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WS-15-158 GI128 ��' Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AN 2 3 706 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /�` 1 CONTRACTOR DRAWINGS JOB ADDRESS: 144 '" '" ot a st City: Miami Shores /- �1 f'�County: Miami Dade Zip: 331 CO Folio/Parcel#: It _3101 — 0 1& — 00 1 !/ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:: �i FFE: OWNER:Name(Fee Simple Titleholder): �Vd fl ''lG Co 816A C0 Phone#: l�� O l Address: 6 S City: S e: L Zip: Tenant/Lessee Name: Phone#: Email: I V 441 i�Q`COs UOA L 0 to CONTRACTOR:Company Name: 000- U A016 J gtift"A#: Ig V ��� 141 Address: 10 &)W "t 2 S City: wail Q -State: �� Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Compete #: DESIGNER:Architect/Engineer: 41 Address: ,1 City: Zip: Value of Work for this Permit:$ f '0 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace bffemolition Description of Work: W101 low S k4to Wt aY ( M 40 tv IN bd f�G 00.4� C J wl H Gt 4 Z fijo.�•s Specify color of color thru tile: Submittal Fee$S-L) Permit Fee$ 2-40 - QJ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revisedo2/24/2014) 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 constructio l law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorde r mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the buildin #_ ''" ued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be cha ' Signature X/ ��''"�- Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of20 1 ,by day of ,20 ,by o is pe sonally known to ,who is personally known to me or who has produced as me or who Inas,produced as identification and wh an oath. identific*cnjohd who did take an oath. NOTARY PUBLIC: ; �' ""�"���ii�� NOTARY PUBLIC: i Sign: _ Sign: Print: = w ;,�\�< \ = Print• 77 Ls*eal: �� ca�� '�� � Seal: OVED BY - Plans Examiner Zoning Structural Review Clerk a/20ia) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �o2y, �e) G� DATE:.0 I� ADDRESS: 146 ' U) l vi Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entities me to work as my own contractor,I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building-who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning.regulations. Please read and Initial each paragraph. *� s �+► 1. 1 understand that state law requires construction to be J h y a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. �, Initial_ V 3. 1 understand that,as an owner builder,I am the responsibh' record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the jinn his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to lisnumbers on permits and contracts. initial 4. 1 understand that I may build or improve a one family or two-famlly residence�a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.it may not be built or substantially Improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the taw will presume that I built or substantially improved it for sale or lease.—Which violates the exemption. Initial 1 S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 12 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It Is my responsibility to ensure that the persons whom.1 employ have the license required by law and ounty or municipal ordinance. Initial (��s e- A 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.1,as an owner-builder,may be held liable and subjected to serious financial risk for any Injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's Insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial T5- 9. 1 agree that,as the parry legally and financially responsible for this proposed Construction activity,l will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial_ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.mvfioridalicense.com/dbpr/prolcliblindex.htmi Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address; 4 q , Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. initial_ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also Important for you to understand that,if an unlicensed contractor or employee of an Individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be respon _ , for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued,this Wd!a st be completed and signed by the property owner and returned to the local permitting agency responsible for issuing throperty owner's driver license,the notarized signature of the property owner,or other type of verification acceptag agency is required when the permit is issued. Was acknowledged before me this 20 S By xa�'— FLA-r- � ArSt0,-C("W who was personally known to me or who has Produced there License or C�> dAfonC�444� . OWNER )il0tAA V Z ` /OA 1/21/15 JAN ,g 3 2015 WINDO2 v3-10 BY. Wind Load Design per ASCE 7-02 Description: Juan Marcos Blanco HOUSE at 146 NW 92 St.,Miami Shores, FL.33150 IBM Analysis by: Charles C.Mitchell P.E. 11127 User Input Data Calculated Parameters ..;a Structure TyPe.__ _______________________ Budding_______ ________ Importance Factor 1 _______, ' -----• ......•-•-----------• m 68SIC Wind Speed 146_____ mph Non-Hurricane.Hurricane(v-: 5:! f1 mph) Structural Category II Table C6-4 Values F Exposure----_____ C ph.. _________ ------------------------------------------------------------------------------ ----_ ------------------------ --------------------- -------------- -- Struc Nat Frequency�n1) 2 Hz 900.000 Slope of Roof(Theta) 14.04 D of Roof .....!Ipped.--- TyPe ---------------------------------------------------------------------------------------------- Kd(Directonal' Factor) 1 Eave Height(Eht)-............................-•-•--8.66 ft ------------------- ---------------------------------------------------------------------------------------------- Ridge Height(RHt� .....................' ----•--•----•----------------------•--------•--•---•----------------•--••--••-•-•--•-------••. Mean Roof Height Ht 8.25 ft idth Perp.To Wind Dir(B) - 40.00 ft t= ______...........0.105_____________ _____ -----------**Paral.To Wind Dirt) 39.83 ft Bt- 1.000 --•• -•-----•................................ Dam in Ratio beta 0.01 m= 0.154 Red values should be changed on e2 h-main Menu" ---------•---------------------------------------------------0---.6---5--0------------------------ Bm= Calculated Parameters Cc 0.200 --------------------------------------- . ---•---•-•----------- T of Structure .00 f Height/Least Horizontal Dim ----------------••--.... 0.21 Epsilon -�-2 Flexible Structure No Zmin= 15.00 ft Gust Factor Category 1: Rt' d Structures-Sli"WL ed Method Gust1 For rigid structures Nat FM>1 Hz use 0.85 1 0.85 Gust Factor If: mina=s-CompleteA sis m Zmin 15.00 ft •--•• --i0 --------------------- ----------------------------------------------------------...--------...----------------------------------....-------------------------------••-----------•-•---- *0 0- 0 Izm Cc* 33hj"0.167 ; 0. 1 •••• •••••• lam I*(zm/33)"Epsilon ... •427.M ft :-,�..� •. Q (1��1+ : *((Min(B,L)+Ht)/Lzm)"0.63)------------------------"05 0 -0 0.0.0* -------------------------------- ----------------------...-• ---- Gust210.925-al+1.7*Izm*3.4*Q/1+1.7*3.4*Iz96988M 000.0: om Gust Factor Summa • G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used .85 '•:"0 .. .. .. .. ....0. . . 0 0 ...0.. � A Copyright 2002-MECA Enterprises, Inc. www.mecaconsulting.com Page No. 1 of 4 1/21/15 WIN D02 v3-10 Wind Load Design per ASCE 7-02 6.5.12.2.1 Design Wind Pressure-Buildings of All Heights Elev Kz Kzt qz Pressure IbNt"2 Windward Wall* ft Ib/ft^2 +GC--i -GC--i 15 0.85 1.00 46.32 23.16 i 39.84 Table 6-7 Internal Pressure Coefficients for Buildings, GcP1 Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildin s 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 • • ••.. .••••• ••.••• • •••••• ..•• . .. •..•• • •••.•• • • ••..• • • . • • ••••.• Copyright 2002-MECA Enterprises,Inc. www.mecaconsulting.com Page No.2 of 4 • 1/21/15 WIN D02 v3-10 Wind Load Design per ASCE 7-02 Figure 6-3 -External Pressure Coefficients, CP Loads on Main Wind-Force Resisting Systems Variable Formula Value Urms Kh 2 .jj§tq).A 0.85 ...... ......... ..................................................................... Kfii Topographic i 1.00..... ....... ........................ A 2*[*Kh*Kht*Kd 46.32 psf Comp_A.Clad_Table 6-5 Case 1 ... 0.85 U Qhcc 00 256*VA2*i*KhceKht*Kd 46.32 f Wall Pressure Coefficients,Cp Surface I Cp Windward Wall(See Figure 6.5.12.2.1 for Pressures) 1 0.8 Roof Pressure Coefficients,Cp sees Roof Area(sq.ft.) *see:* Reduction Factor V0000 000000 Calculaillons for Wind Normal to 40 ft Face CP Pressure(Vw$ Addihonal Runs may be feqld for other wind directions +GCpI ;fffie! Leeward Walls(Wind Dir Normal to 40 ft wall) -0.50 -28.03 -*44935 Side Walls -0.70 -35.90 *"Q*22 Roof-Wind Normal to Ridge(Theta>=1 0)-for Wind Normal to 40 ft face Windward-Max Negative -0.54 -29.64 *oA4?*86 Leeward Normal to Ridge -0.46 -26.51 &fit 4 Overhang Top(Windward) -0.54 -21.20 -21*20 Overhang Top(Leeward) -0.46 -18.18 '.+1$.fe Overhang Bottom(Applicable on Windward only) 0.80 31.50 31.50 Roof-Wind Parallel to Ridge All Theta)-for Wind Normal to 40 ft face Dist from Windward Edge:0 ft to 4.125 ft -0.90 -43.77 -27.10 Dist from Windward Edge:4.125 ft to 8.25 ft -0.90 -43.77 -27.10 Dist from Windward Edge:8.25 ft to 16.5 ft -0.50 -28.03 -11.35 Dist from Windward Edge:>16.5 ft -0.30 -20.15 -3.47 *Horizontal distance from windward edge Copyright 2002-MECA Enterprises,Inc. www.mecaconsufting.com Page No.3 of 4 • 1/21/15 WIN D02 v3-10 Wind Load Design per ASCE 7-02 Figure 6-5-External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/Ht<=60 ft a= 3.3 =_> 3.30 ft Component "M span Area Zone GCp Wind Press(Ib/ft-2 ft ft) (ftA2) Max Min Max Min ndow A 9.25 5.25 48.56 4 0.88 -0.98 49.05 -53.68 ndow B 6.167 3.198 19.72 4 0.95 1 -1.05 52.25 -56.88 ----------------------------------•-------------------------- --------------------- ---------------------------------------------- b.* -] ------------------------------------------- endow C 9.25 4.208 38.92 5 0.90 -1.19 49.83 -63.53 ---------------------------------•-••• -••---••-•••--•--•.-----------•-••-••--•--------•-- -----•••. -••--••-•--•..... _- ....................................... -• Window -D 3.083 -3.198 9.86 4 1.00 1.10 54.66 -59.29 .............. --•--••--------------Y------_- ----- Window E 2.938 5.146 1...12 5.... 0.97------ : 1:34 53:19 -7010?. 10 ---indoor--- F 6.729 --- 6.146 34.63 4 0.90 -1.00 - -------- ----------------------------------- -Q--Q--- .50.25 - 10xW 10 *0100V Window G 6.063 5.146 31.20 5 0.91 i.. -1.23 ; -6.5.1110 10 ------------------------------------------ --------------------------------------------------------------- -----------------•---•- --•--••--------- Door 1 3.083 6.833 21.07 - ..-. 094 -1.04 10 -- --------------------------------- 4 ---------------- ----- ----�?.41---- Door 21 -6 1 6.667 40.00 5 0.89 --1.19 ......63.3,j-- .-- Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. 9 0 0 0 *0 10 :10'1010; 10 0 10 10 0 .1010. . 1010 1010... 90:60: 0 • 00000 00 00 00 1010 *00000 1000:0: 10 10 0 . 0 • 101010 .10 690*:0 10. 0 10 10 %000: *0 • 0 1010. 0 0 0 10 00 10 Copyright 2002-MECA Enterprises,Inc. www.mecaconsulting.com Page No.4 of 4 MIAMFDADE NIIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERNIIITING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www-mlamlda %ZT/Vra/ 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 (AHA). 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-LdMU APPROVAL DOCUMENT:Drawing No.W12-0$,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 0000 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DFjX4V witp...• sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed$'1 i 0 a a• 2. Laminated glass types G l and G2 are limited to.090"DuPont's PVB and glass type f Y J*iimiteJ To 1ASulated 9 9 9 i 9 laminated glass w/.090"Solutia interlayer. "9.9• •9999• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy,4ty,stagani series •••�' and following statement: 'Miami-Dade County Product Control Approved",noted herein..... 0 00;9•• RENEWAL of this NOA shall be considered after a renewal application has been filed I&d'dlere has no 0000:0 change in the applicable building code negatively affecting the performance of this prodgct.:a: '• • TERMINATION of this NOA will occur after the expiration date or if there has been are vision or LhM"in th; materials,use,and/or manufacture of the product or process.Misuse of this NOA as an • .eBQorsemen 0 0 0090. V 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 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 L Chanda,P.E. NOA No 12-0402.03 Expiration Date:July 19,2017 Nunn• Approval Date: July 19,2012 NIf\0 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-M,titled"Series 600 Alum Outswing Entrance Door(L.M.Lr,sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-1240031 BETI-124003 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-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMF,1300-02&-04. 0000 D. QUALITY ASSURANCE 0090 666066 1. Miami Dade Department of Permitting,Environment,and Regv3� 4 Aff�s�ERA).000• 009:0 0. 06 • , 6 E. MATERIAL CERTIFICATIONS 0000 00 0 6666660 I. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNeineets&Cg.,%c'for 00000 their"Butacite®PVB interlayer",expiring on 12/11/16. 00:00: 0• , ; 66:000 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color m�jj r"issued I0 0060:0 Solutia Inc.,expiring on 05/21/16. 00 , , 6 00 3. XL Edge seal System 201 SS spacer by Cardinal IG. 0 0 0' 00 6 . 6 6 66 . 6 666 :66066 F. STATEMENTS •000 ; 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&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. Test proposal,dated 10/14/11 and 02-21-12 approved bPERA. �� 1• kms. Ishaq L Chanda,P.E. Product Control Examiner NOA No 124MM.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 • . ••. . • . ... •• •• • • e •• •• • • • • • • • • • • • • • ••• • • • • ••• 1/8'HEAT STREN'D, GLASS 3/16"HEAT SIREN D.GLASS �� Q • • • .09F INRERLAYER •• • O9O"INTERLAYER N t i t TA J*PVB%Y'OMNI: ••• euTADITE Pve BY'DUPONT' Z g • •• EAT 7REN'D. ••• 3/18'HEAT STRENro.GLASS Q k' Slu k� SILICONE DOW CpgNfNa 833 86 DOW CORNING 833 ,t •••2 • i•• ••• ••• 28 g t 14 • • • •. • Z p atc SETTING BLOCKS AT LAM.GLASS ROOD.FOR UNG B EXCEEDING JB'ONLY. NOTCH GLAZING BEAD LEG 1O CLEAR BLOCKS GLASS TYPE 'G1' 1/8'TEMP.MASS guy 5/18'AUR SPACE a 1/8°HEAT S11END.GLASS 030°INTERLAYER SAFLEX RIG BY%MMTIA' W 1/8'HEAT STREN'D.GLASUCOSS DOW C an 28z 3T.STEEL Q 'roMETAL SPACER B3 W 15 r 1 SERIES 600 l r SIUCONE \ / ALUMINUM OUTGwnvr ENTRANCE DOO SETTING BLOCKS AT weal.LAM.mAss SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. _ NOTCH ANG BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'GS' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE t • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A e HURRICANE ZONE(HVHZ). g a 18Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS MOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. ,.,.�AVaD AFMAI a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ARE NOT REQUIRED. FLA 732 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. NOT PART OF THIS APPROVAL. $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. OOMEEIALS INCLUDING T NOT INTO CONTACT WITHOTHER DD S�SIMILAR MATETO RIALS SH�ALLWMEET THE S T 2 drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. W1 2-0$ sheet 1 of g . . ... . . . ... . . . . . . . . . • 39 3/4"MAX 75"MAX FRAME WIDTH • WANE STM• ••• e.e • • •. • • . N • • • • A�AD � �" 00 0 Z i e • (41 AT rgO.C• • F 12" a ••• .e• . 12" • . e 5"MAX MED 5"MAX. MAX HEAD COR� r A SLL H�� A _ Su e �1,• 1 . ••• 4r / 1 i l i i�• i i i� �� if Eit \\ n Loac avnaRs > SEE SHEET 7 ~ / 111/ SEE,"T \ t1}y Po RK B if •� �� �8 11,, •� ref T I�`� ;tj, �, i � V �$i \ \ / QQ Z •li io ACTIVE i INACTIVE I ACTIVE 7' � 7E �.Y}; SURFACE APPLIED SURFACE APPLIED W old FALSE MUNTINS CR 25 13/18" FAslUl MUN7p"g OR7 28 15/18• 28 15/18• DEGXXRATIVE GELL D.L.CPO. DECORATIVE GRILL D.L GPC, D.L CPO& MAY BE USED MAY 8E USED NOTE: 37'MAX 37"MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF MOTH BY BUILDING OFFICIAL (X) (XX) DOORS LOAD CAPACITY - PSP DOORS LOAD CAPACYTY - PSP SINGLE DOORS ) DOUBLE(XK) NOTE: DOOR DIMS• LAMMTED GLASS DOOR DIMS. LAMINATED CLAW GLASS CAPACITIES ON THIS SHEET ARE Fy�E FSE BASED ON ASTM E1300-04 (3 SEC. GUSTS) rom HHEW Exr.(+) INr.(-) wroTH � HEOIT EX1.(+) ART.(-) AND FLORIDA BUILDING COMMISSION 39-3/4• 37" 1 BS" 1 70.0 1 75.0 75• 1 3r I W 70.0 75.0 DECLARATORY STATEMENT DCA05-DEC-219 GLASS D.LO. DIMS. q D.L.O. HEICH7 m FRAME HEIGHT — 11.125" "s" AWAO"IAD D.LO. WIDTH (X DOORS) m FRAME WIDTH - 12.813" FGA.P�7]R9Z g D.LO. WIDTH (XX DOORS) - (FRAME WIDTH - 22.125%/2 Com. m S JUN Is 2012 Browing W12-088 sheet of g . . •.• . • . •.. .. •. . • . .• .. • . . . . • • . . . . D=GN LOAD CAPACITY- PSF 146" SIDEUTES WITH SINGLE OR DWBLE LEAF DOORS • • • ••• • ••�71AME 11011, tT8T8y (SEE NOTE • • •• • • • •• • HEAD&SILL ANCHORS N SIDEUTE SIDEUTE W1T8OUY' wrm • • • • • • • • •• AT STILE ENDS FRAME FRAME wim HOW MINIM, RSRNFORCING • • • •• •726 •V �I•yOcRS (4)AT 3"O.C. INCHES INCHES EXT.(+) W.(-) EXT.(+) INT.(-> • ••• •3•• • HES/. 72• �i 24 70.0 78.0 70A 75.0 5"MAX, MAX TMP. 30 70.0 7&0 70A Tao HEAD F -- A _ 38 82 70.0 1 SILL 78.0 70.0 750 • • • • •• -�� f� 37 70.0 75.0 70.0 75.0S 42 81.7 88.1 81.7 88.1 - 24 70.0 75,0 70.0 75.0 • ,A • • • / I I �i M / \ 30 70.0 75A Tao 78A • • • III I • • •• II• 1 I 1 I 36 66 7oA! 7&0 Tao 75A f i It / 37 70A 75A 70.0 78.0 II I \ 42 1 81.7 88.7 81.9 66.1 24 7060 75.0 70.0 78.0 I n /❑ I \ 30 889 669 70.0 75.0 H II 92 II / ti I I \ oil 38 84.1 84.1 70.0 75.0 37 63.3 63.3 Tao 75.0 24 63.3 83.3 Tao 75.0 10 98 879 879 70.0 78.0 36 83.7 53.1 Tao 75.0 -----U------ ----L___-- i 1 o Vl -----r----- \----n----- II 8 37 82.4 82.4 MOF 78.0 REINFORCING II AS REOA. E CHART L E T n I I Z;m..1 S2 ` ONACfME 1 t ACTIVE i6 Z Irk SUM 4ZUED SIDEUTE VAD1H DOOR FRAME VADTH F � 32 3/4" 2015/16- 26 15/16" w Q::w DEC( ATIVE ORLL D.L OPa D.L OPa D.L OpQ. MAY BE USED 37" NOTE: SIDEUTE F�WIDTH �" LEAF 1MDTH FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE D78*MAXA MADiH FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) 111�M WILL APPLY TO ENTIRE SYSTEM. Z GLASS Q,LO_ DIMS, D.LO. HEIGHT (SIDpJTE) FRAME HEIGHT - 11.000" D.LO. WIDTH (SIDEUTE) m FRAME WIDTH - 4.438' epr.J AD AIW � Q FLA,' E1__76762 g 3 CAN,.3SJ9 �. NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE BASED FLORIDA BUILDING COMM-04 ISSION 3 SEC. GUSTS) ANDJON 2$2Q12 Browing no. DECLARATORY STATEMENT DCA05-DEC-219 �N12-OS sheet 3 of g . • ..• . . . .•• .. .. • . . % •. . . . . • . . . • . • I 9/16-MIN. TYPICAL ANCHORS EDDIE DISTH tev 28 WOOD BUCIR �� 8 THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD 9V� • • • gy PENETRATION FOR SPACING • • �07E�sm 1l �STRUCTU�EDM£D • EDGE DIST. 3. .0 o . . • 125 0 oo • •• • • • • ••28 2ICAL ANCHORS •• • • • • • AL•WGmw; TYPICAL ANCHORS ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS T I I FOR SPACING FOR SPACING FOR SPACING p, ------------ ----- LL I I QJPPED MULUCOUOINTY APPR01n:W SEE SEPARATE N A H I iii 1 8 N GLAZING OPTIONS rf SEE SHEET 1 7xis.m CHORS x � A allo� 03� �y WDOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 u� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z v Www TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/4" DIA. ULTRACON BY 'FLCO' (Fwm Is,Fyy=lw KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 DIRECTLY INTO CONC. OR MASONRY �a T 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SEF DRILLING. SCREWS (GRADE 2 CRS) B3 l�l!u'1411�L' INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 6 i INTO METAL STRUCTURES < I t STEEL : 1/8" THK. MIN. (Fy m 36 KSI MIN.) 25 ALUMINUM : 1/8"THK. MIN. (6083—T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC EDGE DISTANT' Engr:JI CPRI g FLA.PE 70692 Ya r INTO CONCRETE AND MASONRY m 2-1/2' MIN. CAX v �YSEE NTO WOOD STRUCTURE - 1" MIN.Tt7�CAL � INTO METAL STRUCTURE m 3/4" MIN. EDGE DIST. ELEVATIONS THRANORS OW SO.T FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. JUN 28 2012 6Adrawing ne. PENETRATION C-90 HOLLOW/FED BLOCK AT JAMBS I'm - 200D PSI MIN. W1 Z—OS sheet 4 of • • ••• ••• • • • • •• •• • •• •• •• • • • • • • • • • • • •, ••• • • • • ••• tt,, • • OX OC 2E4 13 1/•M• • �.`�'..v. ." •• ••• ••• :00•• 1/4"MAX CONCEALS BOLTS • • • . • . ..SHIM LEPERS AT STE FACE • • • • TYPICAL ANCHORS • • • 0"BUCIP •i• ••• SEE a" FOi EPACl ACTE LEAF •• ••• •• • • • • • •• • • • • • • 112 DD SEE El FOR SPACING 2EXTERIOR D.L.O.�S� E ��ttt�v444r N# LEAF YBOTH OPTION _ SINGLE DOOR FRAME MROTH 7S vi V N 1/4"MAX M SH 1/4'MAX'. [LOCK E EE 77 IM SftlM • CONCEALED FLUSH BOTS O CORCEALED FLUSH BOLTS g 3 LEVERS AT BRSIDE FACE OF STILE LEVERS AT STILE PACE 2BY WOOD TYPICAL ELO EVA" .:'': � QQ Z FOR SPACIND 18 INACTM LEAF ACTIVE LEAF WDOD 07E REI 76 Z e` 24 23 TYPICAL ANCHORS 6 8 D.L. tt t0 SEE a". 25 18 D.L.O. FOR SPAT LEAF MRDTH EXTERIOR LEAF MDTH DDU&.E DOOR FRAME WIDTH a N F CAN'38S8mil gg Browing no. DOOR DETAILS JIUN $8 2J12 W12-08 sheet $of 9 . . ... • • . ... •. .. . . . .• .• . . . . • . • . . • • TYPICAL ANCHORS SEE ELEVATIONS • • • ••• • ••• FOR SPACING • • •• •• • • •• • a IST' • • • • • • • • •• ••° i • • • • • • s'°° 1! • • • • • • • • •••• ••• • ••• •• i OSBy ••• t 1 ••• i•• :•• ••• g e ♦ ••• • • • • •• • Q s 000 0.0 SHE T1 O 012 SUS O 1e AS 1/4°MAX H AT S°FROM ENDS SHEET 3 r asHIU .. a AND 11°O.C.MAI. e go ♦' 1 28 13 8 r LLt IIM, o 1 TYPICAL ANCHORS L- I L—p Fat SPACING :�" i 14 18 %25 D.L23 0. 19 9 LD_.LO ..77 . a 4A EXTERIOR LEAF WITH SIDEUTE WDTH DOOR FRAME WIDTH • lil a UNIT FRAME WIDTH a OWIL �L—AAAl TH>gsa JN EDGE DIST. TYPICAL ANCHORSO I W1 2-08 FOR SPACINELEVATO NS SIDELIFSEE TE DETAILS sheet 8 of g • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • T03M# PART$ BBOD. DESCRIPTION MATMU" MANP./SUPPLM/M MAFM 1 ot601 • - • VINE HAWSIU. • 6053-76 - 2 •• ! •• • GD534-T6 a 3 • EQp3 • - • OOOt JAMS • 6063-T6 - 0 ; 4 'rte& 4'ttaAE 6069-T6 - 4A E626 - SIDELrcE 8'IX)TTOM FRAME 8063-1,6 - S EGGS - SOEUTE FRAAT JAMB 8063-T6 - 6 E898 - SIDELOE SUP ON JAMB 6083-T8 - 7 - 8D63-TB - 7A E626 • • • LFAF 9)j RAIL• 6083-T6 - h 8 EHOB - ADAPTER • - 8083-TB - LI 9 =6 • • - • LEV 00ftW1& •• 8O3-TB - 10 E810 - LEAF LOCK STILE 80&9-T8 - 11 E611 - LEAF ASTRAGAL.SME 8063-TS - ; 12 E612 - LEAF ALIGNMENT BRACKET 6083-176 - 13 E813 - LEAF CAMP 8063-T6 4-1/4"LONG g 13A E613 - HINGE BACK-UP PLATE 6063-T6 12•LONG e$1 14 E014 GLAZING SEAD(6/16'LAM.MASS) 6083-TB 14A E109 - GLAZING BEAD(7/16"LAM.MASS) 8063-TB - 18 E816 - GLAZING BEAD(DML.GLASS) 8083-TB - 16 IDT16 - SNAP COVER 6063-T6 - 17 E013 - BOLT SUPPORT 8069-TB NOT SHOWN 18 - AS REOD. SIDEUTE MULUDN REINFORCING 6063-TB - 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLNAN&ASSOC. S33 20 F01202 - FLUSH BOLT LEVER - SULLIVAN&ASS= LOCKS: 21 F90149B - CONCEALED FLUSH BOT ROD ST STEEL SULLIVAN&ASSOC. u OPTION 61: 22 012 SMS AS REOD. FRAME ASSEMBLY SCREWS ACTIVE rse: 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 3 4 POINT LOOK ASSEMBLY DLO-8007 BY'INTERLOCK USA INC.' 24 - - 3/8.OA.THREADED ROD STEEL. - (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 1 WI 1323 PILE W STR✓PPDXL ULTRAFAS Z#a! 1/2.OA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 28 E20818-XN-3020 - BULB W'STLBPPINO SANTORRENE EPOM Z AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCI(BY 3/8"CONPECT44G RODS 27 ;206 - OL40NO BEAD BULB SANTOPRENE ULTRAFAS C LOCK LOCATED AT 42-1/2"FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. � W 01� INACTIVE LEAF: 28 E822 FLUSH SOLT CUP NYLON - 2 PONT LOCK ASSEMBLY BY INTERLOCK USA INC.' 30 OLOIRC BLACK BOLT SUPPORT BLOCK POLYETHYLENE NTERLOCK 1/2•CIA.THROW BOTS AT TOP AND BOTTOM ENGAGING FRAME 31 DUIIWB WROTE SOLT SUPPORT am POLYETHYLENE ACME PL49M AT HEAD AND SILL THROW BOLTS ATTACHED TO LOOK BY 3/8"CONNECTING RODS Sb 010 X 3/4' 2/ADAPTER FH SlOF DRIWN6 BREWS LOO(LOCATED AT 42-1/2'FROM BOTTOM 34 - 2/LITE SETTING BLApt, 1/4•X 1/2•X 4•LONG EPOM AT 8•FROM EACH END,DUROME�ER 8816 35 - 2/UTE I SETTING BLOCK, 1/4'X 3/4•X 4'LONG EPOM AT 6'FROM EACH END.DUROWER 65t5 OPTION /2• AC17VE LEIS: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY'KMTKSET'LOCATED AT 38-1/4"FROM BOTTOM SEALANTS: KEY OPERATED B EXTERIOR AND 744-6 TURN ON ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL MOREHEAD JM8504 SEALANT. CONCEALED FLUSH BOLTS BY*SULLIVAN VAN&ASSOC.' 1/2"X 2'THR0W BOLTS ENGAGING FRAME AT HEAD AND SILL c MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGESG LOCATED AT 10-5/B'FROM TOP AND BOTTOM S-1/2"X 7-S 8"X.122"THK.EXTRUDED ALUM HINGE LOOK FASTENED TO STILE WITH(2)08-32 X 1/Y FH MS / PART 0M-107 BY SUUJVAN&ASSOC. a ' ,iyACIM ieee. 3 HINGES PER LEAF "r Jon g CONCEALED FLUSH BOTS BY'SULUVAN&ASSOC.* 130TTOIM HINGE AT 10-i/4'FROM BOTTOM era i 1/2"X 2"THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP FLA PE#76192 HEAD AND SILL. CENTER HINGE AT MIDSPAN(38"O.C.MAX) �� $ CAX MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH 010 X 1'FH SMS NS OF LEAF STILE LOCATED AT 10-5/8'FROM TOS AND 1B0T70M (S)SCREWS AT HINGE STILE LOCK FASTENED TO STU WITH(2)08-32 X 1/2"FH MS (8)SCREWS AT FRAME JAMB Browing no. NOTE: LOCKS MUST BE ENGAGED DURING W12-08 PERIODS OF HURRICANE WARNING. Sh88t 7 of a.�o ,.790-� 8 L F-4,810100 979 _ 0 394 . .• 130 •.• `A 3�; • •• • N .629 .078 '�3 ,045 .To • :X0.3 ./69 : •• �' 1.829 . • • • • • • O 4.0.71 1.047 • 1149 •• 1.172 • • 4.790 k_2.06z-d fa GLAZING BEAD GLA"lf, ®EAD 78 jt:W o 9/18"mm �h8 Ot663• .�1••M • � d 7 DOOR FRAME HEAD/SIU. 8 a 7.907"I • 0 • • • • • . • 4.000 7.907 • 0 • • • • *00 •. �¢ 7 LEAF TOP/BOTTOM RAIL t.625 II a.n -1. 9 .078 .078 3.719 4.781 .078 1.790 1.907 Ll &250 1.500 V 4.00I 7.931 L .312 N e LEAF HINGE-STILE ,082 1.507 9.344 1.750 4.000 6 LEAF W STRIP ADAPTER . ,. j r O .094 0 SIDEUTE TOP & BOTTOM FRAME t 750 2.087 '•�7 1.790 �:i§3ti 078 .078 8f .329 I..� 9 T 7a 9" BOTTOM RAIL 12 1'� $n W of a 1,872-�I to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 2 FRAME COVER 5.3" .078 .375 887 1.790 2.081 .125 .129 .050 1. 7 1.50 1.97 3.787 II 3.719 .078 184 f� Q 17 4'� 7J LEAF CLAMP t6 SNAP COVER LEAF ASTRAGAL STILE L e I HINGE BACK-UP PLATE &281 78 7.500 1.500 1.250 825 .779 719 SIDELITE MULLION REINFORCING °< N .078 ^-�i• R�qr:JAVA .a 4.000 4.000 n - 11.625 4.188 CAN.tP2 .078 2.097 -7 drawing no. S b 8 1,507 .078 JUN 2 2012 W12-O8 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SUP ON JAMB sheet 8 of 9 . • .•. • . . ..• .• .. • . . •. .. . . . • . • • . . . . r� S22) . . • ..• . ... 00 • • • • • •000 Z / ,� / ./•• • • • •• ••• ••/ / % • ••• • • • s •• a 00 00 d!; DOOR FRAME CORNER SIDELLIE FRAME CORNER SIDELITE SLIP ON JAMB CORNER Z 'a Z§- $Y'S 0 12 6P Ip i Ij C 6 K 6 H CAA drawing no. LEAF CORNER 4N 282012 W12-08 sheet g of MIAMI-DADS 1YiiAMt DADS COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(IMM) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE(NOA} tivwll.miq►mlasae.sovleeosomX ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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 area 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:Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT:Drawing No.M04--04,titled"Aluminum Tube Mullions",sheets 1 through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, c�tyy Mate, modellseries, and following statement: "Miami-Dade County Product Control Approved". unles1194WIMse •••.,• noted herein. RENEWAL of this NOA shall be considered after a renewal application has been ettd there has been •••• • no change in the applicable building cede negatively affecting the performance of this'Ql'dtiiit:t. • TERMINATION of this NOA will occur after the expiration date or if there has bWej revision or•gl;age ,••••• in the materials,use, and/or manufacture of the product or process.Misuse of this 1gQA,#4 an endprseVent ..;..• of any product,for sales, advertising or any other purposes shall automatically termim&JAis NCIA.Falure .....* to comply with any section of this NOA shall be cause for termination and removal of XQA• .• • • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Floo&l,and ••'••• followed by the expiration date may be displayed in advertising literature. If anygortiori of t1le NOA is •.. displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0308.37 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.14-0731.06 t'o � � Expiration Date: September 16,2019 WHO ' Approval Date: September 18,2014 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M0444, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, 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 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"D-A"fixed window,Grade 10,Level LV 1 per ASTM F 588--04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-3810,dated 05/16/03; FTL 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complymi with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5 Edition0I4), 0 goo• prepared by Ai-Farooq Corporation,signed and sealed by Javad AhMad,P.E„ 0 •• . (Submitted partially under NOM 09-0825.03) """ ...... ...... ...... D. QUALITY ASSURANCE 0••••0 ' .... ' 1. Miami-Dade Department of Regulatory and Economic Resources ) " . . . ..... 09.: .. .. ...... E. MATERIAL CERTIFICATIONS ...... . .' 1. None. •••••• MauydT ez,P.E. ProductCo trol miner NOA . 4-0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 i - I ES windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5"'Edition (2014), and of no financial interest,dated July 10,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.FTL 3810,dated 05/16/03; FTL- 3819, dated 06/09/03 and PTL-3820, dated 06/09/03,issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Subfnitted under NQA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I.,approved on 05/31/12 and expiring on 09/16/14. i i . ...... . ...... .... . .. ..... ...... . . ..... .. .. .. .. ...... . . . . ...... ,J�t. C •r Manuel Pe-e-24 ' Product Control)'xam er NOA No.1 1.06 1Kxpiration Date: September 16,2019 Approval Date: September 18,2014 E--2 .. .. • • . .• •. . . • . . . • • • • . • . •.• • . . .. 0% . . .• • • • .. . 00 1 00 • • . • • • 00 i • ••• •00 . .•• • Z i 01 0 004,11 00 aow • •• • • • • •giT • TYpICAL 2> • • • •• • IT GLAZING PRODUCT ; 4.000 FItf FIII TYPICAL WINDOW 5.000 FNAIIE t �� 3 g` u .. B 3.000 4.000 TUBULAR SHAPES :Z E.MUUION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2000 ALLOY=6083-T6 O II • I AND CAN BE USED WITH ALL MIAMI-DARE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM'TUBE MULLIONS USINO MULLION'PROPERTIES ONLY HORIZONTAL_OR VERTICAL 3 N M NOTES SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SRES AND SPACING Iz z g THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE 12 S z R WE( U FURDA BUILDING CODE INCLUDING HIGH VELOCITY HM� i 'N N ALL(RAZING PRODUCTS USED WITH THS MULLIONS MUST MEET THE N 8 APPLICABLE BUILDING CODE REQUIREMENTS I.E:WINO LOAD,WATER L INFILTRATION, FORCED'ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSM LOADS TO THE STRUCnM t ANCHQRS WALL BE AS LISTED,SPACED AS SHOWN WI DETNA EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL COVERING(STUCCO,TILE ETC.} ANC4ORM CONDITIONS OTHER THAN THOSE SHOWN IN THESE OEIAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN OESION OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED 70 AL SCREYlS,THAT $$ COME INTO CONTACT WITH OTHER DISSROLAIR MATE STALL MEET THE RQLMA MS OF THE FLORIDA SM.CODE. 7 INSTRUMONS: LASE t3NARrs AND GRAPHS AS FOLLOWS. •g ..STEP I DETERMINE OMLOAD REQUIRED PER ASCE 7 LL n FOR PARTICULAR 6PEEDNO. STEP 2 USE MIdILL-OAOE CUM APPROVED OLALNG PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. EW.J PItOWCTRBY18Bp ;gjEe USE CONNECTION TO MULLION AS PER PRODUCT CML', mcmrytyGtgwildOwFlolldp o APPROVAL F'IA PE BuilNag(bdo USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CA.N. Amplam No p6 -.STEP OEM RATING MORE THAN DESIGN LOAD SPECIFIED pp�ry 9q ,yff mom�o 2OJ/ I' I Al ABOVE. JV4� d 2Dt4 •`'8)'3 I. By �.��. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STFp 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING BdcP .�drawing no.� •MORE THAN THE DESIGN LOADS SPECMED IN STEP I ABOVE. M04-04 tiIiaet t of 9 i . . ••• •. . • ••• .. •• . . .• •• - • . • . . • • . . . . . ... . . . . ••. '1.000 12S .323 • • • • •1�S •• 2'�� .250 �� �1 t.o� p • i • • i • i �Y JI ,338 I I 2 • 126 •. •• • 00* • 128 ' "j I I_[ .425 4.000 .125 . . . 8 �4.000 3.000 • eel, • • • 100 ago 126 • • • •• • • • • • • •• •6.0.0 • • • •• • • L 'Liu 6,000 $ h .128 ,128 .250 4 It- 1.486 01\4 •.Ix o 2.875 IN\a ; Ix>•960 M\4 It o2437 IN\4 Sx = .277 Iw\3 Sx a 1.487 0+43 Sx m.634 OAS SX m 1.018 R1\3 1 X3 .1 X4 1 X3 1 X43 �� STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION €€€€ 8063-TB 8063-T6 6063-76 6083-TO 2,000 Ix s 6.204 94\4 It &278 IN\4 It 15.203 m\4 _•.125 Sx-2.082 IN\3 Sx-2.756 01\3 Sx m 8468 IN\3 N I Z 40 , 20 2X5 2X6 2X6 10 f -.125 STO. MULLION �jgAW MULLIO .., N � rt 8083-T8 6063-TB 8083-T8 �� V .426 ,720 1.890 i Wm 4.000 p ' �n 3400 .125 pNM' I .158 TYP. •� 8^ F9 igqd� .128 2.750 3.280 2.000 I 1.408 It a 1.487 w\4 It o 2.976 II\4 I I L Sx= .878 INV Sx a 1.488 w\3 .14._ „Itlt 2 X 3 2 X 4 375C STD. MULLION STD. MULLION 4.800isl � 8063-i6 8083-T8 N=H k OPTIONAL 1/22• OPTIONAL • r-L c 2,000 Ed=MOV.EOCE OISi. �, Ed�MIN.EOOE DIST. 1/a'FOR 1/4.ON.AtiCFig6 1/2°FOR 1/4"oU..ANCHORS • s/6°FOR 8/16•ou ANcxrotss 8/e•FOR 8/fs•0w ,saawRs MULLION CUP MULLION CLIP !S !g 8083-� 0063-76 g nc m r n a.aFO Engr:OWOM PR0D11C7'R VVWDp � luiblf� &L �, 7 2 k9i } F 414*dA.ANCFIORS •Ir ! O 'drawing r�ro. S/8•FOR iB•DIA ANCHORS � j r' ANGLE cuP b. `M04-04 ! 6063-T5 Sheat 2 of 9' . . ... • • . .•. •• .• . . • •. .. . . . . • • • • . • • • . ... . . . . ... • DESIGN 1AAD CAPACITY'-PSY{TUBE'MtlyidONN) PESION LOAD CgPACCfY^ Ps3 (RUBE MULSdONS) .,CAPA - MULLIONS) �V I 1X3 1X4 1XS 1X4 • • • • • 098 1 %4 /� p CUSTOM CUSTOM CUSTOM CUSTOM • ! • • CUST86lCUSTOM BINb. DIMS. BIIQDOB DIMS. imm DIMS. .. 1 Y SF.X.4 8%3 8%4,'2 X 8•,8 X 8 2 x8 'I X S 1.X 4, 2%S 2%4' 2 X 6 2•X 8 gg 8 !XS 11� gg 2'%4 2 X 8 8%.8. 2%8 _ 1PIOTH(w)MULL.SPAN.STD. M. STD.. STD,• D. -HEAVY 990TH, SPAN•STD. STD. STD. .STD. STD. STD. .ARA (w) 2110.. 'STD STD STD. HEAVY Z 19-1/8" 150.0_- 150.' 150.0 180.0 150.0 160.0 19-1/8' 74A•• t40.9 1i&1 180.0 160.0 150.0 ' 180.0 19-1/8' -37.9 _2_7.3 55.3 9&7 148.1 180.0 26-1/2• 180.0 180.0 -5504 1w-O iSOA 180.0 2-1/253.8 101.7' 83.1 14&8 150.0 180.0 150.020-1/2" - 27.3 .39.9 695 705.8 15041• .180.0_ 180.0 180.0 180.0 154.0 30' 475 '88.8 73,4• 131.3 180.0 180.0 150.• '•JO• • • ^..• 4.i - 38.3 $1.7 93.2 _1804 37' -150.0: Iw.O 150.0 150.0 IWA 1500•_. 150,0 37' 385 72.8 89.5' 108.4` 148.9 ' 550.0 180.0 •370 • • •-• -•_ - 28.8 50.0_ 755 1365 42° 148.8 IS0.0 180.0 150.0 150.0 150.0. -.190.0 42' 339 84.2 82.4' &75 131.2 180.0 180. • }•} • • --• 25.2 44.1 88.5 . 122.3 - .._ _ i _ 48" Je-3/8• 1309 190 0 180.b 180.0 180.0 1800 180.0• 48• 74-1/4° �.7 88.1. 459 82 5 1149 150.0 150.0 •48 100•• -� -. •- 224 385 68.2 107.0 54" 116.3' T80A 180.0 180.0 150.0• 150.0 10.0 54' 38.4 499 --409 72.9 102.1 135.2 I&V •54• • • •_• •-• - -� 34,3 W.8 98.1 60• 104.7 150.0 180.0 150.0 1504 180.0 150.0 80• 239 449 3&7 6&8 91.8 121.7 •150.0 8o" - - - - 305 48,8 8&8 _ .__ -. .. 88' 9&2 4804 14&8 180.0 180.0. 11W.0 190.0 BB' 21.8 409 ._33.4 89.7 835 110.8 180.0 88" _.,.r. -• - - -:=� 284 42.3 779 ' 72' 87.3 140.1 134.8 150.0 180.0 1804 150.0 72• - 37.4 311.8 .54.7 78.5 101.4 150.0 72' - - 2&7 389 71.3 W 19-1/6• 160.0 •1504150.0 1504 150.0 155.0 150.0 19-1/8' 515 TWA_ 795 150-o 150.0 180.0 .180.0 is-1/8• - 26.5 2" 41.6 72.7. tis.s_ _150.0 26-1/2• •135.2 •180.0 180.0 150.0 150.0 150.0 150.0 26-1/2• 37.2 79.4 87.4 116.1 150.0 150.0 1'.0.0 26-1/2• _20.5 - 30.0 525 &7,4- 180.0 30' 120.3 180.0 180.0 180.0 190.0 180.0 180.0 31Y •32.8 70.2 50.7-• 102.9 1435 50 180.0 1 .0 30' - -- - 285 48_.3 73.7 138.4 tic 37': 97.6 Two 1_80.0 Iwo 180.0 150.0 .150._ 37' 28.6 589' 41.1 &7.2 118.4 /804_ 150. 37' - - - 21.5 •37.8 59.7 .1099 • 42' 78&9 138.0 �*132.0 450.0 150.0 150.0 I56A 42' 23.4 .50.1,-- 36.2 73.3 1025 1355 I W.O42° - - _ 33.1 52.6 98.7 48' 50-8/8" '75.2 .1209 118.0 180.0 150.0 150.0 180.0 48" 84" 205 439 31.7 84.1 69.7 1185 150.0 48" 132' - - - 29.0 4&1 84.6 � l` 84' 86.8_ 107.3 1911.' 150.0 180.0 t8O.0tSOA 54' - 39.0' •, 283 57.0 _79.7 105.8 150.0_ 54" - - - 25.7 40.9 75.2 � 80' •80.2 •••96.8 92.8 141_2_ 150.0 150.0 150.0 . ! - 3&1 28.3 51.3 71.8- 95.1 150.0 80' - 23,2 389 87.7_ I N 86' 54.0.. 87.8 84.4• 12&4_...150.0 •180.0 I�.O 8D' - 319 _464 S&P.- 8&4 � 190.0 86° - - - -__ 21.1 338 875 O ffi M', 80.1- 80.8 77.3 117.7-• �IW.0 150.0 180.0 .72' - 29.2 21:1 42.7 88.8 78.2 14&8 72" - - - � - 30,7 ti&4 �3� � _ ,108,1 180.0 790.0 190.0 t9-1/8' - 219 32.0 ' 88.0 89.0 Is" � Y 19-1/8" 1439 580.0 180.0 180.0 . 1804 1904 190.0 18-1/9• 34.8 744 S3.J - 28-1/2' 1039 190.0 1504 ,180.0 190.0 SBOA 150.07 28-1/2- 24.9 83.4. .3&4 784 124.4 180.0 150.0 28-1/2• - - 23.1 _40.4 64.3 IISO �Ld 30' 91.7 147.2 141.4 180.0 I= 150.0 tao.0 30" 224 47.2 34.0 68.9 1099 1459 180.0 30' - - _ - -,X.4 _35.7 589 1044' M _ 37' - 74.3• 119.3 1 114.7 180.0 180.0 150.0 180.0 37' - 38.2 275 .55.9 89.1 11&0 150.0 37" - - - _ - 2&9 48.0 _ 845 6,Wp 42' 685 to&1 101.0 180.0 180.0 180.0 I50A 4Y - 33.7 24.3 49.2 785 t04.0 180.0 42" - - - - 265 405 74.5 N . ..__ - ..........._ Q 48' ,g8' 57.3 92.0 .8&4 1345 15&0 150.0 150.0 .48• g8' - 2&8 21.2 43.1 88.7 914 150.0 48' 144• - - - 22.3_ 35.8 85.2 I z Z n 64' 90.9 815 ,78.8 1195 180.0 180.0 180.0 64' - •263 - 3&3 81.0 SOS 148.8 54' - - -__ - - 315 _579 .. ..78.41 ...-._ - -.. Z 80' 48.8 73.8 70.7 1079 180.0_ _160.0 180.0 80' - 23.8 - _ _34.4_ 849 72.8 133.7 8o• - - - 2&4 82.1 ;7 _ 88' _41.7 88.9 64.3 97.5 1385 1_80.0_ 1�.0 0.8" - 21.4 - 31.3 499 883 121.8 88° - - - ••_• 259 47.4 72' 38.2 81.3 889 899 1%4 180.0 550.0 72' 28.7-• 45.8 60.7 111.5 72' 23.8 43.4 57 g 19-1/8' 121.9 150.0 150.0 156.0. 550.0 150.0 t80A 19-1/8' 24.2 519 37.4 7&9 132.7 150.0 150.0 - - - � _--._. ARCNFS TO 9E iNSCR W HORIZONTAL MULLION 20.-1/2' 88.0 141.2 135.7 150.0 IS0.0 150.0 1904 28-1/2' 375 274 54.8 9&8 fJ0.2 180.0 0190E RECIPM IAR WIE 30' 77.7 124.8 1199 150.0 150.0 150.0 150.0 30' - 33.1 23.9 48.4 84.6 11&0 150. 150.0 0.4 8 1504 42' 23.7 - 34.6 42• 885 89.1 1 37' 63.0 101.2 97.2 1479 150.0 150.0 180.0 37" - 289 - 39.2 -88.6 93.5 150.0 %'OlA2M6 ��•� � 8&8 130.0 150.0 90.0 - -.• 92.2 ACT -52-" -'- --- i� 48' 83• 0.&8 78.0 _759 114.0 180.0 180.0 TSO— 48" toe' 30.2,- 20.7.... - 9 719 132.1 MULLION P LLION 54' 433 69.3 86.8 101.3 1419. 150.0 150.0 84' - - 26.9 47.0 639 117.4 4 p D s0• 38.582.4 889 91.2 127.6 150.0 180.0 80' - - - ••24.2 42.3 875 to5.7 CLAMOLA20W 7d PRODUCT PROWXT 88' 38.3 8&7 845__ 82.9 118.0 190.0 180.0 88' - _ - 22.0 385._._82.3...98.1 � I ')5 72' 32.4 824 489 78.0 506.3 140.8 150.0 M• - - 20.2 38.3 479 8&1PRODIICT PROWCT ALL LOADS.ARE EXT.(+)/INT.( 11 fill NOTE: w1 Y72 I MULLION SPAN MULLIONS RATED dN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) tm TYPICAL MULLION ARRANGEMENTS am L„0. :._._._..._._. FIA PE 178992 tkdMit•tbda 3 . , , WIOTH (W) wi a wz CAN. ANCHORS TYPE Q APIA E APPLICABLE 70 2,� 4". 5" AND 8" TUBE MULLIONS. JU!_.'2Ii$O14 .ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE - - ap0a°i _m no. 7o ALL TUBE MULLIONS. MULLIONS_ M04-04 s` sl3019 • . ... . • • •.. •. •• . . • .• •. • • . • • • • • • . . . . ... . . . . .•. . 16E81GN IbAD CAPACIM-PSF DEIGN LOAD CAPACITY- PSP • • •'• ON lA -P8F � MINIIOW DIMS. ¢NCRON$TYPE _. ANCHOEB 9'YPE. .• •. • • IS • ,041NCHO118 TYPE WIDTH, MULL,SPAN. A D.• ' C D E.- F. G WIDTH(W)MULL SPM. A E G D E F .(W) A.L A. _C •D E F G 19=1/8' 150.0 'IOU 150.0• 150.0• �150.0 •150.0 180.0 19-1/8" 101.0 150.0'. 139.5 180.0 - 150.0 120.6 650.0 Is-1/e' 4i•, 82.5 � 150.0 150.0 74.8 149.2 Z __�. 25-1/2" 141.0 ISOA 150.0 '150.0 1SOA 150.0 150A 20-1/2" 72.9 145.9 100.7 150.17 190.0 87,0 . 150.0 26-1/2' 45.1 9� 92.3 124.5' ID0.0� 53.5 107.Y 30 124.8 t50A 150.0 150.0 150.0 148.7 150.0 3O` 64.4 1288 88.0 150.0' 180.0 78.9 190.0 30' 38.8 78.7 S&O I IU 137.8 47.8 88.1 ..._____._ _. _ - _ -__.-- J7' 101.0 150.0 139.6 150.0.• 150.0 ,120.8' iSOA 37" '52.2 104.4 •721. 144.1 150.0 029 1248 37" 32.3 84.6 44.8 892 111:8 J&8 77.1 _ 42' 888 150.0 122.9 180.0 150.0•' 108.2.••150.0 42• •46.0 92.0 638. 127.0 180.0 54.9 I 4� • �. 68 9_ 78.8• 98.3. 348- 678 •' 48' JB-3/8" 778 .180.0 '107.8 150.0 150.0 928 150.0 Or 74-1/4" 40.2 80.5'. 5&6 111.1 139.0 4&0' 98:1 04" Ito'••04.9• 49.8'•' 34.4 868 86.0 29.7 89.4 84" 88.2 138.4 98.6 180.0 150.0 82.8 tsu W 35.8 718 _ 40 98.8 1238 42.7_ 88.4 :34• • • 1 44.3 8 81.1 7&4 26.4 32.8 80" 62.3 1248 8&1 150.0. 150.0 74_3 14&7 80• 32.2 64.4 448 88.9 111-.2 3&4 ••7� 080'0 0 0 M_• 4980 278 _558• 88.8 238 478. 59" 888 113.3 78.2 150.0 150.0 87.6_ f35.2 88` 29.3_ SU 40.4 80.8 101.1 34.9 Sit.It 88" - _ 36.2 25A -808 828 21.8 43,2_ 72'• 518 ' 1038 71.7 143.3 180.0 62.0 123.9 72" 2&$ 53.7 37.1 74.1 92.7 328 84.0 72' � 332 228 458 87.3 - 388 h4 19-//8' 148.1 .150.0- .150.0 150.0 180.0 180.0- 150A .19-t/e•' .. NJ 180.0 .123.3 150.0' 180.0 108.8 150.0 •19-1/8' 88.8 113.8. 788 180.0 130.0 678 _135.8 IB I 28-1/2' 1088 180.0 }47.7 1504 •180.0 127.8 180.0 28-1/2•' 84.4 1288 M,0 180.0 150A 78.9 180.0 28-1/2' 41.0 628 568 1132 141.6 4&9 97.0 _..___. 11cc 30' 84.4 180.0 130.8 MA 180.0 112.7 150.0 30' 588 1138 7&8 180.0 180.0 87A 139.9_ 30• 3&2 72.4 _ 50A 700.0 128_.1 43.2 88.5 37' 768 180.0.. 1058. 150.0 me '91.4_ 150.0 37• 40.1 92.5 888 127.4 150.0 5&1 1102 37' 29.4 ' 58.7 40.8 61.1 101.4 35.1 70.7 42` 87.5 .134.9 932 150.0 150.0 804 190.0 42' •40.7_ 81.1 5&2 1122 140.4 48.8 97.0 42' 25:9 81.7 3&7 77.4 . 88.4 30.9 818 48"• 80-8/8' 99.0 118.0•. 81.5 iSOA 150.0 70.4 ' 740.9 d8`. 84' 388 71.1 '49.f 98.2 122.8 428 84.9 48' 732' 22.8 45.3_ 31.3' 82,5 .7&2' 278 54.0 •S4' 823 104.8• 724 144.0., 190.0 82.6. 128.2 S4' 318 832• ••43.7 87.3 1092 37.7 75.9 84' 20:1 40.2 278 S&8 888 248 48.0 ' _._... .....- . 80• _472 _84.4 _85.2- 130.4 150.0 58.4 112.7 80' 288. 888 399 78,8 98.3_. 348 87.9 s0' - JB.2 258 BOA 828 218 43.2 I _ _ s 42.9 888 89.3 118.5 148.3 51.2 1028 88' •$88 81.7 J&7 71.4 88.4 30.9 818 88' - - 32:9 22.7 '454 588 - Y9,3 .Z '72' 38.3.•• •7&7 84.4 108.8 ,138.8 47.0 938 72' 23.7 47.4-••328 05.8 818 _28.3 58.6 72' - 30.2 208 b1.7 52.1 - 38.0' I 0' 19-1/8" 129.3 •180A• 180.0 1b0.D 180.0 150.0 180.0_ 19-1/8' 78.t ,180.0• 107.9 150.0 180.0 932 150.0 111-1/8" 52.1 104.2 718 1438 180.0 82.2 124.3_ 3, ». ».. .._.... . ...._- -- .. 28-1/2" 93.3 180.0 1288 .1504 .150.4 111.4, 150.0 26-1/2" 58M1 •1128 77.9 150.0 1,90.0 873 ' 134.6 28-1/2' 37.8 782• 818 . 103.8 1208 44.9 89.7 2V Q 82.4 190.0 1138 190.0 ,180.0 98.4 180.0 30• 498 98.8 6&8' 1378 150.0 59.4 118.9 30' 3.3,2 88.4 48:9- 91.7 174.7 •39.8 79.3 tJ Sr S&8__ 133.7_ 92.3 150.0 150.0 79.8 _ 180.0 37" 40.4 SU 558 111.5 _139.5 4&2 9&4 37' 26.9 538 372 74.3 93.0-• 32.1 84.3' •m ���,yjjj 42' 58.8 1178 81.3 150.0' 150.0 708^ 1405 42' 358 71.1 49.1 88.2 1228 423 848 42' .23.7 '47.4 328 853 81.9 283 56.8_ Q 48' Sir 518 103.0 71.2 1422 18&0 61.8 123.0 48' Sir 31.1 629 43.0 888 1074 372 74.348' 144' 20.8 414 28.7 87.3• 71.7 .24.6- 484 2N M 84` 488 91.8 S3:J' 128.4_ iSQA 54.7..•109.3 64'• 27.7 55.3 3&2 ,,78.4 958. 338 88.0 S4' - 36.9' 253 80,9 83.7 22.0- 44.0 Z Z 90" 41.2 .82.4 58.9_ 1138 142.3- 49.2' 98.4 80" 248. •498 34.4 688 888 29.7 59.4_ 80• - 33.2• 22A 458 57.3• _•- 39.6 , z(i 68` 373 748 518.- -.03.4 _129.4 44.7 89.4 88' 22.6 4&3 31.3_.. 824 782 27.0 54.0 80• _- 30.2 20_8 .41.7 S2.1� _ _- 38.0 7Y 34.4 8&7 47.4 948 118.8 418. 62.0 72' 208 413 2&7 379 71.7 248 493 72' - 27.7 - 382 478 -» 330 �:N 19-1/8", 119.0 150.0 150.0 _150.0_ 150.0 142.1 150.0 19-1/8" •89.4 136.9 988_ 180:0. 150.0 82.9 150.0 ANCHOR TYPES Ld rt10f820MpL APIWON 26-1/2• 85.0 150.0 118.7 150.0 150.0 1028 150.0 26-1/2• 80.1 100.2 69.2 138.4 150.0 598 119.8 ��-3 AT H9ADI90.L/JN153 ARMIES TO 9E PSCPoRED• 30" 75.9 180.0 104.8 150.0 150.0 90.8 150.0 'JO` 449 88.5 61.2 122.2 130.0 52.8 108.7 ANt2toR TYPES 1 INSI�RECTANCIAAR SttAPE 37' 81.5 123.1 85.0 150.0 150.0 73A 148.9 37' 358 718 49.8 99.1 124.0 428 8&7 F h 8 ......__... _ __ AT 3.01488 ONLY 42" 54.2 108.4 74.9 149.7 180.0 .84.7 129.4 42" 31:8 83.2 43.7 679 108.2 .37.7 78.8 48' 83' 47.4 94.9 654 131.0 150.0 88.8. 113.2 48" 708• 27.7 559 3&2 788 9s.8 33.0 88.0 :'' P CON �. is -. .... _..., fQ 84" 42.2 849 88.2 118.4 145.8 809 700:8 84' 24.6 49.2 _348 878VMCAL 848 29,4 8&7 - - R A 60" 378 758' 52.4 104.8 131.0 45.3 90.8 .1 449 30.8 81.1 1 76.4 26.4 52.8 i � 88• 34.8 698 47.7 952 119.1 41.2 829 88' 20.1 40.2 27.8 898 898 248 4&0 GIMMIS OIAZINO Td 72' .•31.8 832 43.7 879 1082 37.7..._7&S 72' - 38.9 28.5 808 83.7 22.0 44.0PRWXT PBDDITCT �, i a 19 Rill . .. WA21140 0.AZIN0 ALL LOADS ARE EXT.(+)/INT.(-). Paowcr P1i0DUCT o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Wt W2 tJ111L10N SPAN e° Wim n LOCATIONS AT HEAD, SILL OR JAMB ENDS. VA.a02 aMMF. FOR ANCHORS DESCRIPTfON SEE SHEETS 5 THRU 9. TYPICAL MUL ION ARRANGEMENTS Ena AT HFAO/SU,/MM 41ANpD AH MoDucruvISW I� (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FUL PES3&ti8 e2 i r sreFlarRe VVIDTH (W) W1 +W2 I CAN. No I, ANCHORS TYPE 'D' AND 'E' APPLICABLE TO fatica Doe 4°; 5" AND 6" TUBE MULLIONS. JUC 2 1. 014 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE r--._...__ drawing no. TO ALL TUBE MULLIONS. I.ANCHORS f.f $nt,er -4-f 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1/4'{SIA•'ULTRACONS 1/4`OCA.ULTRACONS • •. • 4" N Ul�RA/�NS • •• • FE—d. 2 PER CLIP(1 ON E1131 WINO) 1 PER ANCLE '•4 tX.i (2 0 • 0 • •6 a CIA.ULTRACONS Ed. 2 1/4"MIN. • ) • • • 2 PER 1N1 -- 7YP • • • • • • • • ff j� • •.• A • • j, o•• • O ` •t4 • �•3°MIN.' 9 .� ( '1. i I.:(� ' � i; •.rill• 'y�. ' 'it I z' .i ea si I vill ` 'e �:I. E!a 't ..� :1. •�� �'� • '• • • • �� a z�t �I • • • • • ,5i•• 1 1 V V ffl =M CUP i �j iBY INSIDE MULL /// I 2 X 2 X.1/8' ' $ 1 BY' j�ii SNUG FIT INSIDE MULL /'�I t 2•X 2 X 1/8" Q W000 SUCK i� �1 J I I ALUM AN W.E /000 BUCK I' II / 11 ALM APSE qy , -1 --------- I 1� JJJ UUU UUU ,-s a fa sMs I• Nri 1 � � I I /"o.c.Mw. i i ! IIII2PER ANGLE 1 1 2 PER ANOI.E 11 f f/4'DIA.ULTRACONS E(L2 PER ClN(1 ON EACH WMo) 1/4.DIA.PER 4 PER CLIP(2 ON FAfSI 1/a.DW ULTRACONS 2 PER i O ( 1• N. '3 v III Iw II 5 ro i ,D 3g^ l Z Z M WOOD BUCK IlJ+j ELOATWO CUP j j Iljt FLOATiN6 CLa` 1111 t •g W Z OR II sNtXi ER"am MULL I I 2 X 2 X 1 � 2\1 sr-.= SNUG FIT INSIDE MULL I1 1 2 X a X 1 t= ���V . NWOO 1� 1 1 I ALUM iV WOOD BUCK I; ii 1'I 1 ALAN ANtkE (3 �t_J --------- STRUCTURE !j X14 sus I 1 -------------1 IG ". ses ; 1 1 I I I 4-3/4'0.C.Ia1N. I PER ANGLE 1 1 5.1�!... g c p�ft RJR . ANCH08S 'TYPES' po oi( � ... a VI sit d. + 1/4"OW ULTRACONS BY • ULTRACONS MAY aE HEX OR ECAT HEAD a o iu alp SUBSTRATE Ed.n Alta.EDGE DISI. MIN.EmomMENT WOOD t` 1-1/2' ._.._..__-- CONCRETE2--:1- - /2" 1-,/2" PRODUCrRBYCSIZI 1 I c ascomPtYt�WWhoploft '�+jl•LL�,,it '----- FLA. Tasea 1TIdIdillB cede E'C - ........I....... WOOD q 28Y•WOW iXKS OR i9600 STRUCTURE S.C.-0.55 MIN. CAN. AscaplaneeT� "' j I ALTERNATE CONCRETE>.rc m 3000 PSI MIN. ANCHOR LOCATION JUL 9'014 s ! t• BY c ALL a.es Arra.aNGLEs TO rTr 37a1x:INTO TUBE uwaoNs. i CUPS OR ANGLES CONNECTED DIRECTLY TO MASONTO BE PROTECTED 7 f MfuH3 '� droNn RY Co l� I ANCHOK TYPE 'p' TECOA as as ItRUMINous PAINT OR I MO` 4-04 . • .•. . . . .•. •. .. • • • •. .• • • . . . • . • . • • . • ••. . . . • ... 1/4'MA:IILTRACMS 1/4`OIA ULTRACORS • 1/WDIA.ULTRA/" • •• • .EA. 2.PER CLIP(.1 ON EACH WING) 1 pER ANGLE ' fd. • 4 P.t CLIPNR(2 OMCH WIRIi) • : ••: •rla°ola UURACONa i 2 1 ANGLE Ig FLOATING CUP I i • • • • L•J • • as(� . SNUG FIT INSIDE MULL• I i CJI 22 XXALUM2 X 1 B• • • • 1 ; • ••• ••t i j j 2 X 2 X t B` 1 �t4 SMS I \ ---_.--------.•-� I .. 1L1 I AIUAd 1 --------- 1 1 1 1-3/4`O.C.MIN. I t I I I 1 FLOATING CLIP I 1 I t 2 PER ANGLE { 1 I I t. I .SNUG FIT INSIDE MULL i I A14 SUS I I pj I I I I f t t I . ANGLE Pf52 I I 1 1 1 t 1 I t 1 I I 1 t Ed. fA r._.... • 55 L 1 1 t I I 1 I I --------- o m to TT L --- 1 I I I I 1/2-(2) ! I n M I 3` 1 I�. 33 MIN MIN2 i+•.. I I UUUfff LOCATIOM OF SCREWS CONNECTING Ed. 1/4` ULTRACONS ANGLES 10 N86 2 PER CLIP(1 ON EACH WING) ANCHORS TYPE 'O' fI� .; APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS $ $ i I M j p 1/4`D10.ULTRACgN$BY'EL.CO' m n N T 1 ULTWIONS'MAT'BE HEX OR FLAT WAD 1--� SUBSTRATE Ed. m MN.EDGE DIST. MM.EMBEDMENT 1 L ---------- RETE 2-1/2• 1-1/a• EW.KVAQ MW PRODUCTCmL RwmEll�t'76fugFIX BuRdinSCID& li I CONCRETE re•=3000 PSI MW. O,A Z0 4 �°° 'q L Ji a ANCHOR�l�711ON ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS CUPS OR ANGLES CONNECTED-DIRECTLY TO MASONRY TO BE PROTECTED rl i, t ;drovring /�n0.. . . ` WITH ALXALI-RESISTANT comm, UCH As BITuMMOus PAINT OR �04—V4 ANCHORS TYPE C WATER-WHITE-METHACRYLATE LACQUER. sheat $ot9� . . •.. . . . ..• • • • • • • • • • • • . •• • • . •. • ro�13€ 51111'ON.ULTRACON5 5/16°W0.ULTMWNS • • •• • • • • •• i Ea. :4 PER CUP(2 ON EACH WANG) 2 PER ANGLE • • • • • • • 000 0 000 0 IL • • • • • •• • • Iti swill, so* i i �•• i i is• ••• a r i -------------- t I_ I ALUM2 x 1 6' a i SNUG G CUP I 1 I I SNUG FIT INSIDE MULL i I o7 1 I 1I a P 1 ANGLE 1 1 I....—_. I LJ I .. t/2-4(2) C.4 Z LOCATION Cr SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' �1fIlk �R APPLICABLE FOR 4", 5" AND 6" TUBE MULUONS 4 1@ 4 Q + s 5/16'DIA.ULTRACONS BY'ELW' C'J•c'W�r'� 0 UURACONS MAY BE TNE1C OR FLAT HEAD if'1 n SUBSTRATE Ed.a MSNDIST.: EDGE MIN.EMBEDMENT DAW PRODUCTRRYISBD I" CONCRETE Z-1/2` a'. IppM�E1' mo > a�thfkeFb7k18 i 1� 1 ' CONCRETE=f'c=3000 PSI MIN. J tJ6gS82 ' x""1014 �,�•lrwl D� q :� ; �� � ALL CUPS AND ANGLES TO FIT SNUG,INTO RISE MULLI !, CLIPS OR ANGLES CONNECTED OIREGiLY TO WNCRETE TO BE PROTECTED. ' drawing no') I WITH ALNAU-RESISTANT COATINGS.SUCH AS BITWdINOUS PAW OR � i it I.M04-04 -WATER-WHITE METHACRYLATE IACOUER. I_ ... l Lah""bet • • ••• • • • • ••• 1/4"aa'ULTRACONS 1/4?DIA.ULTRACONS i •*/4'ut U•LTROONS•• • •i 041/a•UI0..ULTPACONS �• 2 PER Cd-N(1 ON EACH Mgl16) 1 PER'ANGLE i 4 ER CLO(2 ON FAC•Wp�Ri) • • • 2 PER ANGLE I LZ Y ,i Film. Tw lIIlJ11NG CUP -- • 3 141, ��= SNUG FIT INSIDE MULL �1I I 8` I I��t INSGff MULL i I z UX a x t a• - --____-- li it g14 SMS u ' ---------- li .i� gia sMs (j I aUR1 eg. 1—s/4"o.C.MW. I I i 1 I 1 2 PER ANGLE I 1 i 1 1 2 PER ANGLE tr....... tL 1 10 I z W jm 4 .m 3Z Z* Z --------- , N A ALTERNATE 0 ANCHOR LOCATION f ANCHORS TYPE 'E' ANCHORS TYPE 'G' i AT JAMBS ONLY AT JAMBS ONLY I o i t/4"CIA.ULTRA(MS BY'ELCO' S ULTRACONS MAYBE HEX OR FLAT HEAL) u SUBSTRATE'Ed-MIN:EDGE DISE.MIN.EMBEDMENT r MASO?W 2-1/2• 1-1/7 MASONRY HOLLOW/FILLED= A.O,W Eng, 11W AHMRO� PROD11C7' MASR1iV448L) ��Ii � �II /FILLED BLOCK-Pm-2000 PSI MIN. CNIL ma+mglyklgM+RbOteP 468 ii � P#a I [tlgCodO .. 3 1 ALL CL—IPS AND ANGLES TO FIT SNUG t0O TUBE MULLIONS. --- i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED-� Jl1C. 2.!f1'9014 yy MATH ALKALI—RMWANT COATINGS.SUCH AS B(RMNOM PAWS OR l,-r•v.. R.ai®lil Piodact I drawing rt0. L.WATkRR—MM1fiTE METHACRYLATE LACQUER. MO 4-04 ;sheat $oM . . ..• . . ... .. .. . . • % .. • • . . . . . • • • . • • ••• • • • • •.• . 4 SMS SEE*6M FOR "1QUANiTf1E3 'TUBE MULLION • • • •• • • • • • z i -'---' ----_-- C NO OF • ••----------------- :00•• •• . • • � ' X10 FH SMS •A • ••• ••• • Z/SIDE 1 1 • • • • • 1/8"THICK ALM OWMEL 1 • • • •.• •• LENGTH TO FIT SNUG - INTO MULLION TUBE Mwlm pq I-f TUBES MAY BE AS SHOWN TO NOTED OF CLIP ANGLE CAULK JDtlif AFTER ASSEMBLY ggta FH SMS � I ..� ACCESS NOTE FOR QUAWIRT NTITIES 1 ' I-- -•J I ----- j3 Qt .f UCS LL S SCREW 1 TF8BE INSTALLED IN EITHER I d10 FH SMS DIRECTION 2 PER CUP I I Z z 1-3/4•x 2"x (FOR sar c•_� 3/4"x Y x i/e"FOR(1BY M CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 91 METAL TO MUAL CONNECTION #14 SMS/TW SUBSTRATE I Ed.m MIN.EDGE 01ST.OM.CL NIP SPACING METAL s/S' 1/Y o a �'92 a METAL m 1/8'MBI.THK..STEEL Fy a 38 KSI MN. o.^ t3 1/8"MIN..TALUMINUM(8063-Ts MIN.) E w.o� 8tgir:JAVAD AM= PRODUCTRBvow 1 � CNyIL aswm jyftvA*dre"oft j 1 CA.I65H— AA-I MMMO cob i�I�I 12614 t» ' 'jg � r _ � PraklM �dlnvring no. —04 1 ia:-_t 9 of 9. M IAM 1•DADE nuAM-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) wmr.miamidade aov/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 constriction 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 A)RJ(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 Cade,including the High Velocity Hurricane Zone. DESCRIPTION:Series`Eco-Guard 200"Aluminum Horizontal Rolling Window--S.M.I. APPROVAL DOCUMENT:Drawing No.W14-15,titled"Eco-Guard Series 200 Alum Horiz.Rolling Wdw.(S.M.I.)",sheets 1 through 6 of 6,dated 04/02/14,with revision A dated 05/28/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSII.E.IMPACT RATING:Small Missile Impact Resistant- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,,c'ff,Vate, model/series, and following statement: "Miami-Dade County Product Control Appgov 0,.unless*Wrwise " noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fila$eud there has been . no change in the applicable building code negatively affecting the performance of thspred;ct. 0• • TERMINATION of this NOA will occur after the expiration date or if there has be8d Vrevisioll orlbtiange in the materials,use,and/or manufacture of the product or process.Misuse of this] A ae an etaaasseinent ""' of an product for sales advertising or an other shall automatically to .� a his NOAH allure Y P � g Y Purposes Y roD pli�.� to comply with any section of this NOA shall be cause for termination and removal ctFNOIC. ; ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, FIo'r1916 and • followed by the expiration date may be displayed in advertising literature. If any 1mrtion of"10�k 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 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.R. PMM NOA No.14-04j&&n�� Expiration Date: Jane 19,2019 � 14' Approval Date: June 19,2014 j� Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-15,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. (S.M.I.)",sheets 1 through 6 of 6,dated 04/02/14,with revision A dated 05/28/14, prepared by Al Farooq Corporation,signed and sealed by Javad Aborad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked---up drawings and installation diagram of an Eco-Guard series 200 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7748,dated 03/10/14,signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5t� Edition(2014),dated 04/01/14,prepared by AI-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 •• • I. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont Dwv ours&Co.,Inc. ." for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13, ging on,127a /16. ;••••; . . .... . .. ..... F. STATEMENTS ' ...... . . ..... 1. Statement letter of conformance,complying with FBC-5th Edittdn(2014),add o ho ••••;• financial interest,dated April 02,2014,issued by Al-Farooq C*"80ton,sine$and •s o• sealed by Javad Ahmad,P.E. •Goes* 2. Proposal issued by the Product Control Section, dated 01-29.&1.4, tigned by Jaime :07*: Gascon,P.E.,Supervisor,Product Control Section. *.so G. OTHER 1. None. Manuel P.E. Product Cont of E er NOA Z. -0415.05 Expiration Date: June 19,2019 Approval Date: June 19,2014 E-1 . . .•. . • . ... .. .. . . . .. .. . • . . . • • . . • . • • ... . . . . •.. g • •• .aAvINDso MW aLr LWDtHI � < 1r • • ••• 11EaAo ` • ••• CORNERS q sIu' 1/8°TEMP.GLASS • • 1/8'HEAT STREN'0.LASS S/78"AIR SPACE • • • • • • —� 0�•INTERIAYER 1/8°HEAT STREMD.GLASS ' • • • • ' •'ii • a • • • -fit BUTACRE PVB BY'WPONV A ER DST •• • • C ii» E 1/s•HFar srRENro.GLASSY j, Qp t/8•HEAT STM'D.GLASS SILICONE SILICONE c a WW CORNING BOB DOW CORNING 898 S d 10 FALSEWN11NS 28• 28° N (SINiFACE APPLIED CARDINAL XL NAY BE U3� D.4 OPO. O.L.OPO. ?f EDGE SPACER SETTING BLOCKS AT INSUL IAM.CLASS 30 1/8" GLASS TYPE 'A' Sr.STEEL GLASS TYPE 'B' OCL BLOOBEAD LEGCKSS VENT WIDTH z4 D/78•owwL NOM.THx 3/a•OVERALL NOV.THY. a TYPICAL ELEVATION GLAZING 01M O GLASS TYPES IN & 'B' oz THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. MAXIMUM DESIGN LOAD RATING >+ 67.0 PSF �z MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED (FCR SIZEs SHOWN ABWE OR St am) 119.0 PSF FOR INSTALLATIONS UP TO 30 FT.OF GRADE. .8 �a SHUTTERS NOT READ.FOR INSTALLATIONS ABOVE 30 FT.OF MCI- O ECO—GUARD—SERIES-20 ALUMINIUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SITE BY SIDE c COMBINATIONS OF H.R./HR.OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Q MIAMI-OADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TD ENTIRE SYSTEM. TWS PRODUCT HAS SEEN DSD AND TESTED TO COMPLY WITH THE NOTE: REQUIREMENTS OF THE FLORIDA BUILDING CODE=11DNi HIGH VELOCITY GLASS CAPACITIES ON THIS SHEET ARE HURRICANE ZONE(HVHZ). BASED ON ASTM E1300-09 (3.SEC. GUSTS) WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER AND FLOMOA BUILDING COMMISSION LOADS TO THE STRUCTURE, DECLARATORY STATEMENT DCA05-DEC-219 t, ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS s T T EMBEDMENT TO BASE MATERIAL SHAD.BE BEYOND WALL DRESSING OR STUCCO. FM / ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 77L482 �FlorldPP d�� 7og NOT PART OF THIS APPROVAL. A y�+/ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Y 2014 8 m NpA9 ALL SHIFTS TO SE NOR IMPACT.NON-METALLIC AND NON-OOMPRFSSIBLE. DY( adeP ( drawing ro MATERIALS INCLUDING BUT NOT LDAITED To STEEI/METAL scREws,THAT W14-15 COME INTO CONTACT WITH OTHER DlssDalAR MATERIALS SHALL MEET THE t REQUIREMENTS OF THE FLORIDA BLDG.CODE. L/ atuset 1 Of g . • ..• . . . ... .. .. . . . .. .. • . • . . • • . . . • . • ... . . . . ... TYPICAL ANCHORS . . . •xv.-H,9rAff.TAL . • •• . .WOOD BUCK FOR SPACR�fi STRUCTURE ,• ;..\ MIAMI—OACE COUNTT'�VPPIlDVEC• •MULLION&MULUON•ANGRORS• • • 1L'� SEE SEPARATE NOA • •• •••DISI'• EDGE a • • 0.0 'a a • • • • • • • • O 1 �6 9 TYPICAL ANCHORS rMM ANCHORS TYI MAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV, FOR SPACING MR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WFY.PHOLES; TYPICAL ANCHORS: SEE ELEv,FOR SPACING Ul W1 - 1/4"X 1-1/2'WEEPHOLES WITH BAFFLE AT 3-3/4' 1X OIL TAP=13Y'TRY' (FU-120 KW.Fy-92 KSS FROM EACH END AND AT MIDSPAN 1/4"DIA. ULTRACON BY'ELCO' (Fu-177 KSF,q-tas KSI) 0 W2 = 1/4"X 1' WEEPHOL£S AT 10-5/8' FROM EACH INTO 28Y WOOD BUCKS OR WOW STRUCTURES END AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO WOODn i s THRU 10Y BUCKS INTO CONC. OR MASONRY or >WS SEALANT: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. DIRECTLY INTO CONIC. OR MASONRY z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o ,#14 SMS OR SELF DRILLING SCREWS (CRADE 2 CRS) INTO METAL STRUCTURES o STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 114 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) c 4 16 1 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN.THK. 1/8') nn (NO SHIM SPACE) 2 TYPICAL ESE MSTANCE 19 IINFO CONCRETE AND MASONRY- 2-1/2" MIN. OINFO WOOD STRUCTURE = 1' MIN.13 INTO METAL STRUCTURE = 3/4"M9(. 3 4 CONCRETE AT HEAD,SILL OR JAMBS 1'e.3000 PSI ASN. ° e I C-90 HOLLOW/FILLED BLM ATl JAMBS Pm-20M PSI MIN. FIA.PEAL 70582 APpw1•1h 048 ae Compylaga11A19d S 'p\ i M°W1,. a o•• .\ � n \ .� ow. •\ .��, .• :'t:•^ 0 $ i n TYPICAL ANCHORS ( TYPICAL ANCHORS ihY7711t7SS '•9•• ,-°•. ,I• SEE ELEV. SEE ELEV. � / (�".F% droaring tro. •W2 •• FOR SPACINGlay] FOR SPACING W14-15 WOOD sm shoat 201 B . . ... ... • . ... .. .. . .. .. . . . . . • . . . . . . •. . . . ... . . . . ... ... . ... �V■V . . . . . . . . .. . . . 1/4•MAX • • • • • • • • • 6if! •• • • • • • ••• a{'4.UAX pt t/4'61AX. i © V1 O 8 lSHIM ey suom dl _21 S 26Y wm CCN aj TYPICAL ANCNORS 4 V.o TYPCCAI.ANCHORS SEE ELEV. FOR SPACING S o•. FOR S'ACRJa 1 1 ' t 4 SfRIR:fURE --5CHEER OPT. •� .� � � WRM SIX M 8 17 •� (il 4 11 ? 5aD WOW Wm FOR AL WOW $m NM7 XO MYOUT Z$� o� W Z ANW-DAN OOUW O SEE SEPARATE NOA SEE 8".FOR SPAM a ------ -S%IM on r vamw WM wom 04'MCL�m - FU.PEYM94 > � , CARaDaIAInRCoda MAY $ 94 Ami .Peoduet Coat •y _ drawing no. W14-15 sheat 3 of 8 .• .. . • . •• .• • • • ••• • • • • ••• MEIAL STRUCTURE TYPICAI.ANCHW2S • • • •• • TYPICAL ANCHORS sEE ELEv, wALD-DADS AP oYED • • • • •• SEE ELEV. FOR SPICING FOR SPACMC SFE SEAARk MTORS •• • • • • • qgp EDGE T. ••• ••• • ••• • $ j °PAGE D18T'..- t • 's, ,' I EDGE OIST. � yA9 pq�'• \ ` 7FOR ••• • i•• ••• ALT. M. NCHORSINO $ V1 1/4'MAX. O § tw i J90 d e ES TYPICAL ANCHORSSEE EM. TYPICALANCHORS q$q FOR SPACING SEE ELEV. FOR SPACING •�' '.': S d © �0 ALT. I INSTALLATION DE M WITH FLUSH FRAME ADAPTSAJAVAD AKWD • � IF�_=2 I Atm o c CAN.35M , '•4 W9f.' I r m 1'eodn"cecalm $ $ ����tl�' y' W14•-15 aheot 4 of . . ... . . . ... .. .. . . . .. .. . 1.087 MM PART @ 9UANM 0 see MATMAb MANP./8DPPLIER/88MA M �U-U 9 �+--zas0 I i FY201 t F1itI d F�•2 FY202 1 • • • • • 600-78•.718 3 FY203 1 Ste.TFk%CK B�ERt - Z t.a34 4 FY208 AS READ. MOVAFRAML&SA ••. • 48R8.-T8 .082 .815 S FY101 AS�. RXED FRA11E JALM 8083-78 1.718 $ 3249 1.140 8 FY1O4 1/VENT' FlXED MM RAIL H083-T8 - QL 7 MOB 1/VENT VENT 00 8083- - 8 FY206 1/VENT JANE su • • • • • • • sceoI -TB - Q VENT TOP/BOTTOM RAIL 11 STEEL.REINFOWNG B FY107 2/VENT TOP AND - Fg .813 10 FYIO8 AS REOD. GLAZING 830(•4M.atm) • • • • am-Too - 2.088 ,8f8 ICA MID AS RECO. 0 LAM. o •i 4-N. - 1.740 1.810 1.250 11 - AS REM RE01FORONG BAR STEEL � .719 .045 ,1pS 13 FY204 1 ADD-ON SILL RISER 8083-TB - !Jt FRAME HEAD 2248 14 FY208 4/VENT ROLLER H0L13111G&GUIDE CELCON = p f0 1A47 1a FY208 2/VENT ROLLER BRASS 1.140 16 FY210 2/VENT ROLLER PN SL STEEL •QJi 082 1.140 1910 17 g8 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 18 08 X Jr 2/VENT FOL LAB.SIL SCREWS(SILL END) CRS P.H.SMS 9}3 1.344 .130 18 W23181 AS REOD. FIN SEAL 1MSTWPPMG - ULTRAFAS tJ O 20 030 neo AS REQO. X99 SEAT. Q-LAN SCHIEGEL 8 JAMB STILE ,048 .803 21 E207 AS REQD. 8UL8 SEAL SANTOPR ENE ULTRAFAB,DUROMETER OW ggg 22 E203 A9 REOD. CIAXNC BEAD BULB SANTO(Nt UL7RAF'AB,OUROMETdi 88181.058 7 N 2'083 7 047 23 F7.8-50 AS RM. GLASS SPACER SUME FRANK LOWS 3978 .078 2.801 1.250 ® 24 SL203P 2/VENT' SWEEP LATCH,AT 10'FROM TOP&BOTTOM - SULLMN&ASS= 26 08 x 1/8' 2/LATCH LA7CH MIST.SORM ST.STEEL OH SMS GLAZING BEADS 28 WA2L 2/WOR. WEEP VALVE - PREFERRED ENG.PROD= ` n 1.140 CS2 1,340 27 -- 1/WU 5/18'BOX SCREEN - oP110NN. ze FY120 - FLUSH FRAME ADAPTER iie3-TB OPTIONAL aV .500 .173 29 - 2/. SETIM SUM LPDM DUROMETER 75*5 SItORE A Z$Li 1.344 --y 30 - 1/WEEP 6PEM C£L1.FOAM PAD - 3/4'x 1b/16•x z-S 16°LOND O z ^ z.7se I �S U7 MEETING ML 1,220 a U2 FRAME SILL 738 = 2188 ;'� 2S6ADD-ON SILL MM 1.422.341.314 .312 082 CMM Am ,.375 ® SILL TRACK $ © FIXED MTG. RAIL .600 ,.187 .780 082 2.750 2912 2912 2750 2.688 CMI. A vedacomp B T9a A8j f�® y PYorT7R D Cad4r g33 ,fit 900 s V,. 9'f i E. adoPro&4st 8 .9* $ .874 droRiNg r7o. 1987 1.888 2.811 W14-15 ® MOV. FRAME JAMB FMO FRAME JAMB ® FIMH FRAME ADAPTER t sheet 5 of 8 f7 • • ..• • ... Ila . . . so . • • • A. •00 • . A. • . .. • . . •• ... .• d / •. :.: : : t : 1. •. . . • . i •• . . . . . ... •. FRAME TOP CORNER VENT TOPABOTTOM CORNERS pp g o,§l 0 cra a � a a FRAME BOTTOM CORNER Fl CAN. 18 04 Aflaml a e B ll' dr(rMng no. W14-15 Ma MTO, L CORNER 'V ?� sheet g of g