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WS-18-773 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 F t Inspection Number: INSP-300195 Permit Number: WS-3-18-773 Inspection Date: April 26, 2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: ROBINET, PATRICE Work Classification: Window/Door Replacement Job Address: 1055 NE 96 Street Miami Shores, FL Phone Number I Parcel Number 1132060143710 Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Phone: 305-634-3420 Building Department Comments 6 IMPACT WINDOWS OPENINGS Infractio Passed Comments INSPECTOR COMMENTS False r , I I Inspector Comments i Passed F Failed I Correction Needed Re Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. k For Inspections please call: (305)762-4949 May 02,2018 Page 1 of 1 l L .' ,. NOTICE OF COMMENCEMENT FN: 201801.11540 BOOK 30874 PAGE 1691 r:. A RECORDED COPY MOST BE POSTED ON-THE JOB SITE U TIME OF RW INSPECTION ATE:02/26/2018 09:02:09 AM ARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY PERmrF NOA)S-3—1?—77 3 TAX FOLIO NO.,�� 3�0(. -oft/-,47/0 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information Is provided in this Notice of Commencement. 1. Legal description of �J p property and street/address: 4,2 rr A/r 2. bescription of improvement: p+ J 3. Owners)name and address: 1 e G Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: D W 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. L'ender's name and address: ' 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided-by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addiction to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(i)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date specified) Sig re ner Print Owner's Name )SQ ��(z j) Prepared by Sworn to and subscribed before me thisday of 20 Address: Notary Public P Print Notary's ame Q 2* R commission#GG 104094 My commission expires: m� �1v xTF sJ y Permit NO. WS-3-18-773 sNO1 S c,� Miami Shores Village Permit Type:Windows/Shutters 9� 10050 N.E.2nd Avenue NE n�� t dc Ctassticat+ren:Window/Door Replacem Miami Shores,FL 33138-0000 Pemlit`Status:APPROVED Phone: (305)795-2204 Issue Date:3/27/201$ Expiration: 09123/2018 Project Address 1 Parcel Number Applicant 1055 NE 96 Street 1132060143710 Miami Shores, FL Block: Lot: PATRICE ROBINET F Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 8,800.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 Total Sq Feet: 74 Type of Work:6 IMPACT WINDOWS OPENINGS Available Inspections: No of Openings:6 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building r r i s Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF' $5.40 Invoice# WS-3-18-66917 DBPR Fee DCA Fee $2 .00 2.40 03/27/2018 Credit Card $50.00 $ 137.80 Education Surcharge $1.80 03/27/2018 Credit Card $ 137.80 $0.00 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $7.20 Total: $187.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by'either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify glat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futher re,I a horize the above-named contractor to do the work stated. March 27, 2018 Authorized Sign re:Owner / Applicant / Contractor / Agent Date Buiiding Department Copy March 27, 2018 1 � v\ Miami Shores Village 3� Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. W ` 4-1 3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ' ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 7-0 JOB ADDRESS: �D.�S�/(/_ s/(-0 ��L L' City: Miami Shores ' County: Miami Dade Zip: Folio/Parcel#: //� 3-:40C.--:40C.- 015/ ,4 710 Is the Building Historically Designated:Yes NO N- Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r!is G.fp-FA.), •h p OWNER:Name(Fee Simple Titleholder): 11 e-/ Phone#: 40 Address: City: ]SAW&I State: �� Zip: 3�� Tenant/Lessee Name: Phone#: Al- Email: �a �� S 2 CONTRACTOR:Company Name: Q&QUU7 / Phone/ �' �Y�X.1(Q Address: .3`o co A�Z2 �ZZ'—*' 27!;-z t-=—� City: /s 'L State:: �C- Zip: Qualifier Name: //,��/rQ /1'� 'e&/4 Zd Phone# rl 3 "0 State Certification or Registration#: Certificate of Competency#: l 7 76 7 DESIGNER:Archi ect/Engineer: / li S Phone#: L3 3�3 Address: l City Stater Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: lC i a S Specify color of color thru tile: Submittal Fee$ �;o ICit., Permit Fee$ ^�( Q CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ f r Structural Reviews$ Bond$ TOTAL FEE NOW DUE$I7S�v s (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address r 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 no ' e, the inspection will not be approved and a reinspection fee will be charged. Signature_ Signature ER rAGENT CONTRACTOR The fore/ oing ins r s acknowledged before me this The foregging insAV was acknowledged before come this D " day of 20 �Q by day o 20 l0 by who is personally known to �or� � who is ersonall wn to p Y �� p Y� 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 PUB Sign: Sign: r P ' t: C'l O/L l cC int: d/LCCI. r°�: •••.`�� aYpul GLORIACOTO Seal: * * Commission#GG 104094 Seal: �°:•••,,�� Nr oe Expires July 12,2021 Commission#GG 104094 9 OF f�OQ\ Bonded Thru Budget Notary Services 1�% A� Expires July 12,2021 4OFP�O� Bonded ThruBudget Notary Senlaa (IJ APPROVED BY 3 Plans Examiner Zoning Structural Review Clerk (kevised02/24/2014) Miami Shores Village Building Department lieu 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �ORIDp' Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing arid/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). Acknowledgeme Qualifier/Owner Signature Date Print Name ' I w. ah:e CTOB ' 7 Construction Trades QuaWft Board «w_ BUSINESS CERTIFICATE OF COMPETENCY 000017767 SL�p^as `ems JJ: �COCOWT GROVE SAM 3 MHOR CORP VA&STAIILLtAM Is oerufied tinder ttw provisions of C 10 of Miami-Dade Cm* QUALIFYING TRADE(S) 0023 GLASS&GLAZING awn ,hares K Stla RE , somt"am.sora woad. *rdWru 91 aov.fir WOW I f Municipal Contractors Receip Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY t 1915736 kISINESSNAME/LoCAT1oN RECEIPT NO. EXPIRES R"- COCONUT GROVE GLASS&MIRROR CORP NEW SEPTEMBER 30, 2018 3660 NIN 41:ST 7518534 � Must be displayed at ptaoe of business MUNAI FL 33142 Pursuant to County Code Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS C00014UT GROVE GLASS&MIRROR COAVMC SPECIALTY BUILDING CONTRACTOi AYMENT RECD ^ ' 000017767 .. Y TAX tALLECTOEIVER Category(s) 1 $175.00.-10/10/2077•. CREDITCARD=18=001738 This Local Business Tax Receipt only confirm payment of the local Business Tax.The Receipt is not a license, psrm%or a certification of the hoidar a IHications to do business. Holder must comply with any governmental Of nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.ebove mat be displayed as all coerererciel vehicles-Miahai-Dade Cods Set Asm For mese lolonsatieo,visit i 001175 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS 1S NOT A BILL-DO NOT PAY 4571932 LBiT BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES _.,.. COCOWTGROVE GUkSS'&alft R`GoapE ; RENEWAL SEPTEMBER 30, 2018 3660-NW'41 Sr- 2962984 Must be displayed at place of business MIAMI fL 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS&MIRROR COI M4 RETAIL SALES BY TAX COLLECTOR E Emplayee(s) 11 $82.50 07/26/2017...._ _, _ CREDITCARD-17-050511 This Lott Business Tax Receipt Defy ceafhts paymeat oldie Local Basimss Tax.The is rat a lE permit;er a certifte Loa ofdrolhoider 9 to do business.Helder est comply say govermaead or nongarammnatai reguletery laws tegafreraertes which apply to the hadmIp. The RECEIPT 00.of now be displayed on all cemosin ilisl For mom Information,visit ' 000754 -------- Local Business Tax Receipt Miami-Dade County, State of FloridaBT -THIS IS NOT A BILL-DO NOT PAY - - t I 1915736 BUSINESS NAME/LOCATION RECEIPT'NO. EXPIRES COCONUT GROVE GLASS&MIRROR CORP RENEWAL SEPTEMBER 30, 2018 3660 NW 41 ST 2021079 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter SA-Art.9&10 i 1 � OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS&MIRROR COF26 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 000017767.. .__ _ Aco o® CERTIFICATE OF LIABILITY INSURANCE °AM`"MI°°I"Y'"' `� 13/6/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEO A NSI Insurance Group PIIONENo p,.Atl,305-556-1488 Fax 305-556-3680 8181 Northwest 154th Suite 230E-MAIL Miami Lakes FL 33016 info@nsigroup.org INSUR 5 AFFORDING COVERAGE MAIC# 1 INSURER A:Wesco Insurance Company 25011 INSURED 656 mmiRERsAesco Ins Co 25011 Coconut Grove Glass&Mirror Corp. Immmc:Commerce 8t Industry Ins Co -19410 3660 NW 41 Street jmwu Ro:FCCI Insurance Co 10178 Miami FL 33142 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:838647040 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. MSR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY LTR EXP LIMITS A X COMMERCIAL GENERAL LIABILITY WPP1260723 03 3/1/2018 3/12019 EACH OCCURRENCE $1,000,000 ToNTED CLAIMS-MADE ❑X OCCUR PR=S a occurrence $100,000 MED EXP A one $5,000 PERSONAL 6 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE 52,000,000 POLICY❑JECT F LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B; AUTOMOBILE LIABILITY WPP1616077-00 3/1/2018 3/1/2019 a amide $1,000,000 X ANY AUTO BODILY INJURY(Per penton) $ ALLOOSMED SCHEDULE BODILY INJURY(Per accideM) $ AUTOS HIREDAUTOS X IAJUOTOSViMED acclde $ $ I Ci X UMBREW►LIAS X OCCUR EBU020619032 3/1/2018 3/1/2019 EACH OCCURRENCE $5,000.000 i EXCESS LIAB CLAIMS-MADE AGGREGATE $5.000,000 DED I I RETENTION $ pf WORKERS COMPENSATION 001-WC18A-42367 3!1/2018 3f1/2D19 J SPTERUTE &H- AND EMPLOYERS LIABILITY Y/N ANY PROPRIETORIPARTNERIE)eCUTIVE ❑MIA E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 Il'DECUumder RIdON OF OPERATIONS below E.L.DISEASE-POLICY LWIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is regdred) Contractor License#000017767 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 A�FJ9WESEMTATNE � ©1888-2014 ACORD CORPORATION. AN rights ressry ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Y x. f I MecaWind Std x2 . 2 . 7 . 0 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright www.mecaenterprises.com Date 3/22/2018 Project No. R0451 Company Name COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address 3660 N.W. 41 STREET Description IMPACT WINDOWS City MIAMI Customer Name PATRICE ROBINET State FL. Proj Location 1055 N.E. 96 ST. MIAMI SHORES File Location: C:\users\dirops\AppData\Roaming\MecaWind\Default.wnd r Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft 0000 Epsilon = 0.13 Zmin = 7.00 ft • i • Pitch of Roof = 3.157895 12 Slope of Roof(Theta) = :14.079•Deg ••'•' 000•00 h: Mean Roof Ht = 20.50 ft Type of Roof = GAS7•ED • • • • RHt: Ridge Ht = 23.00 ft Eht: Eave Height = ]• U ft • • • • • • • •• •• 0000•• OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w •soffit Bldg Length Along Ridge = 65.00 ft Bldg Width Across Ridge= 02P00.009ft • • • 0000•• 000006. • • • Gust Factor Calculations • • • • • 0000 • •• 0000• Gust Factor'Category I Rigid Structures - Simplified Method • • 0000•• ••• • 0000• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 • • • • •• •• •• 0000•• Gust Factor Category II Rigid Structures - Complete Analysis 0000•• • •• Zm: 0.6*Ht = 12.30 :,t • • • lzm: Cc*(33/Zm)^0.167 = 0.18 • 0000•• 0000•• Lzm: 1*(Zm/33)^Epsilon = 574.56 ft • • • • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 ••• • •• • 0000•• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 • • • Gust Factor Summary 1 Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi s GCPi Internal Pressure Coefficient = +/-0.18 h Wind Pressure on Components and Cladding (Ch 30 Part 1) k a�r ;_. - L tee,.J �J l' Roof.not ,• 1 1 1 J` ✓f. 1 1 ( 1 1 1 ,1 1 1 5. 4 - t t I 5 , a 1 , �, _ 13 I -� - '4 Gable Roof !' '8 <=45 3 `�rt�d�eer��of Pp A. { All pressures shown are based upon ASD Design, with a Load Factor of`--44 • �,C'E Width of Pressure Coefficient Zone "a" _ _ �``6�O�ft •+ No 38398 i Description Width Span Area Zone Max Min Max P ia,* ft £t ft^2 GCp GCp psf psf �+ -------------------------------------------------- -------------- - - -.- T MKS. 'A,B,C,E' 2.00 5.00 10.0 4 1.00 1.10 51.32 a • STA 7 Imo'' 'v .OR14 1 0 9 �•^I t i w MKS. 'A,B,C,E' 2.00 5.00 10.0 5 1.00 -1.40 51.32 -68.72 MARK 'D' 3.08 4.29 13.2 4 0.98 -1.08 50.39 -54.74 MARK 'D' 3.08 4.29 13.2 5 0.98 -1.36 50.39 -66.85 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.09 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.49 psf � r } t. A a 0000•• •• •• 0000•• 0000•• 0000 • •• ••s•• 0000•• s•• A0 •0.0• •• •• { •• •0.00• 0000•• • • • • • • • 0000•• 0000•• • • • • • • • • 0)000• •• • •• • • • • • k r l Jr G F . I ., ' - No 38398 STAT kV1 A'oss�Or r •r a wa�"�`�w`-'- J) r N o m . wI 56 1 /4" w 4 _ m 37 3/411 1 9 7/8° ROUGH OPENING T ROUGH OPENING ROUGH 3/871 55 1 /2', 3/817 [lf N OPENING TOTAL WINDOW UNIT WIDTH N W M 3/811 3711 3/811 3/811 19 1 /8" 3/811 Wit cq .. - -- WINDOW-WIDTH- — — - WINDOW — - - 27- 3/4° - 27 3/41= -- - -•• 44-1-< WIDTH _ WINDOW WINDOW • • •• —1 &.1 LLS \N CO Q7 WIDTH WIDTH '••' : • ❑ m • m m m •.. Wcq �.m. 9-44 �..••� �•• ❑ •Q t9 • L9 L9 Z Z \ Z ...... ... p:M co / \ � 3J•6 W N W w N W w N W / \ .••.•. � L • � a � I i moo- � I moo. � I Z..1 r3 4 r ❑ 4 3 r ❑ 3 5 3 • • �•• Z m 0 ct o m 0 / o m o \ / .. UIQ J z / z ❑ iD 14 z z z z m co co m m m OELEV, Z- REQUIRED O ELEV. 7 - REQUIRED © ELEV. 7 - REQUIRED- ECO WINDOW SYSTEMS, LLC. SERIES U ECO-GUARD 500° ALUM. IMPACT CASEMENT WINDOW IN CLEAR ANODIZED ALUM. FRAME WITH GRAY 5/16" LAMINATED IMPACT GLASS N.O.A. 1 7-1011 .22 W M L 0 ! Z m w r, �` P�D A. C,q , o W ECO WINDOW SYSTEMS, LLC. SERIES �'•`!�©,•''� 1c E/y ••y�) a Z U N ECO-GUARD CLIPPED" I " X 4° ALUM. CLIPPEDS�• W to I ID MULLION IN CLEAR ANODIZED ALUM. FINISH ;•• tip 3139 U W �_ m N.O.A. 1 7-1 218.14 (� Ix La. Q �ST 0 ,9 I D , '• �-z' [7LA.A N BY: �� S�•' . .,` \ �, EDWARD A. . '!!!OIVA 19E`4 .,%% LANDERS, P.E. CONSULTING ENGINEERS DATE: 3-16-1 B 7850 N.W. 746 STREET SUITE 5139 MIAMILAKES FL 331376 F.E.#039298 9MEET NUM�BjER TEL: (305) 823-3938 -FAX: (305)823-9355 - ❑F-6 � N ❑ Eyl 56 1 /4" w I It ROUGH OPENING GN 3 7 3/411 1 ROUGH OPENING 3/8° 55 1 /211 3/811 U) TOTAL WINDOW UNIT WIDTH [(] W 3/811 3711 3/811 27 3/411 27 3/411 N N X WINDOW WIDTH Q m c Q WINDOW WINDOW - - -••• co c WIDTH WIDTH • �..• L9 �D•z•� \ U. m1 1 000:0• 0000 W �f♦•Q cq 0000•• 0 ry••�A It 00 ❑ 41 0000 0 •0 • � ''nn • 00.00000U 00 00 ZIL•L4 Ia N Ill I a N I 3 5 \ 3 • •• 0••• Z •••tl ❑ 4 3 ❑ ❑ iizii r 3. N3 000• 0Lr) L9 00 • lLf N I ❑ In I N ❑ \ / 00 ❑ tDQW 0 3 O z 2 2 m 00 m m OELEV. 1 — REQUIRED O ELEV, 1 — REQUIRED m m c� ECO WINDOW SYSTEMS, LLC. SERIES M LL J °EGO-GUARD 500" ALUM. IMPACT CASEMENT ol W m - M WINDOW IN CLEAR ANODIZED ALUM. FRAME >11111111 Z m 0 WITH GRAY 5/1 6" LAMINATED IMPACT GLASS NN%%0111111111111 P,- L.A,c,4146 mW It Ln N.O.A. 17-101 1 .22 ` "' `'•`e ly Z m WLn Lr) N k0 Q (/ Ej C3 • • No 3g398 /�4 0 ECO WINDOW SYSTEMS, LLC. SERIES # ' �I� Q Q w ECO-GUARD CLIPPED" 1 " X 4" ALUM. CLIPPED d Q - MULLION IN CLEAR ANODIZED ALUM. FINISH N.O.A. 17-1218.14 ��O'. • ��,' �� DRAWN 8Y: S'•S�OFtP�.•�� DWARD A. A.A. • ' ,','t, -e'I O.N1}►\9� `CONSULTINGOLANDSNGINE•ERS DATE: 3-16-ia • 7850 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33016 P.E.#038398 SHEET NUMEIER11 TEL: (305) 823-3938 C G-3 _ - - - - FAX: (305) 923-9355 - ❑F 6- - 11 CAULKING (TYP.) 2 3/4 2 1 /2 r EDGE N DIST. 1 /4" TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 7" FROM CORNERS a " p AND BALANCE AT 12" O.C. � ° a o a (ANCHORING AS PER N.O.A.) — v a In a D W ❑ D N ILI m IA.,.. + SHIMMING (TYP.) •• W � M ...:•. N • 1 D �'� + ••••.• •`• m Iz LL 1 • • • ••� • • • LAMINATED 0 O � IMPACT GLASS 00 •• • 0 ko 0 Ld U f- vmF- Z 2 I I L7 ' Z — I ( W W a = , 0 1 3 I ECO WINDOW SYSTEMS, LLC. SERIES 11ECO-GUARD500" ALUM. IMPACT CASEMENT ❑ 1 WINDOW IN CLEAR ANODIZED ALUM. FRAME Q I WITH GRAY 5/1611 LAMINATED IMPACT GLASS Z i N.❑.A. 17-1011 .22 I ❑ 1 3 I ( I r1 I-- + -+ F- 01 L� l0 LA/Vo�`p11111111►//�� Z M % m UJLnIgo w U O m tt �Lu Q Q � w 1v 0 1 /4" TAPCONS WITH 1 1 /411 EMBED. ,'�s�icON P` \yz~`e tj- WN BY: •"F WARD A. .A. a ° °, INTO C O N C. AT 711 FROM CORNERS ,��//1}�i!l��4NDERS, P.E. ° ^ AND BALANCE AT 1 211 O.C. DAT ' CONSULTING ENGINEERS E (ANCHORING AS PER N.O.A.) 3-16-18 7850 N.W. 1 46 STREET '�/ SUITE 509 VI33016EW Y /EI I MIAMI LAKES FL IS P.E.#035395 SHEET NUMBER _ TEL: (305) 523-3938 j1313-4 FAX: (305) E323-9355 ❑F 6 r � N � r7 1 /4 TAPCONS WITH 1 1 /4 EMBED. In INTO CONC. AT- 711 FROM CORNERS & BALANCE AT 1 0 1 /2' O.C. W 17 (ANCHORING AS PER N.O.A.) Q N � X � LEI SHIMMING (TYP.) �•• ' i �I i++i +• F• +i+++ • �.� ..+i .. + . o. .+i+i+ i..• (29i.i�.�, + + LL m . LL 1 d ••+iii + 7 •N • • • C • • i+i i+ • _____________________________ _____________________________ i 00 0 4 .. + i+ i O W J i+ 0 — W d U M 1— C + + A d • Q d a CAU LKI N G (TYP.) 3/811 WINDOW HEIGHT 3/811 Ip ROUGH OPENING m HJ c0 I- M LL �p ',0,41011tIfIIfI Z t0 01 m SECT/ON V/EW \>\ pPo.A..~.gtiQ'� w , m w 0 Ln Ix Ln N I e * ` N c" c�:5 :' / U Ino In t0 N co * IY r I . ECO WINDOW SYSTEMS, LLC. SERIES °ECO-GUARD SOO" ALUM. IMPACT CASEMENT STATE . F ,� d Q F - -WINDOW IN CLEAR-ANODIZED ALUM. FRAME ��•,�,�.� ••.��f/s' WITH GRAY 5/16" LAMINATED IMPACT GLASS (C Q R � .. N.O.A. 1 7-1011 .22 �iiss •••�••••••!•�G aa\ DRAWN ev: s,,��0NAl- t!,`\GD DERSD A. A.A. e CONSULTING ENGINEERS DATE: 3-16-18 7950 N.W. 146 STREET SUITE 509 MIAMI LAKES FL 33016 P.E.#03B39B SHEET NLJM BER TEL: (305) 823-3938 CG-5 -FAX: (305) 823-9355 OF 6 - � r � N 0 ❑ O W C7 W 1 /4 SELF DRILLING SCREWS Q � c Q AT 711 FROM CORNERS AND - - ,"". II I. BALAN CE @ 1 O 1 /2" O.C. : .'. "•� L9� k 1 X 4 ALUMINUM g• MULLION S (TYP.) (ANCHORING AS PER ..•..••• '••-• ukD . v N.O.A.) ...0 �>, 4N 060 dt .••• .• IJP 0 Tr] rn_ • 0* 00 • 0 0 •••••• ----------------------------------- Z•"r•••b Ll 0 • • J UC7 � IW- WINDOW WIDTH WINDOW WIDTH SECT/ON VIEW VI W Z ,Z U] <\ ECO WINDOW SYSTEMS, LLC. SERIES ECO WINDOW SYSTEMS, LLC. SERIES m'W !Y " " °ECO-GUARD CLIPPED° 1 ° X 4° ALUM. CLIPPED '•'}�'''l�Rr+ IY Z Ln to ECO-GUARD 50❑ ALUM. IMPACT CASEMENT , .pdt_ MULLION IN CLEAR ANODIZED ALUM. FINISH WINDOW IN CLEAR ANODIZED ALUM. FRAME �` `ll �`�., �}`��.� W N V] t0 WITH GRAY 5/16" LAMINATED IMPACT GLASS N.O.A. 17-121B.14 ��OV ,� ,!r / 113 O W N.O.A. 17-1011 .22 NO - �� • , mac. DRAWN BY: BOO T T T OF IF RD A. A.A. .1�1�JERS, P.E. S ,I. ' LTING ENGINEERS DATE NOrV)f'1��8 e' AMI 50 NLUITE FDL9fill 33D 1E6 P.E.#1336398 SHEET NUMBER TEL: (305) 623-3938 FAX: 13051623-9355 .z, ., MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION a DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lyov/econamv Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 •••• SCOPE: .•. •....• ...... This NOA is being issued under the applicable rules and regulations govemingotJtg,use of,"g8g$tructiQ ..:. materials. The documentation submitted has been reviewed and accepted by J�Ua. -6Dade County RER-••• Product Control Section to be used in Miami-Dade County and other areas wherealiowed b)4 the Authority • Having Jurisdiction(AHJ). .... 00:000 This NOA shall not be valid after the expiration date stated below. The Miami-Dade,C8pty PtdUt:Contrbi•'• Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dadb•C8ttnty)reserve the right•• • to have this product or material tested for quality assurance purposes: If this pro81c9 or material fails lq•„• perform in the accepted manner, the manufacturer will incur the expense of such testing and;he-;JU may immediately revoke, modify, or suspend the use of such product or material witfAQ Aetr jurisdiction. RER•••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade County PrUmU 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. f DESCRIPTION: Series "Eco-Guard 500” Outswing Aluminum Casement Window-L.M I. L..^.'-..- — APPROVAL DOCUMENT: Drawing No. WI1-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad; P.E., bearing the Miami-Dade County Product Control ` Revision stamp-with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. . _ _ . _ - _ _ _ _ - _ EIVIISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,' city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has.been ' 1 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 p 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 1 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No. 17-1011.22 Mlatl�3AWE COUNP J.�. 9/ !� Expiration Date: May 19,2021 Approval Date: December 21,2017 Page 1. 1 { u. Eco Window Systems.LLC. t ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) • ' 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casameni Wdr. J14M.I.)", •; sheets 1 through 6 of 6;dated 02/23/11, with revision E dated W13/15, tlI eked by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.T_ •'•' . B. TESTS •••• •• ••••• .:. . ..... 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94•• •• •' '• 2)Uniform Static Air Pressure Test, Loading Pd?FW TAS 2b2-94 ... • 3) Water Resistance Test,per FBC, TAS 2024.4 ;••••• 4)Large Missile Impact Test per FBC, TAS 201-04: %• 5)Cyclic Wind.Pressure Loading per FBC, TAS 203-94 ••'• 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a casement window, t prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS { 1. Statement letter of conformance, complying with FBC-5a'Edition(2014), and of no financial interest, dated March 17, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19,2021 Approval Date: December 21,2017 - E-1 + t R Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMMD) ; 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. • (Submitted under NOA No. 11-0309.06) . . .... ...... G. OTHERS 1. Notice of Acceptance No.•13-0206.07,issued to Eco Window, toms,LLC fpr thein:*`: Series"Eco-Guard 500" Outswing Aluminum Casement Window—LM I?,' *0000. t approved on 05/02/13 and expiring on 05/19/16. •••••• •'•. ""' 2. NEW EVIDENCE SUBMITTED •• A. DRAWINGS •:•••• 1. Drawing No.W11-05,titled"S-500 Alum. Outswing Casemerit•wdiv. (L.V?v ' sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17,prerared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None I D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). f E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Uitraclear, Clear and Color PVB Interlayers" dated 01/19/117, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 26,2017,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.T., approved on 07/02/15 and expiring on 05/19/21. Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19,2021 Approval Date:'December 21,2017 E-2 t MIAMhDiADE MIAMI--DADS COUNTY,FLORIDA ` • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.gov/economy Eco Window Systems,LLC 8502 NW Se Street Medley,Fl.33166 SCOPE: f 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(Tip.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 wily 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-=Gb7rd Clipped"Aluminum Tu-be Mullion-L.M_I. l } APPROVAL DOCUMENT: Drawing No_M14-01"Rev. A,-Series titlsd""Ai-uminum 'lube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, .prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad;P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acbeptance number and Expiration date by the Miami-Dade County Product Control Section.. MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant ` LABELING.- Each unit shall bear a permanent label with the manufacturer's name oT logo,,city; state,. series, and following.statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has-been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change 3 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. I k 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. 14.4529.16 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 wa§reviewed-by Jorge M.Plasencia,P.E. NOA No. 17-1218.14 ► IAMJ-oaQE couN7Y Expiration Date: October 23,201-9 Approval Date: February 22,2018�.. Page 1 I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. J t I Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 101 through 09 of 09, dated 05/19/1-4 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. BETIAS 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 2:01--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 i & Testing, Inc., Test Reports No.'s BET148-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. f 4. Test reports on: 1) Air Infiltration Test,per FSC, TAS 202-94 f 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1, and,TAS 202-94 along with marked—up• drawings and installation diagram of a clipped; aluminum mullion single hung window, prepared by Hurricane Engineering.& Testing,Inc., Test Report No.RET"8—ZI66A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification-calculations and structural analysis, complying with FBC 2.010 and FBC 5th'Edition (2014), prepared by Al—Farooq Corporation, dated 05/0:5/14, signed and sealed by Javad Ahmad;P.E- D. QUALITY ASSUPUkNCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER)'. 1 Er MATERIAL CERTIFICATIONS E -1. None.- Jorge M.Piasencia,P.E. P uct Control Unit Supervisor NOA No.,17-1218.14 Expiration Date: October 23,2019 Ap yrovat Date: February 22,2018 E-1 r Eco Window Systems,LLC { NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS t 1. Statement letter of no financial interest, conformance to and .complying with FBC-2010 and FBC 5f 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 0.3/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, IiET'I48-2192B; HETI-08-2166A and BILM-08-21,660, 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 Produet Control, dated 06/04/08, signed by Manuel Perez, P. E. 1 G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1 through 9 of 9,dated 05/19/14 with the latest revision dated 11/15/17,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B_ TESTS 1. None. a C. CALCULATIONS 1. Structural analysis, complying with FBC 6th Edition (2017), prepared by°Al-Farooq Corporation, dated 11/30/17, 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 i orge 1W Plasencia,P.E. Prod ct Control.Unit Supervisor NOA Na 1T-1118.14 Expiration Date: Qetober 23,2019 Approval Date: February 22,2018 E-2 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F STATEMENTS 1. Statement letter of conformance to FBC fish Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad I Ahmad, P. E- G. OTHERS 1. This NOA revises NOA#14-0529.16, expiring on 10/23/19. s s 7 , 1 { s` ` h { i Jorge M.Plasencia,P.E. Profluct Control Unit Supervisor NOA No..17-1218.14 Expiration Date. October 23,2019 Approval Date: February 22,2018 C E-3 r O ECO-GUARD =SERIES=500= -WINDOW-WIDTH f o IALUMINUM OUTSWING CASEMENT. WINDOW 35" 1 APPROVAL�APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z oo COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHERS 29 3/8" _ z zg I. , FALSE MUNTINS _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING {SURFACE APPLIED} D.L. OPG. f^' N� �" a MIAMI-DADE COUNTY APPROVED'MULLIONS JN-BETWEEN.—- MAY BE USED _ 1 m s +�, m - LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A ] a i� p o ` o f WILL APPLY TO ENTIRE SYSTEM. - 2 r, d H V THIS PRODUCT HAS BEEN DESIGNED AND-TESTED-TO COMPLY WITH JHE,_ `� C H r REQUIREMENTS-OF THE 2014 (5TH--EDrrION)/2017 (6TH-EDITION) FLORIDAI BUILDING-CODE INCLUDING'HIGH VELOCITY HURRICANE ZONE (HVHZ). Ir 1B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE a- /_ Q DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS -- TO THE BUILDING STRUCTURE. C D N y 0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS _ x ` 3 / ii 3 s Q w 0 LL• z AND INSTALLED PER MANUF'5 INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE / II w -•� ""'• MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ ====n===== • C7 .� • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. " =J _ M o t C14 m .. m ��••� ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. n o J n o 'jt o •• " •• ••••" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Z > ---=tt--=== .' '� • • .....• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 3 i i `y •• 0 ...�' •••••• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. I I J 1 0009:9 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION V I " ' 0p FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY -== 11�-`=== U} JL, ••••;• OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR II . I— 7 • 0' WATER INFILTRATION RESISTANCE ETC. B I I 1 . ,�,,, W :0*••; CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 2 F- w•••w• • • AND TO BE REVIEWED BY BUILDING OFFICIAL. V •• - 6 POINT LOCK THESE WINDOWS ARE RATED FOR LARGE & SMALL,MIS_ SILE IMPACT. 12" 3 N SHUTTERS ARE NOT REQUIRED. _ MAX. 1 7'-MAX.—' LOCKING POINTS "' O o� C. MAXIMUM DESIGN LOAD RATING__!!_+ 70.0 PSF ` HEAD HEAD/SILL SEE CHART o Z 000� U21 (FOR SIZES SHOWN OR SMALLER) — 75°0 PSF NO. OF SILL + CORNERS M 00 — — — _ WDW. HEIGHTKEEPERS ¢ Z ,rj o TYPICAL ELEVATION UPTO AT SASH o 0 0 0 26" 2 u0 U L w ..1 38-3/8" 3 _ IN lLI CO M 1/8" TEMP. GLASS f 50-5/8', 4 63" 5 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS m 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS i6 T M u- .090" Interlayer .090" Interlayer .090" Interlayer = N 0 o Trosifol PVB Trosifol PVB Trosifol PV8 0 W a B `kurara America, Inc.' Q a " By 'kuroray America, Inc.' By 'kuraray America, Inc.' - Y Y g 11/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS3/16" HEAT STREN'D. GLASS m d Q: SILICONE gg. SILICONE a SILICONE NOTE: m DOW CORNING 899 F m DOW CORNING 899 m DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE z Mz z �, BASED ON ASTM E1300-09 (3 SEC. GUSTS) o H (ng ( AND FLORIDA BUILDING COMMISSION �2 o o g o `S g i. I: g I: I: II I U I: I: > c� 3 ;! c� 3A ]! ii ij r O 3B 9 I i! DECLARATORY STATEMENT DCA05—DEC-219 2 o w to to ii ii !' II II i' j' I` LO it it I I I �6lilfddd I I: 20 20 I! I. 1! I: I: 20 EN$ � in 04 O O O . N D: f5 i:t?7'l'.I jla`i`?4Vtu2 ti3C r"Fa. i O ~ ' 19 AER T 1/4 SIZES 21 Expra"14on Lute , v W v N. SETTING BLOCKS AT INSUL. LAM. GLASS p . � NOTCH GLAZING BEAD LEG B' Gnd 2& :® TE OC: +!� drawing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GIASS TYPE `B' T-4xan1,i1)a&Pia&wtC"Itre oFOOo�:.. �`.� W 1 1 -05 GLAZING OPTIONS �� SAL� � sheet 1 of 6 dddlldt� EDGE DIST. TYPICAL ANCHORSSEE V O f U ui •FOR SSPA ING� } WOOD BUCK x 0 o :'.f• � ... METAL F�--=-----—------ I { a a EDGE STRUCTURE {I MIAMI-DARE COUNTY APPROVED I{ EDGE °• a d ' a ° 4 ° d• DIST. I I MUWON & MULLION ANCHORS I{ DIST. Z ro h 3 d a 4 .e ° a ,`v d x ° a , i SEE SEPARATE NOA O W Q DISI. iN o Q a d I � >L fA ter 10 vi 4- N rl 1A t q a o °a ji�ZA TYPICAL ANCHORS G a o 2 + SEE ELEV. O 06 I ji�ZA TYPICAL ANCHORS FOR SPACING 0 O SEE ELEV. - - - - - - - • Z HLLO '• •• ••••�• 5 FOR SPACING ij TYPICAL ANCHORS: SEE ELEV. FOR SPACING W mt 3 •N ....•• !I I -1/4" DIA._ ULTRA ON BY 'ELCO' (FL;:--V77 KSI'F3F-MKS1) •• • • ii WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 26Y WOOD BUCKS OR WOOD^STRUCTURES ; •• •' •••••• I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • •'` • '�} • • !! 1 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) U ••••• q I AND TRANSFER THEM TO THE BUILDING STRUCTURE. _ _ _ __ _ _ _ 00 J U) •••••• TH RU 18Y BUCKS INTO CONIC. OR BLOCKS-- •• om� "� W ••••;• ii 11-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)_ N 1-1/4" MIN. EMBED INTO BLOCKS_ (JAMBS)_ 1 •• g 0 '••••• • . o• W :..fo. jl DIRECTLY INTO CONCRETE OR BLOCKS : N r •• • •••: fi I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ••; 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N i! = W a X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c°'v F o W INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O o0 g W o E" ij ii a (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z 00 d ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) z o i! i! z STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o Oa o I! I! W (STEEL IN CONTACT WITt{ ALUMINUM TO BE PLATED OR PAINTED) Ln U to w W ao m W ii r uoi 912 SMS OR SELF-DRILLING'SCREWS-(GRADE 2 -CRS) ir I I I (INTO MIAMI-DADE COUNTY APPROVED MULLIONS-= A •(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM_SPACE) a ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)_— m x !I iI I � � 5STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N N i! i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR'PAINTED) 2 o o o II it 13 _44 a ~ ~ T TYPICAL EDGE DISTANCE J o g _ y < a c 1 B 1INTO CONCRETE AND, MASONRY_ = 2_1/2" MIN. °' Rn 2 + + WOOD BUCK '—INTO-WOOD STRUCTURE = 1" MIN. 17 INTO,METAL STRUCTURE = 3/4" MIN, O "s' 16 WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. o o r � N N CONCRETE AT HEAD, SILL OR JAMBS f C - 3000 PSI MIN. > o o d S + ;c cn + a in, C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm = 2000 PSI MIN. 2 S U o w w AH _ ° a 4° ar d ' •• :v.D ,� .. c? ;7f.;_s;�ri;� :Ji35i flit:z`33Y..Si.�$ e � o .a � °u .4 a ° .a d. ■ v v• >_ - !�::bSI::f7Y;�:°-J�C;r,<:;: 'S i t d ° d Z ° D p I v. v r,:t:,,t= "t r dr�01�•2 �` v v ° I TYPICAL ANCHORS TYPICAL ANCHORS` Fnipirvibo f",Dime.. ! ••�� a SEE ELEV. °' SEE ELEV. d FOR SPACING FOR SPACING' ATE OF �� drawing no. EDGE DIST. _I EDGE DIST. �I ir�_7±L'rile r��i'tae�C:srts i�� • �� i ��i�� `�� sheet 2 of 6 LJ O r-1/4_MAX. 1/4„ MAX 11 SHIMS 1/4" MAX. Z h 3 SHIM rO WO SHIM 0 h < �J 5 ` WOOD BUCKLu4A 8 12r 1 a. 18 4 'r•; °}p TYPICAL ANCHORS 2BY WOOD BUC �' O N 0 V SEE ELEV. Elic`[ TYPICAL ANCHORS ----------SCREEN OPT. --------'-------- o. FOR SPACING OD STRU RE SEE ELEV. -- - - C FOR SPACING 1 1/2 V t N N + V g `•I ° . _ _ O �� - - - - - - --- - -- --------- ..... - - - - - - - - - - 0 on..a< 0 ca wo + Lu Iml J0J LLJ LL ul z V1' • .... . Luc 7 w •• Z M • 8 , ? TYPICAL ANCHORS w to • • ...... 1 EXTERIOR SEE ELEV. •• • a °METAL FOR SPACING "• // •• :' : STRUCTURE D.L. OPG. 00 0••• •• 000•'�. 00000 VENT WIDTH ••• � J . I. •••••• • �• •• ek o • WINDOW WIDTH .• Q U? *— • • � 2 .... • Lu 0 ,, . • 000*00 • N •• • N V) `MIAMI-DADE COUNTY o J _APPROVED MULLION Z SEE SEPARATE NOA- _ r TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING - I W m:2 r— --n ------- I I I I II rl firm- II II � n o LOf o 11 IIC z o + I I + V ? Q L—_—� zo a � 5, z � co M �2 2 n WINDOW WIDTH WINDOW WIDTH o o W N • j g b 0 0 ``��}}111tatrteee _ _ ^5 S'i�Ri'iF,¢I)sF?g A.'3YI'p tt?e Fle'7rI& Buildi 20 e..v,,3€raLion I?a't� (3a v u i ti AiEOP •�� drawing no. `Aiami Dade Product Clontrat ORID..-' W1 1 1 -05 �tftllll}�, sheat 3 of 6 0 EDGE DIST. __________ __ EDGE DIST. METAL �r----------------__-_ _-�l _ TYPICAL ANCHORS STRUCTURE II MIAMI-DADE COUNTY APPROVED 11 ° o SEE ELEV. FOR SPACING j I MULLION & MULLION ANCHORS i I z tq SEE SEPARATE NOA I1 ` h J d G �1 Z ° ° I EDGE DIST. 11 F W I 11am- • L==—_-- ------------ ---J N I 15 � y � 15 � N 1 15 � �j�h \ \ v ALT. Q►0—M c OIN - _ - 74A�N�CHORS zdO - -TYPICAL ANCHORS TYPICA • •� Y p�.h •. SEE ELEV. SEE ELEV. (0 FOR SPACING FOR SPACING •• z IG sis•.- • •••••• 04 ICE .. ... •.... •• 1- ro• • • • ••• F-- F- x �••••• • w LL, • • Z Y QI 3 _c 06" � C � j 1/4^ MAX. m z �` _ SHIMS ALT. 3 Z i 15 N-J M o `p 0 J TYPICAL ANCHORS N W 7- SEE SEE ELEV. FOR SPACING 4 ' d P El NL4'TYPICAL ANCHORS o 0 0 W o SEE ELEV. FOR SPACING n 4 a L 4 0 o W � '°' .a •. N W a a .4 m � � 0 CL Z 4 :, (A •C�0 ALT. ; I � ,,ti14111111!// 15 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ��'• EN SF ® N " . .. . :3S<:;ti�9��s N .40,592 •+ a D'•a .D l�ti;l li;:VitY c?4v m U d s 1-10m. ut STATE OF '•�� drawing no. W1 1 -0 EDGE DIST. ONAL `\`� I///111111 W sheet 4 of 6 o [^-2.750 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/StLL/JAMB 6063-T6 o .500 2 E502 4 VENT 6063-T6 - 3 FYI 08 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063-T8 - Z M S 1.330 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - ZZ 062 38 FY109 AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 E_ ]s,---I-- - Fs a 4 E508 AS REQD. SNUBBER - VENT, FULL LENGTH 6063-T6 - Q p v G O 078 2.821 4A E509 AS REQD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - G -�rj M U 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4" AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS ttIauu- 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB j 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFABa a a m C 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SDS Q fL A a O FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH C N N 12 6/ VENT KEEPER STEEL 2.354 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH z • •s•• • 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEELoe • —1.330-115 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL z M : •••••• 2.688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS • • 062 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - s • •• • • --� 18 f8 X 3/4" AS REQD. F1 I SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.0 ti 0 • •rn • • 2.094 372 .500 _j 769 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPDM DUROMETER 80±5 SHORE A • � J ••• U), 372 062 2.$13 _j 20 FLB-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE • • ••• • • • .896 2.611 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL • (n • ••••s• SEALANT: • 9• W ••• -- • .719 .590 t 5 FLUSH FRAME ADAPTER I- L .• !�' •• �' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH V) Lir .. SCHNEE-MOREHEAD SM5504 SEAM SEALER. 1.582 -1.750-1PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. c� co N T QI tin Q 6 to � O2 VENT 493 LOCKS: o 00Ln 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY `TRUTH' yy rT AT FRAME JAMB o O N M LLOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL Ca o 0 �— eu FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. '�' W 00� •803 L.045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES "' 493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT j mW O GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS ti ^ SEE CHART ON SHEET 1 FOR QUANTITIESo 0 245 - S o it o �.13o HINGES: L a i 3- 7s�----- _� 120 TTS TOPANDGES BOTTOMOCORNERS 0.400 BY TRUTH' .8o 045 LOCATED —� FASTENED WITH (2) #10 X 5/8 P PH SELF DRILLING SCREWS 1.256 "' ^ 1.172 J c41 ° N N 0 OPERATOR: 6 000 O GLAZING BEAD (INSUL LAM. GLASS) O SNUBBER - FRAME SINGLE ARM ROTO OPERATOR #52.1 c i 3.012 BY TRUTH LOCATED AT SILL END FASTENED WITH (6) #10 X 1 P PH SMS .394` .245 OPERATOR TRACK #30175 AT BOTTOM RAILT - ��` �, �c�n1sF° •"V F�� N :° FASTENED WITH (2) #10 X 1"- P PH SMS _ y +�'.. : .. ty,3"s;s'3b.��rT1L:i•$ 0 d.5992 a O 803 .050 .780 .120 :._, :,; = — a _ ^ li ANTI—SAG SKATES: "'``'` jo�t.ztCC [Ij u VINYL ANTI—SAG SKATES BY 'M&M PLASTICS' ..x�,,.�,v: �.t�•. i—ei �{e i 1.047 '720 L (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS '�6�0\ drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE `v- !10441. .'°��®�`� Wl 1 -05 I 3B GLAZING BEAD (7/16" LAM. GLASS) O SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ,''� ®NAL 1�� sheet 5 of 6 z �\/ v W LO 0 i z � 3 H 1C 4 0 IrkO Ham, 14 / o E m 7 p IL0Q vi - - - Cc � No W Z � CN. I� Q LLI(�`y� 0000•• / ••• z (n • ••••.• ' 7 • • .•• 0000.• • 0000•• • / I .. (3 • • .�., _j • (• 0000•• OD / I �•• 3 • V ,� • c • 0000•• • G •0004] / 0 W • v .00900 V) F-(0 U� 0 0� ❑ 00 I I � 3 Z o oO N J I LO W ago m VENT CORNER FRAME CORNER _ SL) N � n o w ~ N G Z U 6 Z Z O C Oi ri P 0 N N O O O O L C U O W 4 4')�Um REVISE€? O � p€r 3yFRg etdn€t€t tCnd _ N 70 CO& Acimptf.moe 1'1' 16 L: �y 5�-_�� ®•• 3 OF � �� drawing no. t"T !.Redeps la cot*-ci �, �'° • .<0�21UP`.• ��,` W1 1 drJ NAL.>>� sheet 6 2L6j 3 0 LLJ I Z Mei �' u u iil UI I I I I,rl I it w IJ I,I ----� I ► II ► 1 Q �"► D 0 6 c� 4.060GLAZAL ING PRODUCT Q N ti Lu T4 --- i 11 00 Lm it I • • Q m 5 U. ,^q •• TYPICAL DOW FRAk€E �l i I •••• Z A ••••i• I! • • 6.000 / it •••i ��I .•i••••i 'MULUON SYSTEM IS.RATED FOR LARGE. MISSILE IMPACT. _ ••• • -AND CAN BE USED WITH ALL MIAMI—DADE COUNTY—APPROVED •••• cj • • IMPACT AND;NON—IMPACT RESISTANT PRUOUCTS. _� •.••• - - 3.000 _00 ; 0 �--r ••:• i `U•••••Ln •••••• •• • J' • 00 co • _ ••• • • RECTANGULAR ALUMINUM TUBE Mli JO S ��VTUBULARAPES • • •� • USING MULLION PROPERTIES C>-NLY L2.000 ALLOY =_ 5063—T5 J_I rrt••••'�' • W • LLI w } � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTTii THE -� M, 0 F- REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE MULLIONS CONTANING TYPICAL GLAZING—PRODUCTS i 'INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ 1 , HORIZONTAL OR VERTICAL r - I �� r n Uz ALL GLAZING PRODUCTS USED WITH THESE MUJONS MUST MEET THE O I APPUCAB.L.E BUILDING CODE REQUIREMENTS I_£: IMND LOAD, WATER SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING z rn j INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z Z_ �LL. 00D0 1BY OR 25Y WOOD -BUCKS & BUCK FASTENERS BY OTHERS. MUST BE 0 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPILI D PRODUCT LOADS TO THE BUILDING STRUM II U R£: 0 C,4 J v i 0 ANCHORS SHALL$E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS � W 03 AND INSTALLED PER MANUrS INSTRUCTION& SPECW1[ED EMBEDMENT TO BASE. MATERIAL SHALL BE BEYOND WALL DRESSING OR 'STUCCO. i A LOAD .DUP,AMON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY- ALL NL Y- ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE MATERIALS INCLUDING .BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I COME. INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET' THE ^ REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. p N THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR S WATER INFILTRATION RESISTANCE ETC. m CONDITIONS NOT SHOWN IN- THIS .DR.AWING ARE TO BE ANALYZED SEPARATELY, AND TO .BE REVIEWED BY BUILDING OFFICIAL. I d7 h m INSTRUCTIONS . TG USE CHARTS AND GRAPHS AS FOLLOWS. 1 a I srr? I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAP OPENING. `3 'qqS ptp,} A4te ��,`�p+1y. Y K 7i V eit I4 `~` u 9EiENS4 $ O S� USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS — — - — — ME TWIG ABOVE LOAD REQUIREMENTS. — STEP 3_ USE CONNECTION TO MULLION AS PER PRODUCT PRODUCT REVFSED /� r o APPROVAL- as complying with=the Florida +� 7�� USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Bvildig Lade - I.i s . v _ I - STEP 4 QESIGN RATING MORE THAN DESIGN .LOAD SPECIFIED NOA-No. �T-'Ik2'I8.14 m l��i� IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS Expiration Date 10!23/201:9 �®.• � OF .•�l�o drawing no. STEP ON SHEET 4 SELECT ANCHOR TYPE WITH DESIGN RATING B ��° • IDP.•° �� e M 1 4—�1 l MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE r ® IVI Miami roduat Control //� \ `sheet ) 1 of 9 { 1.000 2.000 1.000-. 2.000 000 125 _.125 f 2. �__E o 375 ""- T— ! 125 "� 1 A00 }� i- L.000 �-- Q I I J—� 125 375 Q 125 125 � O v .000 .125 4 4.000 I/+ •� - 3.000 G u 3.000 T25 t1f- 6.000 8.000 �-13 G d .375 .375 .125 250 •0 41 op • ••• - � - - - - - - - .�Yny to� � . '• _ ••.••• LI Ed • • Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix = 1.538 IN\4 i% = 3.1878 IN\¢ Ix 2.9762 IN\a �►i m • •.; •• • S% _ .6335 IN\3 Sx = 1.0187 IN\3 SS = 1.0254 IN\3 Sx = 1.5939 IN\3 SX = 1.4881 iN\3 • q • d_ -J 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 ..... q STD. MULLION c-STD MULLION � � CUSTOM MllLUON CUSTOM MULLION STD. "MULLION ( jam. -. •o ..... 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 I tt •� •• ��•••• I • a � Ix = 8.2757 IN\4 IS = 15.2031 tN\4 Z `� m •....• o Sx = 2_758$ IN\3 Sm - 5.0-677 IN\3 g • •. •Lj • • s -2. x6 2x6 � � � •. • STD. MULLION F VY M U1_Lf O N LL g 6063-76 6063 T6 W }- f>' m .ice En ~ t P7 N I+} in Z Z 3u- cc Q� � In 0M 1 L_j� --{ .718 � f�-776 m 2.125 2.125 t" p .125 .1.25 hhh"'"' .125 Tt P. ( ! n'P• I L w 0 2.000 I IIr7 J. I 5-500— NOTCH .500 NOTCH NOZ!n; OPTIONAL ! OPTIOr1_; ,yyyySliili�r�, �r 1 2' ,`� MIN. . �, aPRODUCT'REWSED 7 921/2" as comp".S Kith the Florida1�2" MlN. BnFtding e o r NOA-NO. 1.7121$,.14 :m a v MIN_ a Expires jon-Date 1-012312019 •�®�• . TikTEOF ��,�� drawing no. ANGLE CLIP MULLION CLIP — MULLION CLI#' if�IF>lami- a Product Control ��®ONA.� ��` �^ ��Dlflflyyyy tSheet 2 cf� 6063-T6 \ 60b3-T6' - 6063T6 I DESIGN LOAD CAPACITY -::.-PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) V, WIDOW DIMS. I I X 3 1 X 4 7 '1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. i X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 � o WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. CAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD• STD. CUSTOM CUSTOM STD. STD. HEAVY � 19-1/S' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 75.3 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.9 56.0 120.0 120.0 Z ka w 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 54.3 103.4 88:0 120.0 120.0 120.0 120.0 26-1/2' - - - 43.2 40.4 110.9 120.0 p 3p" 121a.0 120.0 120.0 120.0 120.0 120.0 130.0 30" 48.0 91.3 77.7 120.0 120.0 120.0 120.0 30' - - - 38.2 35.7 97.9 120-0 N 37' 120.0 120.0 120.0 120.0 120.4 120.0 120.0 37" 38.9 74.0 63.0 111.9 116.3 120.0 120.0 37- - - - 30.9 28.9 79.4 120.00 o m 42' 120.0 120.0 120.0 _ 120.0 120.0 120.0 120.0 42" 34.3 652 55.5 98.6 1024 120.0 120.0 42 - - - 27.3 25.5 69.9 120.0 d EuN 48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 48" 74-1/4" 30.0 57.1 48.6 86.3 89.6 120.0 120.0 48" 120' - - - 23.8 22.3 61.2 111.8 a 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 25.7 50.7 43.2 76.7 79.7 120.0 120.0 54' - - - 21.2 - 54.4 99.4 Q 60" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60" 24.0 45.7 38.9 69.0 71.7 120.0 120.0 60" - - - - - 49.0 89.5 C yj ei 66" 102.3 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.8 41.5 33.3 627 65.2 119.7 120.0 66' - - - - - 44.5 81.3 d M 72' 93.8 120.0 120.0 120.0 120.0 120.0 120.0 72' 38.0 32.4 57.5 59.7 109.7 120.0 72" - - - - - 40.8 74.6 0 . p •• ••• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 52.0 110.6 84.2 120.0 120.0 120.0 120.0 19-1/8" _ - - - 45.0 42.0 116.8 120.0 fe•01�C A • •• •••••• - 26=]/2' 120.0 -1-20.0- 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.5 79.8 60.8 120.0 117.7 120.0 120.0 25-1./2' - - - 32.5 30.3 84.3 120.0 044 (fit rp • • • 30" ' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 33.2 70.5 53.7 106.3 104,0 120.0 120.0 30" - - - 28.7 26.8 74.5 120.0 '1 Aso "g t, •• •••••• 37' 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.9 57.2 1 43.5 86.2 84.3 120.0 1120.0 37" - - - 23.2 21.7 60.4 110.8 • •• ••••i 42' 120.0 120.0 120.0 1120.0- 120.0 170.0 120.0 42' 23.7 50.4 38.3 76.0 I 74.3 120.0 120.0 42' - - - 20.5 - 53.2 97:6 • • 116.8 120.0 120.0 T20.0 120.0 120.0 120.0 Q. 84' 20_7 44.1 33.5 66..5 65.0 -120.0 120:0 48' 132" - - 46.5 85.4 • • 4F • ••i••• N 54' t03.8 120.0 120.0 120;0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54' - - - - 41.4 75.9 • • m •i •••••• **low• Ln 60' 93.4 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.3 26.8 53.2 52.0 102.2 120.0 60' - - - - 37.2 68.4 -.tj I • LO • 66" 84:9 120.0 120.0 120.0 120.0 120.0 120.0 66" - 321 24.4 48.3 47.3 92.9 120-0 66" - - - - 33.8 62.T i w • ••••i• • 72" 77.9 120.0 '120_0 120.0 120.0 120.0 120. 72' - 24.4 22.4 44.3 43.3 85.2 120.0 72" -- - - - - 31.0 57.0 jjj O • • em •••••• 19-1/8' 120.0 120,0 120.0 120.0 1.20.0 T20.0 120.0 19-1/8" ILLJ 34.8 74.8 58.4 116.9 109..3 12.-.0 120.0 19-1/8" - - - 34.6 32.4 90.0 1 120.0 ••• • • • 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2 - - - 25.0 23:4 64.9 119.2 30" 120.0 120.0 120.0 120.0 120.0 1120.0 120.0 30' 22.2 47.7 36:0 74.5 69.7 1-20.0 120.0 30" - - 22.1 20.6 57.4 105.3Jj :! 31- 103.1 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.7 29.2 60.4 56.5 120.0 120.0 37" - - - - - 46.5 85.4 m D � 42" 90.8 120.0 120.0 120.0 120.0 120.0 120.0 42" - 34.1 25.7 53.2 49.8 110.9 120.0 42' - - - - - 41.0 75.2 F- �p j ro m 48" 50-5/8- 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48' 96' - 29..8 22.5 46.6 43.5 97.0 120.0 48' 144" - - 35.8 55.8 cG Q � / I 54" 70.6 112.5 11 1.6 120.0 120.0 120.0 120.0 54" - 26.5 - 41.4 38.7 662 120.0 54' - - - - - 31.9 58.5 Z Z 0 60" 63.6 r 101.3 100.4 120.0 120.0 120.0 120.0 60" - 23.8 - 37.3 34:8 77.6 120.0 60' - - - - - 28.7 52.6 Z 's 66" 57.8 92.1 91.3 120.0 120.0 120.0 120.0 66' - 21.7 - 33.9 31.7 70.6 124.0 66" - - - - 26.1 47.9 res } 72' 53.0 .84.4 83.7 120.0 120.0 120.0 120.0 72' - - - 31-1 29.0 64.7 118.3 72' - - - - 23-9 43.9 Q U C) lu 0� 19-1/8" 120.0 120,0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 82.1 76.8 120.0 120.0 26-1/2' 89.0 120.0 120-0 1.20.0 120.0 , 120.0 120.0 26-1/2' - - - 51.3 65.4 120.0 120.0 ARCHES TO BE INSCRIBED �HARIZO IAL MULLION / i INSIDE 111ECTANGULAR SHAPE �30. 78.6 120.0 120.0 120.0 '120.0 120.0 120.0 30' I - - - 523 48.9 120.0 120.0 37 63.7 104.3 103.2 120.0 120.0 120.0 120.0 37" r 424 I 39.7 i 98 7 120 0 ��%�GLAZING37.4 35.0 87.0 1.20.0 i� PRODUCT42" 56.1 91..9 90 9 720.0 120.0 120 0 120.0 42" - - VERTICALI 48' XB3' 4S.1 80.4 78.5 120.0 120.0 120.0 120.0 48" 10$" - - 32.7 30.6 76.1 120.0 i MULLION J c N 54" �. 43.7 71.5 70.7 108.3 111.5 120.0 120.0 54" - - - 29.1 27.2 67.6 120.0 I I Z o_ 6pL 39.3 64.3 63-6 97.5 100.3 i 2C� 120.0 60' - - - 26.2 24.5 60.9 1:,1.3 GLAZING GLAZING ¢ L n PRODUCT PRODUCT f 66 35:7 58.5 57:8 88.6 91.2 120.0 120.0 fib" , 23.8 222 55.3 101.2 �I °� I �Io 72" :.2.7 53.6 53.0 81.3 83.6 1 120.0 , 120.0 72' - - - 21.8 20.4 1 50.7 92.7 I GLAZING GRAZING ©D PRODUCT I�� PRODUCT ALL LOADS ARE EXT.(-?-)/INT.(--'/. 7 G Wl W2 I q MULLION SPAN AF •�IO Q I NOTE. MULLICINS RATED IN THESE CHARTS MAY BE ORIENT© f-: =; ��`�11LI►trr�� !!` _ { VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEI`rl37. . .��y I PRODUCT REVISED a� 2 LW, D.TA (W) - Wt T W2 as c replying with the Florida _� 2 Building Code _ + _ $ m o N OA PIo. 17-1218.14 _ Expiratlon Date 10/23/2019 0 � E OF IAF drawing no. BVI-u- Llj 0 N SB� , � .�4�3R D�;.• � M 14-01 Mia Product Control ��/o"ONA �� ` ` �frrllj4l►� (sheet 3 of 9 , i DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSFV w WINDOW DIMS. ANCHORS TYPE WINDOW DWS. AZ�iCAORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W) MULL SPAN A2 A*- A6 B2 $4a Bob WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 AG B2 B4a B4b - -ti 120.0 120.0 120.0 120.0 120,0 120.0 19-1/8 120..0 120.0 120.0 101.4 120.0 120.0 1-9-1/8" 97.9 120.0 120.0 52.7 90.4 120.0 Z 00 m 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 28=Y/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2' 70.6 120.0 120.0 45.3 65.2 90.6 � ami 0_ 30" 120.0 120.0 120.0 120.0 120.0 120.0 30 100.8 120.0 120.0 64.6 93.1 12-0.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 3 37' Y 20.0 124.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52A 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 � O C� J M 42' 120.0 t2tLO 120.0 89.3 120.0 120.0 42' 72.0 120.0 120.0 46.2 66.5 92.4 42' 44.6 77.7 116.6 28.5 41.1 -57.1 Q 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48 74-1/4" 63.0 109.9 120.0 40.4 582 80 8 48' 120" 39.0 68.0 102.4 25 0 36.0 50.0 IX 0 { 16 54' 108.4 120:0 120.0 69.5 100.1 120-0 54" 56.0 97.7 120.0 35S 513 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 Q �m h 60' 97.6 120.0 120.0 62.5 90.1 120:0 60' 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28..8 40.0 V �{ 66" 88,.7 120.0 120.0 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - .262 36.4 Q'"��m 72' 81.3 1210 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72' 26.0 45.3 68.0 24.0 33.3 Q 0-G G � • •• 19-1/8, 120.0 .. 120.0 120.0 120-0 120.0 120-0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8' 89.0 120.0 120.0 57.0 821 114.1 O 0 0• 0090" 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 100.9 1.20.0 120.0 64.7 93.2 120.0 26-1/2' 64.2 1120 120.0 41.2 59.3 82.3 4 � • -• • 1r30' t20.0 ' 120.01 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 48.9 120.0 36.4 52.4 72 7 4 9 C-g - • '• ••••:• 137' 120.0 120.0- 120.0 92.7 120.0 120.0 37' 72-3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80 2 120.0 29.E 42 5 59.0 1 Y m d v•••• 42' 120.0 120-0 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 40.8 5&.8 81.6 42" 40.5 70.6 106-0 26.0 37.4 51.9 L•s 0 i a� J P. • • 48' 42'y` 111.4 120.0 120.0 71.4 1029 120.0 48' 84" 55.7 9:7.1 1 120.0 35.7 51,4 71.4 48" 132 35.5 61.8 92-7 227 32.7 1 45.5 • • 54 99.0 120.0 120.0 63 5 91.4 120.0 54" 49 5 86.3 120.0 31.? 45/ 63.5 54' 31.5 54.9 82.4 20.2 29.1 40.4 •• • o i 00:00*•••• • •••••• 60' 89.1 1 120.0 120.0 57.1 82.3 T14.3 60° 44.6 77.7 116,6 28.5 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 •� 45 I •• 66' 81.0 120.0 120.0 51 A 74.8 103.9 66' 40.5 70.6 106,0 26.0 37,4 51,9 66" 25 B 45.0 E7.4 - 23.8 33.1 z •-i • • • Z ••gyp• • •••••• 72' 74.3 120.0 1-20.0 47.6 68.15 95.2 72' 37.1 548 97.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21.8 30.3 • O • - • 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120,0 14-i/8" 81.6 120.0 120..0 62.3 75.3 104.6 :-j W •• • • • 26-1/2 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2' 88.3 120.0 1253.0 56:6 8Y 5 Y13.2 26-1/2' 15$9 1026 120 37.7 54.3 75.5 = .r 30' 1-20.0 120.0 120.0 94.8 120.0 112010 30' 78.0 120.0 120_0 50.0 72-0 100.0 30' 520 -90,7 120.0 333 48.0 66.7 W 37" 119.9 120.0 120.4 76.9 11.0.7 120.0 37' -63.2 11-0.3 120.0 40L 58.4 8.1.1 37' 42.2 73.5 110.3 27.0 38,9 54.1 M V) ()� 42' 105.7 120.0 120.0 67.7 97.5 120.0 42" .55.7 97.1 120.0 35.7 51.4 71.4 42` 37.1 64.8 97.1 23.8 34.3 47:6 48.8 85.0 120.0 31.3 45.0 62.5 48 144" 32.5 56.7 85.0 20.8 30.0 41.7 0 Q!h 48' 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48' g6' 7E 54" 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 z ro 60° 74.0 120.0 1 120.0 47.4 68.3 94.8 60' 39.0 68.0 1.02.0 25.0 36:0 50.0 60' 25.0 45.3 68.0 - 24.0 33.3 z 3: z6 a 6£" 67 2 11'.2 120:0 43.1 62.1 86.2 I 66' 35.5 61.8 92.7 227 32.7 45.5 65 23.6 41.2 61.8 - 21.8 30.3 N J v 1 72" 61.8 101.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41-7 72" 21.7 37:8 56.7 - 20.0 27.8 Q 0 C3� . 1Co9LU -1/8" 120.0 520.0 120-0 1195 120.0 12D.0 19-1/8" 108.8 120.0 120-0 69.7 100.4 120.0 ARCHES.TO BE INSCRIBED W TYPICAL y F INSIDE RECTANGULAR SHAPE 26-1/2- 120.0 1201 120.0 86.3 120.0 120.0 26-1/2- 78.5 i 20.G 120.0 50.3 72.5 10016 g1 iC1+pR$ AN HO I ANCHORS r 30' 11 118.9 120.0 12.0.0 762 109.7 120.0 3>i' 69.3 120.0 120.0 44.4 640 88.9 ` �HDRLONTAL MULLION 37' 96.4 1.20.4 120.0 61:8 89:0 120.0 37' 56.2 I .98.0 120.0 36.0 51..9 72.1 999 I 42" 84.9 120 120.0 54.4 78.4 108.8 42' 49.5 86z 1 120.0 31.7 45,7 63.5 I �'' GL4ZING �\� m i VERTICAL i- PROOUIT �. 3 i 48' 63• _y 74.3 120.0 120.0 47.6 68.6 952 48' 108" 43.3 75.6 113.3 27.8 40.0 55.6 MULLION r 54' 661 115.1 120.0 423 61.0 84.7 54' 38.5 67.2 100.7 24.7 1 35.6 49.4 O Z¢ p c 60' 59.4 103.6 120.0 38.1 54.9 76.2 60" 347 60A 90.7 22.2 32.0 44.4 ~ 1 PRODUCT FR DUCT D 1 N 0 1 66' 541 94.2 120.0 34.6 49.9 69.3 6'6' 31.5 54.9 82.4 20.2 29.1 40.4 3 j 72' i 49.5 86.3 120.0 31.7 � 45.7 ' 63.5 72' 28 9 50.4 75.6 - 26.7 37.0 GLAZING GLAZING PRODUCT PRODUCT TTPICALs ALL LOADS ARE Ex%(+)/iNT.(-). 1 �� y I' W2 I MULUON SPAN NOTE: Q ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER TYPICAL MULLION ARRANGEVEN T S LOCATIONS AT HEAD, SILL OR JAMB ENDS. A�°9 p s WLD.iH YV = W1 `X2 `\\ - III FOR ANCHORS DESCRI: TION I SEE SHEETS 5 THkJ 9. t � 2 %� �� ,,t� �s�c .•\`� !� I {INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) / PRODUCT REVISED 7 T as complying with the FloridaBuilding Code o U NOA-No. 17-121&14 ` �p Expiration Date 101231201.9 �l � ging no. - ,NCitORS,. M14-01 Miami- 8 Product Control '9011 11 TYPICAL ANCHORS TYPICAL ANCHORS 4 �I 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE d \ Z \ aNR \ GZ o R OR E' g I U I I M UILA E 0 � ` II \ < it II \ � Ir IInF g IL---------- I I i E O I I I I FLOATING CLIP I I 1 1 2 X 2 K 1/8" 0` o I I I SNUG FIT INSIDE MULL U LI ALUM ANGL {�,p t'aqj� • •f { I I � fr d • • •••••• #14 SMS t I #14 SMS I I m - - - 1-3/4" O.C. MIN l I 1_3/4., O.C. MIN. I I - - a N • •• 2 PER ANGLE �� •• ,• ffffi• 4 PER CUP !•-b 1 5 • ''d'?,0 • ,.... • N • • •: . ion • ,fff.• { fY1 1 • t7 • Z J I LW Lf) • ffffff • O • i9 I • '� , I � .W •f v ' • ANCN—ORS TYPE `A2' �'YFiC�;, AtvcHos: LL ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. M V) ��p 1/4" DFA- ULTRACONS1:8Y `ELCO'_- :)CONCRETE 1-3/4" 2-1/2,11 P j? t o> { l(Fu=177 KSI, Fy=155 KSI) 0 rrJ CC 00 1/4" DIA. SELF DRILLING SCREWS LO METAL 1/$" 3/4" Z 4 f- (GRADE 5 CRS, Z _ ?y TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE = Vc = 3000 PSI MIN. z M 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \ \ \\ \\ METAL = 1/8' MIN. THK. STEEL Fy - .36 KS! MIN. Q 0 O p CO>NbRET✓\ 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) LJ JW OR R \\\ \' rfi) `�I ANCHORS 'MAY BE HEX OR FZ.AT HEAD.M E r) C ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. 1 1 < I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO SE PROTECTED m II p t ^ �� WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR p WATER—WHITE METHACRYLATE LACQUER. " II 1 11 1-I 11 t l r 1 N 4 II C1a I° ! I II I I I j 8' w 2 X 2 X 1 SNUG FIT INSIDE MULL U 11If I 1 I I ALUM ANGLE ©c J14 SMSJ I i j14- SMS i I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. ca � 4 PEP. CLIP 2 PER ANGLE o l m t 2 � { ' m o �� ,• ��`01� rite .� is PRODUCT REVISED + f as.conn*ing with the-FiorWa _ Building Code 2- t NOA-No. 17-' 218.1-44 '�� { �----� r—ANCN0RS TYPE A4 a TYPICAL CLQ•_�... . - Expiration-Date 10/2312019 ®�'• ��OF ��'�$!` drawing no. OIaacas:.• �® M1 4-a1 BY ,,f�,�s •.... miami:0 roduct Control / ®�AL 11�\� sheet 5 of_9:) t 1 TYPICAL ANCHORS TYPICAL ANCHORS 0 w 6 PER CLIP (3 ON EACH WING) 3 PER ANGLE � °j 0 p \ \ \ Via. \\ N \ \ Lo►3CR�vE�\ 1 0 v O \ R OR Q � NCN`" M \ I I I M U 1 I I M U E N U. toy 4 II (YRtr� o � 4 00 jl �! lki it Il QQCQ .i •" FLOATING CUP Li I f 2 X 2 X 1/8" _ _ 0 .tA p • ••06:0 SNUG FIT INSIDE MULL LJ U ALUM ANGLE #14 SMS J j j #14 SMS j i w N ' •' 1-3/4" O.C. MIN, I 1 1-3/4" O.C. MIN. I I • .�}•Z_O • • •••••• 6 PER CUP 3 PER ANGLE • •�4 D g ' :•.••� • •• • ••ut • ••••• • • o• • • ri �• • • J ao • 0 Oke • • &J L • • TYPICAL ANCHORS: ANCHUR TYPES SUBSTRATE MIN. EMBED. MIN, EDGE DIST. m F 1/4" DIA, ULTRACQNS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" TYPICAL ANCHORS TYPE 'A6� (Fc=177 KSI RIUJN KSI) O O r� 1/4" DIA. co (SELF GRADE 5 i CRS) SCREWS METAL 1/8" 3/4" Z Z m CONCRETE = f c = 3000 PSI MIN. D Z M METAL = 1/8" MIN. THK. STEEL Fy = 3S KSI MIN. Q I U `p Ip j 1/8" MIN. THK. ALUMINUM (6,.63-.T5 MIN_) W 00:2 F JL ANCHORS MAY 6E HE�_ OR FLAT HEAD. 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