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WS-13-1941Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205773 Permit Number: WS -8 -13 -1941 Scheduled Inspection Date: March 25, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KILPATRICK, JOHN Job Address: 621 NE 92 Street 3 -A Miami Shores, FL Project: <NONE> Work Classification: Window /Door Replacement Phone Number (305)910 -1581 Parcel Number 1132060430090 Contractor: PHI CONSTRUCTION Phone: 954 - 577- 2969HO Isul comments REPLACING 8 WINDOWS TO IMPACT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 197990. need to pass required window framing inspection. Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 24, 2014 For Inspections please call: (305)762.4949 Page 9 of 35 WW Miami Shores Village Building Department 10050 N.1 Avenue, Miami (Zhores. Fh.,rida3,3138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (30-9) 762.4949 BUILDING PERMIT APPLICATION AUG 2 6 2013 FBC 20 Permit No. Master Permit NoMs I Permit Type: BUILDING ROOFING J0B ADDRESS: __L2 t _M_1 2 a 3_A City: Miami Shore county: Miami I.We Zip: 3 -11 '1 fi- Folio/1"'WeW: I I - 3 Z0_L - 01-A -3 - 0100 Is the Building Historically Designated: Yes --NO Hm')d /Ame: ONINER: Name (Fee Simple Titlehokky):_ __� P1-K)ne#: 269 1 -1% 6 Acktress: (6v 7, r..t 1Z s # 3A City: state: I Zilx 31 -21 Tenant/Lessee Name: Phone#: Fmail: 144 A-C,Q__k !dR 6. CONTRACTOR: Cnmpany Name: D� l 'CA-C, Phone#: AWrcss- IZSSS 'i0il City: Pqx_X --stive: A ffi zip: 333 ,3a (,Xialifier Name: L—Ca f4g? Wv".ev'% I 11-tone#: Stale Certification or Registration #: C 6-C -qS&S(_ Certificate of Competency #: - Contact Phonc#:_'T5tk Ste-ococ-6 CO DESIGNER: Architect/Engineer.- -Phone#: Value of Work for this Permit: $ 7,106 Square/Lhiear Footage of Work: Tyl)c of Work: UAddi(ion ZDAfteration ❑New 9kcpair/Repiwe Description of Work: S nmvc-v, ur,nhv U-j Color diru tile: Submittal Fee permit tee $ Scanning Fee Notary $_ CCF $ CO/CC $ DDemolitiott Radon Fee $ DBPR $ Bond $_ TrainingfEducation Fee $ Technology Fee $ Double Fee $ —Structural Review $ i 0954 TOTAL FEE NOW DUE $ IA01 .9,kj W 40 Bonding Company's Name (if applicable) Bonding Compviy's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City Stale zip Application is hereby nuu.1c to obtain a permit to clo the work and installations as indicated. I certify that no work or installation ha commenced prier to the issuance of a permit and drat all work will be pertormed to meek the staixtards of all lawns regulattinl construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS WELLS. POOLS. FURNACES. BOILERS, HEATERS, TANKS and AIR CONDITIONERS. ETC..... ONVNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will he done in compliance with al alplicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Of COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOF IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT," Alotire to Applicant: As ca condition to the issuance of building permit with an esdattared ►ttlue axceeding $2.500, the applicant anti promise L in good f dth than a copy of'the notice of czaanntencement and cr nistruction lien law brochure trill be delivramd to the person whose pazapeatb is sub*,ct to tattcachntent. Also. a certified copy of the recorded notice of cotnanenretrrenr must be posted at the job sit, far the first inspection which cxcun .seven (7) dabs after the building peranit is issued. In the absence of such posted notice; th. inspection will not be np roved and ca reinspection fee Avill be charged. Signature Signature. A:e_� W) ne r or Agent Cotiractor The foregoing instrument was acknowledged before me this 14 The foregoing instrument was xkix)wledged before me this12 day of 19V 2-0 1 7 . by r •1 � day of WW ft , 20 t 3 . by &C�X!;z r^w r k o \A,K) is personally known to rm or who has produced tk -v-t-% win, is fxx:xmatlly kaiLrwn to me or who has pn>dttced I�•+�s�ta` As identification avid who did take an bath. NOTARY PUBLIC: Sign: Print: ' ' : S STEPHEN HART co r06,2015 My C "commission EXPIR S November 06, 2015 as identification and who dice take an oath. NOTARY PUBLIC: Sign: Ehl HART Print: My Cctnu s s OMMISSiON O EL'f43236 EXPIRES November 06, 2015 APPROVED BY Plans Examitx.r Zoning Structural Review tRevisW 3112t2012XRevi%cd 07t10/071(Revi.ed 06/1412tM(Wn i.ed z! 1 1091 Clerk May 16,2013 Mr. TDh6 Kilpatrick 621 N.E. 92"" Street, Apartment 3A Miami Shores, Florida 33138 Dear Mr. Kilpatrick, This letter serves as permission from the Shores Plaza West Condominium, Inc. for you to install new high impact windows from Protective Shutters, Inc. in your two bedroom one bath apartment located at the address set forth above. Several of the units at the condo have already done so. We ask- that the. windOwS you are to install meet the same architectural appearance as our regular windovvs and that proper permitting he obtained from Miami Shores Village Building and Zoning. ,r to exely. din I n Xdpatri,6 O`h ;re W shores Plaza e s condominium Association., Inc. Miami shores Village L '� Building Department -- 10050 N.E.2nd Avenue Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE NTH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG I}EPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ■■ ereerresererrrrrrrrerrrrreeeeeeerrrrrrrrrrrreerrrreeerrrrerrrrrerrrrrreerrrrrrerrrrrrrr■ COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: N" GcSV.5 \'N C \-per 1 �� BUSINESS ADDRESS: 12S5S 6Cc;r p tkogt3 CITY 06Q" --V1 STATE 'lam\ ZIP CODE BUSINESS PHONE: a 0 o d FAX NUMBER ( ci SA) 5-)-)- 2-1 CELL PHONE k( S'1 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C Ac- - 051(5L E-MAIL ADDRESS OF APPLICABLE) : Co.Or cvGA Can n . cc*— Created an 3t98/09 BY NDV/ RV 3,26 MLDV 07/261 2012:. X18 7.97 .6 CGL05965 .,r. n, The G 1gTt'P0 �s y 4 Expirati rl gate: AUG 31, 2014 ,� T MORRIS',. GLORGr> 46i P_ x_ I �GONc -gL 11m ANC I DATE(M CERTIFICATE F LIABILITY INSURANCE M1DOlYYYYJ _ 08/12113 7HIS CERTIFiCATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIG11T3 UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIYELY.OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOTS .NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AWID THIS CERTIFICATE HOLDER. IMPORTANT: H the certNlcat9 hotcW Ig an 4D!?►TIOMAL INSURED, the policy(les) must be endorsed. 9 SUBROGATION IS WANED, subject to - -- the terms and conditions of the pollcy. certain policies may require an endorsement. A statement on this certificate does not corder rights to the certUtcste holder in lieu of such endorsement(s). PRODUCER - -- MIA marts del rosarto - - -- - -- Del Rosario Insurance PHONE _ FAx {305)558 -3614 (305.)558-3377 _ (ac,, Not _ 1255 W. 46th St. Suite 23 deiroserioins ®beilsouth.nat Hialeah. FL 33012 INSURERS AFFORDING COVERAGE NAIC S Phone (305)558-3377 Fax .W5)558 -3814 INSURER A: sootisdateins — - -- INSURER 8 INSURED INSU : P H I Construction Inc INSURER C: 12401 Orange Dr #123 INSURER D: davie, FL 33330- (954) 232 -7716 INSURER E: INSURER F: COVERAt3ES CERTIFICATE NUMBER: 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. INSR!— _ . ...__._. ADD UB POLICYEFF I YEXP i _LIMITS _ TYPE OF INSURANCE POLICY NUMBER M YYI LT(2 GENERAL LIABILITY EACH OCCURRENCE $ 1,000 000.00 _ - - -- - - -- i RENTED U (COMMERCIAL GENERAL LIABILITY i PREMISES ce $ 100,0DD.00 A n �E1641598 O CLAIMS -MADE OCCUR 08/2712012 L7/2012 MED EXP (Any one person $ 5,000.00 1 08/27/2013 t Fj — ._ _.� f( PERSONAL & ADV INJURY $ 1,0,000000 —� — GENERAL AGGREGATE $ 2,000,000.00 I POLICY _� 'RC- i _ I +C I -" --' :EcT- -- -- - -.L- r - - -- - 6! i TOMOBILE LIABILITY � i $ COMBINED SINGLE LIMIT acc' em BODILY INJURY (Per person) .: I I_ At lY .AI; 0 I j t — - $ i i 1 ALL OWIIED — ; SCr,FDJL _D I I j AUTOS I -, AUTOS I NC. �.Ou F". HIREC P ITOS L..i At:TtzS i BODILY INJURY (Per accident] P A AGE r S ---- — J l UMBRELLA LIAB a I I EACH OCCURRENCE $ $ EXCESS LIA5 i I CLAIMS-MADE I �__ ..__....._ i WORKERS C'JRAPENS:4T10N ._ .- i AND EMPLOYERS' LIABILITY YIN I AGGREGATE $ WCSTATU- OTH- E.L. EACH ACCIDENT _ _ . _ . _ EL. DISEASE - EA EMPLOYE $ _ $ ANY ^HCPRIETORIPARTNEWEkECUTIVE i ryFF:GEMBER EXCLUDED' N r A FRtM i (Mandatory In NH) �� 1 C N es, desc ibe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY UMIr $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHSC! EF (A!tach ACORD 101, Additional Remarks Schedule, N more apace Is required) Shower Door/ Cabinents Installations 1 i I CERTIFICATE HOLDER Miami Shore Village. 10050 ne 2nd Ave Miami SMue, FI 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIOW,, .--o AUTHORIZED REPRESENTATIVE -- - _ — — - - -- (91888 -2010 AC D't30R' Ili f d. All tights reserved. 4COR0 26 (2010('5) CF The ACORD namfand logo are registered marks of ACORD iMPO"ANT: PWSuW to Chatter 440 . 05044, F.S., an officer of e corporation wh clean exemption from Mis ebaplar by filing a caatifteats of election and" this sectfoa may M hover headift or compensation under this chum. Puram to cbeptor 44&Og(12), F.S., certificates of etedles to be exempt.. apply early within the scope Of the b9314M of trade listed an me oaftce of eleMen to be exempt., Pqrsom to Ctapiter 448.O5lf9} f.S., Notices of election to he exempt ate coMficates of electiow to be exempt dhoti be subjeni to no 0, at any -rime after ibe'4ttfa+g of the notice a me Immem of the certificate, the person coma 00 we notice or cartiffcate no tww woe the *10takemom of tkb section for fssasece of ,o:certificate. TM .40porowt deli revoke a cert0fcate at any time tar failora of the person named on the cettwesta;to' meet the f"Direments of tMs secUoo. QUESTO1S? {$50} 413 -16 OWC -252 CERTIFICATE OF ELEffM TO BE EXEVPT REVISED 01 -11 PLEASE CUT OUT THE CARD O ELOW AND RETAIN FOR FUTURE REFERENCE bottom portion on job, wu . upper portion for your records. OWC -252 CERTIFICATE OF HECM TO BE EXEMPT REVISED 01 -11 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 DBA: Business Name: P H I CONSTRUCTION INC Receipt : Business Type: GENERAL CONTRACTOR CONTRACTOR) Owner Name: GEORGE L MORRIS / QUALIFIER Business Opened:03 /01/2002 Business Location: 12401 ORANGE DRIVE SUITE 123 StatelCOUnty /C @ri/R @g;CGC059656 SOUTHWEST RANCHES Business Phone: Exemption Code: Rooms Bets Employe.. Mac hineg ProfAssionals .. 1 . Number of Machines: Tax Amount Transfer Fee tVSR 27.00 3.00 vvnum8 ,ype: YarS Collection Cost Total Paid b0 0.00' 0.00 30.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: GEORGE L MORRIS / QUALIFIER Receipt #04C -11- 00002193 12401 ORANGE DRIVE SUITE 123 Paid 07/27/2012 30.00 DAVIE, FL 33330 2012 -2013 0 WINIXYWSCH—mm O 44S.F.0 le air. AUG Z 6 26 3 IS S.F. @ ?A". BEDROOM 4CD IXNING-KITCHEN V, U4, r: I k LIVING BOOM BEDWOM L BATII FLOOR PLAN N Tol 0 .r- O 12 W Lu, IL z 1.9 WINIXYWSCH—mm O 44S.F.0 le air. AUG Z 6 26 3 IS S.F. @ ?A". BEDROOM 4CD IXNING-KITCHEN V, U4, r: I k LIVING BOOM BEDWOM L BATII FLOOR PLAN N If Name JAMES KILPATRICK Address — 621 NE 92 ST. #3A Mean Roof Height 20ft Tv -tor - SGD T. Iv / Single Hung - SH, Horizontal Slider = HS, Fixed Glass = FG, Sliding Glass Dc w 0ra Type Opening Size Etftc. Area Zone 4' PresAForm +PreaMOA -PrwMOA NOA# HS ��PrestForm NOA No. 12-0223.46 NOA No. 1240308-37 2 SH — - - 3 NOA No. 12-0123.46 HS i--- NOA No. 12 4- HS 5 HS NOA No. 12-0223.46 NOA No. 12-0223.46 6 HS NOA No. 12;.0223-46 7 HS ---.'I—N 05A;iNo. 12-0223-46 8 HS 9 10 12 13 14 Tv -tor - SGD T. Iv / Single Hung - SH, Horizontal Slider = HS, Fixed Glass = FG, Sliding Glass Dc w 0ra WIND LOADS FOR COMPONENT AND CLADDING FROM FBC TABLE 1609.6.2.1(2) Effective Wind Area s Zone Ft. 20-R. 25 Ft. 30 Ft. 35 Ft. 40 Ft., 45 Ft. 50 Ft. 55 Ft. � 60 Ft. Sq. Feet _15 +42.7 +45.5 +47.7 +49.4 +51.2 +52.6 +54.0 +55.1 +561 +57.2 10 4 F -46.2 -49.3 -51.6 -53.5 -55.4 -56.9 -58.4 -59.6 -60.7 +40.8 +43.5 +45:5 +47.2 +48.9 +50.2 +51.6 +52.6 +53.6 +54.6 20 4 -44.4 - 47.3 -49.6 -51.4 -53.2 -54.7 -56.2 -57.3 -58.4 -53.2 +38.2 +40.8 +42.7 +44.2 +45.8 +47.1 +48.3 +49.3 +50.2 +51.2 50 4 -41.9 -44.6 -46.7 -48.4 -50.2 -51.6 -52.9 -54.0 =55.0 -50.2 +36.3 +38.7 +40.5 +42.0 +43.5 +44.7 +45.9 +46.8 +47.7 +48.6 100 4 -39.9 - 42.6 -44.6 -46.2 -47.9 -49.2 -50.5 -51.5 -52.5 -47.9 +42.7 +47.7 +49.4 +51.2 +52.6 +54.0 +55.1 +56.1 +57.2 •- 5 -57.1 6 - 63.7 -66.1 -68.4 -70.3 -72.2 -73.6 -75.0 -76.5 +40.8 -53.2 +45.5 -59.4 +47.2 -61.6 +48.9 -63.8 +50.2 -65.6 +51.6 -67.3 +52.6 ' -68.6 +53.6 -70.0 +54.6 -71.3 +38.2 +40.8 +42.7 +44.2 +45.8 +47.1 +48.3 +49.3 +50.2 +51,2 50 5 -48.2 -51.3 -53.7 -55.7 -57.7 -593 -60.9 -62.1 -63.3 -64.5 1 +36.3 +38.7 +40.5 +42.0 +43.5 +44.7 +45.9 +46.8 +47.7 +48.6 100 5 1 -44.4 -47.3 -49.6 51.4 -53.2 1 -54.7 -5612 -57.3 -58.4 -59.5 Zone 5 =10% of the least horizontal dimension or 40% of the mean roof height, which ever is smaller, but not less than 4% of the least horizontal dimension or 3 feet. For effective wind areas between those given, use the load associated with the lower effective area. MIAMI —DADE COUNTY, Fi oltmA WD PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Rom 208 AFBA�Rd Miami, Florldi 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 1J (786) 315 -2599 _NtMCE OF AC(XffANCE (NOA) .mie9idede.ww1j)*rW 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 submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM). 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 ex0ense of such testing and the AHJ may I mmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Series `1,10001 1050" Aluminum Single thing 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, prepared by Al Farooq Corporation, dated 07/31/03 with revision "If" dated 12/07/11, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dads County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two seizing blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. 'RENEWAL of this NOA shall be considered afwr a renewal application has beet filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 daze 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 renews NOA No. 09- 1008.05 and consists of this page 1, evidence pages >r1, E--2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by <Taimne D. Gaseon, P. E. NOA No. 12--0223.42 Expiration Date: November 06, 2013 12' Page Date: May 17, 2012 Page 1 E S Wind"w ,,,,„ L NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 09-100 &05, 07- 0928.14, OS- 0720.01 and 03- 0910.03) 2. Drawing No. W03 -56, titled "Series -1000! 1050 Alum. Single Hung Wdw. (L.M.1)' ; sheets 1 through 8 of 8, prepared, by Al- -Farooq Corporation, dated 07/31/03 with revision "Hf' dated 12/07111, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltratio, .Test, per FBC, TAS 20.2-94 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 "A-A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411 3.2.1, TAS 202 -94 7) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E2068 -00 (2008) along with marked -up drawings and installation diagram of an Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"815 and FTL -5337, dated 02113 /09 and 01/25/08, both signed and sealed by Michael R. Wenzel, P. E. (Subnairtted under previous NOA's No.'s 09-- 1008.05 and 07-092114) 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, Type "A - -A" vertical sliding window, Grade 10, Level LV 1 per ASTM F 588 -04/ 07 and per FBC 2411 3.2.1, TAS 202 -94 7) Standard Test Method for .Determination of Operating Force of sliding Windows and Doors per ASTM E2068 -00 (2008) along with marked --up drawings and installation diagram of an Aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports Nei Ns HETI95 -1448 and HET145- 1953, dated 04/22/05 and 04/25/05, both signed and sealed by Ivonne Ghia, P. E. (Submitted render previous NOA No. 054720.01) PrWact Control Section Supervisor NOA No. 12 -M.42 Expiration Date: November 06, 2013 Approval Date: May, 17, 2012 ��1 ,KS, E S Windows, LLC B. TESTS (CONTINUED) 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, Type "A -A" vertical sliding window, Grade 101 Level LV 1 per ASTM F 588 -94 and per FBC 2411.3.2.1, TAS 202- 94 7) Standard. Test Method. for.. Determination of Operating Force of sliding Windows and Doors per ASTM E 206840 along with marked -up drawings and installation diagram of an Aluminum sinile hWg window, prepared by Fenestration Testing Laboratory, Inc., Test Reports' No.'s FTL -3820 & FTL -3806, dated 06/09/03, all signed and sealed by Joseph C. Chan, P. E. (Subrt Wed under previous NOA No. 03- 4910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by AI- Farooq Corporation, dated 12/09/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300AM D. QUALITY ASSURANCE 1. IVliami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATMAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Ghw* Irrtorlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 49/0812011, expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No.'s FTL-5815 and FTL -5337, issued by Fenestration Testing Laboratory, Ine., dated, 02/13/09 and 01/25148, all signed and sealed by Michael R. Wenzel, P. E. (SubmWed under previous NOA 's No.'s 09-100 &05 and 07- 0928.14) 3. Proposal No. 09 -1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 09-1008-05) Jaime D Gawoa„ P: E: Product Control Section Supervisor NOA No. 12 -0=42 Expiration Date: November 06, 2013 Approval Date: May, 17, 2012 E -2 A S Window& LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No's HETI- 05 --1448 and HETI- issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25105, both signed and sealed by I•vunne Gbia, P. E. (Submitted under previous NOA No. 05-- 0720.01) 5. Laboratory compliance letter for Test Reports No.'s FTL -3820 and FTL -3806; issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, all signed and sealed by Jopfi C. Chan, P. E. (Submitted under previous NOA No. 03-091& 03) G. OTHERS 1. Notice of Acceptance No..09- 1808.05, issued to ES Windows, LLC, for their Series 661000/ 1050 Aluminum Single Hung Window - L.M.I.", approved. on 12/30/09 and expiring on 11 /06/13. r Jaime D. Gascon, P. Product Control Sectlan °>yupet�v*r ,tmi" NOA No. 12-023.42, Expiration Date: November 06, 2013. Approval Date: May 17, 2012 E-3- - 3 : . r Z 2 ko Ix 0 m w 8 s P: iz 0 x� LmJ a N A 1/8° ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" ANN. GLASS SILICONE f DOW CORNING 798j983 GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY *DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 GLASS TYPE 'B' 2 wn SWONE DOW CORNING 795/983 ALT, GLAZING OPTI0IN SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. 5/32" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY *DUPONT, 1/8" HEAT STREN'D, GLASS SI.ICONE DOW CORNING 795/983 co a GLASS TYPE 'D' 1 /8A HEAT STREN'D. MASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1 /8" HEAT STREWD. GLASS SILICONE Jr DOW CORNING 799 /983 GLASS TYPE 'C' HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIIdCONE //DOW CORNING 795/983 GLASS TYPE 'E' FALSE MUNTINS iSUmm APPI_IEDl SERIES—'100011 _ DESIGN LOAD RATINGS CHARTS SHOWN ON Sf APPROVAL APPLIES TO COMBINATIONS OF S.H. WINDOW TYPES IN MOE MIAMI —DADE COUNTY A LOWER DESIGN PRESSI, WILL APPLY TO ENTIRE THIS PRODUCT HAS BEE REQUIREMENTS OF THE HURRICANE ZONE (HVHZ WOOD BUCKS BY OTHER LOADS TO THE STRUCTU ANCHORS SHALL BE AS EMBEDMENT TO BASE M1 ANCHORING OR LOADING NOT PART OF THIS APPI A LOGO DURATION INCRE MATERIALS INCLUDING BI COME INTO CONTACT WIl REQUIREMENTS OF THE t EQUAL MRS WINDOWS DESIGN LOAD CAPACITY - PSF (RI -RISE SILL) WINDOW DIALS. STANDARD TOP RAIL NAVY DUTY TOP RAIL GLASS TYPE `A' GLASS TYPES 'I1', `M', `DA & Is, GLASS TYPES `8`, 'C', 'D' & 'E' MDT14 HMK EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( --) 19 -1/8" 26-1/2- 37" 42" 49" 26- (3) 70.0 80.0 80.0 9010 80.0 90.0 70.0 80.0 80.0 90-.0 90.0 9010 70.0 80.0 80.0 90.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 W.0 80.0 26 -1/2- 37" 42" 49" 53 -1/8" 38 »3/8" (4) 70.0 80.0 60.0 90.0 80.0 90. 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 ! SCE. 9t1. 80.0 9010 70.0 80.0 80.0 90.0 80.0 90.0 70.0 - 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90 " 26 -1 /2" 42" 49" 30 --5/8" (5) 90.0 80.0 90.0 70.0 80.0 solo 90.0 804 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 60.0 90.0 804 90.0 19 -1/8" 26 -1/2- 37" 42- 49" 83 -1/8- 5s° (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 60.0 80.0 90.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 8010 90.0 80.0 90.0 19-1/80 26 -1/2- 37" 42- 49" SSW- 1 /8' 63" (6) 70.0 80.0 80.0 90.0 60.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 9010 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 60.0 9010 80.0 90.0 70.0 80.0 solo 9010 60.0 90.0 19-1/w 20 -1/2" 37" 42" 49" " --1 /e" 68" (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 solo 80.0 90.0 80.0 90.0 70.0 solo 80.0 9010 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26 -1/2" 37" 42" 49" 33 -1/8" 74-1/4" (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 _ - .. «. 80.0 90.0 14 -1/8" 26-1/2' 37- 42- 49" " ( - - - - so.0 90.0 - - - - 80.0 90.0 - - - - 80.0 90.0 w _ - r 80.0 90.0 - - - - 80.0 90.0 +° NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. LIMIT EXTERIOR( +) LOADS TO 70.0 PSP FOR STD. SILL. 'YYI its TYPICAL ANCHORS SEE ELEV. FOR SPACING �d * 'Ed Qa- 9 I LID 94 0 MM 1+[ MY WOOD BLICK m C C m TYPICAL ANCHORS SEE ELEVS. FOR SPACING 44 t(% 4 • a r TYPICAL AMCHO SEE ELEV. FOR SPACING a t. I ` d• 9 a I I A Ed 44 t(% 4 • a r TYPICAL AMCHO SEE ELEV. FOR SPACING 1 ss �E�llY�iKii t'. EXTERIOR O x 01- OM ..r IE 1/4- MAX. SHIM a a a .a :A a A t� s /SpJ a t /4" MAX. STO' o QLMA �ufl Cv- Ii% EXTERIOR O x 01- OM ..r IE 1/4- MAX. SHIM a a a .a :A a A A 0 i a A 0 i MIAMI -DADE COUNTY APPROVW MULLION 7YPtCAL MChWRS SEE SEPARATE NOA r SEE ELEV. FOR SPACING Wit,7 �:�, 7L.4. #:its URDTH I 9 ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING _ fir b RlI ♦t� y P 1 • WPM& ANCHORS SEE ELEV. FOR SPACING if l � I 1'«it7i 4 INSTALLAT -- -a.33o .062 .969 �75i} .719 .813 -2.190-- 082 I .77 0 500 1.344 .062 2.083 1.34 2.392 2.288 .813 .930 FRAME HEAD 19 FLUSH FRAME ADAPTER � STD. VENT TOP RAIL � SERBS S 2.186 � .813 -1000 1.830 930 1.122 .930 2.330 1.421 1.250 T 1.250 1.x42 082 1.400 1.230 .078 � 2.083 L . 7� .062 1.344 �°-d Q FRAME JAMB VENT LATCH H.D. VENT rop RAIL SERIES � Q - 1.3281 I -1000 i - � � i p- .947 •503 .062 .992 .230 .637 L f7 . 062 2113 1 678 � I 'cK GLAZING WEDGE 11 SCALE 1:1 GLAZING BEAD 1.250 -Lj t.ala (qj MEETING RAIL 1.250 L- .868 949 .813 .637 .0622 ow SERIES -1000 2.186 1.250 .062 .813 489 1.434 O VENT SIDE RAIL 1.149 VENT BOTTOM RAIL 2.457 2.457 .06a .062 2.502 3.127 1 335 .710 .874 - 1.67979 �- .874 --- -- 2.331 Q FRAME SILL (STD.) ��°°��'�''"''''^^^ 2.331 FRAME SILL {HI -RISE} 92 �n /y 0 o� q Br �F& � p�, �S9gF�i` CDT 4o I�•� S HIAM is DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NQA) - - LS Wimlows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 MIAMI- -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590 F (7%) 313 -2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (in Miami- -Dade County) and /or the AHJ (in area other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in than accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2000/ 2050" Aluminum Horizontal Sliding Window -- L.M.L � APPROVAL DOCUMENT: Drawing No, W03 -73, titled "Series 2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.1) ", sheets 1 through 9 of 10, dated 0&27/03 with revision "G" dated 05/15/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. M[Issna IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, modelst 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. 112MINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09 --1008 #band consists of this page 1, evidence pages E-1, E2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 1118 k M NOA No. 12-#M.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 23 12' Page 1 ES Wi doWs. L'1..rC NOTICE OF AQQRr T EVIDENCE SUBMrffED A. DRAWINGS 1. Manufacturer's die drawings and sections. (S'ubmi&d wader previous NOA Na 03- 0910.02, 07-0928.13t 084527.13 and 09400 &06) 2. Drawing No. W03 -75, titled "Series -2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets 1 through 9 of 10, dated 08/27 /03, with revision "G", dated 05/15/120 prepared by Al -Famoq 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 "A-A" sliding window, Grade 10, Level LV 1 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 1008.06) 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, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 58&-04/ 07 and per FBC 2411.3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT'L -5338 and FTL -5475, dated 01117/08 and 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA Na 08- 0527.13 and 07-092&13) dame D. Gaseon, . �. Product Control Section Supervisor NOA No. 1?- 0223:46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 19-1 ES Wigdows, LLC WTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. B. TESTS (coNTmiw) 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 20294 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "A A" sliding window, Grade 10, Level Lid' 1 per ASTM F 58"107 and per FBC 2411 3.2.1, TAS 202 -94 along with marked --up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3809 and F TL -3804, dated 06/16/03 and 05/15/03, revised tai reissued by Fenestration Testing Laboratory dated 08/10/06, all signal and sealed by Joseph C. Chan, P. E. (Submided under previous NOA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al- Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE L Kmnii Dade Department of Permitting, Environment, and Regulatory 'Affairs ('ERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry GkossO Interlayesr" dated 05/26/2010, expiring on 01/14/1'7. 2. Notice of Acceptance No. 114624.01 isosucAto E.I..DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09 /08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E, Product Control Section Supervisor NOA No. 12-0223.46 Expiration Date: November 46, 2413 Approval date: May �4, 2412 E -2 ES Windows. LLC .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2410, dated 12/08 /11, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows -- Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. 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. (Subn*ted under previous NOA N& 09-100&06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 49 -100th 06) 5. Laboratory compliance letter for Test Reports No.'s FTL --5338 and FTL -5473, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20 /07, signed and sealed by Carlos S. Rionda, P. E. (Subbed under previous NOA Is No.'s 08- 432%13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL -3809 and FTL -3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 43- 0910.42) G. OTHERS 1. Notice of Acceptance No. 09- 1008.06, issued to ES Windows, LLC for their "Series 2000 Aluminum Horizontal Sliding Window - L.M.I. ", approved on 12/30 /09 and expiring on 11/06/13. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12 --=.46 Expiration Date: November 06, 2013 Approval Date: May 24, 2012 E-3 , THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1W .. mx_!' -- 1 X11! R `1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WU APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ'). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO MOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS Of THE FLORIDA BLDG. CODE SECTION 2003.8.4. aM t� 1/8" ANN. GLASS —.090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" ANN. GLASS ` SILICONE { rDOW CORNING 795 z A • a 1/8" ANN. GLASS A90" INTERLAYER �BUTACITE PVB BY 'DUPONT' 1/8° ANN. GLASS SIMONE 4 r CORNING 795 I: f7 r A 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" ANN. GLASS SILICONE rOOW CORNING 795 1� A -1/8" HEAT STREN'D. GLASS •090" INTERLAYER SE711GLAS BY 'DUPONT' 1j8" HEAT STREN'D. GLASS DOW CORNING 793 z 21 GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE Pik BY 'DUPONT' 1j8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ap 21 a In GLASS TYPE 'B.i' 5/32" HEAT STREN'D. GLASS 090" INTERLAYER — BUTACITE PvB BY 'DUPONT' 1/8" HEAT STRE:N'D. GLASS SILICONE DOW CORNING 793 GIASS TYPE 'D $ 5/32° HEAT STRE .090" WE:RLAY') — SENTRYGLAS BY 1/8" HEAT SIM% r DOW C GLASS TYPE 'E ASSIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WIND OTY DIM$. A STD, MTG. RAIL, (FRAME Sled, "1. 2, 3 do 4) SEE DETAILS 8ELOW FOR EXT( +) LOAD LIMITATIONS R.D. MM. RAIL (SILL *3 & 4) GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'Ell' GLASS TYPE 'C' GIA TYPE ,D, GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE GLASS TYPE 'E' WIDTH HEIGHT p(T.( +} INT.( -) EXT.( +) WT. { -) EXT.( +) _ LIT.( -) EXT.( +) INT. { -) 25-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 53-1/8" 26" (3) 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 T4" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26-1/2- 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 37" 83 -1/W 74" 38 -3/8" (3) 4 70.0 80.0 70.0 90.0 70.0 80.0 8010 90.0 5 7a.o 80.0 70.0 90.0 70.0 80.0 80.0 9o.D 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37" 74° 50 -5 /8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 a v~ 7a.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 8010 70.0 90.0 70.0 80.0 90.0 90.0 7 - - 70.0 90.0 70.0 60.0 solo 90.0 26 -1/2" 37' 53-1/8" 74' 63 " (6) 3 70.0 _ 80.0 70.0 90.0 1 70.0 80.0 80.0 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 8D.0 90.0 5 4276 481 70.0 86.6 70.0 80.0 80.0 90.0 7 - - _ _ .. - 80.0 9010 24' 3 70.0 80.0 70.0 90.0 70.o 80.0 80.0 90.0 36' 46" 72' (2) 4 70.0 8010 70.0 90,0 70.0 80.0 80.0 9010 5 7010. 0.0 70.0 90.0 70.0 -.. 80.0 80.0 90.0 6 70.0 80.0-j- 0.0 70.0 90.0 70.0 80.0 8q.D 90.0 7 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 24" W. " 3 70.0 60.0 70.0 90.0 70.0 80.0 60.0 90.0 4 70.0 8D.0 70.0 90.0 70.0 80.0 80.0 90.0 48' 6f1" 5 70.0 80.0 70.0 90.0 70.0' 60.0 60.0 90.0 6 70.0 80.0 70.0 9010 7010 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24' 36" �48,", *20. C2° (4) 3 70.0 80.0_ 70.0 WA 70.0 $0.0 80.0 90,0 4 70.0 80.0 70.0 90.0 70.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 $0.0 $0.0 90.0 6 70.0 80.0 70.0 90.0 80.0 9010 7 70.0 80.0 70.0 90.0 0.0 80.0 80.0 90.0 24" 36" 48" 80" {Fi} 3 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 60.0 60.0 90.0 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 9010 6 46.1 515 70.0 8T.3 70.0 .0 90.0 7 - - 70.0 78.7' 0.7 80.0 90.0 a A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER LIMIT EXT. (+) LOADS TO 53.3 PSF STD. SILL. VNTH RISER LIMIT EXT.( +) LOADS TO 70.0 PSF SEE DETAILS HI -RISE SILL wTHOUT 'RISER LIMIT EXT. (+) LOADS TO 67.9 PSF L= *4, HI -RI LIMIT DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. BAIL (FRAME SILL *i. 2, 3 & 4) SEE DETAILS 13ELOW FOR EXT( +) LOAD LIMITATIONS H.D. NTG, RAIL {SILL *3 & 4 � GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS' TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'HI' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) W.( -) EXT.( +) INT.( -) EXT.( +) ENT.( -) EXT.( +) INT.( -) 74" 108 -1 /4" 111" 21 ° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.a 7MO 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106-1/4- 38-3/8" (3) 7 70.0 80.0 _70.0- 90.0 70.0 8D.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4° 111" �"g /8" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" ° 7 48.4 91.9 70.0 90.0 70.0 80.0 8010 90.0 80.0 90.0 80.0 90.0 72° 84" 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80,0 90.0 8 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80,0 90.0 10 1 70.0 80.0 70.0 90.0 70.0 80,0 80.0 90.0 720 84° 96" 108° 36" (3) 7 70.0 80.0 704 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 904 9 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 9010 70.0 80.0 80.0 90.0 72" 84" 96" 108" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 $ 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96° IDS" BO" {Sj 7 54.2 61.9 70.0 90.0 70,0 8010 80.0 90.0 8 47.6 54,4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 1 90.0 A NO. OF ANCHORS PER HEAD & SILL {) NO. OF ANCHORS PER .IAMB * STD. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53..3 PSF * SEE DETAILS BELOW FOR EXT( +) LOAD L a a�[�r Y OPM-nNG VENTS TO BE 1/3 OF " STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 70.0 PSF A HI -RISE SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 66.7 PSF Q *4 HI -121 LIMIT 40-� 0 TYPICAL ANCHORS ----- -------------- -------------- MAMI—DADE COUNTY APPROVM (MULLION & MULLION ANCHORS '(SEE SEPARATE NOA Ed ----- ----------- I NCHORS FOR SPACING 1/4" MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 EXTERIOR WINDOW WIDTH XQ LAYOUT ox OPPOSITE t/4" MAX, SHIMS a d d� . 4 d�4 4 W D 4 A TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR YMNDOW WIDTH XQX LAYQUT MIAMI —DAM COUNTY APPROVED MMLION SEE SEPARATE NOA WINDOW WIDTH If If II {{ If I {b 11 HL w STRUC SEE ELEV. FOR SPACING vw Vr -r-%A I Q VENT WIDTH 1/4" SHI6A MAX. WOOD BUCK - - -- SCREEN OPTJ r -" -- EXTERIOR MIAMI -DARE COUM1f APPROVED MULLION SEE SEPARATE NOA WINDOW VflDTH r� I i I I �M s t�-� ---�°- 2.330 I rt.242 2.186 .082 .613 .930 F-1.400 FRAME HEAD 992 1.118 1.344 .837 .803 '062 F' 147 f t9 GLAZING BEAD im 8 STC C .930 813 t2 VENT LATCH n3 1.250 .813 .062 2.190 TYR 2.375 JAMB STILE r-.062 H. 2.996 .770 .800 T.062 2.268 .500 27 2,330 FLUSH FRAME ADAPTER 2.2.553 1.21 STO. FRAME SILL 992-�j t.tie ma I 062 I .813 TYt'. l� .969 .719 FRAME JAM® .983 .078 rl Q .078 3.437 2'816 .450 2.500 A-b 500 .046 L- 2.330 HI -RISE FRAME SILL 1 t SILL RISER .188 1.328 .312 � -.082 .230 .34� t .{398 -.250 .115-1 �- 21 21.1 10 SILL TRACK GLAZING WEDGE SCALE 1.1 VENT TOP /BOTTOM RAIL 2.188 .062 .949 ,dam .m .837 .803 '062 F' 147 f t9 GLAZING BEAD im 8 STC C .930 813 t2 VENT LATCH n3 1.250 .813 .062 2.190 TYR 2.375 JAMB STILE r-.062 H. 2.996 .770 .800 T.062 2.268 .500 27 2,330 FLUSH FRAME ADAPTER 2.2.553 1.21 STO. FRAME SILL 992-�j t.tie ma I 062 I .813 TYt'. l� .969 .719 FRAME JAM® .983 .078 rl Q .078 3.437 2'816 .450 2.500 A-b 500 .046 L- 2.330 HI -RISE FRAME SILL 1 t SILL RISER .188 1.328 .312 � -.082 .230 .34� t .{398 -.250 .115-1 �- 21 21.1 10 SILL TRACK GLAZING WEDGE SCALE 1.1 ogv s ,VA � tet, 4 f R Q R+Ev \ Q nev, lvor AS AA wEV,' s R�S�eMir cO ° 8y 'S!� R NFp AS NoTEO P1' pHLY �O � avrER� w