 000:00 :•• 7. :::.Tdst reports on:)Cyc Largis Wind Pe Missilere sure Loading per FBC,TAS 203-94 ••••• •• •..Mang with marked-up drawings and installation diagram of a XOX aluminum ..... .... ••... . 1�orizontal sliding window,prepared by Hurricane Engineering&Testing,Inc., est •••• •• •avort No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, ...... ..%]R E'. '600 0 • ••�4Submitted tinder NOA#09-0312.08) .....: 8. ' TBst 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) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-223OB,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0312.08) _Jj'�&" Manuet P ez,P.E. Product Control xa iner NOA No.15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51 Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on ••• 07/04/18. 0000 .. :0.0.: •:F.••; STXTE*ENTS 00 . 1. :.:,Statement letter of conformance,complying with FBC 5th Edition(2014),and of no 0000.. 0000 .. • financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. .0.0. ss 0 .00.00 sees. s .e Oltwk- Goes*: •, • 1. .,,,Tjotice of Acceptance No. 143-0317.01, issued to Eco Window Systems,LLC for their ...... G o%Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved • 0:000: ; .•op 04/10/14 and expiring on 05/27/14. 0.000. . 0000.. Manuel a z,P.E. Product Contrt I 'on NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 . ... . . ... . % .. % .. . . . . . . . . . . . . ... . . . . ... 72" 111" ((2)ANCHORS AT MTG.STLE ENDS TYP. WINDOW WIDTH • • • WINDOW w (4)ANCHORS REDD.FOR SIZES AND LOADS N •• • • • • • •• • MARKED WITH'''ON SHEET 2 ONLY • • • • • S/e" •• 4• z 2i;,21 1/2AD/SAl'4A%. 4' ` 3 1/2 MAX. i • MEAD/SILL• • 3" 3' 1Nfpi�liL • A •• CORNED• • z �. CORNERS —� • • • •• •• •• @u a II II D 'I 11 E 4 II /. II D li II /. C a a ° a a �i i%ii 4 [1cm CI I rlS c I,��I I, 4 a11 o di 3 B 3 vi FALSE MUNT� 31 1/4" 32 3/4' FALSE MUNITNS 32 3/4' 32 3/a' (SURFACE;PAUID APPLIED) D.L OPG. DA.OPG. MAY BE USED D.L.OPG. D.L OPO. MAY USSIDID 9E }a{ 353/8- 3S 7/8- ECO—GUARD SERIES-200 s UC",1Do VENT WIDTH TYPICAL ELEVATIONS VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW $mn DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O o CHARTS SHOWN ON SHEETS 2. Z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. O Z�g THTO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LS SHUTTERS ARE NOT REQUIRED. IXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU�� I MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/e HEAT STREN'D.GLASS WILL APPLY TO ENTIRE SYSTEM. S/18"AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TEM TO COMPLY WITH THE 1/8'HEAT STREM'D.GLASS 1/8'HEAT STREWD.GLASS 1/8'HEAT STREN'D.GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MOH VELOCITY HURRICANE ZONE(FIYHZ). • 3 .090*Iratne ePVB mma-blteMe car 1�" WWI) BUCKS 8Y OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER By'Kuraray America.Inc: By'Kuraray Amerkc,Inc: By'Kumroy Amwlw.Ina'Fr LOADS TO THE STRUCTURE 1/8'HEAT STREN'D.CLASS 1/ RS 8'HEAT STRFNb.GLASS 1/8'f{EAT S1RENb.GLASS EMBANCEDMENT RS TO BASE MATERIABE AS L Sf1Al1 BE SPACED BEYOND WALL DRESSING OR ON OETARS, STUCCO. u$$ 3§ SILICONE SILICONE CARDINAL.%L ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (O5�2000G 8B9 DE CORNING 899 E SPACERENOT PART OF THIS APPROVAL n n v n A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. p a d 3' $ SILICONE •o'^^^^ s ALL SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE. {� DONT 898 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT g<m u o \ a 5 COME INTO CONTACT THE FLO OTHER BUILDING CODE SHALL.MEET THE a, _ �AW 0 PRODUcrREVISW REQU FIA.PE_ z mcm°ply6Ww4681ePTn" yyg CAN. 10 10 Iretton DekIJ 29 AT 1/4 POINTS ON LITES AT 1/4 PDIMS ON LITES AT 1/4 POINTS SETIM IAM. BLOM AT SS AND MSUL.LAM.GLASS °A•(am I'tvduct droWing n0. WIDER THAN 36 ONLY WIDER THAN 38'ONLY ALL SIZES NOTCH G1AZM0 BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE `B' GLASS TYPE 'C' 20j5 W09-12 GLAZING OPTIONS sheet of .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) �V W W/0 am. WITH REINF. • W/O REINF. • Vw REUIP..• •• W/0 aw. WITH REAR N GI699 TYPE cLABS TYPE GLASS TYPE " 9YPiE • =YPis• MAISO 1fPE• MASS TYPE sum TYPE GLASS TYRE g WINDOW DIMS. A 'A' S S WINDOW DIMS. M 'A' • 8 • • ••• WINDOW DIMS. A 'A' '8' I I O WIDTH ;D EXT.(+) INT(-) EXT.(+) IM.(-) EXT.(+) IM.(-) WIDTH HEIGHT • EXT.(•) IM.(-) .fir) 1M.(•) EXT•(+) M.( • WIDTH HE10M EXL(+) IM.(-) EXT.(+) IM.(-) EXI'.(+) IM.(-) k 28_1/2' 4 70.0 80.0 BOA 80.0 702 80.0 74" �, 7. BOA 8bA .0 70.E 10.0 74" �. 8 70.0 804 80.0 90.0 70.0 80.0 37' 26' 4 70.0 80.0 60.0 90.0 704 Hao 108-1/4 (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 1102 70.0 BOA �,nQQ g o 53_1/g" (3) 6 70.0 80.0 80.0 80.0 70.0 8MO 111' 12 70.0 60.0 80.0 90.0 702 80.0 111' 12 70.0 Bo1) 60.0 90.0 70.0 60.0 74• 8 70.0 80.0 90.0 80.0 70.0 80.0 74" 9 •7•.0 8010 80.0 699.0 07" awe 74' 9 70.0 80.0 80.0 90.0 70.0 904 26-1/2" 4 70.0 80.0 8D.0 90.0 702 80.0 106-1/4" (4) 72 70.0 80 00. •!A 1100 106-1/4' (4) 12 - - 80.0 80.0 70.0 80.0 ,Q J7' JB-J/8' 4 70.0 80.0 80.0 80.0 70.0 80.0 111^ 12 7&0 am SM •96.0 •70.0 80.00 111' 12 - - 802 902 70.0 80.0 � 1" 53-1/g- (4) 6 70.0 80.0 80.0 90.0 70.0 802 74• 9 0 0 80. ti. 00• 74^ b0-s/S' d 80-5/8' 8 70.0 1102 80.0 902 70.0 80.0 w Q Q QgQg 74' 8 70.0 80.0 80.0 90.0 70.0 60.0 108-1/4• (5) 12 70.0 804 802 9D.0 70.0 g0.0 (8) GY p i1 26-1/2- 4 70.0 BOA 80.0 80.0 70.0 no 111' 12 70.0 80.0 802 90.0 702 80.0 74' 13• 9 70.0 704 80.0 902 70.0 802 @ irYj 37' 50-5/8" 4 70.0 802 ED.0 902 70.0 80.0 74' 8 70A 70.0 80.0 90.0 70.0 80.0 (6) a g3_t/8• {5) g 70.0 1102 80.0 80.0 70.0 804 108-1/4" 12 70.0 70.0 SOA 82.6 702 80.0 72^ 8 70.0 802 50.0 90.0 702 80.0 LL 2 tl)1 74• 8 70.0 80.0 MO 801) 70.0 1102 111^ (8) 12 70.0 70.0 80.0 80.4 70.0 60.0 84' 24' 9 70.0 1102 80.0 90.0 70.0 1102 26-1/2' 4 70.0 80.0 50.0 90.0 70.0 802 72- 9 704 80.0 904 90.0 70.0 80.0 96' (3) t2 70.0 60.0 60.0 90.0 70.0 80.0 ::e111 F 37' �• 4 86.9 77.5 80.0 902 70.0 80.0 84" 24- 9 70.0 90.0 802 90.0 702 80.0 lob^ 12 70.0 80.0 80.0 902 70.0 BOA 53-1/g" (6) 6 7a0 T0.0 Bao ODA 702 80.0 98• (3) 12 702 BOA 802 90.0 70.0 80.0 72• 9 70.0 80.0 602 90.0 70.0 80.0 � U by 74" 8 70.0 zo-O 60.0 80.4 TO.O 80.0 108^ 12 70.0 Bag SOA 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 � a 24' 4 70.0 80.0 80.0 80.0 70.0 Bao 7Y 9 70.0 B0.0 80.0 90.0 70.0 soA 96' (4) 12 70.0 802 80.0 90.0 70.0 80.0 38" 4 70.0 80.0 802 90.0 70.0 80.0 84' 38" 9 70.0 80.0 90.0 90.0 70.0 80.0 las" - - 80.0 90.0 702 80.0 48' () 8 702 80.0 80.0 90.0 70.0 80.0 86' (4) 12 70.0 no 604 90.0 70.0 80.0 72" 9 70.0 BOA 802 90.0 70.0 WA 60' 8 70.0 90.0 802 90.0 702 80.0 1011" 12 70.0 80.0 80.0 90.0 70.0 80.0 84' 4 8 70.0 70.0 80.0 802 702 80.0 72' B 70.0 802 80.0 90.0 70.0 80.0 72' !) 70.0 8a0 80.0 90.0 70.0 802 98' 12 TOA 70.0 80.0 �.0 70.0 80.0 ,. m 00 24' 4 702 80.0 80.0 90.0 70.0 90.0 84' 48' 9 70.0 80.0 80.0 90.0 70.0 802 72' SO' 9 70.0 70.0 60.0 90.0 70.0 80.0 38• 38' 4 7a0 80.0 BOA 90.0 702 Bao 98' (8) 12 70.0 80.0 80.0 9Q0 702 SOA (8) 3 t0 M 1. 8 70.0 80.0 80.0 90.0 70.0 80.0 tOB' 12 70.0 Bao 80.0 90.0 70.0 802 A a NO. OF ANCHORS PER HEAD &SILL 0 oM 1. (a) a 70.0 80.0 9D.D 90.0 702 60.0 72^ 9 70.0 70.0 80.0 902 70.0 80.0 () = NO. OF ANCHORS PER JAMB Z_3 72• B 70.0 80.0 80.0 8a0 702 30.0 84" 80' 9 70.0 702 80.0 90.0 70.0 80.0 3 2' 24' 4 70.0 SOA 80.0 902 70.0 8a0 96' (6) 12 70.0 702 50.0 60.0 i 70.0 1102 C 36` 4 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 70.0 80.0 87.6 70.0 817.0 48' i) 6 70.0 802 80.0 602 70.0 80.0 A= NO. OF ANCHORS PER HEAD & SILL W 60' 8 70.0 80.0 60.0 902 70.0 802 () = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) O 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 •MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24' 4 70.0 80.0 80.0 901) 70A 902 WITH (4)ANCHORS AT MTG. SIRE ENDS Je" 4 70.0 80.0 50.0 SDA 70.0 80.0 s 8 46' �) 6 70.0 702 60.0 90.0 70.0 80.0 80• 8 70.0 70.0 8a0 BOA 70.0 802 (1/3w) (1/sYq (1/3W) 0 & !3 T2' 8 70.0 70.0 80.0 87.8 70.0 BOA ,, c �. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A= NO. OF ANCHORS PER HEAD & SILL m () - NO. OF ANCHORS PER JAMB 'XOX' 3 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4)ANCHORS AT MTG.STILE ENDS m m$ NOTE: OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE m E s s 8 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0c 'XOX' AND FLORIDA BUILDING COMMISSION O DECLARATORY STATEMENT DCA05-DEC-219 Dqn JAVAAD AHMAD PRCMCT REVISSO CRAL 4h ilA PE70692 a ying with"Plod" s 1 Building coaa 150 28 2 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE A �lAlsJ FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 2097,, 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF nal I SEE SHEET 3 FOR DETAIL. W09-1 Z sheet 2 of 7 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... t, TYPICAL ANCHORS �U N 113Y SEE ELEV. E DIST. WOOD BUCK FOR SPACING �7 ' •• S1ARE ••• � Li a' �I�Q�T• • • • Nwy4—APDE CQUNTY•A�PROVED n o Z •� EDGE.DIST:. EDGE DIST. • • • '�M�.l1M A-WRS - ,e e: a: ,-*a d. a•' • • • SIT•SEPARATE•N0A• • I 0 k Td' ° •• •• • DIST. •• • CY iC'F U 17•• •• • • TF07OR 19 •• • • •.! . 0.. •TYPICAL ANCHORSCAL ANCHORS IYPICAI-ANCHORSSEE EIEV. ELEV. SEE ELEV.FOR SPACINGSPACING FOR SPACING 4 t2 t1{�55x WDo" BUCKS AND METAL STRUCTURE NOT BY ECO WOW, O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. JJ WEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING Wt = 3/6" X 2-1/4" WEEPHOLES AT EACH END ,1/4' DIA. ULTRACON BY'ELCO' (Fu=177 KSI,Fjbtss KSQ AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES g g a SE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) � 0 8 n gg xS INTO CONC THRU 1BY BUCK . OR MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH p p M m c W y � JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) p 1-1/4" MRN. EMBED INTO CONC. OR MASONRY (JAMBS) Z;IJi DIRECTLY INTO CONIC. OR MASONRY 3:Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) T 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) e ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) o S oOB (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DISTAN_. �$ INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 {ria INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. O i3 q a � s WOOD AT HEAD.SILL OR JAMBS SG a 0.68 MIN. 3 = CONCRETE AT HEAD,SILL OR JAMBS fD a 3000 PSI MIN. w C-90 HOLLOW/FILLED NORMAL WEft#iT CMU AT JAMBS Mm = 2000 PSI MIN. V%r.'JM%O ARM 7 PRODUCT RBVISBD n e FLA.PESd T0592 a eemoying with aw FlarNa g .I e. I N.X578 Bultdmg Cad^ F ' v-s .. ` Aeeeplmee NO� .p gg TYPICAL r ••..8. .8 �LSEEV iBY ANCHDR9 By �SEE ELEV. EiEV. 'rW000 BUCK FOR SPACING 'Wt FOR SPACING W09-12 '•..� w EDGE DIST. _I EDGE DST. sheet 3 of 7 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1,4•MAX. {}�V SHIMS N s • • • • •• i 1/4-MAX. • E •• • • • ter •• • m SHOD © O • 5 • WOOD eYDH3•• Z 3 zt 6 7 • • • •• • • • 17 • • ••• •p.p TOLANCHORS 1YPIC AL ANCHORS SEE Ems' FOR SPACING SEE ELEV. O FOR • - •• •• �p • •• • •: •. • 1 0 • •y tl4i • vp *1 • �r • • _. Q k!, -----SCREEN oPL ------_ _ - • �. ••• o • 0 a p 8 20 7 °e m O40M 7 �aaj 4 STEEL REINFORCING a 11 12 METAL AS REOD. < v Z N d STRUCTURE SEE SHEET 2 FOR CAPACITY Yl el h WINDOW WIDTH XO LAYOUT =i J g1/4'MAX, g J MAX. VENT WIDTH VENT WIDTH M40 1/4' a SHIM O D.L.OPO. O O L OPO N C D �D t>trcicfi d 7 2 TYPICAL ANCI10R5 w is 7 SEE ELEV. co �., FOR SPACING In� Z�� 17 :t 1�4, �^ Z�R -- - - -° _ -SCREEN 0 . ----------- < W CDM 2D 6 i 4 11 STEEL REINFORCING REINFORCINGD.L.OPG. AS READ. .-•a EXTERIOR SEE SHEET 2 FOR CAPACITY 8 WINDOW WIDTH 6i S C TYPE ANCHORS XOX LAYOUT o A SEE ELEV. $ FOR SPACING MWO-DUNE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACINGm n 3 cog'�aa mo8ss�' •� o T$c<mt�ow Engr.WAD AHMAD PRODUCT REVLUD Av •� DE Cm e9 Cemplyingwm 90 Ftodb N C BA PE 70582 ;i -iA --------SCREEN OPT. f 2drawing rro. WO9-1 2 WINDOW WIDTH W NDOW WIDTH sheet 4 0f 7 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• (. U100 METAL 7\ N EDGE DIST. STRUCTURE �G • • • I TYPICAL ANCHORS •VIST.•• • • • • MULMI►OADE COUNTY APPROVED o SEE ELEV. • • • • • MUWIW OM&MiON ANCHORS Z 3 FOR SPACING • • • • •• SEE SD➢ARATF•NO& 0 ' gyp\' • • • • • • EDGE N ,..p,. I I ••• • • • •• •••• • ED6 G �p . I • •1 0 • •• • Igo w 28 ALT. •• • • • • • • • s• a4n TYPICAL ANCHORS TYPICAL ANCHORS 0�3� SEE ELEV. SEE ELEV. 4 2 FOR SPACING FOR SPACING Q t G-7 N J w g n I O Z3� SHIMS ALT. O n 28 TYPICAL ANCHORS SEE ELEV. W O7m FOR SPACING A TYPICAL ANCHORS • '.i qSg SEE ELEV.FOR SPACING • m •m C m as CLDOtmuo ALT. INSTALLATION DETAILS 19ITH FLUSH FRAME ADAPTEI3 F�inm NWD PROM)C;TRMSP.D •� FLA.PE 70582 Bdlduf8 odewilhd4FkwW7� ggg ..� D Acapimrc� O + S a • P ' •� �� Q 2Q15 Mi By drowing no. ':'• .• W09-12 EDGE DIST. sheat 5 of 7 • • ••• • • • ••• • • • • • • • • • • 1.067 ITEM PART 0 QUANTM DBSCRIMON MATERIAL MANP./SUPPLIER/RENARKS �4 U p2,7,111 - ! N 1 FY201 FRAME HEAD 6083 TB 3/16' 1. •• •• 000 4R FY2170 • i FRAME SILL 8063-TB • / ,500 .715 • • • • • f1Z0� • SILL TRACK R45ERT 6063-TB - Z ;- 1.434 �r • • • • 4 FY2056 •AS YEOD. MOV.FRAME JAMB 6083-T6 - Z } J .Q82 .813 tEN ••• ••• • FY REGO. RXED FRAME JAMB 6063-T8 - WM Fi a r 1.718 8 FY104 1/VENT FOIED MTG.RA0. 8063-T6 - Q dii p 3.248 .082 7 FY105 1/VENT VENT INTERLOCK 6063-TS - V •• • • • 46• -*WAS •1/VENT JAMB STOP 6083-T8 p n Q VENT TOP/BOTTOM RAIL STEEL REINFORCING • • • • : io7 2/VENT Top ANO BOTTOM Ran. 6063-T6 - Q k ti J1 E • • • • 410E OFY1 G8 4AS READ. GLAZING BEAD(LAM.GLASS) 6063-T6 - (�p 'I�7 2.095 .519-" '9 •1� • • •+ 1 0 AS REGO. GLAZING BEAD(INSUL LAM.GLASS) 6083-T6 1.250 I ' 1 1, - AS REOD. REINFORCING BAR STEEL " a p 1.6io �- !T -f - .719 .803 ,045 .803 12 - AS RECO. REINFORCING BAR STEEL g - 045 13 FY204 AS RTEQC. ADD-ON SILL.RISER 6083-TS USE AS REQO. ' LL Qi FRAME HEAD 2.246 I 14 FY20B 4/VENT ROLLER HO1MG do MADE CELLON - 0 -I 1.087 1.047 tl��j 1.140 � 15 FY209 2/VENT ROLLER BRASS .082 1.140 1.610 to GLAZING BEADS ® 16 FY210 2/VENT ROLLER PIN ST.STEEL - C 17 0e X 1' AS REQD. FRAME/VENT ASSEM9LY SCREWS CRS P.H.SMS 1.344 18 ,8 X 3' 2/VENT FOL RAIL SRL SCREWS(SILL END) CRS P.H.SMS � U A13 19 W23181 AS REDD. RN SEAL W'STRIPPING - ULTRAFAB }-- O8 JAMB STILE 20 0300TISO AS REQD. BULB SEAL Q-LOFT SCHLEGEL tASB 21 E207 AS REOD. BULB SEAL SANIOPRENE ULTRAFAB,DUROMETER 85*5 U 2.08.7 22 E203 AS REQO. GLAZING BEAD BULB S94MPRENE ULTRAFAB.OUROMETER 6515 3.878 ileo 23 RJI-50 AS READ. GLASS SPACER SILICONE FRANK LOWE .078 2.501 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN&ASSOC. wr I 25 O8 X 1/8' 2/LATCH LARCH NST.SCREW ST.STEEL OH SMS N 1.140 1 26 !A L 2/WDW. WEEP VALVE - PREFERRED ENG.PRODUCTS O OM a A62 27 ,/VENT 5/18'BOX SCREEN OPTIONAL }� 0 S00 28 FY120 - FLUSH FRAME ADAPTER 8063-T6 OPTANAL iq Z 31i- 1344 29 - 2/LITE I SETTING BLOCK EpDM pUROMETER 8015 SHORE A 3 Z F---2.750 O.t .• 7Q MEETING RAIL LU;;Wm 02 FRAME SILL 2188 1.314 .250 1.422 .340 .312F.O.8262 r $ all .062 1375 S O SILL TRACK © FIXED MTG. RAIL Ills .CAO ,.187 q-1.658 o2.750 2.912 2. 2.750 2.66e �9�JAChIL ascom�tR �t o1u PE M 74692 Bu0dlag Codaoat No�aNo soo 789 BY Mi !>mbProdtMCm1UdrOWit,g nD.2.611 rill_ 1� 1 W09--12 O MOV. FRAME JAMB 0 FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheet 6 of 7 • • . . . • . . • . . • • • • • •• •i• +•• • •• a•• • F� a • • • .r' •• ••• 0.p $ ��t0g 0 J J FRAME}'pP CORNER VENT TO CORNERS $ W � f- r_ z 3� 3Zo 0:to assts Emr.AM AHMAD PRODUCT REVIS® CML A+c=ptyinswith theFlaids tit FRAME BOTTOM CORNER M 211"l, Cade u nexP,me, fso 2a.c 9 is 0 2015 By t W09-12 FM MTG. RAIL CORNER sheet 7 of 7 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION WXAM 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www miamidade.toy/economv ECO Windows Systems,LLC 9114 N.W.106&Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control SCition. ••••; MIS§1.%IMPAGT SATING:Large and Small Missile Impact Resistant LintiVdq; •' • •••••• 1. See Single o;._Wy f e Door Design Pressure(DP)ratings in sheet 2 .See Single or Double Door DP ratings with 0:0606 sid&2es(w/wg gejpforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall ••••• aot Jo exceed 37:.See locking options 1 &2 in sheet 7_l. see:** "••• 2. JLwhated glass es 01 and 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to :....: IeShcated lami�glass w/.090"Solutia interlayer. LABELING:Ifacb'u•rut shall bear a permanent label with the manufacturer's name or logo,city,state and series and foll'Wih state►r0*"t I1�Iiami-Dade County Product Control Approved",noted herein. •'•••• RFnWAL of thfis NEMA shall be considered after a renewal application has been filed and there has been no change fifthe applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chands,P.E. NOA No.15-0603.13 MIAMI•DADE COUNTY Expiration Date: March 20,2019 �ffiulwkv ' Approval Date: October 15,2015 Z1`4 Page 1 let ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-40031 HETI-12-4003 and HETI-12-4027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5'h Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. .2. Glazing complies w/ASTME-1300-02,-04&-09. . . ..'.D. Ufj%LIT);ASSURANCE •••... 'i'••Nami Dadq Department of Regulatory and Economic Resources(RER). •:•••E. ;MTERIAL�CXRTIFICATIONS *00:00 410 ;Totica of.Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNeptears,&Co.,Inc.for the"Butacite®PVB interlayer", expiring on 12/11/16. •••• 7."Notice'dPAcceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former rSolutip-�;e)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. • ."xL Edge,wal System 201 SS spacer by Cardinal IG. F. iTEMLNTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 .. .. . . . .. .. . . . . . . . . . . . 1/8'HEAT STR£N'D. GLASS 3/16'HEAT SIREN'D.GLASS • • I •• •• ••• ••• •• •�• 090'IrdeAOyer 090'Interbyer N • • • • • • • • • •• Butaclte PJB Butoalte PJB 3 • • • • •• • • • By'Kumray America,I=.' By'KurcrW America, Inc.' • • a ••• ••• ••• ••• ••• ••• 1/8'HEAT STREN'D.GLASS 3/18"HEAT SiHEN'D.CLASS SILICONE SILICONE 4Q Q J. >� DOW CORNING 899 � DOW CORNING 899 yN i L) _ 28 •• • • • •• ••• • 28 • ••• • • • • •• 14 �� m •• • • • • • ••• •• ' i x 0"��Q �� 1 I \� �/ SETTING BLOCKS AT LAM.GLASS READ.FOR WIDTHS EXCEEDING 38'ONLY. g �—— NOTCH GLAZING BEAD LEG TOCLEAR 4 p GLASS TYPE 'Cl' GLASS TYPB 'G2' 1/8'TEMP.GLASS g 5/18'AIR SPACE 1/8'HFAT SIREN'D.GLASS W 090'Interiayer Salex Clear And Color Gkrea w By'Eaetmon Chemical Co.' L h 1/8'HEAT STREN'D.GLASS 3 so r) � oaM � z SILICONE DOW CORNING 899 Z_;1 28 ST.STEEL 3 z n m METAL SPACER 0 a 18 W w� � � o 35 SIUCONE SERIES 600 �� I ALUMINUM OUTSWING ENTRANCE DOOR / SETTING BLOCKS AT INSUL LAM.G1/SS SINGLE (X)AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. + STAND ALONE SINGLE SIDELITE SEE SHEET 3. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. °B LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. PRODUCFREVISED eeeewptyty.tibi tFloral DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION leetdia{ RESISTANCE IS REQUIRED. g, Dow 2 + THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1 I.ALAN H 1► o g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY Cwtro! <m a HURRICANE ZONE(MR). 18Y OR 29Y WOOD BACKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISM,SPACED AS SHOWN ON DETAILS,ANCHORS THESE OODRS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. fir' InvaD EM BEOME14T TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. CLPE i AN 7 S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE y NOT PART OF THIS APPROVAL Sj A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .S 4 2015 drawing no. THAT COME INCLUDING WITH OTHER DISSIMILARMAMATERIALS SHALL SCREWS,METAL INTMEET THE W12-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet of 9 .. .. . . . •• .. . . . . . . . . . . . �U MAX.38 78` 37 3/18'MAX. 11•3/4`MAX. • • • 'Y fRAME VADTH •• •• • • ••• •• •so FRAME WIDTH FPAME WIDTH s i • HEAD SILL0"ORS ••• ••• • •• ••AT STOLE ANDS 12` (4)Al 05`O.C. 12` 12`MAX ` 5`MAX. • S`MAX. 5`MAX. ' 0. HEAD HCA�Rt E A s� WRQ A �„_ [Hr F SJu. ii / •• • • • • • •.� / \ 11 qQlie / / \ LOCK OPTIONS / E LOCK OF110NS „ a / n 81 OR/2 / n 91 OR'2 H U d II (OPTION-2 SHOWN) 11 (DATION 2 SEE SHEER 7.1 SEE SHEET 7. d _ FOR DESCRIPTION FOR DESCRIPTIOlY � m x U 1n $51�� o / Q p rr \\ 11 N 00M ACTIVE ' INACTIVE. I ACTIVE ';Z o3A y� yC�i U Qi SURFACE APPLIED ` m� SURFACE APPLIED mFj SURFACE APPLIED 32 3 4 W FAISE M.— OR 26 15/18' rya FALSE MUNUNS OR7 28 15/18' 28 15/18' Z FALSE MUN17t0.S OR / .1 DECORATIVE GRILL p,l,ppG, m u DECORATIVE CPoLL D.L OPG. DECORATIVE CRILL D.L OPG. iO MAY BE USED MAY BE USED MAY BE USED 37`MAX. 37`MAX. �" LEAF WIDTH LEAF WIDTH f191 N (XX) (0) STAND ALONE SINGLE SIDELTE DOORS TOAD CAPACITY -PSF DOORS LOAD CAPACITY-PSR SEE SHEET 3 FOR CAPACTTYCEI I SINGLE DOORS(X) DOUBLE(XX) DOOR OWL LAMINATED GLASS DOOR DIMS. LAMDOATED GLA93 ►RODIIL f REVIBf9 VA01HE WIDTH I FRAME FRAME HEIGHT _DR.(-) vtI0Tt1 WIDTH HEIF � EXL(+) D1R.(-) roo.PNul{wBe the twra. 39-3/a` 37' Sir 1 70.0 1 75.0 78• Sr 98' 1 70.0 1 75.0 llkro Caaal GLA55 D.L.O. DIMS. a n AHMAD D.L.O. HEIGHT = FRAME HEIGHT- 11.125' E j JA cr& D.L.O. WIDTH (X DOORS) FRAME W113TH - 12.813" FLA PE f 70592 O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 C"' X 1t NOTE: 042015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED AND ON ASTM E1300-09 (3 SEC. GUSTS) Wl2_08 BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 9 .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY-PSF 148'MAX. DESIGN LOAD CAPACITY-PEP SIDEUTES WITH SINGLE OR Q�00 LE�F•DOM • • • •• TESTED FRAME WIDTH STAND ALONE SINGLE SIDELTIES (SEE NOTE BA • • • • •• • HEAD&SILL ANCHORS I • • • • •• AT STILE ENDS 'Z 3 SIDELITE SDEUTE WITHOUT SIDELITE SIDELITE OUT • •WITH • •• • • • CLUSTER OF (4)AT 3'O.C. FRAME FRAME RlWORCING FRAME FRAME HEINFOR • ORCINC Q 1 WIODI HEIGHT WIDTH H06M �• •• 000 • 8' (4)ANCHORS INCHES INCHES EXT.(+) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL MAX* L 24 70.0 75.0 24 70.0 76.0 70A 75.0 5'MAX. 3' A)CS HEAD SBA F HEAD v 30 70.0 75.0 30 70.0 75.0 70.0 75.o C�ERS F A SILL 38 82 70.0 75.0 38 82 70.0 76.0 0.0 7S •• ••• •• �� 37 70.0 75.0 37 70.0 75.0 70.09••756 • • • • - ' o b O _ 42 61.7 68.1 42 81.7 86.1 1. 24 70.0 76A 24 70.0 75.0• 70.4 •75.0 ••• • . / 1 1 \ c • • • •• • II II / 1 I \ �C� 3o 70.0 75.0 30 70.0 75.0 70.0 760 (a�0 jj 36 86 70.0 75.0 36 96 70.0 75.0 70.0 7&0 it II I I pp 37 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 42 613 56.1 81.7 6&1 'I 1 � E I I \\ J S 24 70.0 75.0 24 70.0 7&0 70.0 75A ,I 30 69.9 69.6 30 92 92 699 59.8 70.0 75A 36 64.1 64.1 3s 64.1 64.1 70.0 75A = 37 63.3 63.3 37 83.3 63.3 70.0 75.0 f II I I .� \ / ig 24 83.3 63.3 24 833 63.3 70.0 75.0 o lt 30 579 57.6 30 579 57.8 70.0 75A m 98 9a 36 53.1 53.1 38 53.1 53.1 70.6 75A =----li----- 37 52.4 52.4 37 52.4 52.4 70.0 76.0 REINFORCING \ qDE.SCRlf AS REOD. 11 \ILO,SEE CHART c__�>:____ ___ ___= 1 1 91S11 11 F Lp t7 1 ii G B I \\ on 1 - INACTIVE I I ACTAIE ffi O a C: 39-J/4'MAX.(SIDLE) SURFACE APPLIED ' `� I m I5 M 8�8 0 SINGLE SID WIDTH SDELffE WID1H 78'MAX(DOUBLE) FALSE MUNTINS OR 32 3/4' ` 26 15/18' 28 15/18' v� DOOR FRAME WIDTH DECORATIVE GRILL D.L.OPG. D.L.OPO. D.L.OPO. m $ O MAY BE USED 37' PRODIILTREVISED• n�o•p171n6 Wilk t4 FTor14 FOR EDOORS CAPACITIES SEE SHEET 2. LEAFvnDTlt imAmC.& FOR SIDELITE CAPACRIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 314'MAX.(SINGLE) A-90-No + LOWER VALUES FROM DOOR OR SIDELITE CHART MAX, 76 MAX(DOUBLE) .-MM` (3 WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH , t' (oxxo) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 CUSS O.L.O. DIMS. c O.L.O. HEIGHT(SIDELITE) - FRAME HEIGHT - 11.000' CIO.o D.L.O. WIDTH (SIDELITE) m FRAME WIDTH - 4.438' c Ener.4WD AHMMDCIVIL A T PE 70592 g R NOTE. 8 I GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 A 2015 ji;w g no. AND FLORIDA BUILDING COMMISSION Wl2_08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 . ... ... .. .. . . . .. .. . . . . . . . . . . . PROPERLY SECURED 29Y WOOD BUCK lax TYPICAL ANCHORS EDGE DIST. i WOOD BUCK OR �� W TH BOLT EDGE DIST. SEE ELEVATIONS • •• WOOD STRUCTURE NEPAL PENETRATION FOR SPACING • .��• •a�.. -.. .�:•'.- DIST SEE NOTE SHEET 1 e. .• • ... • EDGE EDGE DIST. STRUCTURE Z a: P m „254. 1 I �� ...• ... . • • • �� p �� p 5� It a /l • QQ 1 I N • • • • • • N h 1 1 • • • • • • • . v p l4 I I 28 2 •• • • • IYRICAI.M OHORS• TYPICAL ANCHORS TYPICAL ANCHORS I 1 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATONS FOR SPACING FOR SPACING FOR SPACING O g jl MWdI-RADE COUNTY APPROVEDCUPPED Ij E 11 SEE SEP!RAIN 1 i gi 89r` GLAZING OPTIONS ' SEE SHEET, 7SEE,IONS CAL ANCHORS r ELEVAT FOR SPACING co to� 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS W n J a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 cI THEM TO THE BUILDING STRUCTURE. m o Z 3z TYPICAL ANCHORS: SEE ELEV.FOR SPACING � 0,p 1/4" OIA. ULTRACON BY 'EI T•.n' (Fu 177 M.Fy=155 KSI) W m� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 10Y BUCKS INTO CONIC. OR MASONRY ftODUCrRBVMED 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) rmmpljI WubvmFhWW 1bowing coh —1/4" MIN. EMBED INTO CONIC, OR MASONRY (JAMBS) N•t�p`p; g p DIRECTLY INTO CONC. OR MASONRY 6�4rw•Duejlq_ IC B 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �y. •L�� 7a 7 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c0`ti°t o I I 014 SMS OR SEF DRILLIM SCREWS (GRADE 2 CRS) O 33 i INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) 2 INTO METAL STRUCTURES o o B S 1 1 STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) a m o 25 I I a ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) DOOR DETAILS tzi (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N J TYPIC.s! EWE DISTANCE En7n JA NIL aTi' n _ INTO CONCRETE AND MASONRY = 2^1/2' MIN. 3sTe2 INTO WOOD STRUCTURE .. 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. 4 N15 a EDGE DIST. TYPICAL ANCHORS 1/Y MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG -0.55 MIN. drawing no. THROW BOLT FOR SPACM CONCRETE AT HEAD,SILL OR JAMBS t'o. 3000 P51 MIN. PENETRA1fON C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm -2000 PSI MIN. sheet 4 of g .. .. . . . .. .. . • • ••• • • • • ••• • 1/4-MAX. 1/4-MAX. 1%t,1j © w OW FLU$S�L2 LAOS • O • o SHIM •• •• AT • ��. • •• �}�• N J • • • • • • • • • •• 1BY TYPICAL ANCHORS • • .WOOD BUCK Z SEE ELEV. 1g AC1lVE.�.Jl • • • • • •. II FOR SPACING LY U*I • • •• • }tji - t 28 13 _ 24 • • TYPICAL ANCHORS o t Q • '•�o.'. SEE ELEV. Gi • • • • • FOR SPACING 0 . . ... cy yy<�eJ 25 EXTERIOR 19 D.L.O. ..•..>•.. IL �PEC 4 37'MAX. LOCK OPTIONS Q Rou LEAF WIDTH (1 OR 02 39 3/4-MAX (0 SH7.OWN) SHEETSINGLE DOOR FRAME WIDTH FOR DESCRIPTION 1/4-MAIL V $ SHIM g 1/4-WX•, O 25 Vl SHRrI •' CONCEALED FLUSH BOLTS . 3 LEVERS AT INSIDE FACE OFSTAE CONCEALED FLUSH BOLTS 28Y WOOD 8 TYPICAL ANCHORS LEVERS AT STILE FACE OR SEE ELEti`•'•' F WOOD FOR SPAGNTi 18 II4ACIYVE LEAF' ALTiVE LEAP NOTE I w 28 1J 28 _ 0.M I 24 QZ�v W ...! pj W o18 28 TYPIC L AMMO SEE RS 19 9 0.1-0. 11 10 DAA. FOR SING LEA,WIDTH LOCK oPTtou a2 EXTERIOR LEAF WIDTH 78-MAX. DOUBLE DOOR FRAME WIDTH $ PRODUCT REVtS6D 2 POINT LOCK ASSEMSLY 4 POINT LOCK AM Y M OMPWM with dw Find" AewapieaNel -060 •I °' INACTIVE LEAP ACTIVE LEAF gtpkoNw MNe Z•o m o o S 28 1�►ad ►1•�•eNCeetK11 N - FLA.PE 170592 N. s' Mm EXTERIOR EL I lot drawing no. _r DOOR DETAIIS Wl2-0S LOCK OPTION{1 ahaat 5 of 9 .. .. . . . .. .. . . . . . . . . . . . . ... y�U TYPICAL ANCHORS � oL SEE ELEVATIONS •• •• •1/4j MAS •• 1/4'MAX N FOR SPACING •• 3 EDGE • • • • .pM•• • : S • SHIM 1BY Z @� .';6'•, ••;•'. ,M.I; :'• • • . • • • • . F WOOD BUCK ••• ••f9PICAL ANCHORS •• F. ._ SEE£LEY. 1G Q 6 .: FOR SPACING �+ ••• • • �P • ••• '{� cy 2 +$'• TYPICAL ANCHORS 0 Q SEE PAC .••:yz FOR SPACING SPACING 0 W. 14 EXTERIOR ° D.LO laillso SEE PTRUCTURE EC SHEET 4 42'AT 88'HT. MAX SINGLE SIDELITE VYIDTH 1�tODUGf BEYISEO U reoaplTkt w8l lL,e Flatfb :� 1. Ago I pyeetNb tS••O L62.13 to gapkdM•P]Ak�i� C� � GLAZING OPTIONS SEE SHEET 1 012 SMS 18 AS RREEQDI 4 1/4'MAX•. AT S'FROM ENDS O SEE SHEET 3 � 3p SHS AND 11'O.O.MAX. x ya 8 8 3 oo is 26 1s p a93 It 24 W u`-i I rf.TYPICAL ANCHD�SEE FCINGFQR SPACINGtoLEAFWIDTHEXTERIOR3B 3/4'(SINGLE) 78'(DOUBLE)SIDp.RE WIDTH MAX DOOR FRAME WIDTH O MAX.UNIT FRAME WIDTH H • & Ergn JAM AHMAD m SCIVIL 22 \m CA tam d•a•• o, TYPICAL ANCHORS S 0e 2O15 W Z—OS EDGE DISE. SEE EIEVATIOl6 FOR SPACING SIDELITE DETAILS shoot B of g .. .. . . . .. .. . . . . . . . . . . . ITBM III PART RSQD. =HFAID/SI-LL MATRRLIL MANP./BUPPIIRR/RBMARXB • • • • 1 Mal - HEAD/SILL 8053-T8 -• 6683-T8 - O2 802 - 3 •E6W - JAMB 8063-TS - • • •• •• 4 4 &BOTTOM FRAME 6083-T6 - 4A E828 - 0ttCM fRAVI£ 8063-T8 Q a� 5 E60s - 910EUTE FRAME JAMB 6063-TB - a 78 6 EGGS - SDEUTE SLIP ON JAMB 8083-T6 - E807 - LTOP&BOTTOM RAIL 8083-TB 111... • • • • • • • EAF y r - • ••• • • • • •VA • E825 - LEAF 9'BOLTON RAIL 6083-76 - • • • • • •• 8 E605 - LEAF W'STRP ADAPTER SO&3-T6 - ••• • • ••• • • ••9• •• E609 - LEAF MOE SOLE 6063-76 Q <C 10 E610 - LEAF LOCK STILE 8063-TB - AST 11 E611 - LRAGAL STILE 6063-TB - O EAF 12 E612 - LEAF ALIGNMENT BRACKET 8083-T8 - Z 13 E613 - LEAF CLAMP 6063-TS 4-1/4'LONG Q ;Q 13A E813 - HINGE BACK-UP PLATE 8063-TS 12"LONG I:3i 14 E614 - OWING BEAD(S/16'LAM.GLASS) 6063-TB - —� 14A E109 GLAZING BEAD(7/16'LAM.GLASS) 6083-T8 - 1s E615 - GLAZING BEAD(INSB.GLASS) 6063-TS - JU 18 E616 - SNAP COVER 6063-T6 - J 17 E613 BOLT SUPPORT - 6063-T8 NOT SHOWN 18 - AS READ. SDELITE MULLION REINFORCING 6083-TB 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. w 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 �FBR914SS - CONCEALED FLUSH BOLT ROD S1'STEEL SULLIVAN&ASS00. 22 /12 SMS AS REDD. FRAME ASSEMBLY S:2" -23 a12 X 3/4' - HINGE INSTALIATKONnH SMS �.j24 - - 3/8"DIA THREADED - Z25 W11323 - PILE WSTRIPPMO ULTRAFAB 3Z26 E20818-KN-3020 - BULB W'sTRIPPINI EPOM 27 E206 - GWING BEAD BULB ULTRAFAB 0d 28 - - GLASS SPACER FRANK LOWE RUBBER CO. �+ W�B 29 E822 - FLUSH BOLT CUP NYLON - Gi 30 DL01RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE NTERLOCK �� 31 DLO1W8 - WHITE BOLT SUPPORT BLOCK 1pommUENE I ACME PLASTIC @ 33 010 X 3/4' 2/ADAPTER FH 1 SELF DRILLING SCREWS - - 34 - 2/LITE SETDNG BLOCK, 1/4"X 1/2'X 4'LONO I EPOM IAY 6'FROM EACH END,WROMETER 80*5 35 - 1 2/LITE ISETTINC BLOCK. 1/4'X 3/4'X 4"LONG I EPDM IAT 8'FROM EACH END,WRQM£fER 86t5 o�O _l � SEALANTS• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. SO ' >3E AfteptoKeNa -o .bomescaft ( mg<mu Ergn JACAD AHMAD �1/ad lMM n�etCrtrd ^I. ,1 3 1 FLA PE J 70692 g n aw 3538 � L $Sd drawing no. EP 4 2010 W12-08 sheet 7 of g .. .. . . . .. .. . LOCKS; OPEON_JIN •• .aPITONAl OL • • • .• • N AM LEAF: • 0.: • • ••• z 4 POINT LOCK ASSEMBLY DL01-8007 BY'INTERLOCK USA INC.' SONVENTIONRL DDDR LOMMU WITH•HAN W • Qk _ (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE • • •VERA 890 8'P'KWISIPT' L0CAWWA9039-lAe FROM BOTTOM 1/2'DIA.THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON 6 g AND(1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM p THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS CO ED TS``BY'SS+,UUNAyAN��^,&•�ASSOC.' U INAK HANDLE CTIVE AT 42-1/2'FROM BOTTOM •'•1/�YPQpE�TEd�RS�t�QUNTED AT HEAD FACE D SILL TTGOuuI 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' •LOSATEN ATP 10.5%�4FROM jTCTP AND OM 1/2'DLA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME •LO:K PASTBNEDPT0 WM WITH(2)88-39 X 1/2'FH MS C HEAD AND FRAME SILL •• • • • • • 000 •• 0' THROW BOLTS ATTACHED TO LOCK 8V 3/B'CONNECTING RODS INACTIVE Lcec: 0 0.a D LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC: C 1/2-X 2-THROW BOLTS ENGAGING FRAME AT HEAD AND SILL 3 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 1G-5/8'FROM TOP AND BOTTOM �g� LOCK FASTENED TO STILE WITH(2) 88-32 X 1/2-FH MS g F3 �j'1 i �� i i j • �� • j � I II Oo�� PIT0DUC f REVISED Z 3 _ \ i \ i i / \ \ / r•aapyleawh►MeFTerN► � 3 z \\ i \\ i i // \\ \\ / No 1 La3•I; O v I I I ACW I PIACTME I Af:1NE ACME INACTNE ACTNE K O Co.hd o n n ,m o Mnpp. C<m u j N 3-1/2'X 7-5/8-X.12Y THK.EXTRUDED ALUM HINGE E,*n JAVAD AHMAD �+ ,1 60 PART BFD-107 BY SULLNAN&ASSOC. FIA. Cull. In 3 3 HINGES PER LEAF CA.. b BOTTOM HINGE AT 10-1/4'FROM BOTTOM TOP HINGE AT CENTER HINGE AT MID4-FROM" DSPAN((38'O.C.MAX) •E,P O`r drawing no. HINGES FASTENED WITH 810 X 1'FH SMS (5)SCREWS AT HINGE STILE W1 Z—O8 (8)SCREWS AT FRAME JAMB ahea17,1ot 9 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• ��a000 t.7so 078 I • •: • •• "'�• .579• •• 1 [-.394 1 .130 o g�_f-6'� • A03• .045 .60%• .050 .803 045 Z ax T LIES-J • O .078 . . ... . . . . • - 4.031 4.750 1.047 1.047 1.172 O 2.082 �` • �• o ••• t4 C `� GLAZING BEAD t5 GLAZING BEAD •• :L • • • •• • 7/1s•GIISs wsu4 OvsS o a t DOOR FRAME HEAD/SILL n �4.600� 1.507 • • • • • �• •• O Q I] 7 LEAF TOP/BOTTOM RAIL 0 4�8 1.625 4.719 IL z Ala .078 a ` 3.719 Q 4.781 O .078 1.750 q 7 � 8.250 � $ 7.837 L .312 4.000 9 LEAF HINGE STILE 082 fROAtICP811li�t► `W' r amt>I�W with the F'twrlda 7.507 5.344 bodbsNe tr.p�es.l3 w 1.750 a,�� a LEAF W'STRIP ADAPTER arrw9.u-3,{x.}19 m 4 n 11 SSIIDEUTE TOP & BOTiOM FRAME o9a .aaa 11 = Z c� 2.061 1.750 i_ 7 .3tz �'j0 1.7.54 � 3 � 3z r.079 Lm= lf .076 7A 9" BOTTOM RAIL t sea O I� t2 W rn8 1.812 tc LEAF LOCK STILE ts07-1 LEAF ALIGNMENT BRACKET -.750t- 281 2 FRAME COVER 5.344 F--.88L �� .375 607 1.762.e, 3.719 3.�7a, ,078 .15 .125 ,050 797 1. .078 1 74 am gC gC gC tt t3 LEAF CLAMP L= is SNAP COVER LEAF ASTRAGAL STILE 9 00o HINGE BACK-UP PLATE o • LLe 9.291 0•'i p�lsoo�{ 1500{ 1.250 t--� ie 8 I b�ij •625 ^j •719 •710 SIDELITE MULLION REINFORCING <m .078 Er V.AVAOCUL Atltaao 1 4AW 4.000 4.188 SCAN.3538 2 1.078-- 2.097 I 8 1.30Ll 11 -t7 O .078 S� Z�}� draring no. +� W7 2-OS 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB sheet g of 9 . OV . ... .. .. . . . .. .. . • • ••• • • • • ••• • . . •• o see 000 0 09 0:0 00 �" • •.. . . • . ..� . i J U DOOR FRAME CORNER "ogg SIDELRE FRAME CORNER SIDEL E MULLION CLIP ON JAMB CORNER o O o_rMi y Z12 0 y� g 0 PRODtcr8 MED s +rut1llWvbfW Not _ �s noomictow C S 6? d Iti-\ Ily I o 0 04 Engr.JAVAD AHW FlA M/ s 2015 drawing no. W12-08 LEAF CORNER sheat 9 of 9 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to :perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may •�•; rtxmediatel)sremake, modify, or suspend the use of such product or material within their jurisdiction. RER • ."seM the right oto revoke this acceptance, if it is determined by Miami-Dade County Product Control Section thatthis product or material fails to meet the requirements of the applicable building code. 'Mis produdt'iSvlproved as described herein, and has been designed to comply with the Florida Building includlNgth-b High Velocity Hurricane Zone. ..... .. . ...... ••:•• J)UCRIPT�: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. •*WROV W 06CUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sbEtt9't through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq • •rCorveratiort,'1r1W and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control ••• eRevision Ame Frith the Notice of Acceptance number and expiration date by the Miami-Dade County •;lto yct 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of'this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user: by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.12 MIAMI•DADE COUNT!' ) Expiration Date: April 08,2019 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •• 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 • Ajgng with marked-up drawings and installation diagram of an aluminum single hung sees.. • •; '.window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. """ • • ; •FTS.,-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. so a "'(TOmitted under NOA No. 14-0317.02) sees.. . .. 06090:00 2. ::..jjjt reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 00080 66660 0 0 0 e 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 • 3)Water Resistance Test,per FBC,TAS 202-94 . . sees sees sees.. • •••••• 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 .•ecce • • *:Go*:: "'Udng with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 0:0000 e •.•afigninum single hung window, prepared by Hurricane Engineering & Testing Inc. ••e Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. • s Font,P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 106-1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) MaypreTNPcz,P.E. Product Co ro xaminer NOA No.15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI.08.2170, dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D.:•• QU4LJ4�y ASSURANCE I. ' MiB.mi-Dade Department of Regulatory and Economic Resources(RER) ...... . . . . •' E.' MATERIAL CERTIFICATIONS ••••• •• %•• 1. • X01ice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their ..... .. . ..... .... ..Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. . . .... .... F.. STATFWNTS •;•••• ••, •; 1. ..:gtaatement letter of conformance,complying with FBC-5th Edition(2014),and of no • jiinpncial interest,dated March 17,2015,issued by Al-Farooq Corporation, signed and •"" •••..: ' sedled by Javad Ahmad,P.E. • 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted tinder previous NOA No.14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI.08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09.0224.07) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Contr6tExffinincr NOA No.13:0406.12 Expiration Date: April 08,2019 Approval Date: Judy 02,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... ' s3 ,/B• s3 ,/B• 4.V • • •• WINDOW WIDTH • • • • • • • • •• 47 3 B Z 047 3/56 • • •• • • • /• Q • • • • • D.L.O.(FIX.UTE) 6•MAX. gb 2'MAX jE) • •• ••• • 6"MA,L ,Z•wuc. Cgi - HEAD A HEAD m E CORNERS (A-) m C $ CORNERS 3 • • • • a•• ••• •• 3 d • • • V• a •• • • • o • • •• • • (.��i - !�• • I • II I • II• • • • •••• ••• Ir It it �zy )f II �T II Q SWEEP LATCHES-1/2' .0 -N/Z FA2ENDS aLL;1p It II0 6QC� II B oo 11 II TYR its a a I 11 11 J II_ 11 vi W I. j m S i 3,p M NO ANCHORS AT SILL NO ANCHORS AT SRL M n FALSE HUNTINS 19 0 FALSE MUNTINS Z (SURFACE APPLIED) (SURFACE APPLIED) _ OPTll]NAL 47 3/6• IIPTIOMAL 47 3/6' 0 3 z y D.L.O.(VENT) D.LO.(VENT) 50 3/16• SPRING AT IN FROL LOADED LATCHES 50 3/18' 0 VENT WIDTH OPTIONAL TO VENT WIDTH S W oil ECO—GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WIND0T4 EQUAL LITES TMP. UNEQUAL LITES (ORIEL TYPE) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS 3 CHARTS SHOWN ON SHEETS 2. TESTED UNITS o < APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER ° S WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING c a MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. ms u LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m K <d REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m p HURRICANE ZONE(HVHZ). p WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. yy@@ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, er 4WADCNI� LN 5 e �,PE 19 7OW2 S ANC14ORNG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. NOT PART OF THIS APPROVAL HROIN)CTItEIV(SED CAN. 7h A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Y wA+�F0" o ALL SHIMS TO BE HIGH IMPACT,NON-METALLIC AND NON-COMPRESSIBLE. AcOePwloelb1S V ,-2 S 20 5 drawl ng no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE WO9—OS REQUIREMENTS OF THE FLORIDA BUILDING CODE. M I)adeProdagCoatro sheet 1 mf 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . EQUAL LITES WINDOWS 1Y UNEQUAL LITES WINDOWS WIDTH �v DESIGN LOAD CAPACITY- PSP • DjwpGN L4tD CAPACI -PS o CLASS TYPES • • • • 6LA58 1fI6 •GLASS TYPES m FLANGE DIMS. I A', 'B' &'C' •nAA1IGE LbDq. • •A' • ••'B' &•C' Z YAGT11 I HEIGHT I EXT.(+) INT.(-) •111DTH jlEI* (+) I -) -.:+) INT.(-) 19-1/8" 7&0 90.0 j • • ft /a• • -75.0 •290 05.0 90.0 1" R 24' 75.0 90.0 24• 75.0 80.0 75.0 90.0 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 Ed 32 P8' 75.0 90.0 • 62'• 545/8' 75.0 0.0 75.0 80.0 37' (3) 75.0 90.0 • �• • '•• • (all L 16'0• 90.0 75.0 80.0 0 Ir. O rr V 40' 75.0 90.0 = - 0.0'• • • 5.0 90.0 75.0 90.0 0. 3 a 4S• 75.0 90.0 •• �e'• • • P&O- 90.0 •75.0 90.0 0 53-1/8• 75.0 90.0 53-1/8, • 0 90.0 75.0 90.0 = Q Q 19-1/s' 75.0 90.0 ., 19-1/9• 75.0 _90.0 75.0 90.0 24' 7&0 90.0 /' 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 0 VVV LL G�1 ygf 32' 38-3/8• 75.0 90.0 32' 83' 75.0 90.0 75.0 90.0 z .I oO Wely3 g o 37• (4) 75.0 80.0 37' (6) 75.0 90.0 75.0 90.0 Q f 40• 75.0 90.0 40' 75.0 90.0 75.0 00.0 49' 75.0 90.0 EQUAL LITES 48• - - 75.0 90.0~ Fa UNEQUAL LITES (ORIEL TYPE) a 53-1/8' 75.0 90.0 53-1/8' - - 75.0 90.0 y J 19-1/8' 75.0 90.0 19-1/8' 75.0 90.0__7&0 90.0 J 24' 75.0 90.0 24' 75.0 90.0 75.0 90.0 V1 28-1/2' 75.0 90.0_ 0i 26-1/2' 75.0 90.0 75.0 90.0 32" 50-5/8' 7SA 90.0 32' 78' 75.0 80.0 75.0 90.0 vi W 37' (5) 75.0 90.0 3Y (7) - - 75.0 90.0 Z Fa 40' 75.0 90.0 a. 40• - - 75.0 90.0 CI 48' 754 90.0 48' - - 75.0 90.0 Z 53-1/8" 750 90.0 53-1/8' - - 75.0 90.0 s 0 O N)la la 19-1/8- 75.0 90.0 0`-, 2a• 75.G 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z$I 26-1/2' 75.0 90.0 o EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. �+2i 32' 83' 75.0 90.0 z O`r 37• (6) 75A 90.0 O 40' A 1/8•HEAT STREN'D.GLASS 8 (.5 0.5 75.0 80 487 75.0 90.0 Z 5/16'AIR SPACE PROD=a dtel7oride O 53-1/8 754 90.0 1/8•HEAT STREN'D.GLASS BOD4r= %=19-1/8' 75,0 gD.D N 1/8'HEAT STREPL'D.GLASS 3/16'HEAT STREN'D.GLASS Aundbla 0N75A 90A 090•Interlayer 090"Interlayer upo090"Ir autoolt 9 DuPont Butacite PYS DuPont ButocIte PVB DuPont Butoeite PVB H a £ 26-1/2• 75.0 90.0 By'Kuroray Amerlco.Inc.' By'Kuroroy America.Inc.' By Vurorcy America. Inc. opf pDr 32" 78• 75A 90A S g a. 1/8'HEAT STREN'p.GLASS 3/16'HEAT STR£N'D..GLASS i/8'HEAT STREN'D.GLASS S 37' (7) 75.0 90.0 z m g 40' 75A 90.0 O SILICONE L� SILICONE SILICONE 999 48' 75.0 90.0 z Z DOW 899 i h3 DOW 899 j DOW 899 53-1/B' 75.0 90.0 s s m 16 16 h b m 18 21 i _ m i m 1� it m 13 m `d' ob`SB� p I i SETTING BLOCKS AT 0 LAM.CLASS AND INSUL LAN.GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS gy 8 21 BA 21 as 21 Engn dAVAO AHNAO11 a4 el AT 1/4 POINTS ON LITES AT 1/4 POM ON LITES AT 1/4 POINTS FlA PC II 70.492 S' 13 WIDER THAN 38.ONLY 13 WIDER THAN 36'ONLY 24 13 ALL SIZES GL,SS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' ° NOTE' drowio GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS X015 BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09_08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCADS-DEC-219 Sheet 20f 6 • ... . ... .. .. . . .. .. . . . . . . . . . . . ••• . . . ... . . . . ... r 7YPIC&ANCHORS W000 BUCK I SEE ELEV.FOR SPACING ` 1BY I SEE ELEV. FOR SPACING TYPICAL ANCHORS ,tau 18 .' a..i • e n .^ e d°EDGEO+IaT.; ��+•'.' STR •• ••• •••• IdL•C10N& A•PP• E MEM UONONCHORSa RE �� EDGE DISTEDGE DIS. U•UL• • • ••• • Z02 JS •• • g$y, 8 9 • • • • •r&IV •• • • •TYTYPICAL ANCHORS O e r--,� SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING I�z dm J I 1 ab.7� F a O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �I J AND TRANSFER THEM TO THE BUILDING STRUCTURE. J 12 BOTTDOMM tATCH TYPICAL ANCHORS: SEE ELEV.FOR SPACING vi 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) F. t 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �`O 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) $ n m a THRU 10Y BUCKS INTO CONIC. OR MASONRY L_9 0 o M $ F*T to 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z�4 �iFWCC i 18 21 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 Z 1 ' DIRECTLY INTO CONC. OR MASONRY 0"t-j { 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I U XPi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) cINTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) INTO METAL STRUCTURES 11 STEEL : 1/8' GA. MIN. (Fy = 36 KSI MIN.) e 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o $ (STEEL IN CONTACT WffH ALUMINUM TO BE PLATED OR PAINTED) • 'e TYPICAL EDGE DISTANCE 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. 1 INTO WOOD STRUCTURE = 1" MIN. ld O15 i 1e INTO METAL STRUCTURE = 3/4' MIN. o m C mom a (Z2 11u1 WOOD AT HEAD,SILL OR JAMBS SG-0.95 MIN. y CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN.moolliCTIREVISc<m u m++ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Vm m 2000 PSI MIN. >4 ,mmmpTywDh theme YlpldY,/ Engr..bNAD AHMPO •1 OgBd188Cgdo "OT06 �f CML I FLA.PE 35i 70387 a+ .N. 30, A r�Z CAy� ` < $ \ SEALA a15 drawing no. P q' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 .'. JOINT SEALER. sheat Sof 8 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• (, p ' ITEM/ PART/ REQD. DESCRIMON MATRIUAL MANY./SUPPIM/REMARKS 1 FYIOj 1 FR&E HEAD 6083-T6 - 1� •a 2•• FY•15• • • MRNAE SOL 6063-76 - 3 • FY • • FR&E J41EP 6063-TG - • 4 • FYIN• 4 FDR MT(O ROIL 6083-T8 - 5 FY705 1 VENT TOP PIL 6083-TB - Q L 6 FY114 1 VENT BOTTOM RAD. 8063-176 - aO 0 7 FY107 2 VENT SIDE PAIL 6083-78 - 7� • 8 •FY s • SRODi (5/18'IAM.CLASS) 6083-TS ••FY 9• •AS�tOD! GIAZIN&BEAD(7/18'LAM.CLASS) 6063-TB COUNTY 89 •FY610• •ASrtOH)♦ GLAZING jEAD(INSUL LAM.GLASS) 6083-T6 _ �y�y�pX iFBi MAPPROVED MULLION 9 FY71 &,PdTOP 6063-75 - p i SEE SEPARATE NOA TYPICAL ANCHORS Q 4 SEE ELEV.FOR SPACING 11 FYI 13 2/VENT SPRING LOADED LATCH,AT 7-FROM ENDS 6063-T6 11A - 1/LATCH LATCH SPRING ST.STEEL - LL 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2'FROM ENDS IAMAK SULLIVAN&ASSOC. 12A #8 X 5/8' 2/LATCH LATCH OUST.SCREWS ST.STEEL FH SMS �W 13 - AS RECO. SETMNG BLOCK EPOM DUROMETER 8035 SHORE A --- -- - -- 14 O6% 1' AS RECD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS _ - - 14A 08 X 3/8' 2/VENT BOTTOM RAD.ASSEMBLY SCREWS CRS PH SMS J J N 15 E207 AS RECD. 80110M RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB `� J - - - -_- - _ _ 16 E203 AS RECD. GLAZING BEAD 8ULR SANTOPRENE ULTRAFAB - - -- --- - _ 18 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB - - - 19 FYI 17 4/VENT SASH GLIDE CELCON M&M PLASTICS N W 1" e6 X 3/8• 1/GUIDE SASH GUIDE INET.SCREW _ CRS OH SMS TYPE 8 W WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI o a1 20A #8 X 5/8' 1/BALANCE BALANCE INST.SCREW - P FH SMS I �;W;; 21 AS RECD. CLASS SPACER SILICONE FRANK LOWE I3 O O_M m 22 - 1 5/16'BOX SCREEN - OPTIONAL _ Z 3 23 FY120 - FLUSH FRAME ADAPTER 6063-TB OPTIONAL 3• TYPICAL ANCHORS 24 - - LNSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL O d.f SEE ELEV. FOR SPACING Y V 8 O $ Lal m s 1/4'MAX. O 1/4'MAX. VENT WIDTH SHIMS IS, 1/4'MAX. SHIMwooD SHIM METAL 1 lI STRUCTURE a� 18 7 20 'tS v.v 7YPLCOA.ANCHORS ° g SEE ELEV, TYPICAL.ANCHORS d S 1 2' __ _ _ _ _ _ _________ I °. FOR SPACING SEE ELEV. _ _ __ _ _ _ FOR SPACING a gma�ad .. CO w SCREEN OPTIONAL-------- .MASONRY S o g o g a R <munu, to EXTERIOR {1 S 3 EnANVAD AHMAD a p FLA.PES 70582 g D.L OPG. .:a CAN. , WINDOW WIDTH3to -a momlPlyhlgwl4 We is 15 gW09-0Mi aft C .. .. . . . .. .. . • • ••• • • • • ••• TYPICAL ANCHORS �� W • MCE GIST. SEE ELEV.FOR SPACING � q TYPICAL ANCHORS MET" •t • t � �dl M��C Z � 3$ SEE ELEV.FOR SPACING STRUCTURE SEfJA$A EDGE 01ST. • • • Sf£ TE NOA• • • 0 a ' ••• ••• EC/E•OIST. ••• • 1 .-s 0 < 68 00* ALT. TY 1•• • • • • • • •• n aq� S��ga Al SEE ELEV.ICAL FOR SPACING a.11 � J J m Jy NQS N ixv 4 to r m 3 mM OoMm 1/4r MAX. Q �iggqS Z 3 SHIMS ALT. O r TYPICAL ANCHORS SEE 10". FOR SPACING - w O 4 •t1A'-C. : 0 S MASONRY♦d g i a ti em c m �{ 0 i m u u m ALT. o INSTALLATION DLTAILS WITH FLASH FRAME ADAPTER EM,JAvAG OOMCra '' $ FLA.PE taS3 S C ai C.A.M. � $ :MODUCTIMVISM �,omavbc dmPbtids g 5 Building •r• o' 'neo 011' .. Browing no. 1015 W09-08 No Ptodn• sheet 5 of 6 . •.• ... . . . 9.9 .. • .• 0909 • 9 . . . . • . . . • • 0909• • • • • w•• �z 7so o , FLLA82 • • . . . , ro 1 • . . . . . • z 1.988 .750 • • • • .. . fo . p`2 y 613 2.750 .078 .062 • • • • • • • ,4 0909. 9090 • • •0 �{ 2912 1.140 1 o O FRAME HEAD ••• • •• • i u I • • • j v 1.262- 2.061--d •• • o 2.874 • • • • Cw A A .162 -T 2.t88 O FRAME JAMB "� I ; 1.375 .519 -394-1I 1.130 Z Y1 9 ,.001L .045 •� .050 903 .045 903 �W 7.422 Q FlX. MEETING RAIL O ® tA47 BB �JJj � 1 X40 GLAZING BEADS v J 1.434 N 7.250 .062 r=il W 2.083 1.067 08 1140 14 i1 • �1 m tfl 1.140 .621 ® VENT TOP RAIL 0 VENT SIDE RAIL 3 z 2.027 0't 1.247- 2.- .247 i� W 062 2.773 1.445 1.929 1.750 1'� .076 v s � L283- VENTm 112 © VENT'BOTTOM RAIL tt SPRING LOADED LATCH CORNER DETAIL 2.974 � w sosaa g<m�4w f.02 02Enor MMAD S 2.BB8� FRAME CORNERS CORNERS DET�L ftn.PCML 062 PRODUCT RBYISBD C.Q.N. 70592 s 7- .769 B .49 .874 S00 vlMlaglyCode 9ro s Florida #� ,�� - b L1 AoDuo ZO 201 drmring no. F�-2.750 2.81 BY W09-t1V8 Q FRAME SILL IQ FLUSH FRAME ADAPTER Isheet Bof 8 M IAM I.DADE MIAbII--DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTIVIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$9Q NOTICE OF ACCEPTANCE (NOA) M3 .y.miam1drde.goy/economy Eco Windaw Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion--L.M.I.. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 :hrd4gh 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq :***a: CStroration,:sighbd and sealed by Javad Ahmad,P. E., bearing the Miami—Dade County Product Control • •SSM'%eau Approval :tamp with the Notice of Acceptance number and Approval date by the Miami—Dade •• �qunty Prod'ucl Control Section. •:•••• IMSILE INWACT RATI NG:Large and Small Missile Impact Resistant VABMING?114ch unit shall bear a permanent label with the manufacturer's name or logo, city, state, ••••• •series;and foTON"I 0g statement: "Miami—Dade County Product Control Approved",unless otherwise noted . . •••t 0000 :*see: herein. 0000.. 0:0000 •REN£WAly44is NOA shall be considered after a renewal application has been filed and there has been 00 •• uta change ir;tlkera Wlicable building code negatively affecting the performance of this product. 000000 •T&Rk1NA1g1Olwof this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages R--1 and Ur•-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - NOA No.14-0529.16 MIAMFDAUE COUNTY ��;' .� � Expiration Date: October 23,2019 ' t 6�s t Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 082192D and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. ••••; 4. g'es:reports on: 1) Air Infiltration Test,per FBC,TAS 20294 0000.0 2) Uniform Static Air Pressure Test,Loading per FBC,TAS2.02-94 • *00090 3) Water Resistance Test,per FBC,TAS 202-94 "°•" "•' •' •' 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 • algng with marked up drawings and installation diagram of a clipped aluminum •see*• •.juutlion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test :00.00: ..j4port No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, ..6... . ..op.OE. 0.060. .6 660666 ••666 E;•••;CALL�ULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Ai Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None, r Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--1 • Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5" Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning,Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08-2192A, 2192A, HETI. 08 2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. • • 0000 • •• 0000•• • • • 0000•• 0000•• • • • • • • 0000•• • '0000•• 0000 •• •• 0000• •• • 0000•• 00000 6.6• 0000 • • • G • • 0000 Goes 0000•• :00000 • 0 0.00• • 966.0• G • 0066•• • 9 • 606.09 • • • 66.90• Jaime D.Gascon—,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 0 Z • . • • • • 1V • u^� Su 11, T----TTf�T------T- _ ••• ••• • •• ••• U • Itl _____� I 1 11 I j L (e FQ4 5 ____Jam--- •• • • • •• • • •• F `4y • • • • • • • +Opp • 0 tl 111 ---- I� I,1 II '�_ TYPICAL < • ••• • • • • • • !S Z1 JII =_] w-I 1_v=- j�GLAZING PRODUCT • • • • • •• • • If It __� II p t j�1Tp Og �I II ,.DI;Do 0 WINDOW FRAME 1 .lig___i i i.R11ij 2 6.000 6 0 3.000 4.000 U r� TA TUBULAR SHAPES Z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY-6063-T6 AND CAN BE USED WITH ALL MLAMI-DARE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MUWONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °n° USING MULLION PROPERTIES ONLY (HORIZONTAL OR VERTICAL ~ 30 oM NOTES• SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 13- rel Z _ Bi THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Z REQUIT"ENIS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY }}}y HURRICANE ZONE(HVH2). J O d'Q" ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE Q W�g APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD.WATER JL INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS LTC. O WOOD BUCKS BY OTHERS,MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAIM EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALL COVERING(STUCCO.TOE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS o ARE NOT PART OF THS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c MAERWS INCLUDING BUT NOT LIMBED TO STEEL/MEDLL SWIEWS,THAT COME INTO o CONTACT WITH OTHER USAMIAR MATERIALS SHALL MEET THE REQUWAKM5 OF THE FLORIDA BLDG.CODE. INSTRUCTIONS, • USE CHARTS AND GRAPHS AS FOLLOWS. 'N o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 o c FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS + MEETING ABOVE LOAD REQUIHEMFJNTS. 4WD AI4MAO STEP 3USEPSC SECTION TO MULLION AS PER PRODUCT �±s� USING CHRIS ON SHEET 3 SELECT MULLION SIZE WITH APP day oomPtY�B ttke CAN, ;:IE!'4 DESIGN RATING MORE TWIN DESIGN LOAD SPECIFlED Hta R.H'a -� ON STEP 1 ABOVE. FTm USING ANCHOR TYPES ON SHEENS 5 7HRU 8 AND ANCHOR CHARTS �/ ^ p STEP 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RAT010 115 Ir t'p rct r i� ' 1 [ �`;J 2V drawing no. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP, ABOVE. M14-01 Fly-- , J. Sheet t or s . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . . 0060 • . . ... . . 1.000 r .125 1.000 2.000— 125 —2.000— �2.000 4_[.230 4.0 Z75 , .378 �J 1.000 • • • • • • • z % 1 —�125 .125 .375 • • •• • • Z F -3 .125 .125 4.000 .125 4.000 _ 4.000 3.000 3,00p .125 • • • • • •.• • Q;O a • • • • • • • n ••• • • •• 6.000 8.000 • • • • • a7s • • •• . a25 250Lu LU 00 a IY- .9502 00\4 IX 2.0374 00\4 It- 1.538 W\4 IR-3.1878 00\4 IX- 2.9762 19\4 z a1 SX- .5335 W\3 SX 1.0187 00\3 SX- 1.0254 00\3 SX 1.5939 W\3 SX- 1.4881 00\3 r all 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD, MUWON CUSTOM MULLION CUSTOM MULLION STD. MULLION 6053-TB 6063-T6 6063-T6 6063-75 6083-76 V ffi-8.2757 00\4 IX- 15.2031 00\4 Z SX-2.7586 W\3 SX-5.0677 W\3 j U1 2 X 6 2 X 6 STD. MULLION FIEAVY MUWON 0063-TB 6083-T6 W °- OT n ~ 0_OM a� M Z Z � 3a 0.t U^L W rn� O 1.718 I 125 2.125 126 2.125 /fpg� naoomplpMg»i81 Bx c .125 00 ' I IYP. 2.0 �I I I�-----5.5005.500 NOTCH G o F--2000--i 0 W NOTCH NOTCH ` OPTIONAL 1J2. OPTIOluL 1/2' MIN. MIN. a Fryr: CIVIL"M�s d FIA.PE1/2' /7.382 4> 1//2N' CAN, jj MR drawing no. ANGLE CUP MULLION CUP MUWLION CP `! M14-01 8063-TB 8063-T8 8063-T6 tJ shBCt 2 9 . . ... . . . ... .. .. % .. . . . . . . . . . . .•. . DESIGN IABD CAPACITY - PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) t� �/ i WINDOW DIMS. I.X8 1 X4 1 X3 1X4 2X4 2X6 2X6 WINDOW Dom• 1 3 1R4 1X3 184 gX4 280 2X8 WINDOW DIMS. 1X3 1 X4 1X3 1X4 2X4 2X6 2X8 �7� o WIDTH(M NULL SPAN �• STD. CUSTOM CUSTOM STD. STD. HEAVY yy� (W) SpgN 8!D CvsTo cusroAt STD. STD. HEAVY µ401t{(Yn FdULL 9,,w sTD. sTD. CVS'roM CUSTOM STD. STD, HEAVY d 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19Jf/a' • • 4'4.0 420A 4204 1200• 120.0 120.0 120.0 19-1/8' - - - 59.3 553 120.0 120.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 2871/2• J 11 87.1 120 20.0 120.0 120.0 26-1/2' - - - 42A 392 111.0 120.0 t�� 0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120A •gyp. .. 4P.5 401.9 76A•.120.0• 120.0 120.0 120.0 30' - - - 37.8 353 9&1 120.0 ^ ' 37' 120.0 120.0 120.0 120.0 120.0 12&0 120.0 37' 385 82.8 82.4 120.0 120.0 120.0 120.0 37' - - - 30.6 2a.8 795 120.0 42' 120.0 120.0 120.0 120.0 _ 120.0 120.0 120.0 42' 335 725 554 1139 10&4 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 4 48' 38-31W 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74.1/4 2 7 7 93.1 120.0 120.0 48• 120' - - - 23.6 222 613 112.8 QQ�• LL 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 540 • • 426.41 .58.0 .42.7 098.8 82.7 120.0 120.0 54" - - - 21.0 - 545 100.1 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60'• • 5. b 74.4 120.0 120.0 60' - - - - - 49.0 90.1 G n SB' 112b 120.0 120.0 120.0 120.0 120.0 12DA 63' 0 . 421.0 •48.0 035.0 722 87.7 120.0 12MO 88' - - - - - 44.8 819 cy T2' 1032 120.0 120.0 120.0 120.0 120.0 120.0 M4• • • _ 4 �.9 820 120.0 120.0 72' - - - - - 40A 75.1 (j Cab 19-1/8' 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 19-1/e' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 44.5 41.6 115.6 120.0 0 W g� ce 26-1/2' 120.0 120.0 120.0 120.0 122].0 120.0 120.0 26-1/2' 372 79.7 602 120.0 118.4 120.0 120.0 28-1/2' - - 321 302 83.4 12MG J0' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 1102 1025 120.0 120.0 30' - - - 28.4 281 73.7 1204 1 4L2 37' 120.0 120.0 120.0 120.0 120.0 120.0 12D.0 37' 2&8 57.1 43.1 893 83.4 120.0 120.0 37" - - - 23.0 215 59.8 109.8 Q 7M 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 4Z' 23.4 50.3 382 7&7 735 120.0 120.0 42' - - 203 - 52.6 98.7 eeelllAj 48' 42• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 205 44.0 332 S&S 643 120.0 120.0 48' 132' - - - - - 46.1 84.8 O 54' 1145 12&0 120.0 120.0 120.0 120.0 120.0 fi4' - 39.1 295 312 57.1 120.0 120.0 54" - - - - - 402 75.2 U 80' 1033 120.0 120.0 120.0 120.0 120.0 120.0 80' - 312 26.6 55.1 51.4 112.6 120.0 60' - - - - - 385 67.7 83' 942 12&0 120M 120.0 120.0 120.0 120.0 83' - 322 24.2 50.1 46.7 102.4 120.0 Ss' - - - - 334 615 Z 72• 8&i 120.0 120.0 120.0 120.0 120.0 120.0 72' - 293 22.1 45.9 425 935 120.0 72' - - - - - 303 5&4 � Vl 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 345 742 55.8 1155 108.1 120.0 120.0 19-1/8' - - - 343 322 89.0 120.0 28-//2' 120M 120.0 120.0 120.0 120.0 120.0 120.0 26-1/Y 242 53.4 403 835 782 120.0 120.0 26-1/2' - - - 245 23.1 643 11&O 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 3&6 735 SBA 120.0 120.0 30' - - - 212 20.4 585 1043 L 37' 1153 120.0 120A 120.0 120.0 12MG 120.0 37' - 38.2 289 59.8 50.9 120.0 120.0 37' - - - - 46.0 84.5 j 4Z' 101.9 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 2&4 52.7 492 120.0 120.0 42' - - - - - 405 745 1- 3. M 48' S0-S/8" �.9 120.0 120.0 120.0 120.0 /202 120.0 48' 98' - 295 223 48.1 43.1 107.8 120.0 48' 144' _ _ _ _ 355 S52 g O_OM u3 54" 792 120.0 120.0 120.0 120.0 120.0 120.0 54' - 2S.2 - 412 383 955 120.0 54' - - - - - 315 572 Z Z$ii 60' 71.1 1145 1152 120.0 120.0 120.0 120.0 60' - 23.6 - J&9 34.4 8&2 120.0 SO- - - - - - 28.4 52.1 §Z SS' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 83' - 21.4 - 33.5 313 78.4 120.0 08' - - - - - 255 47.4 J 0 72' 59.3 95.4 9&0 120.0 120.0 120.0 120.0 72' - - - 30.7 26.7 71.8 120.0 72' - - - - - 23.7 43.4 Q U r W 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75A 120.0 120.0 W.m 0 26-1/2' SLI 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 86.7 545 120.0 120.0 � INSCRIBED 0 30' 775 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 51.8 4&4 120.0 120.0 WSIDE RECTAIMNUAR SHWE HORIZONTAL MULLION 37" 33.1 119.9 102.1 120.0 120.0 120.0 120.0 .1. - - - 42.0 302 109.1 120.0 4Y 53.6 108.8 904 120.0 120.0 120.0 120.0 42' - - - 372 34.6 GSA 120.0 6IAZLNO 48' g3• 48.8 92.4 7&7 120.0 120.0 120A 120.0 48' 108' - - - 32.4 302 84.1 120.0 f' PP UCT VERTrJL c 54' 432 82.2 702 120.0 120.0 120.0 120.0 54' - - - 2&8 262 74.7 120.0 MULUON 2 �' 38.9 739 632 113.7 108.0 120.0 120.0 60' - - - 25.8 24.2 873 120.0 se 35.4 872 5>3 10.5.1 982 120.0 1204 BB' - - - 235 222 812 1123 GLAZING GlAZWO ted' C 72' PRODUCT PROD= 324 815 52b 98.4 802 120.0 1200 72' - - - 21.8 20.2 88.1 103.0 GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). m 0 NOTE: W1 W2 MUWON SPAN p .c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MUI ION ARRANGEMENTS " 'A ' D �(( tuc.r�N�.�S gg� gkg Pkiidn0. 111�•txRllto W1 2 .. ' MM l S $ 5 NOA1 rht0.j drawing no. MULLIONS 1a7J1 I8 M14-01 -' sheat 3 of g . . ... . . . ... • • ••• • • • • ••• DESIGN IAAD CAPACHY-PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP V WINDOW DIMS. I ANCHORS TYPE OW HTS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE MUTH(W) WILL SPAN A2 A4 A8 E12 1141k 184b VAM SPAN • A9 jIII,4 T-1** ft4. Boa B4b YRDTH(W)MULL SPAN A2 A4 AS RE Boa B4b � v 19-1/8' 120.0 120.0 120A 120.0 i2o.0 120.0 19.1/8' • • •1 _6T.04 .4 120.0 120.0 19-1/6' 979 120.0 120.0 62.7 90.4 120.0 Z j 26-1/Y 120.0 120.0 120.0 120.0 120.0 120.0 2601/2' 0 •11ib2 190.0 105.4 120.0 26-1/2• 796 120.0 120.0 45.3 &5.2 90.6 h, z E 30• 120.0 120.0 120.0 120.0 120.0 120.0 1009 •120.0 6 93.1 120.0 30• 62.4 108.8 120.0 404 57.6 BOA 3 3Y 120.0 120.0 120.0 101.4 120.0 120.0 3Y 619 120.0 4 755 104 8 3Y 50.8 882 120.0 32.4 48.7 849 120.0 120.0 120.0 893 120.0 120.0 42• 724 120.0 66.5 92.4 4Y44.6 77.7 116.6 28.6 41.1 57.148' 38-3/8- 120.0 120.0 120.0 78.2 1128 120.0 48'• 7�1/6' 934 108 .4 S62 80.8 48• 120' 384 BBA 102.0 284 38.0 50.0 54' 108.4 120.0 120.0 695 100.1 120.0 5t 50 97.7• 9 51.7 719 54' 34.7 60.4 80.7 222 32.0 44.4 60- 97.6 120.0 120.0 625 80.1 120.0 s0' • • • • 7.9• 120.0 323 46.5 649 60' 31.2 54.4 87.8 20.0 289 404 7VC!a( IS 88' 88.7 120.0 120.0 58.9 81.9 1133 so** • • •4�8 199• 119.9 0 29.4 423 588 88' 28.4 49.5 74.2 - 262 38.4 a 72' 813 MIA 120.0 52.1 75.0 1042 72' 424 33 109.9 28.9 369 53.9 72' 1 26.0 453 68.0 - 24.0 333 0 19-1/8• 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 1204 120.0 89.6 120.0 120.0 79-1/8 89.0 120.0 120.0 574 82.1 114.1 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 28-1/Y 1009 120.0 120.0 64.7 932 120.0 26-1/2• 64.2 1124 120.0 41.2 593 82.3 30' 120.0 120.0 120.0 1143 120.0 120.0 30' 89.1 120.0 120.0 57.1 623 1143 30' 56.7 989 120.0 36A 52.4 727 {L z eS 37' 120.0 120.0 120.0 92.7 120.0 120.0 3Y 723 120.0 120.0 463 66.7 92.7 3Y 46.0 802 120.0 295 424 59.0 42- 120.0 120.0 120.0 81.6 117.6 120.0 4Y 83.7 111.0 120.0 409 58.8 819 42• 408 70.6 108.0 284 37.4 81.9 e� 48' 42- to 120.0 120.0 71.4 1029 120.0 48' 84' 55.7 97.1 120.0 35.7 81.4 71.4 48' 132• 3" 619 92.7 22.7 32.7 45.5 0 54• 120.0 120.0 63.5 91.4 120.0 54' 495 86.3 120.0 31.7 45.7 635 84' 315 549 82.4 20.2 29.1 40.4 U 60' 120.0 120.0 57.1 823 1143 s0' 44.6 77.7 116.6 28.6 41.1 57.1 80• 2&4 499 74.2 - 282 3&4 Z J a� Sr 120.0 120.0 519 749 1039 88' 405 70.6 108.0 28.0 37.4 819 86' 25.8 45.0 87.4 - 239 33.1 J 1 72' 743 120.0 120.0 47.6 88.6 95.2 T2' 37.1 649 97.1 239 343 47.6 7Y 23.6 412 8t9 - 219 30.3 70 19-1/e- 120.0 120.0 120.0 120A 120.0 120.0 19-1/8- 120.0 120.0 120.0 7&4 112.9 120.0 is-1/8' 81.6 120.0 120.0 523 752 104.6 J f 26-1/2' 120.0 120.0 120.0 1073 120.0 120.0 26-1/2• aS.3 120.0 120.0 56.6 81.5 113.2 26-1/Y S89 1029 120.0 37.7 543 759 0 30' 120.0 120.0 120.0 949 120.0 120.0 30• 7&0 120.0 120.0 504 72.0 100.0 30- 524 80.7 120.0 333 48A 6&7 W 37' 1189 120.0 120.0 769 110.7 120.0 37' 63.2 1103 120.0 405 58.4 81.1 3Y 42.2 73.5 1103 274 389 54.1 m n 42' 105.7 120.0 120.0 67.7 978 120.0 42- 55.7 97.1 120.0 35.7 51A 71A 42' 37.1 649 97.1 23.8 343 47.8 � 48' 50-5/8' 92.4 120.0 120.0 593 853 1185 48• or 48A 85.0 120.0 313 4&0 82.8 48' 144• 325 88.7 8&0 209 30.0 41.7 ~ 0 on � 54' S2.2 1204 120.0 52.7 789 1053 54' 433 7&6 1133 27.8 40.0 589 54' 2&9 50.4 75.6 - 28.7 37.0 Z Z 80' 74.0 120.0 120.0 47.4 611.3 94.8 80- 39.0 8&0 102.0 25.0 3&0 50.0 60' 264 453 68.0 - 24.0 33.3 3 Z 3G 66• 67.2 1172 120.0 43.1 82.1 88.2 88' 355 819 92.7 22.7 32.7 45.5 88' 23.8 412 619 - 219 30.3 r 72' 61.8 107.5 1204 394 FAX 79.0 7Y 325 5&7 854 209 30.0 41.7 72' 21.7 379 56.7 - 20.0 279 0�cl 19-1/8• 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8' 108.8 120.0 120.0 699 100.4 120.0 W 26-1/2- 120.0 120.0 120.0 88.3 120.0 120.0 26-1/2• 785 120.0 120.0 503 72.8 100.6 Typ�y, �� 0 MM SHAPE 30' 118.9 120.0 120.0 762 109.7 120.0 30- 693 120.0 120.0 44.4 84.0 88.9 ANCHORS A tCIW9g 3Y 9&4 120.0 120.0 st9 89.0 120.0 37• 562 8&0 120.0 3&0 819 72.1 HOMMNTAL N 4Y 84.9 120.0 120.0 54.4 78.4 1089 42' 495 863 120.0 31.7 45.7 835 CU ZING 48' 83• 743 120.0 120.0 47.6 689 95.2 48- los• 433 75.6 1133 '279 404 859 ii PRODUCT S4' VERTICAL 8&0 11&1 120.0 423 BtA 84.7 54' JBS 872 100.7 24.7 359 49A MULLMN z o p• S9.4 103.8 120M 3&1 sag 782 60• M.7 60.4 90.7 222 324 44.4 3 Td % q\A17cNOR G 88• 84.0 942 12o.0 J4.6 499 69.3 88' 315 849 82.4 20.2 29.1 40.4 RODIJI0 GLAZING PRODUCT PRODUCE 72• 495 883 120.0 31.7 4&7 635 72' 2&9 50.4 75.6 - 28.7 374 CLAZMG GLAZM PRODUCT PRODUCT �� ALL LOADS ARE EXT.(+)/INT.(-). \- 1 o a -NOTE, - W2 MULLION SPAN c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) W1 +W2 - AD 2 TLA.PPEF/70.592 AppmreA as oS Iyh1B1t4518m �N• � � },' 1•twida D1AlAI , ' Y`� lGro1v(ng no. ANCHORS Hy M14-01 sheet 4 cf 9 . . ... . . . ... • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS • • • • TYPICAL ANCHORS •• �� 2 PER CUP(1 ON EACH WINO) •• •• • • • • 1 PES 6NGLE• \ \ • • • ~ COTE r� O 1 • 00b, • • F 3 I 1 1 \ I 1 •• • • •• •• 1 1 • �p 1 I 1 i • ••• • • • • •• I I !3f I I • • • • • •• • 1 11 • p I — I I AIO• • • • • • • 1 I • ALUM2 X1 OEK -S N LIT INS1IE taI1LL • • • • U d (Q� 814 SMS I 1 814 SMS 1 I C �`y 1-3/4'O.C.MIN. I I 1-3/4'O.C.MIN. I I 4 PER CLIP 2 PER ANGLE z U g M z � Z O A TYPICAL ANCHORS: ANCHOR � TYPES SUBSTRATE MW.EMBED.MW.EDGE DST. TYPE 'A2' m P=AO L 1/4'DIA ULTRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2' (Fa-177 KSI,FY-155 KSI) 1/4'DIA.SELF DRILLING SCREWS D QOM (GRADE s CRS) METAL 1/6' 3/a' Z — 3 _ 4 PER CLIP(2 TYPICAL CHH WING) TYPICAL ANGLE CONCRETE_Va-3000 PSI MIN. =ANCHORS 3 Zj�;;rJ METAL- 1/8'MW.THK.STEEL Fy=36 KSI MIN. J O v O" 1/6'MIN.THK.ALUMINUM(6063-T5 MIN.) R OR ANCHORS MAY BE HEX OR FIAT HEAD. O l I I I AL E 'a a ALL CLIPS AND ANGLES TO RT SNiKi INTO TUBE MULLION& CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 1 ® I 1 I I 1 WITH METHACRYLATE �� AS&TUMWOUS PAINT OR 1 1 I I 1 1 ° IF L__________�_J I I -FLOATING CLIP 1 1 i ; SNUG F'IT MOVE MULL V 11 tX26' 814 SMS 1 1 814 SMS t I 1-3/'V4 PER CUP 1-324PER ANGLE o ar o b s a i� E"r.JAVAD AHMAO d •1 c CN2. Appmeed w wwplyutg pith l& FIA PE/70992 Ftorlda Bidldi CAN.• I1alt G \ z' ANCHORS TYPE 'A4' PNdt a i' $ TYPICAL. �Y,2. jZ�{y drowi ' M14-01 sheat 5� 9 . . ... . . . ... . . ... . . . . ... TYPICAL cHORS • • • •• • OPER MOLE � p 8 PER CLIP(3 ON y'INGl• �.• •.• *00 •• \\ • 0.0 • • • t-------------- •• • • • ••• •• 0 it g I ------ I I I -FLOATING CUP I I I I 2LUL12ANGLEe Q I I I i SMUG FIT INSIDE MULL #14 SNSI I 114 SMS I I IL 1-3/4'O.C.MIN.)1 B PER CUP 3 PER ANGLE ® ® O U g z e� O TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MN.EMBEO.AIN.EDGE DIST. m �fjj00 1/4'OW ULTRACONS BY'ELCO' CONCRETE 1-3/4' 2-1/2' F 3 mM Trw�CAL ANCHORS TYPE `A6' (Fe-tnI'Fy-155 KSI) o oma} 1/4'DW SELF' 5 CRS)NNO SCREWS METAL 1/8' 3/4' Z Z^moi 33 _ CONCRETE-Pc-3000 PSI MIN. J O a METAL- 1/8'MIN.TMC STEEL Fy-36 KSI MIN. Q 0 p 1/8'MIN.THK.ALUMINUM(6063-T5 MIN.) W�la�l ANCHORS MAY BE HEX OR FIAT HEAD. O ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BRUMINGUS PANT OR WATER-WHITE METHACRYLATE IACMR. 0 0 cm sa �g 0 a Eepr:JAVAD AHMADCpa e� 8 FLA.PE W2 y� M WIAO � MAY 2'3'M4` M 14-01 eheai $of 9 . . ... . . . ... . . . . . . . . . . TYPICAL ANCHORS • • • • TYPICAL ANCHORS •. %"U2 PER CUP(1 ON EACH WING) •• •• • . • . 1 \ 1 \\\••�•\••• • • • • IPIewUt• • OR �OZ �€ iIoJ aj S �a all • • • • pr a i i i i • •.• • • • • •• t 1 • • . • • •• • i I • O N ------------1 • • • • • • �II • W qqq 1 I I 1 CU . . . . .11.1 72�2 X 1 - g i e I I I , SflAT !NL%ULL 11U 1a.&a 114 SMS 1 I 114 SMS I I 0 y 4 W 1-3/4.O.C.IAN. 1 1 1-3J4'O.C.Id61. I 1 g 4 PER CLIP 2 PER ANGLEW19, ;alp, ft i $ U z � z o v; ANCHORS TYPE `B2' TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIL .MIN.EDGE DIST. s` >_W 1/4-OTA.ULTRACONS BY'ELCO' MASOHR'! 1 1-3/$ 1 2-1/2• m ) n (17w177 RSL Py-155 NSI) I WOOD 1 1-1/2' 11• OoM. MOD-28Y WOOD SUCKS OR WOOD STRUCTURE S.G.-0.55 MIN. > Z—u MASONRY-C-90 HOLLOW/FlLLED BLOCK Pm- 2000 PSI MN. Z 4 PER CLIP(2 ON EACH WING)AL ANCHORS TYPIC2 PERAL ANCHORS qE (BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW 7 Q.dJ \\\\\1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q U w THEM TO BUILDING STRUCTURE. W OR ANCHORS MAY BE HEX OR FLAT HEAD. O 1 1 0 I 1 O to 1TX2 1 + }N L_____________J1 FLOATING CLQ 11 S. I 1 ; i SNUG FR INSIDE MULL 1 1 ALUM ANGLE I I 1 1 4 SMS 1 1 I I 1-3/4'OC.MN. 1-3/4'OC.M� 4 PER CUP 2 PER ANGLE c m o 0 c O i if Fier:PUL PE/AM •t A w yMgtlidtlito /7osI2 n . FIPPrtn>;�deeDe g � � 3/8'MIN. 2 7/8' s ` . b2 TYP. TYPICAL ANCHORS TYPE B4a M° t e _ Y':? °�Q 4 drawing Iw. M14-01 � - sheet 7 of g . . ... . . . ... •• •• • • • •• •• • • • • ••• • • • • ••• t' 0: 000 000 TYPICAL .}_..ORS• i • 0.: • .TYPWAL ANCHORS g \ \\ 4 PER CLIP(2 ON f�WC„�ANf,• .' •.' ••• •• PER ANGLE \ y • R 1 I D I I I 0 RE o • a O ll cy • • ••. •• I 1 �` Q01 ------- I FLOATING CLIPSNW FIT INSIDE NULL U I ALUM2®14 SUS /14 SMSI1-3/4.O.C.LOL 1-3/4.O.C.MM. I I 1 b PER CLIP 3 PER ANGLE z 6{ nl eeeII1�F to J z � o � a TYPICAL ANCHORS: 1� ANCHOR TYPES SUBSTRATE MM,EMBED.MIN.EDGE DIST. LiJ 1/4•DIA ULTRACONS BY'ELCO' MASONRY 1-3/4' 2-1/2• I` (Fa 177 KSI,Fy-155 KSI) WOOD 1 1-1/2• TYPICAL. ANCHORS TYPE 'B4b' � a oM � WGoO a zsY wooD BUCKS OR woon STRUCTURE S.C. =Dss MM. � Z � MASONRY m C-90 HOLLOW/FILLED BLOCK fm m 2000 PSI MM. ? 3 � 3 zg^ W OR 22Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q V'�-;�a THEM TO BUILDING STRUCTURE. W�� ANCHORS MAY BE HEX OR FLAT HEAD. O 0 C e �O •�O C EMr AW , Apnmt.'cd a/ gh1gR4111'lo F C,li�938�2 � � g PkaidaDnBd Dale 7. NOMI __ drawing r>a. OC 2 3 20 4 M14-01 ' sheet 8 of 9 V � . •i •i ns �a la " �I�•• � • •SEE"'li'� � !t TfS MULLION 0 0 10 • • • • •• • i- • Z ••• ••• • • ----------------- S ----- ------- a y ------- -------- ANCHOR NO. OF CHART EWS a 00 IA [TYPE A2 I • • • 114"ANS• • It i• ••• i 'SDE 1 1 •• V n •1/A�T .T6y 1 • c .ryP.1�1 •• i '•" 1NT0 N ~• �I16E IIULIiON 0 a Q 1 0��& 1 1 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION I I FOFCA CLIP ANGLE CMI 1LK JDDR AFTER ASSEMBLY 1 jj14 FH SMS 0 1-1/2'O.C.ABN. I ACCESS FELE FOR WHART TRIES _____ _-_ _____ _____ _______ _�_--_ _ Z O -- --__-- --- ------ ----- -------_ THIS SCREW CAN BE I INSTALLED IN ERFffR 1 1 014 FH SATS L1 ODM 1 2 PER CLIP 1 DIRECTION 1 1'O.C.NLN. Z 3 li 1 1 I I I 1 -1 0:tm ri d a wrnw0 1-3/4'X r X t/s"(FOR 2BY TU 0 3/4'X r X 1/B'FOR(1BY 7U ALUM ANG CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 t 9 METAL TO METAL CONNECTION WU 0 #14 SMS SUBSTRATE Ed= MIN.EDCE DIST.MIN.CL lO CL SPAC4IG c m ALUMINUM A m c O Y:JAYAO Awl)CML �L 1 RA.PE/T0592 n �mmyMBg K1/1 U11! . g g Yf0f1 CAN.3435 17e1e $ � 4i S 14AY -e'3 7014 M14-07 lsheat 9 of g