The URL can be used to link to this page

WS-16-303 P 1HSS Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 R� Phone: (305)795-2204 Ott L� + Expiration: 0812012016 Project Address Parcel Number Applicant 90 NE 91 Street 1131010200010 Miami Shores, FL Block: Lot: EQUITY TRUST CO C/O RONAL[ Owner information Address Phone Coll EQUITY TRUST CO C/O RONALD A — ..... ._. FL 10274 Sandy Cay Lane West Palm Beach FL 33412- Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 TISW CORP 305/274-9838 �_.... Total Sq Feet: 0 Type of Work:INSTALL 12 IMPACT WINDOWS AND 1 DOO Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-2-16-585 DBPR Fee $3.45 54 DCA Fee $3.45 02/22/2016 Check#:1427 $220.50 $50.00 Education Surcharge $1.20 02/03/2016 Check#:1426 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $24.00 Technology Fee $4,80 Total: $270.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I 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. Futhermore,I authorize the above-named o do the work stated. ! February 22,2016 Authorized Signature:Owner / Applicant /--Contra / Agent Date Building Department Copy February 22,2016 1 S �� Miami Shores Village BuIlding Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ° Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 I BUILDING Master Permit No. M; d o-:S(�3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f , CONTRACTOR DRAWINGS JOB ADDRESS: �� N q ` S� S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: — 3 lO 1 00 10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: p FFE: OWNER:Name(Fee Simple Titleholder): Z0 ZAID,4•II Phone#:?DO• (k 772"-41 Address: City: State: L Zip: Tenant/Lessee Name: Phone#: Email: �j ( CONTRAC-T-O�RR:�Company Name:�IJLF-� Phone#:LJt.C�— 3�~�� Address: /h� City: U to M State: �/ Zip: Qualifier Name: 1�Y l �C_ C , Phone#: `-1 72— State State Certification or Registration#: (�� `°� Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (i Square/Linear Footage of Work: Type of Work: F-1 Addition ,/� El Alteration New 11 X Repair/Replace ❑ Demolition Description of Work: ( � ` mad W,� vc Specify color of color thru tile: n Submittal Fee$ ®° ^� Permit Fee$ ® °� CCF$ .Cly CO/CC$ Scanning Fee$ -`'�� Radon Fee$' a ° DBPR$ `�v Notary$ Technology Fee$ Training/Education Fee$ °lab Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ' IF•YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500 the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice o enc nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ' lied. In t e abs ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT IICTOR The foregoing instrument was acknowledged before me this Thee/foregoing instru en s clinpaw dged before me this day of 3,�u ,20 + ,by L� day of `/ 20J by t IOL VAV S ,wh 'p sonally kn n to is personally know o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• I Sign: --La-- — Print: Print: JESSICA TORRES Seal: „� vw�nn Seal: '� Commission#FF 31890 QUIDAJACOBS ;, PAs My Commission Expires MY COMMISSION#FF43855 '''in�,�� June 27, 201 7 EXPIRES:August 14,2017 *x�**s��x****�k�>� �m�x��*w8<8<Bax*��x��*�a<tx<*�xwa��x�s�s��a�*s��x**�►S**�**&��*tee*��**wW*w�#*a��** 4 APPROVED BY 10 I� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) goes Miami shores Village Building Department 0050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR `MIAMI DADE COUNTY-MUMCIPAI—' 'CONTRACTOR'S TAX RECEIPT: D. COPY OF LIABILITY INSURACE* E. `COPY OF WORKERS COMPENSATION WSURANC& (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: 1 l �IAJ BUSINESS ADDRESS: -70'CCb c lJ X110 YV CITYO U Yr l STATE ZIP BUSINESS PHONE: 2 d�i 96lSFAX NUMBER C CELL PHONEQ Z@UALIFIER'S NAME: A QUALIFIER'S LIC NUMBER: CTQB Y Construction Trades Qualifying Board i{ ' .'BUSINESS CERTIFICATE OF COMPETENCY! e,. A 03BS00846 TISW CORP. D:B.A.: r FA TE ANTONIO Is certified under the provisions of Chapter 10 of Miami-Dade County QUALIFYING TRADEIS1 0023 GLASS&GLAZING 0434 MISE METALS t JWlene K Sews P.E. 1Ss�Q�> `w�w•midade.811 Searetery d ft a0 PSP Y Imtelm• .p0�CowdY k Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBT 5181508 BUSINESS NAME/LOCATION RECEIPT NO.TISEXPIRES 6956 CORP RENEWAL SEPTEMBER 30, 2016 6956 NW 46 ST 5415856 MIAMI,FL 33166 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED TISW CORP 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 07/15/2015 Worker(s) 1 03BS00846 CHECK21-15-094560 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder mut comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. oft The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ila-276. MLAM For more information,visit www aflamidedo aovAlIxcollector Municipal Contractors Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL—DO NOT PAY M C CC NO: 03BS00845 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES 'nswc W 695 6956 NW 46 ST 74782$8 SEPTEMBER 30, 2016 MIAMI,FL 33166 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS PAYMENT RECEIVED TISW CORP SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 200.00 02/02/2016 CREDITCARD-16-022682 This receipt is set valid in the folWMq Municipalities:Aventurs,Doral,Hialeah,Key Biscayne, Munni Gardens,Miami Lakes.Palmetto Bay,Pinecrest,Sunny Was Beach,Town of Cutler Bay. MIAM Farmers information,visit wwwAiamidede aovhaxcotlector • INFAN-1 OP ID:AL CERTIFICATE ®F LIABILITY INSURANCE10112712016 DATA �.•�''' 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(les)must be endorsed. If SUBROGATION 13 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 ileu of such endorsement(s). PRODUCEROT Annabel Lara MDW insurance Group Inc PHONE FAx 362 Minorca Ave xsi 305.444-2324 AI No:30b-444-4980 Coral Gables,FL 33134 _ _ Jeff Weiner ADDREss:alara mdwtnsurance.com.___ INSURE AFFORDING COVERAGE MAIC ti wsuRERA:Scottsdale Insurance Company 42197 INSURED Tisw Corp DBA Tony Infante INSURERB: Shutters and Windows 7850 SW 68th Terrace c Miami,FL 33143 INSURER°: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE 13EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTYPE OF INSURANCE Stm RM im POLICY NUMBER POUDY EFF POLICYEXPLIS LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CPS2246416 4711612016 0711612016 P SES Eao £oaareme $ 100,00 CUA484MUE r^-1 OCCUR LIED EXP(Any one ) 3 _ 6100 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GERL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY Fx-1 PRO- LOC $ AUTOMOBILE LIABILITY COIABINED 81NGLE LOAIT ANYAUTO BODILY INJURY(Perperson) $ � OSWNED SCHEDULED BODILY INJURY(Par$Odd") 3 NON-OWNED P OPERTYDAPAAGE $ HIREDAUTOSL $ AUTOS UMBRELLA UABOCCUR EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MME AGGREGATE $ DEO RETENTI NS $ WORKERS COMPENSATION WC STATdU I 0T1i- AND EMPLOYERS'LIABILITY Y I N ER ANY PROPRIETORIPARTNER EXECUTIVE 0 EL EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ Uyes desaibe wader DESLdRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S OESCRIPTION OF OPERATIONS 1 LOCATIONS J VEHICLES(Attach ACORD 101,Additional Remarks Schedule Umore space Is required) INSTALLER OF HURRICANE SHUTTERS, WINDOWS AND DOORS. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Det THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g g p ACCORDANCE wiTH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AUTHOwzEOREPPR,ESfENTAWE Ary A4 ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD p® CERTIFICATE OF LIABILITY INSURANCE °A'� YY) 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: N the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. K SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,co n policies may require an endorsement A statement on this certfiicate does not confer rights to the certificate holder in lieu of such endowment(s). PRODUCER QBIK INSURANCE INC ALEXIS DEL VALLE 5701 SUNSET DR STE 256 Eh3059647713 ADELVMIE@QBIKINSURANCE.COM COVERAGE NAIL t MIAMI FL 33143 mums A:FW—C%IQA INSURED TISW CORP e: 7850 SW 68 TER BNSU MIAMI FL 33143 FEIN:010660769 COVERAGES CERTIFICATE NUMBER:1602020035 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INTaAMSUBR POLICY EFF POLICY EXP TYPE OF INSURANCE POLICY NUMaER LIMITS GENERAL LIABILITY FACHOCCURRENCE $ COMMERCIAL GENERAL LIABILITY S CLAIMsMADE Q OCCUR MEDEXP one s PERSONAL N:ADV INArRY a GENERAL AGGREGATE S GEINIL AGGREGATE LIMIT APPLIES PER PRODUCTS-C OMPK)P AM S POLICY, LOC S AUTOMOBILE LIABILITY t ANY AUTO BOINLY I NAItY ONw per) S Mf&NED H MITOs ULED BODILY KiLRY(Per aoudert) $ HIRED AUTOSUTOS $ S UMBRELLA LIAB EACH OCCURRENCE $ EXCESS LIAR AGGREGATE $ DED 1RETr3NT10N5 S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY A ANYPEOPRIETORIP LUDE�DEcu� Y NIA 7D750428 1/1112016 1/11/2017 ELEAC*I NT $OFMCIMEMSER1,000,000.00 (YandaWyInNlp EJ—DISEASE-EAEMPLOYEt'i S 1,000,000.00 ayes demeurdar EL DISEASE-POLICYLIMR I$1,000,000.00 0 El DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,IT more space to required) TYPE OF CONTRACTOR:GLASS AND GLAZING MISCELLANEOUS METALS LICENSE*03BS00845 CERTIFICATE HOLDER CANCELLATION Miami Shaer Village Bldg Dept SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shames FL 33138 AUTFtoRvKDREPRESENrATtvE �, /' 3`V Phone Number: (305)795-2204Q1�r C IN&2M0 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD narrrle and logo are registered marks of ACORD ' fl.0�AY1DPofERS'COi�£NSA110N ,DMf IAmER1YRpp(C fSSUCIAipQ UIC. 2420 LAKEWNT Avs SM 200 NOTICE OF oRLAM FL 32814 REINSTATEMENT TISW, CORP 7850 SW 68 TER MIAMI FL 33143 NOTICE OF REINSTATEMENT POLICY NUMBER (6FR13UB-7D75042-8-16) ISSUE DATE 02-12-16 EFFECTIVE DATE OF CANCELLATION 03-09-16 NAMED INSURED TISW, CORP 7850 SW 68 TER MIAMI FL 33143 Dear Policyholder. We are pleased to inform you that the policy designated above, previously issued to you, remains in full force as of the original date of issue. The notice of cancellation originally sent to you is hereby withdrawn. Receipt of funds dishonored is not a valid means of reinstatement. Reinstatement will only occur when all conditions have been met. If these conditions have not been met the reinstatement will be null and void. Premium Financed By: THIS NOTICE IS GIVEN ONLY BY THE COMPANY OR COMPANIES WHICH ISSUED THIS POLICY. FOR ANY INFORMATION CONCERNING THIS CANCELLATION, PLEASE CONTACT YOUR PRODUCER. INSURER: FLORIDA W.C. JUA PRODUCER&CODE OFFICE&CODE QBIR INSURANCE INC 78MYR FLORIDA WC JUA 821 RF Original of this Notice sent directly to policyholder. CN 00 2F 08 96 4 Page 1 of 1 ST ASSIGN: FL • • • • • • • • • • Ad rA CORPORA'rION 3 TONY INFAMTE SH•ITTERS&WWDOWS • •• fi/ L[ • • • • • • • • • •• • a a •. !. . •. .i. .i..i.. ..i. .i..;. .4._i..d. .L..1. _i..J...t..L..d...a... .....l..d...i..J...I..d...i..i. .J...a..i..A..i..i...i..J....a.- ..q...r..q...,. f..y •.r..q...r..�..y.._p..y._.r••9-•.r•.p.�ry.. • .ry...r......r..p.. y...r..�...•...p..y.. ..r.. ..............K ................ ...... ... ..a...L._a. ...a..e.--L" _Ll.a.•�.•.A.i. _•a.•dt...a_µ.....J.._L..a_..L__.._J - - .d ` .A 9• YJo L. .t. ....d.. .J...a.. } .�..ti. .... . . w.r-.�..y. .� �...�....�. .p...� .T. y_..{..1..y... �� 1®'' .1_..�..�._.r...�. .�.. ��, �•' ._ ..... /y.J a..�. .i.. .- • • • • • . • -,_i_a----.HCl. ft ' e , • • '.' � . t . . : . . • • , . • . • • .......aa `jam • . , . • • i 5 r 9 . i..ti...r..{...r..1.. ..�� .}. .}..5...}................f. }.-7...�..t..y'... • • , . . . . 5.1 • _ \1.1 . Jul------------- ..a..d.._a_.d...a..a. ..a_.d.._a..a__.t..i._d...e..J...a. .a._ • .e...._.�a..a_.s. a._.� J_. .i..y...f..q.M.r_.y. r. _.q...r..i...,.._r..q...r.. ` .q...r..�.. .f �...,�. .r..1. -r•-f � ." I4ff r.. .t._ .}..�f�-.7 .�..ti..-}..}.. -T- •�'-•1-..}..'�...•.`.T.. ?..ti._.}..9.. •I'��-}• 'T- r--7 :...�...y'... ------ --�= r ..... .i_.�....... . 7 ,'w j.._ ..'.-.P..'. _.a_.J. _ VK •r �•M , ..........L...i.. 10 + • • t jar'► t • , . . . • • . , • : . . . . : • . ; . , . �i a _ . ..i._.y...1..5'�•_5• ..i_.y.- 5.._r._a.._r..�..5...r..5_..r..*..ti...}._q...°f._.9..ti...�--}...!'-1•--f-•9 _�..�. r.. .;._;.._ • • • ` • - • , .....r.......... .... .......... ... e...r 1 • • ..a..J...aJ...6.. ..L..J._. J_..}..a. .i-.J...a..d...+...Lw.J_..l..J...t a.l. L..J._.i._i...ti..i..J.. .J d. ..•._J... L..� � e dye. • .,- • J.. .. �. . r... a.. : . :- � i . : .............L . + . , • . *'TTS+ . . , . . . . . . . ..1..�...i..5...r..�... ..i•.5_ .�..�_. .;..ti...�.-y...}..;.. .�..ti... ..�...}. .E'-ti•'-}""1•' _9. .�..1 _•f- T_ f •t••ti.. . i . e • , . . • , • _ . ■ .�ry�,.71•�.Vda.. ►. .L..�. .L..�... .L... .}..J....L..l. .i._1.._t..l.. .L. !.. J w.J� ........................................'✓ . ._E. ....... . ....v .y.. . •+q. v . - e . 4 wy........ • • . , • • . • • • • . _.a__d...a.. .. ..._ .................... ......... ......... ...... ...yyy ......f._ ._r..�_.. ..f._q.,..r..5....j._�_..,_..r..y.-r...6 : ..*..y.. .5...r p��f•y3ctKci�-+ryd.'y.............-r..i '..y` .p..y... , . • _ yy.� law Lys �.a ..i...�..}.. ......} .�..i•..�...t..5....r..7...,...;-..`...,..,..�r�,r,..�...t..�..f..5..r. .7.- �i�.V.}.�7><i a*♦Q:4L }M7 .4..�.. . {�n (yy(,jj��' : : :��jl�•pp: fid' 1 : : : : :� - .t_ - -- - :: +•.,, .�..i:7.0.i. .i._,i...�. .-ti...i..s.-.i... .i ►�i_�. -y(a-�P^ 'j,.,da! • t ._ _.1.. .. • • 7- ••V4- �M TTT • V. Acl _ .�. ._. . ,�. 0 Cl I ( r(j oV KI +AVN+ N N MJ N N Page 1 of l 9 n AL-FAROOQ SITE SPECIFIC WINDLOAD CERTIFICATE CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 18324-1152 Date Requested: 1/25/2016 2:35:11 PM Client: Anthony Infante Mailing Address: Anthony Infante TISW CORP TISW CORP 7850 SW 68 Terr 6956 NW 46 ST Miami, FL 33143 Miami,FL 33166 Project Address: 90 NE 91 ST Job Name: MIAMI SHORES FL 33138 Project Information 1� Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category C Trib.Area(ft 2) 1 Zone 4 .June 5 Roof Type Flat 10 1 +36.7: 3�.7 +3V?6 .48,f 9••;• Mean Roof Height 15.00 ft •••••• • •• 0000.. ZONE 41 7 d=10% OFO,J�.HORIZ0NTALOoIMENS10lY • Elevation of Opening 11.00 ft ZONE 5t HEIGHT "44ORM FIAT RO(We IS THE: �: PEAK H EI'N.QF.THE RO% ..• 0.0 0 9 Least Horizontal Dimension N/A 9 9 999999 9 9 9.999 _9 M . 9 9 9 9 General Calculations 99 9 .9 99 999999 9999 9 9 Directionality Factor(Kd) 0.85 9 . 999 Velocity Pressure Coefficient(Kh) 0.85 d • 9 9 Velocity Pressure Coefficient(Kz) 0.85 d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 56.6 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 56.6 psf Gcp Zone 4 +0.90,-0.99 Y s Gcp Zone 5 +0.90,-1.26 Notes: Y } Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. 0 2016,Copyright AI-Farooq Corporation CAN(EB)#3538 la C)OO l @ o.eq • d MIAMI•DADE MIAMI—DARE COUNTY ffer,11 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.mlamldode.govleconomv ES Windows,LLC 3550 NW 49�b Street Miami,FL 33142 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 MOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"1000/1050"Aluminum Single Hung Window--L.M.L APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8; dated 07/31/03, with revision J, dated 07/14/15, 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. MISSELE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion-of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire N04slaall be.pra.idQd to file user by the manufacturer or its distributors and shall be available for inspeclon at, job sle at th4rAuest of the Building Official. This NOA revises NOA No. 13.0617.27 a •�rl�l sb• page J id evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... ... . • • • • • • • • NOA No.I5-0129.03 .. . . . . . . . . . . M1AM,1 ADE CQIJNTY • •• • • •• • • • •• • • • • EK;iration Date: November 06,2018 Approval Date: July 30,2015 7j23115... . . . . ... • Page 1 . . . . . . . . . . ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03.56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, 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, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.19) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 0S-0720.01) •• ••• •• • • • • • ••• ••• ••• ManaelPe z,P. . • • • • • • • Product Control gmmipAr • NOA No.15-0129.03 . .. . . .. . . . . Expiration Date: November 06,2018 Approval Date: July 30,2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowuiu D) 3. 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with mazked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestrgtion Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806,dated 06/09/03,signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA No. 03-#910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al Farooq Corporation, dated 10/23/14 and revised on 07/14/15,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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer",dated 04/25/15,expiring on 12/11/16., .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Manuel Perez,P.E. • 0:0 • 0:6 ••• • Product Control Examiner • • • • • • •• • • • • • • •• • • NOA No.15-0129.03 •• • •• • •ppiration Date: November 06,2018 Approval Date: July 30,2015 E-2 - . . . ... . . . . •• •• . • . .. .. E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest,dated October 23,2014,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTI-5815 and FT1-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448&HETI-05-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTL-3820 and FT1-3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050"Aluminum Single Hung Window -L.M.I.", approved on 09/19/13 and expiring on 11/06/18. .. ... . . . . . .. . .. . . . . ... . Manue Perez,P . ••• • ••• ••• l Product Control Exam . . . . . . . . • • • • • • • NOA No.15.0129.03 ..' :' '.• ;• •Apiratiou Date: November 06,2018 Approval Date: July 30,2015 E-3 ... . . . . ... . . . . . . . . . . . . . :• :.• ..• . .. .. ... . ... . . 1/8"ANN.aass SANE DOW CORNING 795/983 e"MAX. 10"MAX. 080"Interloyer HEAD/SILL HEAD/SLID. kuraray SentryGlas & SOr MAX. a"MAX. CORNERS A By'Kuraroy America,Inc: 1 I HEgp/S0.I, HEARNERS CON 1/8"MAA.GLASS m I FALSE MUNTINS) CORNERS (SURFACE MAY BE USED A E+ SILICONE DOW CORNING 795 ffi ii ii n 0it eo • a IF II _t �d •/ $ w ALtP. GLAZING OPTION A o SQUARE GLAZING STOP CAN BE USED 8 n n t0ja _ 41 WITH ALL GLASS TYPES SHOWN ON o 1 U c x THIS SHEET. m n VA 1/4 POINTS ON UTES ii ii m m 21 WIDER THAN 36' m io II II \ \ II I II 11 n a GIA TYPE 'A _ I-- _ EQUAL 14TES WINDOWS UNEQUAL LTYES(ORIEL TYPES)WINDOWS DESIGN LOAD CAPACITY -PEP(HI-RISE BILL) DESIGN LOAD CAPACITY- PSF(HI-RISE SILL) STANDARD HEAVY DUTY STANDARD HEAVY DUTY i1 TOP RAIL TOP RAIL TOP RAH. TOP RAIL z GIAS9 TYPE CLASS TYPES GLASS TYPES GLASS TYPE CLASS TYPES GLASS TYPES / WINDOW DINS. 'A' 'B'.'C',b'&'E' 'r.'C,'D'&'E' WINDOW DIMS. 'A' 'B'.'C'.'D'&'E' *fr.V.V&'E' WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(••) EXT.(+) IM.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) tNT.(-) 19-1/8• 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 70.0 80.0 80.0 Sao 80.0 90.0 I� o 26-1/2" _ 70.0 80.0 80.0 90.0 80.0 90.0 i 26-1/2^ 70.0 80.0 80.0 90.0 80.0 90.0 ter v 37' 28' 70.0 80.0 80.0 804 80.0 90.0 �� S ,] 37' 50-5/8' 70.0 80.0 80.0 90.0 80.0 90.0 00.• "�d� 42' (3) 70.0 804 80.0 90.0 50.0 90.0 = _ _ JQ 42" {S) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 9010 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 80.0 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 53-1/6" 70.0 74.0 804 90.0 1 80.0 90.0 Rry �1 19-1/8^ 70.0 80.0 80.0 904 80.0 90.0 19-1/8" 70.0 BOA Sob 90.0 80.0 9010 x h 8 26-1/2• 70.0 90.0 80.0 90.0 8010 90.0 26-1/2' S8" 70.0 80.0 80.0 90A 80.0 90.0 v i0 3Y 38-3/s' 704 60.0 80.0 90.0 80.0 9a0•-- w � I w I 37" (5) 70.0 80.0 Bob 90.0 80.0 90.0 42^ (4) 70.0 80.0 80.0 90.0 BOA 90.0 F'------'----- 1. 70.0 80.0 80.0 90.0 80.0 90.0 49' 70M 80.0 80.0 1 90.0 80.0 90.0 49^ - - - - 80.0 90.0 Z 53-1/8• 70.0 80.0 so.0 I got 80.0 9010 19-1/8' 70.0 80.0 80.0 90.0 Bob 90.0 Itl eeelll t8-1/8' 70.0 80.0 80.0 90.0 _6010 Sao 28-1/2" or 70.0 80.0 80.0 90.0 80.0 90.0 --_� 26-1/2" 70.0 80.0 80.0 90.0 SOA 9010 37" (6) 70.0 80.0 80.0 90.0 80.0 90.0 37" 30-5/8^ 704 10.0 80.0 90.0 804 90.0 42" - - 80.0 90.0 42' (5) 704 80.0 80.0 90.0 80.0 90.0 19-1/8" 68" 70.0 80.0 80.0 90.0 80.0 90.0 49' 70.0 80.0 80.0 90.0 80.0 90.0 20-1/2^ (6) 70.0 80.0 80.0 90.0 80.0 904 53-1/8• • 80.0 80.0 90.0 80.0 90.0 37' - _ _ _ 80.0 90.0 • 19-1�' • 010.0 80/1 10 GOO.O 90.0 80.0 90.0 19-1/8' 74-1/4" 70.0 Bob 80.0 90.0 80.0 90.0 1414' aft sto 90.0 80.0 90.0 26-1/2• (7) 70.0 80.0 Sao 90.0 80.0 90.0 • •�7. 58•. ova 8010 80.0 90.0 804 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. � Pr a1 (5) 11% o 90.0 80.0 90.0 LIMIT EXTERIOR(+)!AADS TO 70.0 PSF FOR STD. SILL. 49^ 70.0 awe••�0 90.0 80.0 90.0 Q Q • .0 8010 .0 90.0 50.0 90.0 � Z affil 19-1/8" • 706 a40 • 80.0 90.0 80.0 _90.0 Z tL�+ • -•1'2' • 0.0 ••"A 90.0 80.0 90.0 1 0 gg- •�• 83" 700 -..80.4•••EO.O 90.0...- 80.0 90.0 fn g • 42� (61 .0 8E.0 90.0 80.0 90.0 W M • •z 70.0 804 80.0 90.0 80.0 90.0 5 5'I • s3-taJe" 70.0 .d •aE.o 90.o so.o 90.0 • 16aHW • 740 8101• **.a 90.0 80.0 90.0 4 4 4 26-1/2' •• O 8.0 80.0 90.0 60.0 90.0 1� 3Y 88• 70.0 Bio• 40.0 90.0 80.0 90.0 Y • • * • rnolwcl RRvlsso (a �2 (61 O �.� ADA 90.0 80.0 90.0 49" • •io.0 80.0 80.0 90.0 8010 90.0 H7 emlools wOh the Fbdde No 9-1//88' 70.0 80.0 80.0 90.0 80.00 0.0 to R AC° °0, 6�' /�� .o,J 28-1/2' 70.0 80.0 :__ 90.0 80.0 90.0 BY STD. TOP RAIL HEAVY DUTY TOP RAD. 37' 74-1/4• 70.0 Sob gob 80.0 90.0 S-1000 S-1000 NO 42• (7) 70.0 80.0 90.0 Sob 90.0 won w as° - - - eo.o 9aa CAPACITIES ON THIS SHEET ARE o s3-1 e" - - - 80.o Sao 1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) o o / SB AND FLORIDA BUILDING COMMISSION ° - 80.0 90.0 DECLARATORY STATEMENT DCA05-DEC-z1926-1/2' - 80.0900 11's �• - - 8010 90.0 F�9r' OD AHM pY L3t 42" (7) - - - - 8010 90.0 CPE aH. 7�s92 s qi 49' - - - - 8010 90.0 + NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSP FOR STD. SILL. ai drowina no. SM.TOP RAIL HEAVY DUTY TOP RAR 2015 �W03-56 S-1050 5-1050 sheet Q Of$ TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS 4 18Y SEE ELEV.FOR SPACING /N . i WOOD BUCK METSTRNUCTIJRE MIAMI-DADE COUNTY APPROVEO c Z MUILION&MULLION ANCHORS fl SEE SEPARATE NCA 3 �"' ' Ed 'v h 411 0 'a TTA I \\t' £d11 \ O 8 1 �3 $� r TYPICAL ANCHORS Et ANCHORS SEE ELLVS.FOR SPACING FOR SPACING 4 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I.- AND M TRANSFER THEM TO THE BUILDING STRUCTURE. 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/4" DIA. LILTRACON BY 'ELCO' (FU-177 KSI.Fy=155 KSI) � N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t1 50.1 1-1/2" MIN. PENETRATION INTO WOOD • •• THRU 18Y BUCKS INTO CONIC. OR MASONRY � • • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY iS •••: •• ••• 5 8 It DIRECTLY INTO CONC. OR MASONRY V • 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY w • •••• 4 i C B 1 $14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N • _ • • ALT. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") n v M"1' • •••• •••• 4 INTO METAL STRUCTURES • • t4 • , 14 4 14 STEEL 1 1 : 12 GA. MIN. (Fy = 36 KSI MIN.) •••• 0 •••• • • L ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) i •••• • i • • T (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEDOR PAINTED) Li N to v • • iS • • 1 • • I Ed = ANCHOR EDGE DISTANCE _ ••••: • I • • 0 1 INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. •••••• •• • •• • " •• INTO METAL STRUCTURE = 3/4" MIN. • @ •• ••• • •• o WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. § 8 0#0000 •••••• • 11 CONCRETE AT HEAD.SILL OR JAMBS t'c 3000 PSI MIN. o A 0000 t t 6 C-90 HOLLOW/FILA.EO BLOCK AT JAMBS Pm - 2000 PSI MMT, o s g i e SEALANT: m t I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH '= 14 104 I gip+ SCHNEE MOREHEAD SEAM SEALER SM5504. •t •8; o n -N WYEEPHOLES: s © t5 ao I =PRODUCT'RRVT31� W2= 1-5/16" NOTCH WEEPHOLES AT 4" FROM EACH END AT EACH ENDg .. _..... yh�awlWWeFtafldlt � Colo r.JVW AH AD u g CML 73F ' 44FU � e-E � IL IAiODm �•02's .PE i 70582 S i 5838 8 4.0 e. a drowtng no. ° TYPICAL ANCHORS SEE ELEV. Ed '. b a..> SERIES-1000 L .10205 Ed FOR SPACING VENT WITH SPRING LOADED LATCHES W03-56 deet 3 of g TYPICAL ANCHORS. �{L SEE ELEV.FOR SPACING 71A ,BY II WOOD BUCK 001 Y O B 10i� 14 4 a fl I I y J ' B e OPTIONAL TO 9 OPTIONAL TO 9B 9A OPHONAL TO � m BOTTOM LATCH BOTTOM LATCH BOTTOM LATCH z • • ••: • . B aA sc. v � • ••.• • J a • • 090: AL • � J-1 W J • 1 i 2f C]aM � 0 14 Is�j'••• 1i I ALT. t19 •••• !, •'' ' f viZ••. ••• . • • 0 m M M 1 I I I 1 000 • 0000 • W • I••• p °x I � ti •• •.• • • O C ••••00 . i ••.• 114 1 I 9 rc C �m1 ..an Wi & 6 C 1s a �� za M3 � gu x _ O C1 PRODUCE RRVISIRT I,--JAM CAOL AHMAO d d Cd�17 widld•VIO{Id8 FlA.PE i/70582 ed ° . UwTdIaS Cade .O CAM.J578 $ p drawing no. TYPICAL AHCHoes > ° b - SERIESSU ELEV. — 050 W03-56 ^ Ed FOR SPACING Ed VENT WITH SWEEP LATCHES ja 15 (eh001 4 of$ 17EM d PART d RSQD. DESCRIP'1TON MATERIAL MAWP./SUPPLIER/RtOlAM 1 ESIODI 1 FRAME HEAD 6063-T6 2 ES1062 1 FRAME SILL(STD.) 6063-T8 - p 2A ES1101 _ 1 FRAME SILL(HI-RISE) 6083-T6 O 3 ES1003 _2 FRAME JAMS 6083-T8 - I 4 ES1005 I FIXED MTC.RAIL(FOR SPRING LATCH) 8063-T8 - 4A ES1051 1 FONED MRC.HAIL(FOR SWEEP LATCH) 6063-TG - 38 5 ES1004 1 STD.VENT TOP RAIL(FOR SPRING LATCH) ... - 8063-T8 - _- SA ES2004 1 HEAW DUTY VENT TOP RAIL(FOR SPRING LATCHES) 8063-T6 5A1 ES2004A 1 HEAVY DUTY VFW TOP RAIL(FOR SPRING LATCHES) 6063-T8 ALTERNATE TO 5A 58 ES1052 1 STD.VENT TOP RAIL(FOR SWEEP LATCH) 8083-T8 - qg MIAMI-OAOE COUNTY 5C ES1053 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 8063-T6 -APPROVED MULUO n SEE SEPARATE NOAN TYPICAL ANCHORS 5C.1 ES1053A 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 6063-TB ALTERNATE TO SC SEE ELEV.FOR SPACING 6 EStOD8 I VENT BOTFOM RAIL 6063-TS - 7 ES1007 2 VENT SIDE RAIL 6083-T5 - 4 8 ES1GOB AS ROD. GLAZING BEAD 6063-TB - 8A ESI 103 AS ROD. SOUARE GLAZING BEAD 6063-75 - 9 ES10D9 2/VENT SPRING LOADED VENT LATCH 6063-75 AT 8-FROM ENDS z - _ 0 ® - - - 9A 3032 12/V— SWEEP LATCH 7AMW AT 11`FROM ENDS 98 /8 X 1' 2LATCH NNSTALLATION SCREWS - FH SMS 10 F.S1012 LATCH SPRING ST.STEEL•• 11 ESIOIO CLAZINC WED GE SOFT PVC OUROMETER 70+.5 SHORE'A'• =_ _ _____ 11A 27-425 GLAZING GASKEF EPOM OUROMETER 60+.S SHORE'A'• 12 #8 X 1' FRAME&VENT ASSEMBLY SCREWS CRS PH SMS••••.•• WIDTH WINDOW WIDTH 13 ES0-1 SDSASH CAM CEL.(:ON • • L144J820-187 AS REQO. PILE W'STRIPPINO WITH PLASTIC FIN AMESBURY OR EQUN. oft • • •..•.• � 0`FM • Q300%190 AS READ. FRAME SIl1 W'STRIPPDOi - q-LON2••.••• •..• • - 2/VENT BLOCK&TACKLE BALANCE SERIES 120 BY BSI `� Z• • • - 2/VENT SPIRAL BALANCE _ � Z••.•• ••.• ••...• 7 Ul� R *0000• ES1013 2 SASH STOP?ICAL ANC • • ES1505 - FLUSH FTIAME ADAPTER 8063-TS OPTIONAL M•i°Et".F PACING• •.•• - 1 5/18"BOX SCREEN - OPTIONAL • • • •..••• 21 27-372 2/LRE SENTING BLOCK.7/16'X 3/16°X 3-1/2°LONG EPDAI OUROMETER 75+.5 SHORE A • 1/4•AAX. • •o VENT WIDTH 1/4-MAX. • SHIM SHIMS a •• • •• 0 OPTIONAL 17 Lp, • • 1BY 1/4-MAX. TYPICAL ANCHORS Q 0 8 . 16 14 7 OWOOD RUCKS SHIM* SEE ELEV.FOR SPACING (L55 a o� S METAL -_ D STRUCTURE c a7 p;•_+ n 4o+G6+N% W 'O np t3 O-tp` �mkTYPICAL ANCHORS RPM .w SEE ELEY. a FOR SPACING 11 PRODUCf RMM -p t2 EXTERIOR a ss complyAlgwp6 ft Fluids Erpr �CMLMUM ^ 3 8 Building FLA.PE 70592 w D.L.OPG. .a O0 CAN. B. 11DVA WINDOW WIDTH $ h MIIOFm 11• __ ERIES-1000 drawing 6 SERIES-1050 JILL 1 2015 0603-56 sheat 5 -t 8 TYPICAL ANCHORS L!lmuELEV. SEE FOR SPACING TYPICAL ANCHORS SEE ELEYS.FORSPACING Z g METAL MIAMI-BADE COUNTY APPROVED O -� STRUCTURE MULLION&MUWON ANCHORS ] zd •a.� a. Ld SEE SEPARATE NOA Ed e. a e n ALT. TYPICAL ANCHORS SEE ELPV. FOR SPACING -Wa s v n • • 0000 • •• �� • • • 0 • 0000•• • O• • • • vi In•••••• t/a" 19 ALT. MAtL. z$ • Q •• ••• 0000• •• •• SHIMS 25�3ZLL u,.{ • • • • ••• • • 0000 0000•• a. vio) � ••• • 0000 ° • w R 0000•• • • _ "12 0 • • • • 0000 -, •• 0••• • • • • • •. :i . o •*• � •• ••• 0000 • • ° • q rr TYPICAL ANCHORS SEEEL ALT. SEE ELEV,FOR SPACING to Co. 1 pl�� /'� Ener:JAVAD AHMAD88 wltbAs CML sfifi 13UUdcet4uC�0N0 .`!� F CAN.� 17D792 b 3 BTalton Date �SJB y 7 v' v V TYPICAL ANCHORS S SSC ELEV.FOR SPACING By M aProduacumol Browing no. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER AUL. 2015 W03-56 sheet �of g �p -2.330 1.130 1.130 .062liv 11 Am2.,80-- - .328 r•- �� m M _-¢. �J�' •DB2 .082 '062 .543 Z .718 .813 .750 .7.7701.344 1.344 2.063 I 2.083 2.392 2.288 it GLAZING WEDGE .930 Q FRAME HEAD i9 FLUSH FRAME ADAPTER ^Iedll tt-- ® STD. VENT TOP RAIL STD. VENT TOP RAIL a SERIES-1000 89 SERIES-1050 BASE POLYMER= EPDM RUBBER �^ 2.185- .813 OENSI = 10.26 it N =7015*5 1.830 1•�O TENSILEHARDNESS STE STRENGTH=905 PSI 1.122 ELONGATION AT BREAK=2737. oU ti .930 .9J0 1.130 YEAR STRENGTH- 1.341 Kip/ft �Q• d BROLENESS TEMPERATURE_-40'F a Bt j 2.330 COMPRESSION SET-27R(22h®158'F)Jc all 0 1.230 1.421 1350 1.250 ,080 1.2 .062 1.400 .078 ,147 2.063 .t53 L�JU_LJt 2.081 dl .760 .082 A82 1.344-+i {t II -aI.S82 �I.582 i UQ FRAME JAMB CO VENT LATCH / H.O. VENT TOP RAIL H.D. VENT TOP RAIL • •• lu'� SERIES-1000 ® SERES-1050 • • I�•'i4�•• • •• � x.329 1.830 •�--1.830�• �.I c'W •• •.l�3 �Z•• .050 II��_ jI`I H •••••• • • • 1.250 UUU .125 1.250 .125 ' �Y» • • • 817 • 10000 .147 2.063 .153 2.083 • g •• m0 •• • • I � z_ - d • U GLAa G B% • ® IQUARE GLAZING STOP .062-- a pet 10 FO: L• .868 949 582 C'+1• ••• •• •••� • •••• .715p ABB - Ldiin nx 00* •• At3p 4 • •••res?- 062 .93o H.O. VENT TOP RAIL H.D. VENT TOP RAIL --^� • SERIES-1000 SEWS-1050 •• • • 2.188 • •••• I • 1.250 } Sl • •• 9t .992 .992-«I •• • •.489 • • • s 1.434 -1 � C •• • O VENT SIDE RAIL 1.149 ,Og2 2.113 ,082 2.187 C 7.876 � } t3g 5o t.zsO H (6) VENT 807 TOM RAIL d .e9a z.e57 2.457 co$�� 1.212 1.212 0 0 S ry .062 MEETING RAIL MEETING RAIL S S //'�� 3o„z_ O SERIES-5000 \J SERIES-1050 1-1 .082- 3.727 2.502 .710 1.335 &ryr:JAVAD AKMAD u CML N FLA. CAN. .874 Z . c PRODUCrPAVISED 1T�� ILII .874 0 �a4071U4 Flotide M------2337 «1 L 79-1 2.337 AO� drawl B7 L 10 20 W03-56 Q FRAME SILL (STD.) FRAME SILL(Hf-RISE) 4ProductCl �9heet 7 of$ 12 � g a� - �" • IA Z \ 0000.• .••• Z�.. • • 0 • ••• 0000 •..• • • • off 00.00• • . • • • • 0000 • • • 0000•• •• ••• •• • 000.00 12 • • • • • i• • •• •0 s... s FRAME CORNERS__DETNL I °x_ a Engr:AM AHkW CML j pRODUCrO SM X575 VENT CORNER DETAIL GqN 9 2 7099 0 as camoft wbb dke Plaft DtdldwsCaea Q7 �— ----� A00CW°�°O jLj• 7 drowiN no. > .1 L 6 2015 [W03-5i M °p ftc C sheet g of 8 MIAMI•DADE MIAMI-DADS COUNTY SMIN . 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.eov/economy ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 1115000"Ontswing Aluminum Casement Window—L.M.L "" APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum OdtUvftQ Casenent,Wdw.• •, • (L.M.I.)",sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05106115q,psapared*A1,P'arooq....;. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade•C®uAty ProducteControl. Revision stamp with the Notice of Acceptance number and expiration date by Jhe 49jami-I Dadeo Eounty: Product Control Section. •••• •••• ••••• ...... . . ..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• ••••• ••• •• LABELING: Each unit shall bear a permanent label with the manufacturer's nanto eip 4®go, Barranquilla, . Colombia S.A., modellseries, and following statement: "Miami-Dade County Praiuct &ntro AAjgO.ved",•••... unless otherwise noted herein. ••••0 RENEWAL of this NOA shall be considered after a renewal application has been•filed and there ras been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this MOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0820.96 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0129.05 CFDADEE COUNTY Expiration Date: April 03,2018 5114-115 Approval Date: May 14,2015 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419 01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,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`B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and•03/16/11 rejjjjtively,••,,•• both signed and sealed by Marlin D. Brinson,P.E. •..• ; ., . 0• (Submitted under NOA No. 11-0419.01) ••• •• •• ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•••••• • 2)Uniform Static Air Pressure Test,Loading pc!*MC TAS7V-94 • ..... 3)Water Resistance Test,per FBC,TAS 202-9.x o f*•... .... • 4)Large Missile Impact Test per FBC,TAS 20Jd-94• •..•.; .. 5)Cyclic Wind Pressure Loading per FBC,TAd&20&94 .' 6)Forced Entry Test,Type"B"Window,Grady 16,per F$C,.;i l 1 .... • 3.2.1,TA'S 202 94 and per ASTM F 58894 ' along with marked-up drawings and installation diagram of series 500d.O.ZVwing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS / 1. Anchor verification calculations and structural analysis,complying with F13C-5th Edition(2014),dated 10/27/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 -20aw.u.,0ov,2 Manud P ex, . Product Control xaml er NOA No. l .05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-04.19.01) 3. 6666 Laboratory compliance letter for Test Report No.FTL-5336,is;ued by FeniVilion ••• Testing Laboratory,Inc., dated 11/16/07,signed and sealed by Carlbs:S.Ripuda,P.E. .• (Submitted under NOA No. 08-0204.45) ' ' ' 6666.. . .. 6666.0 .96.06 6666.. 6 000000 G. OTHERS •0••' '00000 • 6666666. 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows.,•.t�..•C, for the6ir.§eries.6;,.,,- "S-5000"Outswing Aluminum Casement Window-L.M.I.,appvJW on 1 IIAWJ2 and.6 6.0 expiring on 04/03/18. V0:0: 0 00 . 6 9 9 969666 000000 • 6 9 • 6 • • • 999696 96 • 9669 6 • 00 0 Manuel r P.E. Product ControExa finer NOA No.1 129.05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-2 A' SURFACE APPUEO 9` � q FALSE MUNTIMImo-- OPIIONAL 4 I I I I / {/�'� 4 \� 4 -- � arNPONrs � -KS Mutn POINT LOCK SIZES LOCKING POINTS.. qq{{ 30• \ SEE CHART 30 5/8` 30 5/8` At I D.L OPG M $ KEEPERSEED.L OPO D.L.OPG P V WDW.HEIGHT 35 1/4" UPTO AT SASH 35 7/8` VENT WIOTH 28" 2 _ VENT WIDTH VENT WIDTH 37'WI41Y - 3 74• NV w WINDOW DTH 78" --b ---WWWW WIDTH SINGLE—w pQUHLE txlc) 3 z TYPICAL FLEVATION� SERIES 600 1, ALUMINUM OUTSWING CASHMENrf wINDow DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. e§ APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE C o R COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 c j FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW Igo OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• 4 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • 00*• • • • S B B HURRICANE ZONE(HVHZ). • • •• • • • • • • •• • • • • ••• • THESE WINDOWS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ••• •• •• ••• ••• SHUTTERS ARE NOT REQUIRED. J Y LOADS TO THE STRUCTURE. ANCHORS SHALL LTE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS9n JAVAD �! EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRODUCT RBVISIID RA FE 1 70592yft Codd yft with the Fw td9 0 ••• • • ••• • , ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS CA.N. Bu S ARE • • • • • • • • • • Amepwnw No/ NOT PART OF THIS APPROVAL. • • • • • • • • • Nart'rataroDale IS g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • • • • • _—� • •• • • • • • • • BY rowin MATERIALS INCLUDING BUT NOT UMDED TO STEEL/METAL SCREWS,THAT •• • 000 • • • 15 Mimui Praducl d 9 no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W0 n REQUIREMENTS OF THE FLORIDA BLDG. CODE sheet.l of 10) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t 3/. .ter f-9r10, DESS", CAPACITY-PSP FOR(7:)SIZES DESIGN]AAD CAPACITY-PSP FOR(IY)40798 p t, . III CAI IACIB WINDOWS SLID MUIJT POINT LOCI MTA CAM ISIS Munn BETA MULTI POINT IACI IA88 TYPBA GLASS TYPE GUM RYPER OU39 TYPES CLASS TYPES 814"TYPE GLASS TYPES GLASS TYPES , WINDOW DINS. 8.C.D.E,P •A' 'B' 'C','D',V.4" WINDOW DLI& A.B.C.D.E,P •A' 'g' •C','D','E'.'F' 0 IDDTH FffIGHT EXT.(+) 1M.(-) E7R.(+) INT(-) 02(+) 1M.(-) OXT.(+) 7NL(-) OTDTM mm IXf.(+) 7M.(-) DXf{+) INT(-) DfL(+) IM.(_) E7O.(+) ,NT{-) 18-1/8' Bob 88.0 85.0 65.0_ 9010 9010 90.0 __90.0 37" 88,0_ 85.0 8810_ 88.0 80,0 9010 80.0 80.0 0 zd 2637' 28• 85.0 SSA 85.0 -85.0 90.0 �A 90.0 9010 53-1/8' 26, 86.0 S&O 85.0 8510 80.0 90.0 90.0 80.0 1 - -- 37 85,0 SSA 854 85.0 904 90.0 BDA 9010 74' S&0 8810 SSA 8510 90.0 9010 80.0 90.0_ 42' 85,0 55,0 8510 85.0 90A 90.0 904 9010 84 _� -- - 85,0 85.0 854 85.0 80.0 80.0 90.0 9010 78-1/8' 88.0 86.0 8_84_ 88.0 904 8010 BOA 90.0_ 37' 85.0 85.0_ 88.0 8&0 80.0 90.08010_ 8010 28-7/2` 88.0 Sam 8810 85.0 9010 90.0 90.0 9010 83-1/8` 8510 88.0 8510 8810 90.0 8010 BOA smA A . 37' 83.0 80.0 _8510 88.0 _90.0 90.0_ 90.0 9_0.0 74• . _ --- --- t• - -8-5.0- 86.0 88.0 85.0 8810 80.0_ 80.0 BOA_ _90.0 42' 86.0 88.0 �.O 90.0 90.0 90.b 90.0 84" 88.0 80.0 BSA 55,0 9010 90.0 80.0 90.0 � ly 18-1/e• 86.0 86.0 8510 no _BOA 80.0 _8010 90.0 37' 850 B5A 86.0 8510 90.0 9010 90.0 90.0 -1 Q o 28-1/2• SO-8/8` �.0 8610 86.0_ 9010 90.0 9010 9010 83-1/8• %.0 80.0 85.0 no 8&O 80.0 WA 8010 C J7: 8510 8S{A 8810 8610 90.0 _90.0 BOA 90.0 7a' 50-5/8` no 88.0 86.0 85.0 9010 80.0 80.9 90.0 A; 42' 854 55,0 85.0 86.0 8&0 90.0 1 9010 9010 84' 80.0 BSA 85.0 83R 90.0 90.0 90.0 90.0 19-1/8' 88.0 86,0 86.0 8510 904 90.0 80.0 90.D 37` 8610 86.0 8610 8610 SDA 80.0 90.0 90.0 MSMSMS Q, 28"1/2° �. 86.0 840_ �.0 BSA 80.0 9010 9010 90.D 83-1/8` 7&9 784 78:9---7&g 7&9 7&9 7&9 78k 3Y 85.0 65.0 85.0 86.0_ 90.0 90.0 9010 90.0 74' �• 67.7 _87.7 87.7 67.7 67.7 67.7 67.7 87.7 4Y - - - - -9010 90.0 84' - _ ---- 19-1/8' - - - - 609 SOA - - 00.0 90.0 37' 63.8 83.8 28-1/2° 74-1/4 - - - 90.0 90.0 53-1/8• 74-1/4" _ - - - 472 47.2 n �. - _- - - - 18-,/e• 40.7 40.1 Sob 26-1/2• 78• _- - - - - A 90.0 6377.1 -- -- - - - 8810 69.8 /8° _ 43.9 4J.9 - 0 Bob 86.0 7a• - ___ 37.2 37.2 24' SSA 85.0 86.0 SSA 90.0_ 90.0 804 80.0 48' 85.0 SSA 8510 85.0 8010 SDA 90.0 90.0 C/ t ccc777 .J 28' 85.0 85,0 840 86.0 9010 80.0 904 80.0 56` 85,0 8610 _a" 86.0 90.0 90.0 90.0 .0 sr 85.0 a"38' 86.0- 854 88.0 8610 9010 90.0 9010 90.0 7y` 48' 85.0 8610 85.0 85.0 Sob 86.0 85.0 wo 80.0 8010 _SMO pff- gob 40' 8&D 8$10 8610 _85.0 90_10_ 90.0 9010_ 90.0 80' 8510 8_610 86.0 8610_ 90.0 A 90.0 9&0 t�•+' d M j 4e 85,0 8510 85.0 85.0 �.0 90.0 gob 8010 84 8510 8510 88.0 8610 SDA 90.0 80.0 p r 24' 86.0 86.0 8810 85,0 9010 _90_10 90.0 90.0 48' 8610 SSA_ 86.0 90.0__ 9010 90.0 BO.0 z,Z 28' 86.0 88.0 8&0 8610 80.0 9010 8010 80.0 88' 88.0 88.0 86 90.0 90.0 80.0 90.0 32' 86.0 85.0 85.0 SSA 80.0 41010 8010 90.0 84' 85.0 8510 0 85.0 90.0 9010 904 90.0 N U) v 38' 8&085.0 86.0 854 90.0 9010_ _00..0 90.0_ 7Y 84" 8810 9 8&0 85.0 8U.0 90.0 9010_ Sao 40' S&O 85.0 8510 85.0 9010 90_10_ 9010 90.-0 8p• - MA 85.0 854 9010_ 904 80.0 9010_ 85.0 85.0 88.0 85.0 9010 90.0 80.0 90.0 84" 86.0 8810 86.0 8610 8010 9010 no 90.0 2d 85.0 SSA 8610 86,0 9010 9010 9010 90.0 864_ 06.0 85.0_ 86.0_ SDA 9D.0 _9a0_ 8010 ••{`„" (S,i(j U 28' 85.0_ 86.0 8610 88.0 904 9010 BOA 90. SB• 85.0 8810 86.0 80.0 8810 88.0 88.0 8810 u JY 60. 85, __ ..__- 79- 56.0 9010 90.0 84" 79.3 78.3_ 79.3 78.3 79J 79,3 7B.3 79.3__ K.GJ` 38° 88.0 86.0 86.0 55,0 SoA 90.0 BOA 90.0_ 72' 80" MA 729 72.8 72.8 _72.87- 728 729 T2.8 _._ 90.0 904 'j�'` p 42• - - - - - - Sao 900 9a• _ - - -11012 6s2 c 24' 86.0 8810 85.0 85,0 _SDA gob BOA 80.0 bg• 7410 T4.4 74.4 _74.4_ 74.4 74.4 74.4_fl49.* 28' 8&o 85.0 S&O 86.0_ 9010 9010_ 20.0 90.0 86' 88.1 85.1 88.7 86.1 _66.7 88.1 60.1 3Y 88 85.0 8100 88.0 85,0 9010 2010 _90A 80.0 64' �• 58.3 5&3 58.3 _8&S 58.3 8&3 88 J 36' - -- - _-_ 90.0 _90.0 72' - ---- - - 63.2 NOTE: g• _ a dD• - - - - Sob Sao 80" •• �•• -e =• _ •_ aea GLASS CAPACITIES ON THIS SHEET ARE 80,0 90,0 48. • - - - 06.6 56,6 BASED ON ASTM E1300-09 (3 SEC. GUSTS) A, 8 o �. 900 B0.0 6B• • •• _• • • •• aB9 49.a AND FLORIDA BUILDING COMMISSION g m v o w 7z° - ° Sob 64• �• -T _ � _ _ 442 aaz DECLARATORY STATEMENT DCA05 AEC-219 14- - - - - 90.090.072" 40.2 49290.0 Bao 48' - - 48.1 4&1 L^9R JAYAD Ali1dADPRODUtTRRYISED78' _. - - 410.0 I 88" - - ' CNIL 419 4,9 FU F'E 70892 76•• •_ .• _• - M • 372 372CA3i. tk•44p1Anc0BSA 72' • • - - - - - - 339 33.8 laivO Dere �$ 4f 4i •• • • • • • • • • • fy i 8 • •• • • • • • • • A4tOwi Pro&wl(ynDal drawing no. 4� z01� W08-08 �h9•t Q of ••• • • • • ••• • • • • • • • • • • • • I. • •• •• • • • •• •• 1/8"HEAT STREN'D GLASS -1/8'HFAT STREN'D GLASS .080 INTERLAYER .090'INTERLAYER _Z BUTACITE PVB BY'DUPONV -SENTRYGLAS BY'MIPONV 0 1 HEAT STREWD GLASS -1/8"HEAT STREN'D GLASS �. SILICONE HE a DOW CORNING 795/983 DOW CORNING 795/983P SDOW NCORNMG 795 9 F a GLASS TYPE. 'A' A TYPE +B+ g VADFR AN X TS ON UTES ALT. BLAZING OP'1'IUN SETTING BLOCKS AT LAM.GLASS THESE GLAZING STOP CAN BE USED WITH NOTCH GLAZING BEAD LEG GLASS TYPES W. 'B'+ 'C' & 'D'. TO CLEAR BLOCKS 5/32"HEAT STREN'D GLASS OR HEAT STREN'D GLASS VJ OR 5/32" 5/32'TEMP.CLASS 1/4ALAACE 1/4"AIN STAGE 47111,�HEA'r. ' STREN'D GLASS -5/32'HEAT STREWD GLASS 1/8"HEAT STRENV.GLASS 1/8'HEAT STREN'0. GLASS N•„ LTERAYER .090'INTERLAYER .090 INTERLAYER _ 090"INTERLAYER z z BY'OIIPONY SENTRYGLAS BY'DUPONT' BUTACITE PVB lTY'DUi+ONT' SENTRYMTAS BY'DUPONT'STRLTI'D GLASS 1/8'HEAT STREN'D GLASS 5/32'HEAT STREN'D MUSS 8/32'HEAT STREN'D GLASS (ASILICONE OW CRNING 798/983 SILICONE DOW CORNING 795/983SILICONE SILICONE DOW CORNING 795/983 p; DOW CORNING 795/983'� .ASS TYPR 'C' ('LASS TYPE 'D' •• ••• • AT 1/4 POINTS ALL SIZES m '+ • • •OiE'.• •• d • • GLASS TYPE *F' SETTING BLOC 05 AT INSUL. LAM.6tass • • •• • • • • • NOTCH GLAZING BEAD LEG GLAZING OWIO i i i i i•i •• TO CLEAR eLMGKs W &V-NX +, CMI. PRODUG.TROVISE.D NOTE: ITA. 7(•92 m COMO MMYlag wwithILq FbfLla • ••• TO QUALIFY FOR SMALL• BBILE NMPACT RATING C'7 Bml tt 6 I EXTEJOR•PL2 0: GLASS JYk?.'E:& 'F' MUST BE TEMPERED. iraivaDaM 1Q 8 #� • •• • • • • • • • ' /tA 1/ 82015 h' Iaoarx drawing -no. W08-08 mor o • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 lTMCAL J SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELFT.FOR SPACING TYPICAL ANCHORS V 1�. SEE ELEV.FOR SPACING EJxiE DIST. NiDDD BIiC:K .•ee a )1/1'dre < .•.4. a CAGE STRTURE ltlA111-DADS COUNTYMULLAPPNWEU MAL qAL pc SEE ION&EMULLION NOA ANCHORS EDGE DIST. DIST. j uay 17 a 12 V • 5 TYPICAL ANCHORS_ SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - ANU TRANSFER THEM TO THE BUILDING STRUCTURE. J tt MICAL ANCHORS: SEE ELEV.FOR SPACING 1/4" DIA. ULTRACON BY 'Fr ens (Fu-177 KSL Fy>155 KSQ is I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD x O THRU 18Y BUCKS INTO CONC, OR MASONRY J +-- 1-1/4" MIN, EMBED INTO CONC. OR MASONRY nn o � DIRECTLY INTO CONC. OR MASONRY q`r j I I-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 z Ll r ! J14 SMS OR SELF DRILLING SID (GRWE 2 CRS) � In DE MIAMI-DA COUNTY APPROVED MULLIONS (MW. THK. _ .080'7 r, U,M:z INTO METAL STRUCTURES G _� !I t: STEEL : 12 GA. MN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — 12 19 TRUTH TYPt�( E DISTANCE a 5 19 INTERLOCK rd t` t5 INTU CONCRETE AND MASONRY 1-1/2- MIN. P WTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE - 11/16° MIN. IRE 21 WOOD AT HM, SILL OR.JAMBS SG m 0.66 MIN. D, SILL OR JAMBS f'c - 3000 PSI?AN. 1 • 33 •• 33 $ CONCRETE ATW%LLED BLOCK AT JAMBS t'm2000 PSI MIN. t •• • • $8tT�� 17 14 • • • • • • • • I .. a m v u W 4 CA+K I`ItOUl1CT IU3VISUO i3 9 FIAT 782 .,,,wnplyirr{y with um FIsr16s o • ••• �. v .• >' BaddiaS Colo . e. e • • • • , •• • .•. Acomptom o No 'O Q • • • • >• a' , v.P Lac'rabimr Imo !p PICAL • SEE FLEY�FOR SPACING ••• •• ••• •EOGE DIST.• •••TYPICAL SEE ELEV.FOR SPACING WBy WII, "dm�.Wmj sheet 4_°f ••• • • • • ••• • • • • • • • • • • • • • •• 000 • • • •• •• 3/18'MAX. S {/�')— (� HIM C \ ) 1/4-MAX. �Y 4g Sm*M J- -- _ Z BY TYPICAL ANCHORS 3 18 18 81 48� 1`1flOOD BUCKS 8 - F BO SEE ELEV.- - • ' ° CAM 1 FOR SPACiNC - -- ------ g SCREEN,OPTS--__ IA- i Pi 8 ' .TYPICAL ANCHORS 8Ip ELEV. W META._ S 18 13 B EXTERIOR 7 2 4 0, TOR SPACING - ; 4 STRUCTURE D.L_ MULTI POINT LOCK OPTION LAM LOCKS OPTION --- SINGLE VENT WINDOWS n Ile SHIM MAX OC OE U OO)Mq WOOE D BU 1/4'MAX. 333 0 3 16 T SHIMS Z 3 is v° 3z�"yj v.. •AS ° TYPICAL ANCHORS � • M' �� __ v SEE El".FOR SPACING TYPICAL ANCHORS 614 g D.L.OPG_ OO B — 8 FOR ACMG SEE T B 13 EXTERIOR D.L OPG. IC, VENT MOTH _ $ $8 — � _ :- . -- -- - --wwTN •• •.• • •VANDOW WIDTH • •• -------- -- -----_i_..-_f—w-00 . . . am Am" . • . • • CML PROUTICTREVIS® •° 9 FTA.PE ?M2 rs m pIyingwlBtdNt S ' I • ••• • • ••• • GAN, Building Coda • • • • • • • • • • A� eMIS- bbl retfsA 129.0 • • • • • • • • • j osro /8 ••• V i•• ••. ••• ••• W droWing n0. Y 2015 W08--08 sheat 5 of10) • • • • • • • • • • • •• •• • • • •• •• K ' TYPICAL ANCHORS ^'. FOR TYPICAL S A ORS SEE ELEVC SEE ELEV.FOR SPACING EDGE _METAL MIAMI—DARE COUNTY ARMA&U 0 --- ° STRUCTURE MULUON k MULUON ANCHORS {rte °�EO6E bi_.Sf•.. p ° I SEE SEPARATE NGA EDGE DIST. i � U 1 1 O gaM ALT. a 4t TYPICAL ANCHORS SEE ELEV.FOR SP, g a=� V C N v m ALT. d stews`. 3 z J 53 J MJ Lui7� ,n1 T/4a �if)j� d C gI gmi 77. 80 TTYPICAL ANCHORS •• ••• • • • • • •• ALT. • • • • • • • • • SEE EM.FOR SPACINGin a f3 tqr.WAD AHhWCIVIL, FRODUCTROVISED FM PC,i 70582 mwamtw i T • 0:0 • • 00: • CAN.b5J8 Building Cod° � V • lix • • • • • • / 'mtAm Lhdo8 ° TYPICAL ANCHORS •• • • •• • • • •• • • SEE ELEV.FOR SPACING • •• :00 • • • • • • Dy drawing no. EDGEDfST. � •• • ••• • • • Miartd P�ahreiCoS �I INSTALLATION D-ETAILS WITH FLUSH FRAM1 ADAPTER O 2 15 W08-OS aheet_8 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r - 2.525---y 1.218I -.514 i r .9� .062 830 - z 3.030 2.081 I 2. dl1 °eo SNUBBER 8 f�C& 2 3 46 FRAME .ofiz 1.870 .392 - 2.595 �! GLAZING STOP (IAM. GLASS) OL -- -720 aS �- -15.-- 3-- 1. .135 p- .528 .803' .050 u. 3 8 7 8 VENT y$l�aw 5.063 ;O Im '/$n S Z 4 ISyEq� 3.873--- -- GLAZING STOP (INSUL. LAM. GLASS) -FS 1.188 147 --1.81 -y W M 5.( _ r -.328 2.f26 .082 6 r 1.... J57 .250 ----2.063---.4 2f 950 5188 GLAZING STOP (LAM. GLASS) GLAZING WEDGE U FLUSH FRAME ADAPTER ® IMPOST �{ 1.000 1.000 �+- I • •*i • • • • .720, • c m a 5.030 .336 • • • • • • • • 125 1 • • • • • •• O a m u o r-F' .125 • 124 •.,-•_.�_ • � NOTCH • • • • • • OPTIONAL 3.0� 2.750 :- 5.844 5.000 .125 S CtltlB 17tUUi1CTRtlVISBd s a 2.000 FIA PE C.AK 70682 � y c�ygp 166 • • •i• • • ••• i ••• accapt6�,No 1 -d p5 fi 336 • • Bxptrmto6Ato a� a �. • Imo. ea. .784 ••• i• i • • ;;�0 • By 1 >'�udCo drawing no., 1 X 3 1 X 3 1115 W08-08 �37 IMPOST STIFFENER 93 CUSTOM MULLION STO. MULLION 2a MULUON CUP 7 0�0, sheet ••• • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • { ITEM PART @ QUANTITY DMCRIPTUON MATERIAL MANP./SUPPLIER/RS37ARK8 1 E38001 1 FRAME HEAD 608.7-T6 2 ESS001 i FRAME SILL '— ----6083-76 - 3 ES5001 1/MIT FPAAIE JAMB-HINGE SIDE —_-_... _-—-- -- - 8083-T8 Z 4 ESSOOt 1/VENT FRAME JAMB-LATCH SDE 8083-76 5 E35002 1/VENT VENT TOp Rh —.__ _- --- -- 6063-T6 - - --- 6 E'85002 ,/WENT VENT emTOM RAL - ---- ----- - _. -- _ _ _ 6063-r6 _ --- 7 ES8002 1/VENT VENT SIDE RAE.-HINGE SIDE - - ---- --- ---�._. 6083-TB a ESBW2 t/VENT VENT SIDE RAIL-LATCH SIDE _ -- 9 _ ES5004 2/PENT SNUBBERS,_2-t/Y LONG_ -- 3-� 6063-TB ROA ES1103 AS RECD. GLAZING BEAD(LAM.CLASS) --_ -—. -- —-- - --- ---- - 8063-T5 10B_ _- AS REW. GLAZING WAG(INSUL.WL GLASS) -- ROC ES1008 _ AS READ._ GIAZBKR BEAD(IAM.GLASS) _ 8083-T6 11 _ 27-426 AS RECO._ GLAZING QASKFT _�. �— - - EPOM WROMETER 80 SHORE�A• 11A ESI0/0 AS READ GLAZNO WEOCE - -- -- -- _ SOFT PVC DUROMETER t6S SHORE_'A' 12 - AS RECD FRAME&VENT ASSEMBLY SCREWS -- - _ X10 X 1-1/2`PH S_MS 13 _ Z/SPR�9ER_ SNUBBER MSTALAATION SCREMS % 1/2"PH 9AS __- 14 _E202 AS REOD. OUTER WEAATHERSTRIPPING(POLYPROPYLENE BASE.7PE BULB i - --- �18 ----- - ) _ _ DUROMEfER 65 SHORE ES5005 AS RECO. INNER WFATHER_STRRPPING_ EPDM _WROMEmFER 80 SHORE'A'-- -- -18 -Sr AS RFA. CORNER LOCK - _ _. SL STEER. SULLNAN&ASSOCIATES -- �--� 17 3015S 2/VENT 4 BAR HINOM-HEAVY DUTY -- -- _ - TRUTH HARDWARE 18 - 3/HINGE HINGE MOUNTING SCREWS AT FRAME '- 18A 4/IRBNGE HINGE MOINBNG SCREWS AT VENT --' - #10 X 1/2•PH SMS _ --. _ -_ j10 X 1/2`PH SMS 19 _23 SERIES t/VENT SINGLE ARM OPERATOR(AT 8-1/2•FROM ENDS) TRUTH HARDWARE 19A NOVA t/VEM SINGLE ARM OPFRATOR(AT 8-1/2•FROM ENDS) INTERLOCK -_ -- -- - _ 20 - 4/OPER. OPERATOR MOUNTING SCREWS 20A -- G SCREWS-... _,__ - 810-24 X 3/8'PH SMS - 9/OPER. OPERATOR MOUNTRN -- - J 27 30175 1/OPER, 13-3/4'LONG TRACK ,}8 X i/2•FH SMS n --- _ - -- VA - t/OPER. OPERATOR TRACK - ST.STEEL TRUTH HA"ARE --_ j N -. - _ __ ST.STEEL. INTERLOCK - 2/TRACK TRACK MOUNTING SCREWS —---- - M ---- - - - ;}10 X 3/8'PH SS SMS 22A - 3/TRACK TRACK MOUNTING SCREWS-- - -_--�-- ---- - - -23 AS REgt. 7183 CUSTOM MULLION --- �- -- -. j8 X i/2•FH SMS Z - 6063_-T6 _- 3 Z •• 23A - AS REOD. 1X3 STANDARD MULLION 8063-TB - - 24- - _-_ AS RECD. MUWOM CUP (n _-_- _ __ __ $083-78 -- --- 25 27-372 2/LITE SETfBNG BLOCK,7/16'X 3/18'X 3-t/2'LANG tPDM _ Ai 6'FROM EgOH_END,DUROMLTER 7S*0 SHORE A y yj SMG Qg _2'�` - —2/UTE SfiTNG BLOCK,8/16'X s/8'X 4 LONG - -- EPDM AT 8"FROd EAGH END.OURO��75if*"JIEA ---I 28 - 8/UTE TAPE SPACER(i/a'X t/2y -- .__ _ FOAIA ... AG B•FROM GLASS ENDS 30 —- _ - OPTIONAL, s/i6•BOX SCREIRd z/VENTANTI SAG SKATE,2`LANG34 - 2/SKATE SKATE uO1NTIN(R _ -- __ --- - ----- -- - i98 x,/2'PF6M5 38 ES5003 1 IMPOST - -- 8083-TB 37 ES5010 AS RQD. ORPOST STIFFENER - -- -- -- —-- 8083-T8 45 MULTI-POM LOCK MEO_N_IBSM -- - ---- NTERLOCK ----- - W 4a - LACK FASTENER PLATE -T - . 47 - - 2/LOCK LOCK FASTENER SCREWS THREAD FORMWG----i---- 4a 1-2250-XXX _- SNAP ON COVFR •• _•._• • • •• c 49 t-toso-xxx SNAP ON HANDLE-- • • • } —Tir • —- - - ALL, FRAME AND VENT CORNERS AND INSTALLATION SCREWS `•'O __ --_—_ GUIDE(ACETAL) -- --}--- 09-0-4-6--e--• -- • • • • • i ••• • SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. _ m V O W - - KEEPER(ACETAL) • LTi �i-i-i__-T-____. 52 _ - LOCK DAR 304 5T 5R -0--0-4k.*• -- -------- C'------ 0 sm) 63 ES-,W17 AS REOD. FLUSH FRAME ADAPTER _.. -- ._._ _ 8063-TB OPTIONAL -.. ------ Eng" aiA D PH 1 I _ -- — — _ _ onucFRBv>SBn 1/VENT _ LOCWPtG HANDLE - SULLIMAN&ASSOC. _.-... - - 4MAY015 Qxgl�S whh We Fbft I -SS2/VENT LOCIONG CAM(AT 11-1/2`&SO-i/2•FRO j•• -- --- --- Buumins oNab58 - 2/LOCK LOCK AKIUNBNO SCREWS - ---i' -EDaw 58013 1/ LOCK HANDLE/CA1!CONNECTOR � �• T T"•' . i - - .BAR CONNECTOR SCREWS - BW _••• CUSTOM • • PAii drawing no.CS-200K-SS 2/vE'NT (AT 12`-&81•FROM li TROM) sT sTEa. suu.a�AN>�asses. WO$-08970 X 3/a•PH SMS -- -- ) ••• • • • • ••• • • sheet 8 ofi0) • • • • • • • • • • ••• • • • ••• • • z = Q fk 0 � � V n a� II � ,5 yyJJ��n / FRAME CORNER I pill' •• 1•• • . • • • •• 12 1 • •• • • • • ••• ! �c g m o o W cll�4'll • • • • • • • • • �— 12 ErgP:J YAp AFIMAe 1 n 8 qyp� I'RWIH.]'RL�VISBD i33 FLA.PE C 7M2 ��DIY1e8 wlt6 tlro BkMda o �' • ••• • • !•f • GAN.3538 Building t?ode ^ s • • • • • • • • Aawu�ealJo S•O124.Og k IMPOST CORNER �•i i • •• i i • •f ZAY mVERT CORNER Komi pump LLEiee�t no.F 08 10 • • • • • • • • • • a MULLION tAAD CAPACIVY-PSF MULLION LOAD CAPACITY - PSN _ N x s t x s IN.. x s t x s CLIPPED MULLIONS IONIHHP DIMS, M.BNJ. C[ISIOM 310LL BDU)08 IDIN$. STD.LULL CUSTOM MULL W.(+) Ext(+) EXL(+) EXT.(+) / \ WIDTH(W)LFNOTH(L) W.(-) INT.(-) MSDTH(1W)LENO7H(L) INT.(-) 060it( ' -- / 90.0 90.0 30" 90.0_ 80_0_ 3Y 90.0 90.0 490.0 \ / \ i I P 2' _ 90A _ 80A 42' __ 90.0 90.0 w 68' 96.0 90.0 48' S4" __90.0 _ _ .90.0 48' 90.0 90.0 - 64' 90.0 50.0 83-1/8• 90.0 _ _ 90A 80' 90.0 SO.O _..- .--- w1 Wz_� �. W7 -----w2 ly W1 I y 82' 90.0 90A BY 90.0 90.0 90.00 - -- 90A 30' _ 90.0 _90.0 m 37' 90A 904 38' 90.0 90A eggq! 42' _ 90A 90A 42" _90.0 _ 90.0 - ._t'--------- -------- --------- ___ 48' &3' 904 - 90.0 48' BO• 90.0 n c e e e 48' 90A _ 80.0Be 90.0 BOA 83-1/8° 90.0 _ 96.0 1• __60.0 004_ //O Y d A I / Cr u z N ft 82° SOA 80.0 8290.0 90.0 2837 r75110 mo 30' 90.0_ 90.0 37" 90A 38' 90.0 90.0 \ ¢ U i - \ A I \ 42• 90.0 42' 90.0 904 \ T4-1/4'--- 90.0 48• _90:0_ .048' 8-QA9.2 fl4' 96A _ 96.0 Lw1 6p W2=- 7wtW2 A7-S/8" 86.2 39' 940 - 90,0 -mi 26-t/2• _ 90.0 _90.6 _ 30• 90.0 90.0 37• 84.2 _90A 38' 90.0 _ 90.0 42' 76" 78.4 90.0 42' 72• 940 90.0 '17PIC_AI ELEVATIONS 48' 72.8 MO 48• 83.090.0 90.0 SIDE BY SIDE ALtDOES 48• 69.7 87.4 84• 7aa ..�.02 3/4 SIDE HY SIDE APPLIES TO TWO OR MORE WINDOWS st' 87.1 eat 3O' 90.0 _90,0 4 - T13 + 11'2 38• T'H (��88.1 `90.0... WID' = -- 42• 78' 76.4 _ _ 90.0 - '� Z y a^S 48' __89.7 8T.4 67. �i sf` 1 84.2 wm Li $ S ON THIS SHEET FOR SIDE BY SIDE CONNECTIO14 ivy_7 CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FlXEO WINDOW CAPACITY SEE SEPARATE NOA. TYPICAL ANANCCHORS •} 4. R CUP LOWER VALUES FROM STEPS 1,2 OR 3 WILL APPLY TO SEE SHEET 4 _ EDGE DISTA! 'ES FOR IA111110N ^-!iPS ' ENTIRE SYSTEM. FOR DESCRIPTION INTO CONCRETE AND MASONRY a 2' MIN, INTO WOOD STRUCTURE A 11/16" MIN. INTO METAL STRUCTURE m 11/16" MIN. S ICASEM F3 RI FS CAS ® $ _ 9Bt� CASEMENT WINDOW - HXED WINDOW . . . . . . - R • .11L_ • - • - --- g m o CPgL PROL)UCT REVL48D • ;• • L _ 4AY 2 BuilO01�WtlroFlowPr o --_-_ • • • • • AP ,1vo18- 129.05 - •• NKTERISR • • • t • • EXTERIOR >1x.reliw • •• • • • • • • • B7 �drowin nNDO-YAOT-H __. -__•RMODW YY•14 •♦• • gwNDOW•IDIN WIN"WIDTH6 nt 9 NT-MIILLI4IY �ASEMRNT TO F1XED MULLIO � L gh ( 0 • • • • • • • • • • ••• • • • ••• • • MIAMI-DA©E WrIANNzl-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SN 26 Street,Room 208 )IOARD AND CODE ADNIINISTRATION DIVISION T(786)31-5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.eov/economy ES Windows,LLC - - 10653 N.E.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 subrpitted has been reviewed and accepted by Miami--Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County.Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W03-75,titled"Series 2000/2050 Alum.Horiz.Slidin&Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "dI" dat&M16/14, ..... prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P. E., ;e*Ani the Miiami^Dade .' County Product Control Revision stamp with the Notice of Acceptance number and 14,piratio>r dal-gy the••••:. Miami-Dade County Product Control Section. 000000 • •••• •.•• �.e..: MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• • •• • *Soo* LABELING: Each unit shall bear,a permanent label with the manufacturer's nano®r 4ego,Baur anquilla,..:..' Colombia, America Latina, series, and following statement: "Miami-Dade ftutrty Proluit eentrol•••o e e Approved",unless otherwise noted herein. :00:*: • RENEWAL of this NOA shall beonsidered after a renewal application has been filed and thee,116been:"": no change in the applicable buildincicode negatively affecting the performance of t8iphoruct. :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a revisloxbr ctlange in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.13-0617.28 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0923.10 h11AMt bADE GOII�iTYSE jX t Expiration Date: November 06,2018 Approval Date: February 05,2015 Page I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 50 Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2fl10, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No.12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated. 08/13/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTI-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. 0090 (Subinitted under NOA's No.'s 08-052 7.13 and 07-0928.13) ; •• ••••• ••••:. 7. Laboratory compliance letter for Test Reports No.'s FTL-38090 and FTIV804, •• issued by Fenestration Testing Laboratory, Inc., dated 06/16/03•Ud*}5/15703,•7evised•••••• & reissued by Fenestration Testing Laboratory dated 08/10/0&,p C signed� 0 sealedo•••• by Joseph C.Chan,P.E. 0000000000 0000. (Submitted tinder NOA No. 03-0910.02) 69:00: 0000. . 0000 0000 0000.. 0000.. • •• G. OTHERS . . 1. Notice of Acceptance No. 13-0617.28, issued to ES W indo4, Ll;t, for�heir-Series' 0 0 0• "2000/2050" Aluminum Horizontal Sliding Window-L.M.L,0a13pi oved 0"09/1 9/13C•••• and expiring on 11/06/18. 0 0 • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14,prepared by Al Farooq Corporation, signed and sealed by J'avad 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 ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(R2009)and per FBG 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)an4 pp$FBC 24113.2.1,TAS 202-94 . . •0 0.0• 0000.. along with marked-up drawings and installation diagram of-%9mizopkt'al sliding . window, prepared by Fenestration Testing Laboratory, IflC';Test Repent No.•••••• FTL-5811,dated 02/16/09,signed and sealed by Michael R.W&M.P.E. 0 :....: 0000 (Subrmtted under NOA No. 09-1008.06) 0000• . . 0000 0000 00000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94...... 0 0 00:00 2)Uniform.Static Air Pressure Test,Loading pair FB•C TA§.2094 •••... 3) Water Resistance Test,per FBC,TAS 202-W:•; 0 •0 4)Large Missile Impact Test per FBC,TAS 201-94* 0 0 00 0:0.. 5) Cyclic Wind Pressure Loading per FBC,ThAl-94 0 0.0 0 0 006• 6)Forced Entry Test,per ASTM F 588-04/07 and per FBS 2412 3.2.1,TAS 202--94 7)Deglazing Force Test,per ASTM E 987-88(82009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI--5338 and FTL-5475, dated 01/17/08 and 12120/07 respectively, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No.-08-052713 and 07-0928.13 - Jaime D.Gascon,P.K. Product Control Section Supervisor NOA N6. 14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowmm) 3. 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 AAMA 1302.5-76 and per FBC 24113.2.1, TAS 202-94 7)Deglazing Force Test,per ASTM E 987-88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of horizontal sliding ,vindow, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, jj%ip ed & reissued on 08/10/06,all signed and sealed by Joseph C. Chan,P.E.. •9999• ••••• (Submitted under`NOA No. 03-0910.02) 0• 0 •• 900.99 C. CALCULATIONS •••••• • 9999.. 1. Anchor verification calculations and structural analysis, confahMwe to,.88ftwying' • with FBC 2010 and with FBC 51h Edition (2014), prgpjjgq by .M—*P joog0::00 Corporation,dated 09/09114,signed and sealed by Javad Ahmad,Vr. •.••�; ., 0 0 2. Glazing complies with ASTM E1300-9.8/09 ••••0• .' .0.090 9999.. D. QUALITY ASSURANCE . 0 0 :0004 1. Miami-Dade Department of Regulatory and Economic Resources(RtR) 0 0• 0 0 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01114/17. 2. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butaeite®PVB Interiayee'dated 04111/13,expiring on 12/11/16. Jaime A Gascon,P E Product Control Section Supervisor NOA No.t4-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-2 s ES_Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest,dated 09/10/14,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NDA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Subtnitted partially tinder previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, ,- P.E. (Submitted tinder NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under NDA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. 0000 (Submitted tinder NOA's No.'s 08-0527..13 anti 07-0928.13) . •..... 7. Laboratory compliance letter for Test Reports No.'s FTL!3869:and FUL,3804, .' issued by Fenestration Testing Laboratory, Inc., dated 06/l6/03-V05/15;03-r vised••••:• & reissued by Fenestration Testing Laboratory dated 08/10/06,•AllAgned anti sealed%...: by Joseph C.Chan,P.E. . • ... .... ..... (Submitted under NOA No. 03-0910.02) ...... ..;,,• .. .. .. .. ...... G. OTHERS •••••• •• 1. Notice of Acceptance No. 13-0617.28, issued to ES Windowg, LLC, for Uw1r Series*"•" "2000/2050" Aluminum Horizontal Sliding Window---L.M.I�AZprgved oj.,Q9/19/13;•••• and expiring on 11/06/18. • Jaime D.Gascon,P.K.� Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 I - WINDOW WIDTH j 10" • AWL ANCHOR Z { STILE AT STILE ENDS ' 8'Mo. � SEE SHEETS 2&3 ffFAD HEAD/BILI 5" . FOR CAPAC"Y SpA CORNER$ FALSE CEMUNTINS ADPL 6 p A --- (SURFACE APPLIED) A T9 v �i MAY 8E USED 1G/, if C 11 II - 11 II 11 II - --ro---- Ilia�u Sgt II II 11 II 11 I�_ R I I I I I a l i u,�'T(� 11 yM�- 1� '; 11 Yf tl�p _.._11.�/_yL__- 1 ....ILILD, _ _11 _ �L_ _ lD 11 II II II II 11 O 11 II Il II it II II II �I 11 �I 8 1 II I h I it i 33 1/2' ` 33 3/8" ` 33 1/2" J D.L.OPG. D.L.OPG. - D.L.OPG. 37 5/8" 37 5/8' SQ{p VENT WIDTH VENT WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Z Z LL SHUTTERS ARE NOT REQUIRED. Waite SERIES-200012050 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS oR OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. E - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • w S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING'HIGH VELOCITY •• • •• • •• HURRICANE ZONE(HVHZ). LAMINATED GLASS WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER ••• 000 ••0 ••• i i ••• LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. "� T Eepr.JAVAD AHA1A0 g ANCHORS SHALT.BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS cawL 33 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • 0:0 • • ••• FIA. 'Y 70682 $ NOT C. OPARTGOFR THIS APPROVAL.CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • •• OoJe S D m wflbt�Plaide (� 2 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •: % • •• : : • : • No %�J•�© drawing n OTTmoTeo�U°��MAssCRLuT� •• • •.• • . CME INTO CONTACT Z�� o. IntH . H W03-75 REQUIREMENTS OF THE FLORIDA BLDG. CODE. MimltR �oPro&IctCa=wal-"\ sheet T of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 4 I 1/8"ANN.GLASS 1/8"HEAT STREWO.GLASS .090'INTERLAYER .090'INTERLAYER SILICONE SIUCONE S[:NTRYCIlS 81f'DUPONT* SENTRYCIAS aY'DUPONT' DOW CORNING 79S/983 COW CORNING 795/983 1/8•ANN.GLASS 1/8'HEAT STREN'D.GLASS 1 SIUCONE SILICONE DOW CORNING 795 DOW CORNING 795 N t t t e1 I It tt it stt p u tt Q � $ 21 �� 21 ii�LL AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES cy WIDER THAN 38" WIDER THAN 38" 9 5/18" LASS. GLASS 7/18" LAM. GLASS 34' AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES WIDER THAN 36" WIDER THAN 36° ALT, GLAZING OPTIONS GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN HE USED WITH ALL ff GLASS TYPES SHOWN ON THIS SHEET. 1/8•ANN.GLASS i/6"HEAT STREN'D.GLASS 090"INTERLAYER 090"INTERLAYER ' BUTACLTE PVB RY'WPONT' BUTACRE PVB BY'WPONT' ' i/a•aNN.GLASS 1/9"HEAT STRENro.CLASS U� DOW CORNING 795 DOSILICONE W 795 i m 21 t m:( 21 t AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES WIDER THAN 36• WIDER THAN 38" GLASS TYPE 'B' GLASS TYPE 'B1' a f�3 � 3/16"ANN.GLASS 5/32"HEAT STREWD.CLASS 5/32`HEAT STREWO.GLASS p_ 8 090'INTERLAYER 090"INTERLAYER .090"INTERLAYER SENTRYGLAS BY'OUPONI' �BUTACITE PVa BY'OUPONT' SEMRYGLAS BY'bUPONT' $ 3/18"ANN.GLASS •1/8'HFAT STREN'D.GLASS 1/8•HEAT STREN'0.CLASS w .•a a SILICONE SILICONE •• • • c '� DOW CORNING 795 DOW CORNING 7&5 • • •oo °c rLt LR t 1 I 21 i 21 • • • a i tI tip m t I ::- • i 00 I II • �t Etyp:000 AHMA0 �. it ti tt j i ,L 70592 • 0:61 •PRO•UCT'RRVMw N.3538 • • • � • •• IsawtlhNePtpttda � $ � 28 28 •• i• 28• i • • • pels 2.v28 drewfng no. AT 1/4 POINTS ON LRES AT 1/4 POINTS ON UTES •• • AT IA"NTS ON UTES • • WIDER THAN 36" WIDER THAN 36" WIDER THAN 36" C 2014 W03--7 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' sheetMof 9 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 V STD. ANCHOR SPACING ADDL.ANCHOR *g F�� M STD. M.RAIL(FRAME SILT.•1.2.3 &4) H.D. MO.RAIL H.D. MTO.RAIL SEE DETAILS BELOW FOR EXU(+)LOAD UNOATIONS q SEE DETAILS BELOW FOR EXT(+)LOAD UMRATXMB (SILL 43&4)** (SILL$3&4)** z 3j J GLASS TYPE'Al' GLASS TYPE'Al' 0 GLASS TYPE'AL' GLASS TYPE'B1' GLASS TYPE'BI' F a GLASS TYPE'A' GLASS TYPE'B1' GLASS TYPE'D' GLASS TYPE'D' - - CLASS TYPE'D' WINDOW T DIMS. A GLASS TYPE'B' CLASS TYPE'C' GLASS TYPE'E' OI.AS'B TYPB'B' WIDTH HEIGHT EM.(i) INT.(-) EXT.(+) INT.(-) EM.(+) 011.(-) g C'.2- �t 28-1/2- 3 70.0 80A _ 70.0 _90.0 70.0 _80.0 80.0 90A - 3r 28' 4 70.0 -80.0 w 70.0 90.0 70.0 80.0 80.0 90.0 - - � S 8 53-1/8' (3) 6 704 80.0 70.0 90.0 70.0 80.0 BOA 90.0 - - ((ryyy 74' 8 70.0 80.0 70A 90.0 70.0 80.0 80.0 90.0 - - 1 5 JG Q 28-1/2- 3 70.0 800 70.0 90.0 70.0 80.0 80.0 90.0 - - ]v[ 37' 38-3/8' 4 70.0 80.0 70.0 90.0 704 80.0 80A BOA - - J STD. MTG. RATL4 4�'1'D. MTti. RA)L3 00 53-1/8' (3) 8 7oA Bob 70A 90.0 70.0 80A 80.0 90.0 - - `-7 S-20W S-2050 W I 74' 8 704 800 70.0 00.0 700 804 80.0 90.0 28-1/2* 3 70.0 80.0 704 90.0 70A 80.0 80.0 904 - - k 37" 50-5/8' 4 70.0 80.0 700 904 70.0 80.0 80.0 904 - 53-1/8' (4) 8 70.0 60.0 70.0 Bob 70.0 80.0 80.0 90.0 - 74" 8 - - 704 90.0 70.0 80.0 Bob 9a0 - - 26-1/2' 3 70.0 80.0 700 904 70.0 80.0 BOA 00.0 - - 70-1$•, 37" 83' 4 S89 67.3 70A 90.0 70.0 8a0 _ no 90.0 - 53-1/8' (5) 8 42.6 48.7 7- 88.6 _70.0 Bob 80.0 90.0 0. - �� 31� 74' 8 - - - - - - 75.3 75.1 8OA 90.0 24` 3 70.0 Bob 70.0 90.0 704 80.0 80.0 900 - - 5 36' 4 704 80.0 70.0 Bob 704 80.0 Bob 90.0 - O 48" (2) 6 70.0 80.0 70.0 Bao 70A 80.0 80.0 90.0 8 TOA 80A 70.0 904 70.0 80.0 800 90.0 - - +I� //>> 72' 8 70.0 80.0 70A 904 70.0 80.0 80.0 90.0 - - (q 0 N M 24' 3 70.0 80.0 70.0 00.0 70A 80.0 80.0 90.0 - - "'7777��r VVV 88 a^V �$ � 38' 38" 4 700 80A 70A 90.0 70.0 80A 80.0 80.0 z G 48' (3) 6 70.0 80.0 70.0 90A 70.0 80.0 Bao Bao - ALTERNATE 60` 8 70.0 80A 70.0 9a0 70.0 80.0 80.0 9a0 - - +-7®� ( 70 BA&BAt V)N 72' 8 704 80.0 70.0 BOA 70.0 80A 80.0 90.0 5 liJ 24' 3 70.0 800 70.0 90.0 70.0 80.0 80.0 904 - - �• (4) 8 70A 0 70.0 90.0 70.0 80.0 80.0 90.0 �`/�� RAIL$ ��\ •'� P� S-2000 5-2050 6 70.0 8_04 70.0_ 90.0- _70.0_ BOA 80.0 90.0 - - (�Ic� 72" 8 70.0 80.0 ..7Q0.__ 90.0 704 80.0 80.0 90.0 - 24' 3 70.0 80.0 70.0 90.0 70.0 BOA 80.0 90.0 - - c Rr PRODSICF RHYI98d 18' 4 70A 80.0 70.0 90.0 70.0 80.0 80.0 Bob - _ Y Flotid0 a�.ryf - R 48' 8(50) 8 84.2 81.9 70.0 90.0 7Q0 804 Bao 90A 80' 8 45.1 51.5 7oA 87.1 70A �.0 80.0 90.0 72- 8 - - 700 78.7 70.0 78.7 MOO 82.7 A= NO. OF ANCHORS PER HEAD&SILL >3 (} = NO.OF ANCHORS PER JAMB , V !�"' .• •.• • • • • • G CAPACITIES ON THIS SHEET ARE • • • • • ��.� p ON ASTM E1300-09 (3 SEC. GUSTS) t§ • • .. . • • • 36 . RIDA BUILDING COMMISSION •• •i i i i i i i • r/ DEC TORY STATEMENT DCA05-DEC-219 M a a FU PE Y 70592 33 ♦I 42 0S •• ••• •• •• CA.N 3838 ,g. • • • • • � Al • •• • • • • • • droving no. .. ... STD.SILL WITHOUT RISER STD.SU WITH RISER Hl-RISE SILL WRHOUT RISER HI-RISE SILL WITH RISER LUT EXT.(+)LOADS M 53.3 PSF UL9T EM.(+)LOADS TO 704 PSF LIMIT EXT.(+)LOADS TO 67.5 PSF LIWT EXT.(+)LOADS TO 80.0 PSF (atl6ol 2 of 9 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 /�4 a/ M.ANCHOR SPACING ADDL.ANCHOR 4`X` STD.ANCHOR SPACING M t BELOW STD.MTG.RAIL(FRAME SILL•1.2.S&4) H.D.NRC.RAIL H.D.MPO.RAIL FOR EXT(SEE +)LOAD LOOrATIONS STD.MM.RAIL(FRAME BILA.•1.2.3&4) H.D.MTG.RAIL. QQ SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL 03 At 4)'k (SILL'3 &4)* SEE OETAI S BELOW MR EXT(+)LOAD LIWTAIIONS (BILL*3&4) Z CLASS TYPE'At' GLASS TYPE'Al' GLASS TYPE'AI' GLASS TYPE'At' GLASS TYPE'El' GLASS TYPE'81' GLASS TYPE'Al' GLASS TYPE'El' P GLASS TYPE'A' CLASS TYPE'BL' GLASS TYPE'D' GLASS TYPE'D' GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE'D' 'D' GIASS TYPE'D' 1PINDDIP DIMS. A GLASS TYPE 93 TYPE'IT GLASS TYPE'C' GLASS TYPE'1:' GLASS TYPE'R' WINDOW DIMS. A GLASS TYPE'!1 GLASS TYPE'C' CLAWCLAWTYPE'E' wm HEIGHT W.(+) INT.(-) -.(+) INT.(-) EXT.(+) INT.(-) W.(+) INT.(-) -.(+)) INT.(-) WOW HEIGHT EXT.(+) INT.(-) OCT.(+) INT.(-) EXT.(+) INT.(-) EXL(+) INT.(-) 74" 9 70.0 80.0 70.0 9010 7010 80.0 80.0 90.0 - - 74' 28' 8 70.0 8010 7010 90.0 70.0 80.0 8010 90.0 1o8-i/a• 28" 12 70.0 80.0 70.0 no 70.0 80.0 8010 no - - 1o8-1/a• (3) 11 70.0 no 70.0 90.0 70.0 80.0 80.0 90.0 X51 n 111" (3) 12 1 - - - - I - - 80.0 90.0 - - 111" 12 1 - - - - - - 8010 90.0 cy VVV$ 74' 9 704 80.0 70.0 90.0 70A no 80.0 90.0 - - 74' 38-318' *12 - 0 80.0 7010 90.0 70.0 8010 80.0 90.0 a I 108-1/4' �_3/g' 12 70.0 80.0 70.0 9010 70.0 80.0 8010 90.0 - - 108-1/4' (3) 70.0 90.0 70.0 no 8010 90.0' 12 - - - - - - 80.0 90A - - 111' - - - - 80.0 90.0 F74" -5/B" 9 7010 80.0 70.0 90.0 7010 BOA 80.0 9010 - - 74" SO-5/8' 8 - - 70,0 80.0 7a0 8010 80.0 8010 � Ip_ 70A80.070.090.070A80.080.090.0 (4) J (4(4) 12 _ _ _ _ _ _ Bao 9010 - - 83' _ _ _ 80.0 9a0 a (�9 45.4 St.9 70.0 9010 70.0 80.0 80.0 9010 - - (5)Or 12 - - - - - 77.1 77.1 8010 00.0 72' 8 7010 BOA 7010 9010 7010 $0.0 80.0 90.0(B) 12 - - - - - - 75.3 75.3 BOA no 84' 24' 8 70.0 804 7010 9010 70A 80.0 80.0 9a0 9 70.0 80.0 70.0 9010 7010 no no 90.0 - - 98' (2) 9 704 804 70.0 904 704 80.0 80.0 00.0 Be 24" 9 70.0 80.0 70.0 9010 70.0 8010 80.0 9010 - 108' 11 70A 80.0 7010 9010 no 80.0 BOA 9010 m 98" (2) 9 7010 80.0 7010 904 7010 BOA I no 9010 - - 72' 8 70.0 804 704 90A 70.0 800 80.0 90.0 lea' 1 12 70.0 no 70.0 90.0 70.0 8010 Bob 9010 - - 84' 38' 8 70.0 80.0 7010 90.0 70.0 80.0 80.0 8010 72' 9 7010 80.0 7010 9010 704 8010 80.0 90.0 - - 98' (3) 8 70.0 no 10.0 80.0 70.0 8oA SOM 9010 >-- w 38' 9 7010 80.0 7010 90.0 70.0 8010 8010 90.0 - - 10B' 11 - - 70.0 9010 7010 Bao 80.0 90.0 g 98' (3) 9 70.0 80.0 70.0 90.0 7010 80.0 8010 9010 - - 7Y 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 LOB" 12 70.0 80.0 70.0 9010 7a0 8010 8010 90.0 - - 84' {4} 8 - - 70.0 00.0 7010 no 80.0 9010 Q tib T2' 9 70.0 BOX 7010 90.0 70.0 804 8010 90.0 - - 98' 9 - - - - - Be 48' 9 _ 7_0.0 80.0 70.0 90.0 70.0 8010 8DA 9010 - - 72' 80"(5) 8 - - 7010 90.0 70.0 no 8010 90.0 '••'n M i�v Z m 98' (4) 8 70.0 8a0 7(110 90.0 70.0 80.0 80.0 90.0 - - \ A- NO.OF ANCHORS PER HEAD&SILL $Z 108" 12 70.0 80.0 70.0 90.0 70.0 Bob 80.0 00.0 - - () a NO.OF ANCHORS PER JAMB p 7Y 9 84.2 81.9 7010 90.0 7010 80.0 80.0 8010 - - (1/40) (1/2W) (1/49 T!1 N 84' 80' 9 47.8 54.4 70.0 90.0 70.0 804 no no - i � W to 2 9B' (5) 9 - - 70.0 83.9 70.0 80.0 80.0 88.2 Boo 90.0 8 � 108" 12 - 7010 78.7 7010 78.7 80.0 82.7 8010 90.0 A= NO. OF ANCHORS PER HEAD&SILL () m NO. OF ANCHORS PER JAME s110 (f/3W) (1/3w) (1130) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH i STD.Inn.IWLS SRD.tura.naffs PRODMI'REVISSU 4- 5-2000 S-2050 eg cotnplytpg»(LD Ale Ftpllde t 8 .7 0-14e OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DCo1ID0i"'-� NOTE: ••• 9940 ••• • ••• GLASS CAPACITIES ON THIS SHEET ARE q $ • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) g W z • •: • •: •• AND FLORIDA BUILDING COMMISSION •• ••• • • • •• N17o DECLARATORY STATEMENT DCA05-DEC-219 ro ro Engr.N01AD MOM ^ `1 r� tt n n ro �J FIA. �"'70882 h N N C57_ js N 41 +2 43 • •• .4 •• •• • i • • 8 • • • • • • • • YTS d E•L7 r- ' •• • • • • • s mtring rro. •• • ••• • ' q�1'B W03-75 SID.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SILL WITHOUT RISER HI-RISE SILL WITH ISER CT 6Y i7 LIMIT EXT.(+}LOADS TO 53.3 PSF LOOT EXT.(+)LOADS TO 70.0 PSF L08T'EXT.(+)LOADS TO 88.7 PSF LDAIT EXT.(+)LOADS TO 80.0 PSF B.O.LtYO.RAL1.4 H.D. RNLR sh08t 3 Of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS SEE El",FOR 5PACI"GA STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM toy AND TRANSFER THEM TO THE BUILDING STRUCTURE. WooD 9lICK _ S d e n Ed15,;W—DADS COUMY APPROVED I M 7d IMULUON&MULLION ANCHORS I TYPICAL ANCHORS' SEE ELEV.FOR SPACING S a 1 ISEE SEPARATE NM 11 ;Ed i •1 X OA. ULTRACON BY 'EL= (Fu-177 KSI,Fy-155 KSQ g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ------- _--___ % 1-1/2" MIN. PENETRATION INTO WOOD O � THRU 1 B BUCKS INTO CONC. OR MASONRY $ n (A I 17 ' ' = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY t DIRECTLY INTO CONC. OR MASONRY a 4 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 9 TYPICAL ANCHORS TYPICAL ANCHORS ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) SEE ELEV.FOR SPACING OR 5 ANG INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 INTO METAL STRUCTURES 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) d Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. y2 INTO WOOD STRUCTURE = 1" MIN. ai INTO METAL STRUCTURE - 3/4" MIN, go 0 WOOD AT HEAD.SILT.OR JAMBS SG— 0.56 MSV. _ EL WNCRETE AT HEAD. SILL OR JAMBS Yc - 3000 PSI MIN. ¢ _ W C--90 FtO1.LOW/FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. cy M c �m uI SEALANTS: 3 z L°�� FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL N$-E SEALED WITH WHITE/ALUMINUM COLORED SILICONE. C g WEEPHOLES: W1 = 1-13/16" X 1/4"WEEPHOLES AT 3" FROM EACH END 7 WITH PLASTIC BAFFLE �y tt W2 = 1/4"WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END Y r 9 PROD=NVISM ° 8 ss comPlyina w9h Miwo Flolide 0 B 1a 1 B i 2b.�1.0 2S O 10 ID9-0 11 - 0 • . • ` SERIES 2000 �. 19 2 • • • SERIES'-2050 Er4n AWAO AHNAa CIVIL FLA.PE f 70M Ed ISY •o • • • • MW'• WOOD DUCK O TYPICAL ANCHORS • • • i•• • • • • • dfawing no. Ed �o Wi SEE a".FOR SPACING FOR c � � W03-75 � Sheol 4 of g ••• • • • • ••• • • • • • • • • • • • • •• •• • ••• •• ••• • •• •• 000 • • i TYPICAL ANCHORS rrEM PART p QUANTLTY DESCRIPTION MAIBRIAL NANP./SUPPLIBR/REMARKS Ei SEE ELEVS.FOR SPACING 1 ES1003 1 FRAME HEAD 6063-TB - �� j --------------------- 2 ES2001 1 STD.FRAME SILL 6063-TS - o I 1MAMI-DARE COUNTY APPROVED I � o i MULLION&MULLION ANCHORS ! 2A ES2012 1 HT-RISE FRAME SILL 8063-78 - > . - 1s. INSEE SEPARATE NOA �I 3 ES2003 1 FRAME JAMS 6063-T8 Ed d. I Ed ; 5 ESI005 1/VENT FIXED RAI,(S-2000) 6063-T6 - ...-. ¢1 e. ° I I i 5.1 ES1051 1/VENT FIXED RAIL(S-2050) 6063-Te - ---- _ _ __'� 6 ES1004 1/VENT STD.VENT MEEM RAIL(5-2000) 6063-T8 - SA ES2004 1/VENT H.D.VENT MEETING RAIL(S-2000) .... 6063-T6 - . ... 6.1 1 ESIO52 1 1/VENT STD.VENT MEETING RAIL(5-2050) 6063-T6 - }; n \ (is 60.1 ES1053 _ 1/VENT H.D.VENT MEETING RAO.(S-2050) 6063-T8 _ 33 J CA) 68 ES-2004A 1/VENT H.D.VENT MEETING RAIL(S-2050) 6083-T6 ALTERNATE TO SA �I dba3i ALT 8&1 ES-1053A 1/VENT H.O.VENT METING RAIL(S-2050) 6083-T6 ALTERNATE TO BA1 7 ES1007 2/VENT TOP AND BOTTOM RAIL 6053-TS - W TYPICAL.ANCHORS 8 ES O08 I/VENT JAMB STILE 8063-TS - SEE ELEV. FOR SPACING - -- BI 9 .. ES10DS AS RETRO. GLAZING READ _ 5083-75 - id SA ESI 103 AS REGI. SQUARE GLAZING BEAD(5/18'CLASS) 8083-T5 - Qa 98 E51017 AS READ. SQUARE GLAZING DEAD(7/18'GLASS) 8083-T5 - 10 ES2002 1 SILL TRAWL INSERT 6083-T5 It ES2011 AS REOD. STD.SILL RISER 6063-T5 - v 12 ES1009 2/VENT SPRING LOADED VENT LATCH 5083-T6 AT 8"FROM ENDS H 12A SL=3 2/VENT SWEEP LATCH ZAVAX AT 11"FROM ENDS,BY INTERLOCIK 128 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS I FH SMS d. 13 ES1012 I/LATCH VENT LATCH SPRING ST.STEEL ' 14 C18251N AS READ. FOAM FILLED FABRIC W$TRIPPM - SCHLEGEL V I5 IS X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS S 16 I8 X 3" 2/VENT FIX.RAIL SILL SCREWS(STD.SILL END) -- CRS P.H.SMS 16A 010 X 4'_ 2/VENT FIX.RAIL SILL SCREW$(HI-RISE SILL END) CRS P.H.SMS 17 W23211 NO AS READ. VENT&FTX.RAIL''STRIPPING - ULTIWAB r W23291NG AS READ. FRAME JAMB W'S[RIPPING - ULTIWFAB WPHL-1OQ 2 BAFFLE,AT 3"FROM EACH END - M&M PLASTICS$6 X i/2" 2/ BAFFLE BAFFLE SCREW - F1L SMSN Es1010 AS REOD. GLAZING WEDGE SOFT PVC OUROMETER 70 SHORE•A' LiLV ES4013 AS READ. GLAZING WEDGE SOFT PVC DURWNETER 70 SHORE'A'27-425 AS READ. GLAZING GASKET EPOM OUROMETER 60 SHORE'A ES2007 4/VENT ROLLER HOUSING&GUIDE PLASTIC . - 23 ES2006 2/VENT ROLLER SRASS/ST.ST. - _ 24 ES2005' 2/VENT ROLLER PIN _ ST.STEEL - 25 - 1/WEEP OPEN CELL FOAM PAD - i'X 3/4"X 1"LONG c 28 - 1/VENT 5/16°BOX SCREEN - OPTIONAL 27 Es1505 - FLUSH FRAME ADAPTER 6063-T5 OPTONAL d 28 27-372 2/LITE SETTING BLOCK,7/18"X 3/18"X 3-1/2"LONG EPOM DUROMETER 75*0 SHORE A OB m g ALT. • • •• • • • • • EW. AWM CIVIL .Ed FLA PE j70592 T •?.. ', • ••• • • •4p � IgBp n.a�s77aa � �• - Oa aI16DLePTorlde Qg IYPICAI.ANCHORS .• • • • • • • • 0 1. 2.t�7c.„LQ SEE ELFV.FOR SPACING ••• •• 000 ••• • � -+ti+ draWins no. 111 CT 2014 W03-75 W�Pr 'alrot sheet g of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. VENT WIDTH /n\ S}19.1 © 12 D.L.O. f/4'MAX. HEAVY DUTY 3 13 STD. SHIMS 9 ,0 to B ri v.>16Y � G v, WOOD BUCK '8L� STRU-7, CTURE 17 > ----- TYPICAL ANCHORS 5 SEE ELEV. 1Qw. FOR SPACING B _- W 5 DAA. V >EXTERIOR 7. XOWINOOW WIDTH UTSEE EEV.FOR SPACING LAYOTYPICAL ANCHORS OX OPPOSITE rig 5 VENT WIDTH Q � 1/4'SHIM e MAX' VENT"M 1/4'MAK J SHIMS t8Y Q 2 WOOD am 18 8 WOOD BUCK 17 LJ STRVO v'. � Z m b SEE EL ANCHORS SCREEN OPT:--- SEE SPACING�q, FOR SPAdN6 5 EXTERIOR z WINDOM WIDTH Iw XOX LAYOUT pTREVMD Alda 69aamacoao A'-" Z3.1.0 � � 1/4'MAXTYPICAL ANCHORS AcceptmrolNo SFOMS ALT. MIAMI-1>�COUNTY SEE ELEV..FOR SPACING c 7 APPROVED MULLION in SEE SEPARAT£TIOA� 4' • • • • 1R- T7• • - b •• • •• �`� •• SERIES-2000 �gW" • I• 1 VENTS WITH SPRING LOADED LATCHES •' c. 1 F. CIVIL FLA.PE 170592 TYPICAL ANCHORS • • - 11• I I -,�,------„--- o 5FE EI.EY.FOR SPACING •• • • . • • • • •� • 214 drawing no. WINOWT WIDTH WINDOW WIDTH W03-75 sheet g of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH t(�� 1/4"MAX. VENT O �`Mi n SHIM ((;) D.L.O. aVLi HEAVY DUTY 'a �.:1 1/4'MAI Z j SM. S1. _M- IT- /T' 0 18 ?/ WOOD BUCK 2METAL-7, STRUCTURE � _28 9 - - - __ - _ eTYPICAL ANCHORS OR SPACING SS.1D.L.O.EXTERIOR -WMDW`!WIDTHPICAL ANCHORS XO LAYOUT 1� $ SEE ELEV.FOR SPACING OX OPPOSITE • _ -1 - a c C ,LENT WIDTH 1/4-SHIM VENT WIDTH 1/4"MAX. m o SHIMS WOOD BUCK 18 YID BUCK 3 STRUC RE tnc vw 8 9 .B TYPICAL ANCHORS __--SCREEN OPT --"" __�� SCREEN OPTr--- SEE ELEV. FOR SPACING 0 EXTERIOR r a oR WINOOW WA7TH XOX LAYOUT PRMUCI1iHVI81dD hdWgC lLoPtaMM-OADE COUNTY SEE ELEV.TYPM FOH SPACINGAPPROVED MULLION•t A:TE�NOA Coniroi c v d m • . • • •71s_ t• • �'� •� • •• I� I'; • SERIES-2050 • .-.' �. VENTS WITH SWEEP LATCHES I Erpr. MAD •1 CML 1j 11 nA.C"Qi 0582 , • • +1 0 1� � � R � 5 _ S • • _ I �1 • • • I L• 1 ------------- •• � � • • • • • . • drawing no. •• • WINDOW NTOTH • Womm YADTHCT 2014 W03-75 v sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• Z=-- .857 .837 7T- 1.242 2A63 •2.063 1 ,329 118 ^ I .716 .803 -.082 7-- .062 .082 I ,Y M 1.434 -�- I I z 2.188 1.344 4 .813 M�.147 j 1.1 30 AL 1.130 '� Q .930 (9) GLAZING BEAD } O .... ._ 1.260 4 1.250 A C .813 VENT TOP/BOTTOM RAIL 1.421- r .421 � YY� STD. MEETING RAIL �a STD. MEETING RAIL O IC 2.188 © SEMES-2000 v SERES-2050 SQUARE GLAZING STOP 8 .930 1.400 1.122 .780 ----..- .682 X49 2.063 2.053- 01 .053 a qqqq 0 FRAME HEAD � g (p�-��+ 1-11.230 78 ,062 .082 2031.118 1.149 Am A� 1.830 At TV t 1.630 .813 .050 t2 VENT LATCH 1 --r .a89 �7 c.--- -- ----i 1.983 1.250- .813 1.280 1.250 .082 2.190 99 �+ © JAMB STILE �2 -A H.D. MEETING RAIL H.D. MEETING RAIL 2.986 5 .770 .5W ® SERIES-2000 -SERIES-2050 SQUARE GLAZING STOP L f A00 IL 2.288 2.083 Z063- 21 .083 Q 062 © = 0f 5 � 12.330 2-92 2.555 FLUSH FRAME ADAPTER 930 .062 1.630 .830.062 1.630 M U2 STD. FRAME SILL 1.878 -� •___ L_ z z ^ .892•y 1.718 I I I I t.2S0 1.250 v .062 873 TYP. M 989d'7t9 H.D. MEETING RAIL H.D. MEETING RAIL Q3 FRAME JAMB (69) SERIES_2000 SERIES-2050 - - 983 2.113 2.181 .078 .078 .068 1.875 .994 $$ 3.437 2.816 450 1.212 .992 1.212 .992 g Ll �4 2.600 gill I soooaz .048 A82 1.250 2.330 •• ••• ! • • Imo` •• o m i i • • i • 4IXEM RMLFIXED RAIL $ -$ 20AHI-RISE FRAME SO.L ii SILL RISER • •• • !O • M2000 SERIES-2050 �0 W r u • • • 188 "I.328 m...µ..224 Erpr:JAY«yLANMAO ,t c ABa {{�{{��'��.260 FIX.543 D i �� • !•! . • .*11 � 4N.� • • �,2� •• • •• drawing no. GLAZING WEDGE W03-75 SILL TRACK BCALE W 014 sheet g of g ••• • • • • ••• • • • •• •• • • • •• •• A 7d Q' 4 jgj Hill FRAME TOP CORNER 15go VENT TOP/MUDM CORNERS 0 d�N N M O^M� of N luc1ig� Rill� . . . .• =m 'gid • •• •'i ' • ••• '• FRAMESOMM CORNER u o u z "r.JA AD WW—cm RA.PE 70582 1 33 CAN.M. 6 ri. •'• ' ' ' •'• •'• '`B p uddiModds • • • • • �$ II drmving no. •• FIXED M . RAIL•CORNER By U 4 014 W03-75 TC kllami sheet 9 -f 9 ••. • • • • •t• • • • •• •• • • • •• •• ••• • • • ••• • • s . MIAMI.DADE MIAMI-DARE COUNTY 9 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,Vw.m1am1dade.8ov/eeon9wy E.S.Windows,LLC 10653 N.E.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 AW (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 revolve, 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 4000 Aluminum Sliding Glass Door w/Reinforcements LMI APPROVAL DOCUMENT:Drawing No,W03-100 Rev K,titled"Series-4000 Aluminum Sliding Patio Door (LMI),sheets 1 through 7 of 7,prepared by AI-Farooq Corporation,dated 11/08/03 and last revised on MAYO�e • ••000• 2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Cont-0111visiog gtanip 4,0 with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Gal trol S&tft6 0 ••••;• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• Limitations: 0 0 0000 .0.00. I. See DP Vs Glass types&reinforcing levels in sheet 2 for 4 Panels or less configured SG17wd sheet 3fai-Aller 0000. two panels configured OX,XO or XX w/Heavy Duty reinforcing.Exterior(positive)d0s:b!�rressug&are; ••0.0• limited to+70PSFw/2-1/2"sill&+80 PSFw/3-1/4"sill, 00 00 00 0.0000 i0000. • 2. Max.Door frame area not to exceed 96"x192"or 72"x100"corresponding to tested are . • • • • 000000 LABELING: Each unit shall bear a.permanent label with the manufacturer's name or logo,J3arV%quillapM1uftia, 0 0 state and series and following statement: "Miami-Dade County Product Control Approved",ufdted tereini••:% :0 0.0: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 0 change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes she automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-1115,03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. NOA No.14-0923.11 MU4MFDI4DECOUNTY Expiration Date: March 18,2019 Approval Date: May 14,2015 �`� Page I i a E.S.Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W03-100 Rev K,titled"Series-4000 Aluminum Sliding Patio Door(LMI), sheets I through 7 of 7,prepared by Al-Farooq Corporation,dated 11/08/03 and last revised on MAY 06,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#13-1115.03/#12-0312.03/#09-0210.07/#08-0417.03) I. 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 2411 3.21 and TAS 202-94 Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc.,Test Report No(s). FTL-3908,dated 10/09/03,FTL-3909, dated 09/26/03,FTL-3910, dated 09/30/03 and FTL-4287,dated 09/22/04, signed and sealed by Joseph Chan,P.E. and the Test Report No.FTL-4287,dated 09/22/04, signed and sealed by Edmundo Largaespada,P.E. 2 Additional Reference test reports No. FTL-5471,dated 01/24/08,and FTL 7894 (Tandem i Nylon Rollers),per TAS 201/203-94,issued by Fenestration Testing Lab, signed&sealed by Michael Wenzel,P.E. and Idalmis Ortega,P.E.,respectively. j C. CALCULATIONS •••••• 1. Anchor verification calculation dated 09/17/2014 and last revised on FA.3•f 1;2015 j"• ••••;• complying w/FBC 2014,prepared by Al-Farooq Corporation,signed ajjfL jq led b�Jay;d ••• • Ahmad,P.E. • 2. Glazing complies with ASTME-1300-02&-04. •••• •••••' • 0000 0000 0000 D. QUALITY ASSURANCE •••••• ••. ; • .0000 1. Miami Dade Department of Regulatory and Economic Resources(RER),**. 000• 0 0000.. E. MATERIAL CERTIFICATIONS :00:9: .0 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemojrs&j t0.,ll1e.fist ••••'• "DuPont SentryGlas®Interlayer",expiring on 01/14/2017. 0. 000000 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont De Nemours&CO.,ll�,Tor • "DuPont Butacite PVB 0 Interlayer",expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of compliance to FBC 2014(5t'Edition)and of no financial interest issued by Al-Farooq Corp.,dated 09/15/14,signed and sealed by Javad Ahmad,P.E. 2. Statement of Lab compliance,part of above test reports. 3. Distribution agreement dated 03/05/14 between ES Windows,LLC&Energia Solar,SA, and Colombia, signed by Andres Chamorro(Gen MGR)and Clara Garcia(Sales MGR), respectively on behalf of their companies(submitted under#13-1115.03) G. OTHER 1. This NOA revises NOA#3-1115.03,expiring March 18,2019. 2. Tet proposal#07-3815, approved by 13CCO and dated 07/01/14 by RER. 3. Previous related NOA(s)are#12-0312.03#09-0210.07,#08-0417.03,# 5-0606.0 an 04-1117.05. Ish q'1.Chanda,PX. Product Control Examiner NOA No.14-0923.11 Expiration Date: Marey 18,2019 Approval Date: May 14,2015 E-1 192'MAX. DOOR FRAME WIDTH 1 M CLUSTER OF ANCHORS 8°MAX. 1S"MAX. AT HEAD/SILL(WERLOCK/ASTRAGAL) CORNERS HEADERS HEAD/SLL SEE DETAIL ON SHEET 3 I" A - �' `s ------- - LL h Wy1� >Q SEE SHEETS S&8 u � FOR APPLICABLE REINFORCING DETAILS O AND SEE SHEET 6 FOR NO REINFORCING 2S ¢ < SEE SHEET 6 FOR MEDIUM REINFORCING a g SEE SHEET 5 FOR HEAVY REINFORCINGA 11, a c� w s 3 tO M --_-- - - -- ZCC$,2 K` �\ m 43 11/18°MAX. - `ASTRAGAL `INTERLOCK m Ui N v DAYL.ITE OPENINGS WIDTHS: 49 1/16"MAX o.L oac. m 8 w FIXED/LOCK STILE-INTERLOCK - PANEL WIDTH - 5.375" NOM.PANEL WIDTH 49 5/1 W MAX. INTERLOCK-ASTRAGAL = PANEL WIDTH - 5.625" NOM.PANEL WIDTHO�RECRYT RACON INTO CONC. -� DAYLITE OPENING HEIGHT: AT SILL PANEL HEIGHT - 5.00" TYPICAL ELEVATION fIR1Y11�,1tIEYMi� TESTED UNIT Asem7 vvwm eriM g PANEL HEIGHT= DOOR FRAME HEIGHT - 1.250" ew 6ggf Pw4J� �C flflfl SERIES--4000 ALUM SLIDING GLASS DOOR G« H DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN AND APPROVED CONFIGURATIONS ON SHEETS 2 AND 3. ` •• ••• • • • • • •• O �^I^ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • ••i • i i • i •�o s $ HURRICANE ZONE(HVHZ). • •• • • • • ••• • 111Y OR 28Y WO00 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY •• ••• •• • • • •• • • • • • • • • • 4 TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SH91.L.BE AS LISTED,SPACED AS SIIGWN ON DETAILS,ANCHORS DOORS GLAZED WITH LAMINATED GLASS RATED FOR Fes`• ONII, ° 3g EMBEDMENT;' BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. FIA PE 170592 � 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• ••• • C 35MNOT PART OF THIS APPROVAL. • • • 0-0 : : •• • • $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • • • �LU —U MATERIALS INCLUDING BUT NOT LUTED TO STEEL/METAL SCREWS, THAT ••• • • • • • • • • 2015 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 000 • W03—10 REQUIREMENTS OF THE FLORIDA BLDG. CODE. shoat T of 7 ••• • • • • ••• • • SEE SHEET 3 FOR OX.XO OR XX DOORS WITH HFAW REINFORCING � DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) Z GLOS TYPES'A'. 'R' OR'C' O PAM m �RW NO REWFOR'G MEDIUM REWFOR'G HEAVY REWF'G `' naNas mm EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) Mr.(-) 30 70.0 80.0 70.0 80.0 70.0 80.0 36 70.0 &7.0 70.0 80.0 70.0 80.0 a 42 811/4 - - 70.0 80.0 70.0 eoo R v 48 - - •- - 70.0 80.0 V tni 3/16"H.S.GLASS 3/18'H.S.GLASS 5/32'HEAT STREN'0 GLASS 54 - - - - 70A 71.1 O' .090'INTERLAYER 30 - - 70.0 60.0 70.0 80.0 O 6 Q SENIRYGLAS BY'OUP0NT' .090'INTERLAYER 090'INTERLAYER 38 - - 70.0 80A 70A _80.0 O o &ITACDE PVB BY'DUPONT' BIITACITE PVB BY'DUPONT' 98 3/,6, /18 H.S.GLASS 3/16'HS.GLASS 42 - - - - 70.0 80.0 1/4'HEAT STREWD GLASS - - - 70A 80.0 Z SILICONE SILICONE 3 1 0 DOW CORNING 795 DOW CORNING 795 SILICONE DOW CORNING 795 48 S, 13 I o 13 1 I n DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH V} I I:. EGRESS REQUIREMENTS PER FBC AS REQUIRED. i It. ins' y yj¢tO� 14 14 4 14 4 TU '�� • „' 1 M GLASS TYPE 'A' GIASS TYPE 'B' GLASS TYPE 'C' answrI Z ' ry � Taal YlgrW Ueilarlh. Vl civ cis VJ w I. ftomd.D461 ®T pf4nl us&V*41 w . -DOOR FWE WE W. DOOR FRAME WIDTH DOOR FR"WIDTH FRAM TH DOOR FRAME WIDTH NOTE: Nftm eaaa • ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE c o a BASED ON ASTM E1300-09 (3 SEC. GUSTS} P • s g$>) • ••• • • i i i AND FLORIDA BUILDING COMMISSION A A A • • • • DECLARATORY STATEMENT 0CA05-OEC-219 - D E D E D @1 E • 0 •• D E D Y :r 3 WAD AHIM FLA.PEEK 70.'192 Qrc v H O _ 0 G C • • C O •• • C cAm 3H g� i g 12 B e B i • (B) • S Q 8 s XO(SHOWN) oxo(SHOWN) xxx(SHOWN) • 0k1C0 • : • IfXyp(•s ' dfOWIR xz xxx � 9s+� • xx�cx • WO3-10Q APPRU OVED CONFIGR sheet 2 of 7 • • • • • • • • • • CLUSTER OF ANCHORS DESIGN LOAD CAPACITY - PSF g AT BJIEIB.00K (OX.XO OR XX ONLY) 3/18"H.S.GLASS SEE DETAIL BELOW GLASS TYPES 'D' OR 'E' 3/i8"H.S.GLASS 72" HEAVY REINF'G(SEE DETAIL SHEEP 5) 090'INTERLAYER .090'IN WB 8Y'DUPONT' Z DOOR FRAME WF .090" TER BY'DUPONT' 090'INTERLAYER B CORNERS A pi; PANEL TM � EXT.(+) WT.(-) 3/18°H.S.GLASS 3/16 H.S GLASS CORNERS 30 80.0 103.0 SILICONE SILICONE OOW CORNING 795 J6 80.0 103.0_ DOW CORNING 795 Qi 42 81 1/4 68.6 88.3 i0 45 84.0 82.4 a' u ' 30 80.0 103.0 j 13 36 Be 80.0 103.0 41 z D 30 10c 80.0 103.0 13 dl ap Ci tNTEftLOCKS {-{ 36 80.0 103.0 w 23 n HEAVY RELINE ! THE SHOWN W.{+)LOADS REWIRE ONLY } 3-1/4"SILL HEIGHT(DTL 81 ON SHEET 4). J REDUCE EXT.(+)LOAD CAPACITY TO a s o •/, /, +70.0 PSF IF 2-1/2"Sill HEIGHT IS USED 34 4 INE(-)LOADS REMAIN UNCHANGED. ro en J S r 14REIN14 1 o SEE SHEET 5 € GLASS TYPE 'D' GLASS TYPE 'E' i go a r DOOR HEIGHT AND WIDTH SIZE MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC AS REQUIRED. o ' NOTE: a Bl 10 i= GLASS CAPACITIES ON THIS SHEET ARE x 3 w BASED ON ASTM E1300-09 (3 SEC. GUSTS) THIS ADDmON&ANCHOR AND FLORIDA BUILDING COMMISSION Z REWIRED AT HEAD DECLARATORY STATEMENT OCA05—DEC-219 z i` FOR ANCHORS IHTO WOOD I _ 31 3/8" OPG. Ld N S D.L 31 3/8' 8O 37" 6.1-OPG. PAREL WIDTH 37° PANEL WIDTH ��"� Wilk at o R TYPICAL ELEVATION (OX) (SHOWN) + tmtll►DUCE hfYO cRR L5 THIS SIZE TO HAVE HEAVY REINFORCING AT INTERLOCXS 6"RETAINING CUP Coo 8 g 8 (SEE SHEET 5) AT HEAD 8t SILL -� 1 of-DOOR W. . DOOR FRAME W. Dolt FRAME W. ••• • • • • • �- '+' I 1 0999 • •• • • •10 • g x_ x !t 4 a =D 4= .0 W Etgp:MAD AHMAD A g g H C C H G H Y FLA.PE C.A.CML A 70M O 8 38 B 8 ••• •0 • • ••• • 35 • • • "mmogs,AT !NTM&OCKZASMAGAL ENDS XO OX j X • :• • •• : •/4r.ULFftN I kEG:LY INTO CONCRETE AT SILL Za15 droving no. •• • ••• W03-100 APPROVED CONFIGURATIONS sheat 3 of 7 ••• • • • • ••• • • • • • • • • • • • •• •• i i i ••00* •• ••• • • • 000 • 0 EDGE DIST. TYPICAL ANCHORS IN PAW TYPICAL ANCHORS IN PAIRS v� SEE ELEV.FOR SPACING EDGE DIST. SEE ELM FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ��V g 3MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM fi/4"0 ter OR 23Y WOOD SUCK AND TRANSFER THEM TO THE BUILDING STRUCTURENOTE SHEET t) _z'1/4.0.C. 4 /(SEE .:p 2't/aa O.C.- oWIVCRETE'4 0: p_ ° °.. ? 3 KSI MILAN. °' d. ° ... °.. .3'ICSI°MIN. ° 'TYPICAL ANCHORS: SEE ELEV.FOR SPACING r T�'� aNc3toRs 1/4" OYL ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) 3 PER CLIP TYPICAI.ANCHORS INTERLOCK ASTRAGAL � 1 3 PER pip INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTERLOCK/ASTRAL 'a 1-1/2" MIN. PENETRATION INTO WOOD t ' (A j THRU 1 BY BUCKS INTO CONC. OR MASONRY �Q7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 18 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) a� �..:/ MIAMI-OAIE COUNtt APPR'D MULLION ' e STEEL- 1/8"THK.MIN.FY-36 KSI DIRECTLY INTO CONC. OR MASONRY ;4 ALUMINUM a 1/6"THK.MIN.(6063-75) 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ytG , SEE SEPARATE ROA to � a EDGE 11>6�uuCFN►vrr� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIST. 2 1/4'O.C. lm o plyInswR *l"Wl& i i g Do=Code _ (GRADE 5 CRS) ' TYPICAL PERANCCLIP MIAMI-DADE COUNTY APPROVED MULLIONS t3 INTERLOd(/ASrRAut (M UMINUM : 1/8"THK. MIN. (6063-T5 MIN.) v F I� O METAL STRUCTURES F STEEL : 1/8"THK. MIN. (Fy - 35 KSI MIN.) TYPICAL ANCHORS IN PAIRS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .► ' 1 1 I I SEE ELEV.FOR SPACING �p t I I t NO SHIM SPACE T1fPIC_Al EDGE DIISTA,I�IY,zF ` Q Um INTO CONCRETE AND MASONRY = 2-1/2" MIN. ' U ' N TYPICAL ANCHORS IN PARS INTO WOOD STRUCTURE = 3/4" MIN. c SEE ELEV.FOR SPACING INTO METAL STRUCTURE = 3/4" MIN. ¢'o a 1 I I I META. C4 STRUCTURES WOOD AT HEAD OR JAMBS SG- 0.55 MIN. p M = o 6 EDGE CONCRETE AT HEAD,SILL OR JAMBS I'a= 3000 PSI MIN. Z_$ d 4 f4 DIST. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. $z ^ t/a"O.C. � � ul� TYPICAL ER C� SEAI.ANT+ j 1 INTERLOCK/ASTRAGAL — ¢ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I I li I WHITE/ALUMINUM COLORED SILICONE. I I u t i I I W1 = 1-3/4" WEEP NOTCH AT EACH END c W2 = 3/4" WEEP NOTCH AT EACH END = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END ' to IL to z \ • • •� 0ogmo � oEE • • U9 TREK COVER ® .. a• ST.STEEL Engr,JAVAO ANAD gg3 \ • CML PIA PE f MN2 a DI NED 2 t/4° °'IIIG'UH STRFNG�OG E Df t'. •2•/4'r '� ".�C TE• $ �l W3 NOT By E.S.WINDOWS o• .p.: S,'ON f� • CONCRETE °' •• :•a' r �: S Kd5.1•tiIIN� • ,• °• I.�'• ACETAL WHEELS ST. STEEL WHEELS �.. 3 KSI MIN.° I ...- 41,LOADS TTOSSTR C� e • �� • • • IN METALLIC HOUSING IN METALLIC HOUSING drawing no. TYPICAL ANCHORS TYPICAL A•NCHORs • • • • • 'PA60SA'GTT-26/13-02A '951'ARO6&SS-IS1/40� 3 PER CLP TYPICAL ANCHORS IN PARS 3 PER CUP TYPCCN.ANCHORS IN PARS J INTERLOCK/ASTRW-AL SEE 0".FOR SPACING INTERLOCK/ASTRAGAL SEE ELEV.FOR SPACING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 23Y WOOD DUCK SEE NOTE SHEET i TYPICAL ELM ANCHORS HO R N PAM SPACINC �� g 1'1;�FIX.PANEL ON ��JOUMOE TRACK 1/4'MAX. 2 ZO SHIM ®10 X 1/2PH SMS I PANEL WIDTH 1/4' � a i9 2/CLD' O.L.OPG. g 3 31 32 8 7 MAX 25 -- --- 1 /4 ..... W 6 i:...... ....................:... .... ..:i ............ .........:.......... 1 t t:um, ................... ..... •:. 11 Q ......... ..... ........R i'::::::.: ........... ......:...............�. j ':':} '.i a •r»» .xr•rr••r r»»». .r.rurxr•r..r N. i lZS�Z.1t{��aQcx�pJ SCREEN OPTL- -- - - - •- - $•o .�J.. ^ MO 10 i0 INn GJ Nm INTERLOCK STILES ASTRAGAL STILE INTERLOCK STILES DA-OM D.L.OPG.j EXTERIOR PANEL WIDTH toy ., --. - DOOR ----_— WIDTH SEE ELEV.ANCHORS IN HEAVY REINFORCING- iBY WOOD BUCK AT EXTERIOR/INTERIOR INTERLOCK & ASTRAGAL STILES (SEE NOTE SHEET i) N ht7 STRUCTURES C ma 2 �•PANEL ON t N N METAL O tj INStM TRACK PsPkMha �� SN a i/4x MAX 1/4'MAX. I ..SyIM SHIM D.L.OPG. 3 t - TYPICAL ANCHORS IN PAIRS �i tpT 30 SEE ELEV.FOR SPRING X . ":•:::1 g qg� g Y '• 18 N •• ••• • • N p d K t¢ tyiy�.�� • •• • • • • ••• • °. i,y tlb ••• ••• ••• ••• • • go 01S,y.2 L T. Nr JAVAD AMM SCREEN OPTL------ F c m jr2 • • •�iOR IY�iH g DOOR WIDTH ••• •• • : • '• • • •Tr-••-._... - $ $ b TYPICAL ANCHORS W PAWS • •• • • • • • • e Zti drawing no. SEE ELEV.FOR SPACING •• • ••• • • • wa3—�aa sheat 5 of 7, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r t r Trim B PART# QUANTITY DESCRIPTION MATE= MANF./SUPPT=/R@MARKB 1 ES-4001-1 1 FRAME HEAD - 6063-T6 - 2 ES-4002-1 1 SID.FRAME SILL 6063-T6 - - 2A _ - 1 16-RISE FRAME SILL 6063-T6 - O 3 ES-4003-1 t FRAME JAMB 6063-T6 - 4 ES-4004-1 2/PANEL TOP AND BOTTOM RAR _ 6063-75 5 ES-4005-1 AS REDD. LOCK STILE 6083-T5 - Ov 6 ES-4006-1 _AS REQ_D.__INTERLOCK ~6063-TS - 7 ES-4007-1 AS READ. FEMALE A57RA%L 6063-T5 -_- 6 ES-4008 AS REOD. TOP do BOTTOM MAX STIFFENER 6063-T6 - 9 ES-4009 2/PANEL PANEL GUIDE(TOP_ONLY) CELCON NOT SHOWN V 9L pe~J1 10 ES-4010 2/PANEL RETAINER CUP,6'LONG 5063-T6 GK$�i mqq yg 13 27-445 AS READ. GLAZING WEDGE GASKET EPDM DUROMETER 75t5 SHORE A.SOLUCMNI.SECAuCHo Q C O O 14 27-448 AS READ. iurom RAIL GLASS STOP EPOA DUROMETER 66t5 SHORE A.SOUICIONESENCAUCIW 14A 27-449 AS REQD. TOP RAR.do STILES GLASS STOP _ EPOA_ DUMMEUR 75t5_MORE A,SOUJOIGNMMICHO 3 7 15 W23241NK AS REQ. STILE&JAMB WS7PoPPIL� GLASS PANELS,ULTRAFAB a 16 Q26647OX AS READ. TOP RAR.W STRIPPING - GLASS PANELS,ULTRAFAB 17 ES-4015 AS REQD. BOTTOM HAIL WSTRIPPING VINYL GLASS PANELS O 19 #10X7-1/4'PH SMS S/PANEL PANEL ASSY SCREWS.- GLASS PANELS 19A #tOxt'FH SMS 2/CORNER FRAME ASSY SCREW - - 20 GTr-26/13-02A 2/MOV.PANEL TANDEM METALLIC ACETAL HOUSWHEELS A IN - PABOS m 20A ARO8855-ISI/4 2/MOV.PANEL TANDEM Sr.STEEL WHEELS 6i - B9 � METALLIC HOUSING 21 #10X1-1/4'PH SMS 1/ROLLER ROLLER INST.SCREWS - GLASS PANELS --- 23 2300-LOSS 1/MOV.PANEL 3 PLY METALLIC HOOK LOCK ST.STEEL - 24 - 2/LOCI( LOCK INSTALLATION SCREW - 06-32 X 1/2"FH MS.ST.STEEL INTERTACK ST= EXT. ASTRAGAL STILE 25 537 1/LOCK LOCK STRIKE PLATE PLATED STEEL - yj y 31 32 26 010 PH SMS 2/LOCK STRIKE PLATE MOUNT.SCREW - NOT SHOWN __. SCREEN --- 27 #6232 .- - 1/LOCK INTERIOR AND EXTERIOR PULL - (3)#6-32 X t/2°FH MS,ST.STEEL n M 26 E94028 AS REQD. SILL RISER 6083-P5 - Z -rr $ 29 ES-4017 2/PANEL FIXED PANEL CLIP(OUTSIDE PANEL) 6063-T5 - 3 Z MEDIUM REINFO CIN= 29A ES-4020 2/PANEL FIXED PANEL(XIP(INSIDE PANEL) 6063-T6 FOR 0X0 DOORS Vl N AT EXT. INTERLOCK & ASTRAGAL STILES 30 #toxt/z"PH SMS 2/CUP FIXED PANEL CUP fASTENE$t - - � W�g 31 - AS REQD. 1/4°X 1-1/2°REINFORCING BAR 36 KSI STEEL LENGTH-PANEL HT. -_6.5' 32 - AS REQD. 1/2'X 1-1/2'REINFORCING BAR 36 KSI STEEL LENGTH.PANEL HT. - 64- 33 P38024FK AS REQD. 3"LONG SELF ADHESIVE PILE PAID WOOL AT HEAD AND_5.61_ _ ��---` E 34 - 2/SIDE SUMPON NEOPRENE - DoIT{ I 35 ..- AS REQD. ASTR%'AL REINFORCING 36 xst STEEL L;M.PANEL HT. - 14' v ALJ +IrT•UCTwrV WW m eNoJ�/ Sidlai Ca* • • • • • ••00 0 • • • • • • • �.�. ----- Engr.JAM AHMAD CMLFLA. 3 INTERLOCK STILES EXT. ASTRAL STILI!•• • • ••• • CAK Y L • • • • • • •ISCRE • �{ EN Qom'--- • --•t- "'•• i•i • ••• i•e droving no. • 2015 NO. BINFORCING W03-100 sheet 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.249 2.000W7 �^ n .082 .082 1.530 .570 • ^� S -i 9 ,.259 .870 � I.124 •9� .66p 7 - .094 Z 3 2.890 O I 1.530 1.812 .989 2.875 1.383 1 '0.� 4.311 49 OUTSIDE PANEL , 1 s FRAME HEAD © LOCK STILE L FIXED PANEL CLIP g Y 2.750- r .344 .129 1.87STEEL CHANNEL 3 3 ,b70 Q' 062 5 ASTRAGAL REINFORCING I Q Q .951 1.317 .406 .094 F; ! Q y{ .078 t r .990 ' 1.68 .813 '/ 4 L I I I I 1.365 j: ® TOP/BOTTOM RAIL �I STIFFENER 1374 Q INTERLOCK STILE 1 1 !� ® FlEL h43.0 .812 1fED PANZ, INSIDE EL CLIP d z F .530 asz 31 32 FRAME TOP CORNER o 3 3i3- .082 3ZWtl 8 .625 INTERLOCK REINFORCINGS vaa ;q • 2.499 4 r �4 1.810 l9:0.00T'hf"mw a4obpryirgwW lNlIaMTP 93 L Lb75 Cddtt Z;.1� y 3.155 oma.Via. O M•.�0 1.879 i O z z 4 : PANEL TOP/BOTTOM RAIL aO FRAME JAMB t9 I p1 to N s 1.812--- 1-492-1.812- .812 pr, W'n 1.499 1.812 .907 1 12--W0 ASTRAGAL.STILE 9T0. I-RISE 2.2308'73 062I 1.350 k- 4149 -M jII- MAI FRAME SILL ® SILL RISER ••• ••• • • • •• I c o @ffi • • • • • • • • ` g o o • \y'41�1° L x I .871 2.183 •• •i • • ••• • FRAME BOTTOM CORNER •• ••• • • • • • `�I( •030 • • • •• Eepr.JAcpa t g 1.500 tats 1 1.0�00 i • • FLA' 703 922033 2.246 ,810 ••• 0 339 1.972- • 1 015 55 ••• • • • • wdr0 aw3in- i n0oa. fo RETAINER CLIP SCREEN TOP/BOTTOM RAIL SCREEN STILE sheat 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• -.0 • •• •• ••• • • ••• • • M IAM I•DADE MIAbu-DADS COUNTY o PRODUCT CONTROL SECTION '�•. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADINUNISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.gor/eeonomv 1 ES Windows,LLC 10.653 N.E.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 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 Flortda�utilding....�. Code,including the High Velocity Hurricane Zone. •• :0. . DESCRIPTION:Series"1500"Aluminum Fired Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluj4i"in Fixe4L.Vindow;••••; (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 0812 A, prellbM.Qy Al-..... Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miawi-&Jkde County, Pfoduct..:..' Control Revision stamp -with the Notice of Acceptance number and expiration date•by the 1�i &-Dade•••••• County Product Control Section. . 00 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••:• "' LABELING: Each unit shall bear a permanent label with the manufacturer's natn®or logo, Barranquilla,. Colombia, America Latina, series, and following statement: "Miami-Dade County Pro ntro1 Approved",unless otherwise noted heiein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process..Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause fur termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is - displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0617.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No..14-0923.08 rpt oal�e courlrr Expiration Date: November 06,2018 /1 S Approval Date: February 12,2015 z� 6� Page I r . 4 { • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBrMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Seties---1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by AI--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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.. FTL-5339,dated 02/11/08,signed and sealed by Michael R.Wenwl,P.E.'....' ....�. (Submitted under NOA No. 08-0417.06) •• •• • 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-9$ •'•••' 2)Uniform Static Air Pressure Test,Loading pp* k'ITC TAS 202--94 •••• 3)Water Resistance Test,per FBC,TAS 202—%4..• •....• . 4)Large Missile Impact Test per FBC,TAS 249--AA ..:..' 5)Cyclic Wind Pressure Loading per FBC,TAS 283-94 •• •• •••••• along with marked—up drawings and installation diagram: Mld aluminum fixed •, window,prepared by Fenestration Testing Laboratory,Inc.,Tgst Rgport I.••:• FTL--5054,dated 10/03/06,signed and sealed by Edmundo LAr.S* dada,P.P.. ;••••; (Submitted under NOA No. 06-0308 05) ' 3. 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 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL--3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14.0923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 E-1 4 l ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS / 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC-201 4,and with FBC 5"'Edition(2014),prepared by Al-Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE Y 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring onZwl 1/16. . . 0000 0000.. F. STATEMENTS • 1. Statement letter of conformance to, complying with FBC 5"MOFIQn (2414).1•and of 00000 no financial interest,dated 08/14/14,signed and sealed by Javad.Qlunad,P. V. ;••••; 2. Statement letter of conformance to, complying with FBC 20101 sand of Asof"Ancial0 0 0 0 0 interest,dated 12/08/11 and 06/05/13,signed and sealed by Javad;Aftnad,r?F, ; —:99 (Submitted partially under previous NOA No. 12-0223.41) *0 " 00 00 "'••• 3. Distributor Agreement, dated 10/20/10, signed by Carla (3Fci+a�orrepte Oind by 0 Andres Chamorro. :06••• (Submitted partially under previous NOA No. 12-0223.41) 0000 . :" 4. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fetlesttation Testing Laboratory,Inc.,dated 06/15/10,signed and sealed by Jorge A.Causo,P.E. (Submitted under previous NOA No. 12-0223.41) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted snider previous NOA No.08--0417.06) 7. Laboratory compliance letter for Test Report No. FTL--5054, issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Srrbrraitted under previoats NOA No.06-0308.U5) Jaime D.Gascon,PA. Product Control Section Supervisor NOA No. 14--4923.08 Expiration Date: November 06,2018 Approval Date: February 12,2015 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s F7L-3810, FTI.-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03,all signed and sealed by Joseph C. Chau,P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500," Aluminum Fixed Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. 6666 . . 6666 6666.. 6666.. 6666.. 66666666 6 0 . . 6666 6666 6666. 60.09. 6 .. .. 66 66 6666.. 6666.. 6666.. 666060 0 6 6 6 6 696666 66 . 6666 00 0 'r G Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Date:- November 06,2018 Approval Date: February 12,2015 E-3 ' 6"MAX. 12'MAX. FALSE MUNnNS Al^Ui FROM ENDS A HEAD/SILL FALSE M APPLIED) M n MAY BE USED 0 It C I1 o li u v �I 1 11 �I it $ j it ,1 ,i ffjbiSSjj EI II o� II � 11 Y W O M Z 11 WINDOW WINDOW vl� aTMWIDTH ----I -- --- c Ir-•- 1 u L 44 4 WINDOW WIDTH wlNoow WIDTH O.L.3 . s a M d m WINDOW WIDTH � Z I I I I 'TYPICAL ELEVATION � N o= I t g l `' � c •--� a SERIES-1500 ALUMINUM FIXED WINDOWIDW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Wro7H YINOOY! � �—•—WINOOW WI�DTH� COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER I MIAMI-RADE COUNTY APPR'O WINDOWS USING MIAMI-DADE COUNTY c APPROVED MULLIONS IN BETWEEN. ° I I F I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL i WILL APPLY TO ENTIRE SYSTEM. os�A �whhdwl7aida '�' Dutldlaga�ds 23.08 �� # " $ DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS Ac9Pb �Zc�g _ L J SHOWN ON SHEET 3. c•B 8 8 P &otRo lNt olaml o ffi THIS PRODUCT HAS-MENR1«GNLb AEtD T A MPLT•M111 THE w > REQUIREMENTS OOfP�THE FLOW AaG IK:LUlW.OIIIGH VELOCITY °m°a W. WINOWA6TH VI WINDOW wIDTN HURRICANE ZONE•(WVHZ)' •• • • • • ••• •• THESE WINDOWS ARE RATER FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WOOD SUCKS BY MGT®E'ANCift"PROPIPLY TO TRANSFER -1 (-— -� �t --— —— LOADS 70 THE S1RtlCTt1RL�,•• •• • • • ••� " AHM 4 I i ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON OEfAILS.ANCHORS I 2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. M 70592 t 3 3e ANCHORING 0R�LQAp�IO SOMTIONSw NOT SwWN IN T1rF"DELI S ARE A NOT PART Or•1`H6 APHQOVAI. • • • • • • • A LOAD OUR ftg INatASE 11 Lft IN§SIM rg AJ10RS,%TI WOOD ONLY. drowc VERIFIED BY NSCRILOADS BWG PICTURET WINDOW SHES APE WITHIN SSHOWN�OUE OR RORR RECTANGLE CAN L EAS CTE INT01(ARt'ACT 0 HER�MI 6m;s'S�LL��L�"r THE SE +4 20}4 rro. bg SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG.CODE. W03-57 shoat I of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ' 1/8"ANN.GLASS tl slucoNE sIL.IcoNe {� .090'INTERLAYER DOW CORNING 795/983 *110WING 795/983 BUTACITE PVB 13Y'DUPONT, 1/8'ANN.GLASSSILICONE Z \DOW CORNING 795ADHESIVE8 fOAM TAPE s OPTIC n 'I 5/16" LAM. GLASSY 7/18" Wt. GLASS 5 ALMGLA7INC OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL LL 93 - GLASS TYPE 'A' GLASS TYPES SHOWN ON THIS SHEET. 1; 3/t8"ANN.GLASS 3/18'ANN.GLASS .J.. .090`INTERLAYER X90`INTERLAYER SENTRYGLAS BY'DUPONT' BUTACITE PV8 BY'DUPONT' _ 3/18'ANN.GLASS 3/78`ANN.GLASSSlLICONE SILICONE B v DOW CORNING 795 CON CORNING 795 `. $ ADHESNE m ADHESIVE Q m �j FOAM TAPE m •�5 8. N h i 4 F eld TAPE �r N OPTIo I I, OPTI I I� $n ' ' Z Szij.. C C LJ N N � 5 5 GLASS TYPE IS, GLASS TYPE 'HI' ---3/18"HEAT STREN'D.GLASS 3/18-FEAT STREN'D.GLASS 5/31'HEAT STREN'D.GLASS c 096"INTERLAYER 090'INTERLAYER .090'INTERLAYER SENTRY'LAS BY'WPON'f' �ITACRE PYB BY'WPONT' BUTACITE PY8 BY'OUPONT' hRODUCI'ItBV1S8D 3/18"HEAT STREN'0.CLASS 3 18'HEAT STREN'0.GLASS nond ftybtg&�l9ml>Ld / BeBdiuB Cado 1/4'HEAT STREN'D.GLASS Acaeptmuei�a 3.�F. 8 SIUCONE SILICONE • ••• • •• 7,7t 6 E m DOW CORNING 795 DOW CORNING 795 • ' • • 0"• IV m o ADHESIVE b A�IESNE !. •• • • • •• i lieml wft Product C-tm m FOAM TAPE s fOAM TAPE • I q .ro �I 4 • • U k. OPi10 'I'I � OPTI II � OPTIC tli I Engr.JAYAO AHMIID � � �K.FM PE7 CA.N.3838 ••• 00 I ' ' • •i ••• 8 5 • •� 5 • • • • • • draering no. GLASS TYPE 'C' GLASS TYPE 'Cl' •• • GLASS TYPE 'C2' • • S A 20l4 W03-57 sheat Q of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *MLS 0100 Csoc) •xv3 stet-bZ9(s0E)'3 L4W swt 30wm 0% rt•LL'¢0 a ua xw ece twrJxvu ao t, ofQ=v'/ondoO/Y2ml1w twet 3 IO h 99b££ ^Id '[W iftLO +7� vttsEtrotaofiYWVIw 4# AYB •3" M WN OZZ9 nwov III"S IM mem o arnn+ y•,P I o �, 31►tl LS M$SBLS 63UQs S3dP1i8 BO't t'it 9: �� N) uewaoTan3a�anaoaa�aseeaN�o�a O-1 `SMOQNUTA 'S'3 iaa sixm+o mso�e C-- • 0 N OILVHGdUOO bOOUVzl-7V (7'w7),NOONVA MM wnmwn-w oOSI-83Itf3S uo oases a o ou co�¢-to awn v �'` � �uo!slnat m $S R R44000R o, gggqqm• q R4 0044 ^! 4 RRRnR4o o, oQgoa4 RR.ry RQo, o o, qqN p• � v � o oRR � RQRR �'� RIo. RR "u3RRRR "� R �. RR3 �� t �`'' +qoo q oq • '� y �o 0 0 0 0 0 o g o q o 0 o q n q o q q q o o 0 o q •� oti� R�QR � on �M1 � R s, 1 1 1 1 1 S � • pa � $ $ " $ $ ' ° as �la.+.44000•'dRR4ogogoovqoo o4 1 c000s I l eoq t l ffi "g o o q o• g Q n n o o - o o 0 4 0 0 tM1M1 ' � R- I Ro. R.RRR � ffit $3o. R � ' D � ^ o m o G 1 I 1 eD 1 1 I U I Q R tGR �Mpj rtp; q yN� n O NO O MN Dnp mO �' QO!N mn O � O pNl 1O� roO Itltl; pO N mn O v{ � � � 1 t n ttl � � � $ aD m m W $ t0 � Y V• $ 0 Y rl rrf �p � p �i � $ 0 < Ml n t0 ��V � MNf �•. v O O m O O O t0 Q y�O ^ M1 O W Q IN M1 Q K R 9 v 0 1 R a S 3 n Ra $ A n R $ $ $ `X s � �V �DDtODDDmD ' O . B O O : . O O ' .z $ $ mmm $ '� a "� a'A $ `a4a .`� n $ "� el�i s � 'Q G I I O �i I 1 p,, 0 0 0 0 t� O N n O O p N M1 0 ^• O N n 0 Q:N t� O of n C a. R• G I I G O S 1 < 0 0 O 4 Q O n O O ' 9 N{�d n O •N� n O N O N; 7 •� W�+ v O 1 N 4 M { I I I I 1 1 �• �O O O l4 to D N O O O N M1 O N M1 O N O N ¢ 1 g 9 S 1 g t 1 g 1 1 1 I 1 1 ••• •• O e03 1 I I I 1 1 -LLL \ � \ • • Sc R 'R 'f of 2 1 •• • • • g Q � W m R � M'� m 0 '� � if ml m n Y M1, mi Ot w�l .F 11� mi �Ip M�f O 11� ml �1p n �1�� y�•• • • /``nw_T\ pp .-. N M .- N to .� N Yl N Cl .•. N M ^ N • q • • • y� � N H M W N � M �••• }� �O Q o p oi q,o Q p oi q p ow p 0 o g q q p oi p oi p q p o 0 o p Q p oi - g O Q q q q o - o p 0 o g o Q q q q o• o o g o q o • n m i0 $ $ $ $ $ $ $ $ $ $ • •• • •••••• „�+�Q o o, Q e 4 Q o Q g o 0 0 0 00 0 0 0 o q q r q Q.q o 0 o N o 0 0 0 0 0 0 o q q qq q q q Q qe •••• 2aWRRRRRRRRRRRRP. P: P: P: P. P: RRRR � RRRRRRoRRRRR'RRRR � Ri RRR12 • • •••••• ••• • • I•,000q Q�ogg0000qqqoqo, q o. ggqo Qoo ooq Qoo • • • 2a m z� o o c o 0 0 0 3 0 0 0 I I o 0 0 0 1 1 1 1 0 o ti 1 1 I o 0 o i l l o ti c 1 1 • • m m w $ $ $ $ $ m m w m m m m �i co m m a m m m m m m m m m iRRUgg 1 1 � ggoq00000• qo,�qogQ0000 q o, gq,q 000 oqo oqq ` � g m R R R R R R R R R 4 � � g R " R R R R I I I I g � R 1 1 1 n R R ' ' R R R I I R ogoo .gQQqoo Qoon ooN o0 0. 0 0 " n R R R:R R m R R R R 1 1 I R r R m I I I 1 O g i 1 1 I t n ^ 1 1 1 I R n 1 1 i I R I i i I 1 �• � R R R R on R R nm R R R,g p I l i ^ R C 1� 1 1 1 ( O,• � v� 1 1 1 t I R R 1 1 1 1 R O 1 1 1'1 ^ t 1 1 I y q q to o f o, q o g q q m q - g q o Q o to o - o,q to o q tu'o - q m q o tq o ^ o 0q n o o Q g q q . w & a � n � $ nuni � er4nX� $ nrn � a �'i $ fl. » ea .�i8nmI u .+„R Q t? R R q.g q q q ro 0 4 4 R o R t? R o R m R Q a? 4 •- 4 0 14 0.Q '? 4 �; 4 R g m o ••; Q Q 4 '? Q ': w d GIS v Q O ^ O, Q Q Q q O, O,1^ O O O O g N ^ q 1 14 q —• � pqZ $` a ..lnm a o V Ile,+,•,o o n o Q R Q Q Q Q n o, q o ;Ile R R ? I I Q 4 n o:1 1 t l g Q n l l l o•o n 1 1 I o a n l l w w $ �'+ % Iv3 � RR <• t�i RRro � RR » M1nn nnm �� a Z + �a ^ C�O �qp �Rp . q to c o • R R n V• iV Y R R R IM1n t 1 1 1 1 o C S 1 1 1 R tF� nh h -- a � 0 a' rnnCAI.ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Q i � D SUCK TRANSFER THEM TO THE BUILDING STRUCTURE. I Ed e � m Z % °I .< 'P ° e VN TYPICAL ANCHORS: SEE Eum FOR SPACINGUCWRE $ Ed o TYPE 'A'- ,,3416" OIL ULMM014 BY ' 0'(Fu=177 KSI,Fy=155 KSI) � g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES gC 1-1/2" MIN. PENETRATION INTO WOOD LL�� q THRU 1BY BUCKS INTO CONC. OR MASONRY Q r �p1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ii77 ��%% 2 I f \ d \y \ DIRECTLY INTO CONC. OR MASONRY 3 OPTIONAL t-1/4" MIN. EMBED INTO CONC. OR MASONRY I TYPICAL ANCHORS El".E ANCHORS 4418"TEKS OR SELF DRILLING SCREWS (-AM 5 CRS) SEE ELEV.SPACING Fat SPACING INTO METAL STRUCTURES FOR SPACING STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED �---� MWdI-OADE COUNTY APPROVED ) MULUON&MULLWN ANCHORS v SEE SEPARAATE NOA TYPE 'W— 149 OIA._ULTRACON BY 'EL[_Y_Y (FU-177 KS%Fy=155 K9) a Ed INTO 28Y WOOD BUCKS OR WOOD STRUCTURES }� 1-1/2" MIN. PENETRATION INTO WOOD d THRU 16Y BUCKS INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Q m a ^M 0 TYPM ANCHaiS $14 SMS OR SELF DRILLING ING c_raM (WX 2 CRS) $ r7 S �SPACING INTO METAL STRUCTURES $ Z 3j g ALUMINUM? 1/8* THK.FMIN. (6063'51NMIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g1 TYPE 'C'- x_1.0 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') Ed m ANCHOR EDGE DISTANCE 1 INTO CONCRETE AND MASONRY = 1-3/8" MIN. 2 INTO WOOD STRUCTURE = 1" MIN. R INTO METAL STRUCTURE = 1/2" MIN. o P 5 TYPICAL ANCHORS WOOD AT HEAD, SILL OR JAMBS SO- 0.58 MIN. ELEV FOSEE SPACC Nfi CONCRETE AT HEAD, SILL OR JAMBS f o -3000 PSI MIN. C-80 HOLLOW/FUM BLOCK AT JAMBS f m - 2000 PSI MIN. 3 a .- • ••• • • • • •• SEALANT: © 2 I 1 i i i i i i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g N 4 • : : :•: •• WHITE/ALUM COLOR SILICONE. m� Ettgr MWCK ` FIA PE i 71582 0 ° l 7538 'd ,\ " �p °• • • . • • • • � yflD dlp Wollda ]6p` 6, }� ° TYPICAL ANCHORS d -a•' • • • • • �000yM�Yn� + -SEE ELL'V. P ii r. .• Q .". • • • • > 23, g o e e " FOR SPACING -> r i• • • • ' 9RQi51 y A p droWing no. Ed 1�avucl ossol — S 2014 W03-57 shoat 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART# QUANTITY DRSCRIPTION MATRRLU. MANF./BUFPIJER/RBHARNS (z � 1 E=I 4 WINDOW FRA61E 6063-TB - 2 ESI 008 OPTIONAL... GLAZING STOP. .._ .. 6063-18 - _2A ESI 103 4/WOW. GLAZING STOP(5/16'CLASS) Goo-T6 - Z 2B ES1017 4/WOW. MMING STOP(7/16"GLASS) _ 6063-Ts - 3 FS5002_ 4_ _fTtAICE COYCR(W'TIONAL) 8063-Ts - 4 /8 X I" AS REtm. ASS£MIiLY SCREWS ..— _ _. - CRS PH SGS_ qq g 4A /8) 1/2' AS REQD. ASSEMBLY SCREWS _ CRS FH SMS o S S 27-372 2/UTE SETTING BLOCK.7/18"X 3/18'X 3-1/2'LONG EPDM DUROMETER_75#5 SHOPE A 8 FS1010___ OPHCNAL GLAZING WEDGE SOFT PWC CUROMEr.ER 70 SHORE 8.1 154013 OPTIONAL GIAZINO WtED6E _ SOFT FYC DUROMETER 70 SHORE'A' h TYPICAL ANCHORS BA 27-425 4/WOW. GLAZING GASKET EPOM DUROMETER 80 SHORE'A' SEE ELEV.FOR SPACING 7 ES1505 - FLUSH FRAME ADAPTER 6083-Ts OPTIONAL W. �{��CO 1/q"MAX. I/4"MAX. TYPICAL ANCHORS Ri;� GGG SH M SIRMS SEE EL EV.FOR SPACING �I.Z 1d r o a � 1 KVX WOOD BUCKS 1 /4SHIM 3 11 _ METAL STRUCTURE --- ----- _4 a �t TYPICAL ANCHORS w v SEE ELEV. > Fara SPACING 2 EXTERIOR o !W N D.L.OPG. a o 0 z$ti� WINDOW WIDTH L z MM-DAVE COUNTY APPR,D MLLI UON SEE SEPARATE NOA TYPICAL ANCHORS O SEE ELEV.Fara SPACING m II �1 Vic_ • • • • • • • • �� __ . . • . . .•• • ego �.� Egr:ADAHMAD •L —WINDOW WROTH WINDOW WIDTH FIA PE f�2 c • •.• • • PROVI&WRRVIBBD 3 • • • • • • • B6b*cod tlbGbMtwtde y IL °•• • ••• • � •',• �'� E 2015 drawing no.. W03-57 anea(S or . . . . . . . . . . . •• •• ..• . .. .. ... . . ... . . TYP AL ANCHORS 2.330 TYPICAL ANCHORS SEE�ELEV.OR SPACING .621 SEE ELM.FOR SPACING ..... M� 1 329 a �IIETAI AM I-OAGE COUNTY APPROVED L1.. MULLION&MULLION ANCHORS Z 1.000 Ed STRUCTURE SEE SEPARATE NOA o .500 .803 .0� e,.�',£d-... ..' zd iEd A- .813 I r e° .8+3 .837 w �1.134 a 2A O cy 7 \ \ t FRAME SQUAR-E^{GLAZING STOP ss 147 I Cao3 ALT. TYPICAL W -- SEE ELEV.R SPACING Vj Ls .805 OS'2 .050 � �S .837 Li� �`i .837 tel GLAZING STOP(OPTIONAL) SQUARE GLAZING STOP 45 733 O -j 1/4'MAX.. ALT. }4 .547 .5f 7 SHIMS- n7 •Vj m go .0 J.W o' Z aim .858ol • n FRAME COVER (OPTIONAL) <'n Z v;N r-T.32$ .224 a� �d � . O � s 54,3 TYPICAL ANCHORS .250 .115 1- SEE ELEV.FOR SPAMC 0. GLAZING WEDGE (OPTIONAL) SCALE I:1 alla 2.190 A3 N.2 .770 (� 500 y • • • • • • • .90 . 1c,Sea • • •• • • • • O FLUSH RE ADAPTER � 7 • ••i •#�T� i•i ••• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER EMp:JAW AH -.: FLA. 70592 g . td •. *Rod,* .,f D••. :. . . ��A,� t 3.ca 0.,42 •. .. q•• ," TTtdtdl�t • • •00 • • � � tZE3� dranving no. ALUM CORNER LOCK �� ANCHORS WE��„�,, ' AEPIf9 l W03-57 O (8053-T5) SEE ELLV.FOR SPACING sheat 6 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X 3/18' {� ALUM ANGLE 3/8'X 1/4' ^� 4 1-t/16'LONG BENT ALUM BARS W/(2)SCREIV$ N'/(4)SCREWS Q / AT EACH LEG AT EACH BAR LM\ F: $� I � RECT. OR SQUARE WINDOWS4. z �i Do O � nM � M d BERT ALUM BARS N " WS AL/UM)CORNER LOCK AT EACH BAR h N W (EACH 4A 0 000 \ • • • • • • ••• • TYPICAL CORNER DETAIIS �`" Engrs 4AVAD AHMAD ooi} CPA n 3 PROM=REVISOD Fm PE i 70592 6 •• • • 44 C•I�I�I�V11�100Itt01100 G.A.N • • • • B98d l70QA Z3� •81 • •• • • • • C �O drOwing n0. CIRCULAR OR ANcuuR Wuvaaas •• • •.• . „� {{ W0i Sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DAM INIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Lvn .miam1dade.aov/eeonomv 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 tivhere 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 AHI(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 0000 Code,including the High Velocity Hurricane Zone. .• . •�•••• . . ESCRIPTION:Extruded Aluminum Tube Mullion--L.M.I. .. .:90: •• APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mulltom o sheets 4 tlweugh 9 .•..:. of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq CorpdtMdt?,•signed and sealed • by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision afalAgavith the Mipe of• • Acceptance number and expiration date by the Miami—Dade County Product Control$ecfion. "" "••• 06.09. 00:00' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant *0' ••.•.; 0 LABELING: Each unit shall bear a permanent label with the manufacturer's t$ftn t logo, city, state, • model/series, and following statement: "Miami-Dade County Product Control Approved",unlet$pvise •••• noted herein. • •• :..6 9: RENEWAL of this NOA shall be considered after a renewal application has been filed and th8W l!a!Cbeen no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0308.37 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 Manuel Perez,P.E. � ) NOA No.14-0731.06 } � Expiration Date: September 16,2019 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. 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 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 wi4ow§mulle4l oMother, •••••• prepared by Fenestration Testing Laboratory, Inc.,Test ReporteW. l jTL-3X 0,•dated •• 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06(99413, all Pigw and sealed by Joseph Chan,P.E. •••••• •••• 0000 :0000: (Submitted corder NOA No. 04-0712.01) 0 0000 •••• 0000. 0000.. • 0000. C. CALCULATIONS •00 00 •••••• 1. Anchor verification calculations and structural analysis, complying-with FBQ-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5 •EdittajL J2914),•••.:. prepared by Al-Farooq Corporation,signed and sealed by Java&AhrAad,P.A. �...• (Subinitted partially corder NOA1#09-0825.03) 666:4" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. Manu"4ez P E Product Coptrol xaminer NOA N -0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5th 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 FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Subinitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0348.37, 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. 0000 . . 0000 0000.. 0000.. 0000 0000 :0000: 0000 0000 0000. 000000 0 0 0000. 00 00 00 so • 00000. 0 0 0 • .00000 000.. 0 . .. 0000 000000 00 0• f Com. Manuel Perez, Product Control Examifier NOA No. 141.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E--2 x li-------- - ---�� ___, 0 Z Ii 11.1-111, 1111 � L, S.OW I1TYPICAL J1 —GLAZING PRODUCT • �--_..ir? cis___'' �r4'r all. � R 4.000 VND LOGO d LLT5.0006' 3.000 4.000V)._--- p .-MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I 2.000 ALLOY- 8063-T8 1 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED _j » I IMPACT ANO NON-IMPACT RESISTANT PRODUCTS. :3 go RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS j�IN an BUSING MULL ION PROPERTIES OILY HORIZONTAL OR VERTICAL !3 a tD NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 7I$r M :ZIZ3�'O THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(MM. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE `�W APPLICABLE BUILDING CODE REQUIREMENTS I.F: WIND LOAD, WATER INFILTRATION, FORCEDENTRYRESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). I ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. Ec�T MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC.COOS. INSTRUCTIONS: •• 00* • • • • • •• o o: a'• ¢ USE CHARTS AND GRAPHS AS FOLLOWS. • • • • • • • • ; '� STEP 1 DETERMINE DESIGN LOAD RFWIR:D PER ASCE 7 •• 000 •• • • • • ••• • FOR PARTICULAR OPENING. •• ••• ••• ••• • • ••• $TEP 2 USE MIAMI-OADE COUNTY APPROVED GLA7NG PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. PPODUCTRBVLWD •STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT Eat J CIVIL' as com yfft%Wih Ow Fimma APPROVAL. FLA PE Y 70592 BuBdinB Cada i 3 is I: USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • ••• • • ••• • CAN'3538 Aaelnnnce •SiEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • • • • • • • '�qp yy y�inn*�t �iaail�la�90I A IN STEP I ABOVE. • • • • • • • • • Jl)1- A CU Wim, ,. u •• • • • • • • • • • BY �1' USING ANCHOR TYPES ON SHE S THRU 9 AND ANCHOR CHARTS • •• • • • • • • • A Uede Pr CilAlfe dr0alin no.) STEP 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING •• • ••• • • • L M04-04 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ;sliest � of 9; • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .125 .323 1.000 I .2.000-- 2.000 .250 I 1 f I I �I 1000 r 2.000 -*•{ 1.000 .125 .338 12S z ,g1 I I� 125 .125 F �( 4.000 .125 a ice, a qqq �I 4.000 3.000 3.000 .125 a r I 6.000 6.000 .338 .323 5.000L L U F- - aN .126 .125 ,250 8 1s�59 IX - 1.466 6a\4 Ix 2.975 IN\4 S ..639bO W\4 S m 1.01 W\4 Sr .977 W\3 SX A 1.467 W\3 Gq SR � .634 IN\3 SX 1.018 IN\3 1 X 3 1 X 4 1 X 3 1 X 4 I STD. MULLION STD. MULLION CUSTOM MU 1Wo CUSTOM MULLION �� o I 6063-TS 6063-T6 6083-T6 6063 T6 I �2,DOD� IX a 5.204 IN\4 Ix =&276 IN\4 IX 15.203 I14\4 a •t26 Sx 2.082 IN\3 SX = 2.756 IN\3 SX -5.068 M\3 I In 2.000-y 125 2 X 5 2 X 6 ,,2: I 2X6 O UILI STD. MULLION HEAVY MULLION -J: N. 8083-78 6063-76 6063-T6 ! ,U}a .1251.690{h•°+ LJ' .720 4.000 1 m 4i 3.000 .125 I I- , a IO�+ _.._ .156 TYP. �p M L ZIZ .12s 2.750 3.250 ! Z 1X 1.467 W\4 IX 2.976 W\4 1 SX - .978 W\3 SX m 1.488 W\32.000 2 X 3 2 X 4 I 3.7so STD. MULLION STD. MULLION k4.500 6083-T6 6063-T8 NOTCH i�l� OPTIONALNOTCH i I$ _ /2. OPTIONAL &IT/2- 1/2. t RP.2.000 Ed>MIN.EDGE DIST. Ed• Ed-MIN.EOM DIST.O9 1 4�A A F pS 1/2'FOR 1/4"olA ANCHORS 1:11, g.g.g a,,,• • • 5/� (yt b18 DVS R5/8'FOR 5/18'CIA.ANCHORS i3�°g•�;g• • • • • • •Mil 10 IP "184 k.•• • • • ••• U N L �iu,o Wi.-° 2. 0* • • • • • • 6083.78 _'_'_ i' E4gr.JMAO AHMAD PRODMIr RKVISAO CIVIL es complying with BreFbdd6 . • Ed' • • ••• • FICAMEL o59z B°Rdmg Code AMptum No ftLbution Date Ed=MIN.EDGE DIST. JUL • •• • • • • • • • By d � 1/2'FOR 1/4"DIA.ANCHORS •• • •• • • • !i!An, Cann -; rcwi nn 5/8'FOR 6/16'DIA.ANCHORS 9 ANGLE CLIP r 1 M04-04 6663 rs sheet Q of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY•-PSF(TUBE MULLIONS) - DESIGN LOAD CAPACITY - PST(TUSH M..... 8) -•DESIGN LOAD.CAPACITY -PSP.-(TUBE MULLIONS) 1X3. 1X4 WINDOW DIMS. CUSTOM CUSTOM WINDOW DIMS. CUSTOM CUSTOM - CUSTOM CUSTOM -- WINDOW DIMS. 1X3 1X4 2X3 EX4 EXB.,EXB EXB LX3 I.X 4. 2X3 2X4 2X8 2•X8 2X6 - IX3 1X4. 2X8 2-X4 2X8 2X6. 2 X 6 WIDTH(fY)MULL,SPAN'STD. STD. 8'fD. STD.. STD.• STD. 'HEAVY -WIDTH(Y)1eUU..SPAN-gTp, STD. b .STD, STD. STD. HEAVY vAolm(w)MULL SPAN . .STD. STD. - STD. STD. .STD. HEAVY iZ ;/I 1504 150.0 1504- 150.0 15D4 150.0 150.0 19-1/8' 74.8_ 140.9 1151 150.0 1_50.0 150.0 150.0 19-1/8' -37.9 2_7_.3 ' 553 96.7 146.1 150.0 Q�t5 z 28-1/2' 150.0 150.0 1504 150:0 150.0 150.0 150.0 24-1/2" 53.8 101.7' 83.1 148.6 150.0 150.0 150.0 26-1/2" - 27.3 - ,39.9 89.8- 103.5 _750.0_ I�I 30" 1504 150. .150.0 150.0 150.0 1504 150.0 30' 47.5 '89.8 73.4' 131.3 150.0 150.0 150.0 30' - 24.1 - 39.J 61.7 83.2 150.0 •3� 37' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 38.5 724 59.5' 108.4' 148.9 150.0 150.0 3J" - -_ - 28,8 50.0_ _73.5 138.8 _.. . _ _ _...4_....._.__ 42• 149.8 150.0 150.0 150.0 150.0 150.0. '.150.0 42' 33.9 64.2 52.4 93.8 131.2 150.0 150.0 42" - - - - 25.2 44.1 665 122.3 _. .... __. .. ..._. a' 48' 38-3/8" 13(1.9 150.0 150.0 iS0.0 1504 150.0 150.0 '48' 74-1/4" 29.7 58.1. 45.9 82,1 114.8 150.0 159.0 48" 120• - - 22.0_ 38.5 58.2 107.0 54' 118.3• 150.0 150.0 iSO. 1504 150.0 150. 54" 26.4 49.9 40.8 72.9 102.1 135.2 150.0 343_ 51.8 98.1 66" 104.7 150.0 150.0 ,_.1504 130.0 1504 150.0_ 60" 23.8 44.9 36. 150.0 - 7 65:8 91.8 121.7 80 _ - - - - 30.8 46.8_ 85.8 Be" 95.2 1504 146.8 150.0_ 150.0. 150.0 150.0 88' 21.8 40.8 33.4 59.7 83.5 1ICA 1540 28.0 42.3_ 77.8 72" 87.3 140.1 134.6 150.0 150.0 150.0 150. 72' - 37.4 30.6 54.7 76.5 101.4 150.0 . 72' - - - - 25.7 38.8 71.3 i0 19-1/8- .L50.9 150.0 150.0 150.0 150.0 150.0 150.0 19-I/8' 51.5 110.1 _ 79.5 150. 150.0 150.0 150.0 19-1/8' - 28.5 20,5 41.6 72.7 115.8 150.0 a �� 26-1/2' t38.2 150.0 150.0 150.0 150.0 150.0 150.0 28-1/2" 79.4 37.4 t18.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 $2.5 83.4 150.0 ._.. _ 30' 120.3 150.0 150.0 150.0 150.0 150.0 f50.0 30• '32.8 70.2 50.7 102.8 143.5 150.0 150.0 30' - - - 285 48.3 73.7 135.4 3Y- 97.6 150.0 150.0 150.0 150.0 150.0 150.0 37' 26.6 56.9 41.1 83.2 116.4 150.0 150.0 37' - - 21.5 37.6 59.7 109.8 42" 85.9 138.0 i32.6_150.0 150.0 150.0 150.0 42' 23.4 .50.1 38.2 73.3 102.5 135.8 150.0 42" - - - - 33.1 52.6 98.7 ---- 7 48" 50-file - 75.2 120.8 116.0 150.0 150.0 150.0 150.0 48' 84' 20.843.9 31.7 64.1 89.7 118.8 150.0 48" 132" - - 29.0 48.1 84.6 54' [66.S.__101.3 103.1. 150.0 150.0 150.0 150.0 54" - 39.0' 28.2 57.0 79.7_ 105.6 150.0_ 54" - - - - 25.7 40.9 75.2 60" 60.2 98.8 92.8 141.2 150.0 1504 150.0 . 80' - 35.1_ 25.3_ 51.3 71.8 85.1 150.0 80" '�I 1 - z3.2 38.8 67.7 Z r 88" 54.7. 87.8 84.4 128.4 150.0 150.0 150.0 68' - 31.9 23.0 46.8 65.2 88.4 150.0 68" _ -' _- - - - 21.1 33.5 81.8 I m 72", 50.1' 805 77.3 117.7 150.0 150.0 150.0 72" - 29.2 21.1---42.7 58.8 79.2 145.6 72" 30.7 56.4- .J It 19-1/8" 143.8 150.0 150.0 1804 150.0 150.0 150.0 19-i/8• 34.5 74.0_..•53.3 108.1 150.0 150.0 150.0 19-i/8" - 21.9 .- 3_2.0 56.0 89.0 _150.0 �I„Q 28-1/2' 10.1.8 150.0 150.0 ,1S6A 150:0.. _150.0, 150.0,- 28-1/2' 24.9 53.4. 38.4 78.0 124.4 150.0 150.0 28-1/2" - - -, '-23.1 40.4 64.3 118.0 �O7 30' _91.7 147.2 141.4 150.0 150.0 150.0 150.0 30' 22.0 47.2 34.0 66.9 109.9 145.6 150.0 30" - - - 20.4 _35.7 SBA 104.3 t,1 37' 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 37" - 38.2 27.5 55.9 89.1 118.0 150.0 37' - - - - 28.9 46.0 84.5 •F. "Q _._. 42' 85.5 105.1 101.0 1504 150.0 (SOA 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42" _255 404 74.5 M 48' _58' 57.3 92.0 8&4 1345 150.0 150.0 150.0 48" g6• - 29.5 21.2 43.1 68.7 91.0 150.0 48" 144' -- -• - - 22.3 35.5 65.2 i m Z _.. 54' 509 81 A 78.8 4195 180.0 150.0 150.0 54• - -26.2 - 38.3 B 1.0 80.8 148.8 54' - - - - - 315_ 579 Z .. _ _._._._ _... .__.. _. c$ 80' 45.8 73.6 70.7 107.6 150.0 150.0 150.0 60' - 23.8 - 34.4 54.8 724 133.7 60" - _ - - --_ 26.4 52.1 �!S 88• 41.7 88.9 84.3 974 138.8 150.0 150.0 86' - 21.4 - 31.3 49.9 66.2 121.6 88" - - - - - 254 41.4 I(/1 C4 72' 38.2 61.3 58.9 89.6 125.4 150.0 150.0 72" - - - 28.7 45.8 60.7 111.5 72" - - - - -- 23.6 43.4 IW 10 19-1/8' 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE INSCRIBED 28-1/2' 88.0 1412 135.7 150.0 150.0 i50.0 150.0 26-1/2" - 37.5 27.0- 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE HORIZONTAL.MULLION 30' 77.7 1244 119.9 150.0 150.0 150.0 150.0 30' - 33.1 239 48.4 84.6 1i5._ 150.0 37• 63.0 1012 97.2 147.9 150.0 150.0 150.0 37' - 26.9 - 39.2 -68.6 93.3 150.0 4Z' 53.5 89.7 85.8 13(1.3 154.0 150.0 150.0 42' - 23.7 - 34.6 80.4 82.2 150.0 �RDG1L ii�� PRODUCT �� I �R �it .... . _ ----- ---. . .._..__.......-_ L4, 63' 484 78.0,-- .749 114.0 150.0 150.0 150.0 48' 10$" - 20.7 - 30.2 52.9 71.8 132.1 MULLION 43.2 69.3 88.6 101.3 141. 150.0 150.0 54' - - 26.9 47.0 63.9 117.4 4ii i 38.6 82.4 b99 91.2 127.6 150.0 150. BO' - - - 24.2 '42.3 57.5 105.7 GLAZING GLAZING 335.3 58.7 Sdb82.9 118.0 150.0 150.0 66' - y - 22.0 38.5 52.3 98.1 T � T 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72" - - - 20.2 35.3 479 88.1 GLAZING GLAZING PRODUCE PRODUCT ALL LOADS ARE :X /INT.(-).••• •• • �p r wimr-'Ll 0 1 �E° •� • ••• • W7 4-�I ! MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �+ �� • • • VERTICALLY OR HORIZONTALLY. L /� \1 V s•"'•�. • • •• - „�� (INTERPOLATION BETWEEN WIDTHS ALLOWED) 1 t l TYPICAL MULLION ARRANGEMENTS E"9� ^G^" PRornIcrRHVLSHl7 �; ! L ` Q.Q/ CIWL a9mIDPIySlgwit5lkaPfoTlde �+ i I( T �®;',7 •�I • •• _... Wi +wz Fu`c.&NN. g�gG59z Dld is 4• !, �� I� • . 4k- . . . . �rla��1�w) a I H1 pilatian tato 3��oJq ANCHORS TYPE 'D' AND 'E' APPLICABLE TO • • • • • . • 2. _-.� 4", 5" AND 6" TUBE MULLIONS. • .. •- • • • • • • JUL;21!20M By mkjwDwePro"coairol - ' ANCHORS TYPE 'A', '8', 'C', 'F' AND 'G' APPLICABLE •• �� • • ng TO ALL TUBE MULLIONS. MUL� OPM y - M 4-04 j :sheat 3 of 8 J • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -DESIGN LOAD CAPACITY - PSFDESIGN LOAD CAPACrrY - PSP DMON LOAD CAPACITY - PSF • r WINDOW DIADS. ,. ANCHORS TYPE• - ANCHORS TYPE. ANCHORS TYPE WIDTH,(W)NULL,SPAN, A 8., C D E F G WIDTH(W)MILL SPAN. A B C. D E F G WIDTH(W)GULL SPAN A• R -c •D E F G "� •J M 19-1/8' 150.0 '150.0 150.0 150.0- 150.0 150.0 150.0 19-1/8" 101.0 150.0•. 139.5 150.0 - 150.0 120.6 150.0 19-1/8" •62.5 125.0 86J 150.0 150.0 74.6 149.2 'f" 26-1/2" 141.0 150.0 150.0 •150.0 150.0 150.0 150.0 26-1/2" 72.9 145.8 100.7 150.6 150.0 87.0 . 150.0 26-1/2• 45.1 90.2 62.3 124.5' 150.0' $3.8 107.7 0 - - _ lo, 30' 124.6 150.0 150.0 150.0 150.b 148.7 150.0 d0" 64.4 1289 89.0 150.0.-*. 150.0 76.9 150.0 30' 39.8 _78.7 55.0 11_0.0 137.6 47.6 95.1_ 3 3T 401.0 150.0 139.8 iSOA. 150.0 .120.8' 150.0 37" 52.2 104.4 72.1. 144.1 150.0 62.3 124.6 37" 32.3 64.6 44.6 892 111:6 3&6� •77.131 42" 89.0 150.0 122.9 150.0 150.0•' 106.2 150.0 42" .46.0 92.6 63.5. 127.0 150.0 54.9 109.8 - 4r 2$.5 55.9 39.3 70.6• 98.3 34.0 87.9 8 ' 48" 38-3/8' 77.9 .150.0 107.8 150.0 150.0 92.9 180.0 48' 74-1/4' 40.2 805. 55.6 111.1 1'39.0 48.0 96.1 48' 120" 24.9 499 34.4 � 889 88.0 29.7 59.4 54" 69.2 138.4 95.8 150.0 150.0 82.6 150.0 - 54" +'2 49.4 98.8 1235 42.7 85.4 54" 22.1 44.3 30.6 61.1 78.4 26.4 52.8 80" 62.3 124.6 86.1 150.0. 150.0 74.3 148.7 80' 44.5 SS.9 711.2 38.4 789 60' - 389 - 55.0- 88.8 23.8 47.6 _-- 68" 56.8 113.3 782 - 150.0 150.0 67.8 t35.2 66' 40.4 �.8 101.1 J4.8 88.8 66' - 36.2 25.0 50.0 82.5 21.6 43.2 Q' 72' 51.9 103.8 71.7 143.3 150.0 82.0 123.9 72" 37.1 74.1 92.7 - 32.0 64.0 72" _ 33.2 22.9 45.8 57.3 - 39.8 Q 19-1/8' 148.1 .150.0- 150.0 150.0 150.0 /50.0 150.0 .19-i/8" 123.3 150.0 150.0 105.6 150.0 19-1/8" 56.8 113.6 785 150.0 150.0 679 135.6 26-1/2' 108.9 150.0 147.7 Y50.0 -150.0 127.6 150.0 26-t/Z" 89.0 150.0 150.0 769 150.0 26-1/z' 41.0 82.0 56.6 113.2 141.6 4&9 97.994.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 7&8 150.0 150.0 87.8 _13_5.9 30" 36.2 72.4 50.0 100.0 125.1 43.2 86.5 37" 76.6 150.0. 1059 150.0 150.0 91.4_ 150.0 3Y _46.1 92.3- 639 127.4 150.0 55.1 110.2 37' 29.4 58.7 40.6 81.1 101.4 35.1_ 70.1 {y ice• 42" 87.5_ 134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3. 56.2 112.2140.4 48.5 97.0 42" 25.9 51.7 35.7 71.4 89.4 30.981.8 rl a 48" 50-5/8' 39.0 118.0. 815 150.0 150.0 70.4 140.9 48" 84" 35.6 71.1 49.1 98.2 122.9 42.5 84.9 48" 132" 22.6 45.3 31.3 625 78.2 27.0 •_ _ .. .._.-... f 1. 54" 52.5 104.9 725 144.9 150.0 62.6 . 125.2 54" 31.6 63.2 43.7 87.3 109.2 37.7 755 54" 20.1 40.2 27.8 559 89.5 24.0 48.0 80' 47.2 94.4 65.2 130.4 150.0 56.4 112.7 60" 28.5 569 39.3 7&6 98.3 34.0 819 60' 382_ 25.0 504 82.5 21.8 43.2_ 88' 42.9 85.9 59.3 118.5 148.3 51.2 102.5 86" .?&g 51.735.7 71.4 89.4-_ _30.9 619 88• 32:9 22.7 45.5 58.8 - 59.3 Z 7Y 39.3 78.7 54.4 108.6 135.9 47.0 93.9 72" '' 23.7 47.4 32.8 85.5 81.9 28.3 56.8 72' - - 30.2 20.8 41.7 52.1 - J6.0 19-1/8- 0.0 t50.0 1500 150.0 150.0 150.0 150.0 19-1/8" 78.1 150.0• 107.9 150.0 150.0 93.2 150.0 19-1/8" 52.1 104.2 71.9 1435 150.0 62.2 124.3 'j 26--1/2" 93.3 1$OA _12&9 .150.0 .150.a IIIA. _750.0 28-1/2' 58.4 112.8 77.9 150.0 150.0 67.3 134.6 26-I/2" 37.6 752• 51.9 - 103.8 1299 44.9 89.7 82A 150.0 113.9 150.0 98.4 t50.0 30' 49.8 99.6 88.8' 137.5 150.0 59.4 11&930' 33.2 66.4 45.8 91.7 114.7 39.6 78.3 Jj I 37" 8&8 1337 Ed 92.3 150.0 /SOA 79.8 150.0 37, 40.4 80.8 559 111.5 139.5 48.2 9&4 37" 26.9 539 37.2 74.3 _93.0 32.1 84.3_ .D3 42" 58.2 1179 81.3 150.0 150.0 70.3 140.5 42" 35.8 71.{ 49.1 98.2 122.9 42.5 84.9 42" 23.7 47.4 32A 65_5_ 81.9 28.3 58.8 48" 58" 515 103.0 71.2 142.2 150.0 61.5 123.0 48" 9g' 31.1 62.3 43.0_-_85.9 1075 37.2 74.3 48" 144` 20.8 41.5 28.7 57.3 71.7 249 499 ^M 54' 459 91.6 63.3 126.4 150.0 54.7 108.3 54' 27.7 55.3 3&2 76.4 95.6 33.0 6&0 54' - 36.9' 255 50:9 63.7 22.0 44._0 - I Z'8 a BO" 41.2 82.4 56.9 1139 142.3- 49.2' 9&4 60" 24.9. 49.8 - 34.4 08.8 86.0 29.7 59.4 33.2• 22.9 435 57.3 - 39.8 _____....._....- ...- _..._ .... _ 88" 375 74.9 519 103.4_ _129.4 44.7 89.4 88" 22.6 45.3 31.3__ _62.5 78.2 *27.0 54.0 66" _- 302 20R .41.7 52.1_ - 36.0 =7� N 72" 34.3 68.7 47.4 94.8 118.8 41.0 82.0 7Y 209 41.5 T&7 57.3 71.7 24.8 485 72' - 2/.7 _ - 362 479 J3.0 �. _ 19.7/8' 119.0 150.0 159.0 _150.0 150.0F41:2 150.0 19-1/8' 89.4 1389 959 150.0 150.0 82.9 150.0_ gNggpR typE9 I W Ul /4 6.C.0.E. i-}DRI20NRAL MULLION 28-1/2" 85.9 150.0 118.7 150.0 150.0 150.0 26-i/2' 50.1 100.2 69.2 138.4 150.6 59.8 119.6 I �i ----- ...___. AT HEAD JAMBS i .ARCHES TO 11E INSCRIBED 30" 75.9 150.0 104.8 150.0 150.0150.0 30' 44.3 86.5 81.2 127.2 150.0 52.8 105.2 ANCHOR TYPES 1 INSifff RECTANGULAR SHAPE 37' 815 723.1 85.0 150.0 {50.0148.9 37" 35.9 71.8 49.8 98.1 124.0 42.8 85.7 AT JAMBS ONLY _ W 42" 54.2 108.4 74.9 149.7 150.0 129.4 42" 31.6 63.2 43.7 87.3 109.2 37.7 755 F 48" 53" 47.4 94.9 63.5 131.0 150.0113.2 48" 108" 27.7 55.3 J&2 76.4 95.6 33.0 65.0 PRODUCT.. _.. ,-_VERTICAL 54" 42.2 84.3 58.2 118.4 145.8100:8 S4" 24.6 49.2 34.0 82.9 849 29.4 58.7 •; - MULLION 80" 37.9 75.9 52.4 1049_ 13l.0 90.6 80" 22.1 44.3 30.6 `81.1 ANCHOR 7&4 26.4 52.8 Z A ' 88" 34.5 69.0 47.7 95.2 ti9.182.3 66" 20.1 40.2 279 SS.B 695 24.0 48.0 CIAZWG GLAZING `OETAII i172' 31.8 83.2 43.7 87.3 109.2 75.5 72" - 36.9 25.5 50.9 63.7 22.0 44.0 PRODUCT PRODUCT GLAZING GIVING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). m gd g egd NATE: • • • • • • • � • • .9 ^�I>§•�S 00 • • •• • • • • • II WI if W2 MULLION SPAN 01 v o wta,c+ ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER b -II- • •• • • • • ••• • LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • A.S.C 0,E, FOR ANCHORS DESCRIPTION SEE SHEETS 5 T1iRU 9. •• ••• •• • • • •• AT HEAO/SU/JAMBS TYPICAL MULLION ARRANGEMENTS 64-t JAVAO AHMA6 PROOt1CT nvAsBp 1 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _ CNIL asemptying widt*eFlorweI / RA PE#70592 Building Code 7 • ••• • • WIO •W� W I +W2 I CAN.3538 pccapi®ay Na �jyp I, ANCHORS TYPE AND 'E' APPLICABLE TO • • • • • • • • - - z 'D' r>x rettonData7 9 I a II u • • • • • • • • • JUL 21,9014 $ 4°� 5 AND 6" TUBE MULLIONS. I_--�.---..•.._ a-_� • • • • • • � ...._.._- ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE • • • • • • • • D46o �0°1t� ;drawing no.'I TO ALL TUBE MULLIONS. A H'CS R S• • : Moo-oa `sheat 4 of 9 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"d0.'ULTRACONS 1/4-DUX•ULTRACONS 1/4-D10.ULTRACONS 1/4-DIA ULTRACONS It Ed. I 2 PER CUP(1 ON EACH WINO} 1 PER ANGLE Ed. 2 1/4"MIN. 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE ' s �1 , TYP. ° ayPu i 0 is � I -F fes.-..:� �1---��;...-- _.--; � ;�_�'a- --� i '•' �,J�� I _-� ...�- --�,�/-"- � ��,,FF I� �t r Iti II 11 IIyy� Imo, ILJj FLOATING CLW L j [_FLOATING CUP I r-.I SNUG FIT WSIOE MULL 11 1 I 2 X 2 X.1 8- 1 BY' f_J-i 1 SNUB FIT RiSiOE MULL {i 1 2X 2 X f 8- < I W000�1CK II II I 1 I I ALUM ANGL� I , WOOD BUCK II II I I I I ALUM ANGL� q111.. li iJ g14 SMS iI I '. ------------- L :� _914 SMS u 1-3 4'O.C. 'N. I I 1 1-3 4 O.C.MIN. 1 I I I I I / I 1 s 1 I 1 I / 1 1 1 I I I 2 PER ANGLE I t 1 I 1 I 2 P£R ANGLE i a , 1/4"WX DIA. ULTRACONS 1/4- ULTRACONS 2 PER CUP(1 ON EACH KING) 1 PER ANGLE 1/4"DIA.ULTRACONS 1/4-DIA.ULTRACONS z Ed. 1- IN. n Ed. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE O 'O M 1� r o¢Fo1 "� Z� I� �1 i� �i 2 $z any WOOD BUCK 1 L J 1 FLOATING CUP I l 11 I L-J j FLOATI4G CLW 11 11 J "X% OR SNUG FIT RME MULI I I II 2 X 2 X 1/8" 2 BY Ir"'I SNUG FIT IN MULL I 1 11 I 2X2X 1/8" Q V1 cV ' WOOD 11 I I 1 I I I ALUM ANGLE , W000 BUCK I I 11 U L� ALUM ANGLE ��LtJ In FI "-'-'-- I In STRUCTURE 914 SMS U LI _ ----- 6 014 sMs I 1 1 I I I 1-3/4"O.C.ABN. i I I ____-_- 1 I I 1-3/4"O.C.MDT. I I I 1 2 PER ANGLE I 1 I I I I I 2 PER ANGLE 1. ANCHORS TYPE 'B' � le - Ed. 00 1 Jk"dA.ULTRRCd15 'ERGO'• • • Zm "� 'S"�•s UL MAYA HEX FUR HERD • • y-Flu ca u w;u S • 7i SUBSTRATE E{. ss MIPs EOYE♦ilsT. N.EMiEDWENT • - r 1! l CONCRETE 2-1/2- 1-1/2" E, JAVM AHMAO moDUCTREVLSW I I - CML as cwlrylping with the Florida •Rid. �i 1__.-.--��.. _.....tFIA.PE 76592 Bniidiag CaleS{ r - WOOD 7 2BY-W000 BUCKS OR W000 STRUCTURE S.G. 0.55 MIN. ALTERNATE CONCRETO=.f'•i 18000 PSI 0110N. • ••• • Com. 6C1 �I ANCHOR LOCATION • • • • • • • • • • JUL 212014 tSxpitWial DMe �� ' ALL CLIPS AND.ALES'A FIT RNUG ATO P-4k RULLANS! • « :, ly C0111Po xi �draw in n0 11 CUPS OR AN�.F,4 CONN 110 OIRE,•1,�j0 RR1'TO 6I pI�TE%01 i' 8 i Y81H ALKALI-RESISFANT 11NGS,SQCR�dS INDUS PAIAR OR ,.� / M04-04� ANCHORS TYPE 'A' WATER-WHITE METHACRYLATE LACQUER. - sheet 5 of 9 - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/0 DIA:ULTRACONS 1/4-.DIA.ULTRACONS 1/4-DIA.VLTRACONS '1/4.OU.ULT RACON$ .Ed. _ 2.PEI2 CLIP I ON EACH WING) 1 PER ANGLE I .Ed. 4'PER CLIP(2 ON EACH WING) A 1 2•PER ANGLE L i a. t k �I f' 1 .3'hPN I�j•• IYP" { �II ° I !�I, • �+I. l`< I, I. \ °} r y I j° j I -�—•n u. i � i_ _..... _..._+ I j° I � II II 4 �� S I 1 11 I I �S I L.J FLOATING CUP SNUG FIT RtSiDf.MULL• I I I I 2x2 X 1 8" 1 y '(ts I I I I 2 x 2 x 1/8- i1 U N 1 S - II II ALUM ANGLE Q� 1 I D#14.C.SMS 1 • � ` I 1 4 8 � I 1 1 1 1-3/4.O.C.MIN. I i I 1 I 1 FLOATING CUP 1 I qy I 1 2 PER ANGLE I I I 1 I I SNUG FR INSIDE MULL I I I i I i I i I i i 914 SMS i I 4 y 1 I 1 I 1 1 1 I 4 PER ANGLE 1 I V. , 1 I 1 I 1 1 1 I I 1 1 I :I Ed. I i cf) 1 ZI H� j --� I 1 • j��jRi "IQ� I I 1 1 W(J ------- + I I I I 1 1 gym{ I tO nl IL M n I. L... _-I 4 n j --3=---- I Z�� ° b.��, e 3"MIN. s1...._.._.. ... .. W�� LOCATION OF SCREWS CONNECTING Ed. ANGLES TO TUBES 1/4-DIA.ULTRACONS - 2 PER CLIP(1 ON EACH WING) i- ANCHORS TYPE 'D' ° '' E ale APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS S; Ij �o i i • • • • • • • • • sl 'o 1 1 1/40 UL CO • • •• a r � Y • MIN.EDGE DIST. MIN. EMBEDMENT I I CONCRETE 2-1/2• 1-I/2• Er JAVAD AHMAD PRODUCT RLVISliD I CML as complying tvilh On Florld4 AL FLA.P4 Y 7oSa2 Building Code CONC IVE--d*#-@ 3000 P%MIN. • ••• • CAt•{ Accepla,xe No N I • • • • • • • • • • ,•�„ e �rO �� ALTERNATE ALL CUPS AND ANGLES� UB 4FIT SNU4INTO TIME MULLION" • • • ANCHOR LOCATION CLIPS OR ANN&CONNIOTED-DREQLOb MAIDNRY TO BENROTECTM4 M r SAF 1 i drawing no.1 WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR v M04-04 I CHORS TYPE 'C PE 'C' WATER-WHITE-METHACRYLATE UICOUER. (sheet A of 9 i • :.00: • • • • • • • • 000 0 • 0 ••• • • 5/16'DIA.ULTRACONS 5/16"DIA.ULTRACONS. Ed. 4 PER CUP(2 ON EACH WING) 2 PER ANGL/EE .0 IN ". IIIaa • • I� o II ip !Z Li N t l i� P 1ALUM ANGLE , , 1 ub" QQ ..,... ________ 1 FLOATING CLIP I nD I I 1 I I SNUG FIT INSIDE MULL 1 t W rg I I 1 I 14 SAS 1 1 W t I 1 1 4 P ANGLE 1 I I 1 I 1 1 I I A! • ,I n 1 IN� 1 < { G I&( e r _j -th n �I \ j LJ m M Ld 0 h M a 0 1 U1 C4 tn I i LOCATION OF SCREWS CONNECTING ANGLES TO TUBES I ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS •• ••• • • • • • •• 5/16"DIA.ULTRACONS BY'£ICO' • •• • • • • ••• • �,° ULTRACONS MAY RE'HEX ORFLAT NEAP • • •00 Go* • • • • • • .� SUBSTRATE Ed. _ W.EDGE DIST.I MIN.EMBEDMENT ••• •••• ••• ••• •••• ••• f A. PDRnOBdDiaUgoCCaTo RNdaBO YISBD E r.JAVAO AHNAp CL B WUdka T kd1-3/4`2-1/2° w °mlirtCONCRETTFLA. #70592 T7of4Aicelo,CONCRETE T'c 3000 PSI MIN. i I�•.^� ,II 3 i gg •• • • • • • • • • • fly _, ALL CLIP�ANO ANGLES TO FIT SNUG INTO TUBE MULLIONS. • •• • • • • • • • JfAiflal3 r ProdacL y - � CUPS OR=CONNECTED DIRECTLY TO CONCRETE TO BE PROTECT I• • ••• • • • 1 M04-04 WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR WATER-WHITE M£fHACRYLW LACOUFR. �h-d 7 Of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • 0 1/4'Dik ULTRACONS 1/4'OIA.ULTRACONS -1/4"Dld.ULTRACONS 1/4'DIA.ULTRACONS Ed. 2 PER CUP(1 ON EACH WINO) 1 PER ANGLE Ed. 2 1/4'MIN. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE II I1. I II II I I II 1I ILJI FLOATING CUP 11 •I I it.-1, I FIOATINC CUP n 11 II L 11 I 7Aa[ h SNUG FIT INSIDE MULL 11 1I'{{I 2 X 2 X 1/D' V a iJ L SMS U U ALUM X 1 Ir"''I SNUG Fit INSIDE MULL II i� 2 X 2 X 1(9" }� N II II _ II II ALUM ANGL M ________- U U i I i I 1-3/4'O.C.MIN. i i I ~---_------- i J 1-3/4'I.C.MIN I I 140 2 AER ANGLE I-_1. I I i i I , I 2 PER ANGLE I 1 4— 1 _ � L � I . —.I..1� CCCLLL��111 1 - iBil FZ Zi a O >o f go W to !F <Z n Z Z4 t_.. 3 4 I J (ri N.g wNm ALTERNATEA J ANCHOR LOCATION I ' I iI ANCHORS TYPE 'F' I ANCHORS TYPE 'G' ° AT JAMBS ONLY s1 @ AT JAMBS ONLY 104-DIA ULTRACCAN M'&CO• • • S ULTRA9bNS MAIM HIM 00 FIO HAD••• • o� I ' SUDSTRATfEd. • i tYt�EDf�•IST. trN.EAgEDyEN • elf-lf—}f MASONRY 2-1/2' 1-1/4" JAMW MASONRY=C-90 HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. Eng, CIVILadTao PRODl7C"f RL'V44BV PIAji�7 us mmplying lvhh ow plaft - • ••• • • ••• • C.A.N.35380592 Do"m Coda ALL CUPS AN•ANGLES oD FR SNUW iNTO TmE•ULUONS.• • Ezpitalion j 'T I ,g ' CLIPS OR ANGUlSQ=�TED 8AiECTA TO WsORRYQo At PROTEVIJ JUL 112014 /�. �ul8i —1 WRH ALKAU-RESI�IAM fINCS, *W&IOUS TSR• y -'- WATER-WHITE&IHACRY&E IACOU �* • • I hi giplpl pm&d oa*d t I draping no. — — r M04-04 �s�at s or sj • • • • • • • • • • ••• • • • ••• • • } i #p14 SMS o .SEE'CHART FOR 00ANTITIES- 'TUBE MULLION �ANCHORI NO.OFII AA..._._�1 X10 2��E T1PE 1/8"THICK ALUM CHANNEL LMTH TO FR SNUG I I j IYPE C 4 w INTO MULLION j TUBE MULLION Q Q TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION -- w a 8 OF CLIP ANGLE CAUX55 T: LK JOIM AFTER ASSEMBLY 1-1/14 FH SMS 2"O.C.MIN. r—.( .._ ..... ACCESS HOLE FOR DEE CTITI+AES n i n . 1 0 _ F1 J v ----- 7s ._.__ go ..... ...1 1 I W INSTALLED IN EITHER I I ®10 FH THIS SCREW CAN BE T SMS ` I 1 Q^M< DIRECTION �'• I I 2 PER CLIP I I 1 1"O.C.MIN. I Z — ! 1-3/4"X 2'% 1/B"(FOR 28Y T118 W 3/4'%Y% 1/B"FOR(18Y TUBL� M ANGLE CUT TO FIT SNUG INSIDE TUBE �1 ANCHORS DETAIL#1 I METAL TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE lEd. MIN.EOG£DIST.MIN.CL TO CL SPACING I ' METAL T/2 '${ u METAL8 K. • c;p t &NI JAVAD AI= PRODUCT REVISBO I;•� v E FL $538A PE 70982 Btdlddhhtgll<'.�wto Oto FbTide I S'I :I • ••• • • ••• • CAN. Acteptow No 3 •• • • • • • • • • • JUL 212014 nY l, il _ •• • ••• • • • 't. kit Dade PTo"Vo0p0T 'drOYBng no. IV �' .M04-041 • • • • • • • • • • ••• 0 0 • ••• 0 •