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BP04-450 MIAMI SH( . 9 VILLAGE BUILDING DEPARTMENT 305-795-2204 J Building Inspection Request Date Type Insp' Permit No. Name Address Company Phone# l ' Inspection Date l Approved Correction ❑ Re-Insp'n Fee ❑ F, Miami Shores Village . . . Building Department RECEOVED APR o � too4 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 F=(305)756.8972 . 26 BUILDING Permit No. WXDQ4 A-5C-) PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type(circle). Building Electrical Plumbing Mechanical Roofmg Owner's Name(Fee Simple Titleholder) "U) J—t K ' Phone#3 OS-- ®L 6 Owner's Address I LOO (0 3 ST, City K�tr s State R- Zip 3 3 0 t Tenant/Lessee Name Phone# Job Address poem the work is being done) k �y City.__ 1 Nfiami Shores Village County Miami-Dade Zip is Building Historically Designated YES NO Contractor's Company Name 6uem'-V" Phone# IDS- 161— ,96 6 Contractor's AddressV00 3DD S,1l, Q6 Qye' City �1i States- zip 3 316 r Qualifier �rt� onza.�e2 . Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit Square Footage Of Work: f Lf Type of work: []Addition ElAlteration New M/Repair/Replace ❑Demolition DescribeWork: I St (aU111 Submittal Fee$'MPermit Fee$_ ®� CCF S CO/CC Notary$ Training/Education Fee STechnology Fee S Scannings Radon$ zoning Bond S Code Enforcement S Structural Plan Review.$ Total-Fee Now Due$ 13T. �y (Continued on opposite side) 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 lo-Applicant.- Asa condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction Lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w hdLGtL.0eVW seven (7) days after the building permit Ys issued In the absence of such posted notice, the inspection w e a ved einspection fee will be charged Si Signaturq 0 "erornt Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by day of .20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTAR PUB C:,, Jano Otis NOTARY PUB C: , apt DeMhs Sign:—OL •M1►Qor►�niabnoC2o4p➢ Sign: ' •My D02D418� Print. per; My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. �*�•eee�x,��aeee�xe�e�*xe�*��w�wxe*e�*��ee�,��a��,x�e�rx*�*�e� � *a��s�e��e�=5� a��x,xwe�*��•�� APPLICATION APPROVED BY: Plans Examiner Engineer Cha 12/15/03 Zoning eRE,� Miami Shores VillageBuilding g Permit 10050 NE 2nd Avenue n„ Phone: 305-795-2204 Permit Number: BP2004-450 Printed:4/612004 Page 1 of 1 Applicant: ANDREW ITKOFF Owner: ITKOFF ANDREW JOB ADDRESS: 1200 NE 103 ST Contractor Contractor's Address: Local Phone: Parcel# 1132060340290 Legal Description: MIAMI SHORES SEC 8 PB 14-33 LOT 7 BL 186&TR 186-A OF PB 31-41 LOT SIZE Fees: Description Amount FEE2004-3538 Building Fee $115.00 Total Fees:$138.68 FEE2004-3539 CCF $6.60 Total Receipts: $0.00 FEE2004-3540 Training and Education Fee $2.20 P FEE2004-3541 Technology Fee $2,88 FEE2004-3542 Scanning Fee $12.00 a� Total Fees: $138.68 Pennit Status: APPROVED Permit Expiration: 9/28/2004 Construction Value:$11,000.00 cpi0� Work: REPLACE SLIDING GLASS DOROS WITH IMPACT FRENCH DOORS Signed: (INSPECTOR) 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 responisibility for all work done by either myself,my agent,servants or employes. Signed: (Contractor or Builder) BY: CONTRACT DATE: ALLSTATE ' CONTRACT NUMBER: WINDOWS SHUTTERS SALESMAN: !�64 INSTALLER: NAME: Hv, 4 ors. DATE OF INSTALLATION: ADDRESS: GD r 100 -t. HOME PHONE: IoN- 0 CITY: HjQA%' 41)(C STATE:FL ZIP: 33113 OFFICE PHONE: 746 - 7 Z Li ............ ............................. ...........- ............. ............... DIAGRAM: .......... ................. ................... .............. ............ ................. ....................... ................. �V ........... ........... ...... —.......... . .. ........... 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YL .... ...... 7 Z� ...................... .......... ................... ............... .............. .......... ..............- .................... ............. ........... ........... LnY .. ..... .................... .................. ......... ................. ... ......... a?ca ............... ............ ...... ................ ........... ....... VV, ...................... ............. . .................. ................................. ........... ....... ... ........ lk .......... ...... ............ ............ ....... .. ....... . .... ...... .......... . ..... WON ............. ....... .}!� SJ –4 .......... ......................... .......... . ...... ............... . ............. .................... ...................... ............ ... ....... ................... .............. .......... ............. .......... ...... ................. ........ .... .. ......... ...... .............. v ............ - ........... X .............................. ........... .............. ................................................... ................ .. LOOKING: OUTSIDE/IN—FRONT OF HOUSE Manufacturer: Impact Non-Impact Type Window in: GSD RES.DOOR OTHER Cmt. COSTO"11YRE Horz Full �t&e Alum STYLE: ATW(SV) —SH COL. GSD P.W.F.P.W.F. View Front Door —2/2 Ox 2d2t 3/16 —1/1 X0 4d2t 1/4 H.R.S.O. —COL. xOX 3d3t H.L.S.O. Glass Type: Clear Brz. S/C Grey _OBS -INSUL. Temp. Lexan: Laminated: ..... .... MASONERY: Inside Plaster Outside Stucco Operators SILLS: Marble B/N Ceramic R/H FINISH: Anod. BRONZE White Esp. L/H Block up Sq.Ft. —Bin Blk 4 IN.Blk DIRECTIONS: WHITE-OFFICE/YELLOW- CUSTOMER/PINK-SALESMAN w a ' MIAMI DARE COUNTY,FLORIDA M I .&A 1J Am METRO•DADE FLAGLER BUILDING - 140 WEST FLAGLER STREET,SUITE 1603 CE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563 BUILDING CODE COMPLLAN PRODUCT CONTROL DIVISION (305)375-2901 FAX(305)375-2908 NOTICE OF'ACCEPTANCE OA La Fluestra 7301 N.W.41 Street, BaY-C Miami,FL 33166 SCOPE: licable rules and regulations governing the use of construction materials• This NOA is being issued under the app' product Control Division and accepted The documentation submitted has been reviewed by Miami-Dade County by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). our Product Control ade County MiamiD reserve the expiration date stated below. The the right to This NOA shall not be valid after xP Dade County)and/or the AHJ(in areas other than Miami Dade material fails to perforin in Division Miami .If this product D ( quality assurance purposes Pi immediately for tY rime Y 'al tested q may have this product or mater of such testing and the AHJ Y the accepted manner, the manufacturer will incur the expense d the use of such product or material within their jurisdiction. BORA reserves the right revoke,modify, =spend by Mid�e aunty Product Control Division that this product or to revoke this acceptance,if itis determined a material fails to meet the requirements of the applicable building code. been designed to comply with the High Velocity Hurricane This product is approved as described herein,and has Zone of the Florida Building Code- DESCRIPTION:Series uEKU=S3"Outswin8 Aluminum French Door-Impact titled"Series EKU-53 Outswing Entrance Door", APPROVAL DOCUMENT:Drawing No.LAFINDROUT, prep by Bromley-Cook Engineering, sheets I through 4 of 4,dated 9/28/02 with revision#3 dated Miami3Dade County Product Control Approval Inc.,signed and sealed by William D.Cook,P.E.,bearing date b the Miami-Dade County Product Control stamp with the Notice of Acceptance number and approval Y . Division. act Resistant MISSILE IMPACT RATING:Large and Small Missile Imp LABELING:Each unit shall bear a permanent label with the manus,unless otherwise noures name or logo,ted hereinity,gate and following statement~"Miami Dade County Product Control Approved" 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 thehis NO been a revision Or endorsement offaany ge in the � product or process Misuse of flusas an materials,use,and/or manufacture of the produ Prov 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, then it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety provided to the user by the manufacturer or its distributors INSPECTION:A copy of this entire NOA shall be pr of the Building Official. and shall be available for inspection at the job site at the request This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PX NOA No 02-1016.07 Expiration Date:February 27,2008 Ppprovar nam rwruary MT,,Z 1 i ag aF estra NOTICE OF ACCEPTANCES VIDENCE SLIBNIITTED (For File ONLY Not part of NOA) A. DRAWINGS and sections. 1. Manufacturer's die drawings. Entrance Door'.', LA 2, Drawing No. FINDROUT,titled"Series EKU-53 Outswing sheets 1 through 4 of 4,dated 9/28/02 with revision#3 dated&11/03,prep ared by Bromley-Cook Engineering,inc.,signed-and sealed by William D. Cook;P-E- B, TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 Loading perFBC,TAS 202-94 2)Uniform Static Air Pressure C CTAS 202-94 3)Water Resistance Test,per e 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an inswing wood door,prepared by Hurricane Test Laboratory,Inc.,Test Report No.FTL-34809 dated July 29,2002,witnessed by James G.Worth,P.E.and reviewed,signed and sealed by Joseph Chan,P.E. C. CALCULATIONS ns and structural analysis,dated 10/10/02 revised on 11/20/02, 1, Anchor Calculatio prepared by Bromley-Cook Engineering,Inc.,signed and sealed by William D. Cook,P.E. D. MATERIAL CERTIFICATIONS 1, Notice of Acceptance No.014205.02 issued to Solutia Inc.for their"Saflex /Keepsafe Maximum"dated 05/17/01,expiring on 05/21/06. Z, Notice of Acceptance No.99-0302.04 issued to UCB Chemicals Corporation for their"Uvekol—Liq.Resin to adhere Glass"dated 02/08/01,expiring on 02/08/04. E. STATEMENTS ed and sealed by 1. Statement letter of conformance,dated October 8,2002,sign William D.Cook,P.E. 2. Statement letter of no financial interest,dated October 8,2002,signed and sealed by William D.Cook,P.E. 3. Laboratory compliance letter for Test Report no.FTL-3480,issued by Fenestration Testing Laboratory,Inc.,dated August 16,2002,signed and sealed by Joseph Chan,P.E. F. OTHER 1. None. Manuel Perez, Prainct Control NOA No 024016.07 2008 App v a Date:February 27Date:February ,2003 E-i F!71 —fiNAP. CAP (D - o.7011 - FRAME 11079 - GLAZING BEAD O momt4u.Ls[ i 1:219W O*"r PARE "W GEST R NA1m I AS R EN AN-8080-15 PROFRAn 2 11064 AS RTS. SASH IIFIID JAMB p pXg• 4 AS FN A9M-8080_T5 PR�OAn 11078 Is RE00 SNAP CM' ii B G Lokm BUTT _ o ea3' 7 IOY-8080_ 10 3 5 ONE-PEKE 659 -----,� B• 4 SIWPPIflIFJifNtf fRA11 ANGIE 2AYA OS500 6S5O0 � � 4263 - CEMIIAL RABBET Q3 11054 - M(OUTSVW (D e 0 2 19 HANaE NOF USED a . 0,059+ 65fl AS NOTED f0 X 1 1 4 P SEIF STt7 PER i PAYED 5�EI °.° 1 RACL 1 111.FORMED STEEL . coats• AL 1 PER RAO. MAM. PRBAn i 5 105-0110T EA CORNER FR100:CORNER PROF�iI io5-0409 1 EA COip&R FRAM LAR PRn + 110- r18 EAOR t�1MilC ON 8 SYS 91STALLED 01 STO PARS CASE AS YNYL QASI(ET CASE Altai PROFOAn • 184-0428 1 Ek COROFRAME KEY CA5F AltA�IY • 1 81EA $$ STI - STEEL REIWGRC 16 ST2 - STEEL REINFORCING 17 AL1.- ALLIKH M REINFORCING 18 sFJUANts -OIAZWO BOND AT FMS81 SEALED 70 a=WH DOW.i Hs OR pE00RA 89;i d FRM E OORNERS SEALED WITH OOW CORN9I0 898 lA1DNAlED am Oft f 2 . .SEE am fi i SEr IN SENMiF . n am S SE7W11QMT O ) MX 1 1 4•pi SPAI dt 18• mac+ i its f a�4• 3�4. 11070 - IAlf -..�0 iH AUa@aiM ��*J 'STY le..1K SMEL s •sr2• 1/a•1H. srm awoal.� 11o7e® c11Ar1r�.ado. 1El�11H m FlT 9i81DE EwA>we. eb•Lt9i9i11.TMP.uo N W tEN3n NYLON SEMNO MOB(— . 0 TYPICAL t3lAZD4(; DETAIL �.' 4 •FULL t9iE• 4 OF 4 r!�rF Mon I SPM cl Cie cle BALAM OURn c7c Ir mom MAX 1 F� :]. , .�. o.� ,�. , s m ZIFAA UN am 0 CORNER v W94EEr 4m FOR FM rn cam GLAZWO MVL"al SLOW 6> - p � � tb WIN DAM RM ST . 3 9/ir 3111r FOR JAMB DEWL. ... 'i y r •. mEEnNG :7=] A Mn i .w y ...�.�.. �. sMOO S iN Q••INVY f"f1wN =:\` : �! • •• pgpgpg FRAME ANCHORS CAWAMULLSFAW VM W ROO. 2 VOUTSWING AD DETAIL . + Sri(27 t/2'M) 4 NOTE:SM W 4 es \4 SILL DETAIL_ sn(27 t/2"M) "OUTSMBNO" 2 WEP puam s 9 a W ~ cmammsRI 4 WDIGITED �r SPLW VM �__� EIIVATIDNs A SCHEDIlIE. �y BACMER ROD. Z'1 MM APPLY SPAW TO SCI49N HEADS 7W. •• •a AOMowd � STUOCO fH. _ 2�''jg"Q2 _: �— 910(m OONG OrN ES SU TRATE. S OF 4 pq�; LA FINESTRA, LC SERIES: EKU 53 OUTSWING ENTRANCE DOOR ANCHOR NOTE:. 72" DR. FRAME W0. U 0 (4) ,14 WOOD SCREWS ® 2" O/C INTO WOOD. EMBED 1 1/2 MIN. }TOOK LOCK CLUSTER OF )Cg4m D 4 SSMS OR UBSTRATE. —CONS.O 3" O/C . INTO STEEL OR WITHIN FRAME. (SEE I f I (sEE ANCHOR SCHEDULE) BMX. RF$ rwL_'► d STRUCTURAL LOAD O +75.0, —78.0 P.S.F. t IMPACT &CYCLE O. +75.0. —78.0 P.S.F. w WATER INFlLM11ON TEST - 12 P.S.F.. `% 3 � >S 7 7 8 PER `. ' LARGE MISSILE IMPACT RESISTANT PANEL TYP- 9 ..1 G—1�`. 0L-1 m 1/2'�.SOO INATED " i OR OR IJVEK ANN — 130 O �. OL LKiUID RESIN.COMPOSITE GL-2 GL-2 .4 `�� 3/18".ANN FAIEO. 5 / A MAX. D.LO, a 27 1/2" X 88" R , O •` CDrGL-2 ¢ 7/18"(.480*) LAMINATED 3 t8 ANNEALED .090" P V. A MAXIMUM)— •. 2 ; 3/1 B" ANNEALED. � 2 D.LO. . 2 MAX. D.LO. m 27 1/2" X 86". 27 1/2" O.H. d 3 9 - 6 18 ffff. 5 I N TYP. . MAX. TYP. AT HEAD & SILL. ' AT HEAD de SILL 1. THIS WINDOW SYSTEM HAS BEEN TESTED. ENGINEERED AND APPROVED af, FOR DESIGN PRESSURES NOT.TO EXCEED THOSE SHOWN IN SCHEDULE. ay TYPICAL ELEVATION 2. x�rcrrlK OPENINGS FOR ��N QED � a�sTAum VIEINED"SW NG INEOR eW,e►.a..ewd►m. 3. BUCK FASTENERS MAY NOT EXCEED 18" O.C. SPACING AROUND OPENINGS. 4. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC do UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DARE . COUNTY PROTOCOLS PA-201, 202 dt 203. 1 cP 4 N MIAMI-DADS COUNTY,FLORIDA METR04MM FLAGiLEELBUlLDIN(i MX DING CODE COMPLIANCE OFFICE(lICCO) 148 WEST FLAMER STREET,SUITE 1683 PRODUCT CONTROL DIVISION ' 1�-1563 (f �� 7 2908 NOTICE OF ACCEPTANCEAnn OA PGT Indas tries L®- P.O.Box 1329 ----- Nokomis,FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of Mian materials. Tlne station knitted has been reviewed by Miami-Dade County Product t Control Division and accepted by the Board of Rules and Appeals(BORA)m be used in Miami Dade Courntyand odw areas where allowed by the Authority Having Jurisdiction(AEU). This NOA shall not be valid ager &c man dobe stated below. The Miami Dade County Product Control Division(In Miami Dace County)and/or the AW(in areas oder than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.V this product or material fads to perform in the accepted mauler, the manufacturer will incur the expense of such testing and the AM may immediately revoke,modify,or suspend the use of such product or material within thea jurisdiction. BORA reserves the right to revoke this ate,if it is determined by Miami-Dade County Product Control Division that this pradltct or material fails to meet the its of the applicable budding code. This product is approved as desaibed herein,and has been signed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DzScaIrnom.2"x Std.wall-Ahmdmnn Tube Clipped ly union APPROVAL Documm-.Drawing No.66622,titled"2"STD.Wall Mullion Arrangement Detail",sheets i through S of S,prepared,sped and sealed by Robert L.Clark,P.E.,dated 5124101,bearing the Mium4Dade County Product Control Revision Stamp with the Notice ofAcceptance number and expiration date by the Miami- Dade County Product Control Division. MISSME IMPACT RATING:Large and Small Missle Impact LABELING:Loch unit sleall bear a permancitt label with the nanii&ctui&s name or logo,city,state and following s -Miami-Dade County Product Control ApWoveC,unless o6erwise named havin. RENEWAL of this NOA shall be considered after a renewal application bas been Sled and ire has been no change in the applicable building code negatively affecting the performance of this product. MMMINATION of this NOA will occur after the a xpirshm date or if them has leen a revision or change in the rat muls,use,andt r manufacture of the product or pow.Misuse of this NOA as an endorsement of any prodtet,for sales,advertising of any other parposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for motion and removal of NOA. AD : The NOA number premed by the words Miamiia e.County,Florida,and followed by the mon date may be displayed in advertising hunt r9e. If any portion of the NOA is hayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the maoufcetuvx or its disin'butm and shall be available for inspection at the job site at the rem of the Building Official. This NOA revises NOA#81-0323.84 and,consists of this page 1 as well as approval document nt mentioned above. The submitted do------ tatiorn was reviewed by Theodore Berman,P.E. i NOA No 024701.11 Egiration Date: Jam 23.2N6 Approval Daft duly 12,20132 Page I S "`_` I-------w--------� GLAW lc*OR T* fav Cr 6m no . ME 19 M. ol I SLOW GLAZW AWON,, , NMULLAV FROMPtlTML"N A��"Ti- III t t GLAZW PRM" iT PROD= IL W-W1+88 H-Ht+mo H-H}+H2 W- Irf+W+W3 {�) WINDOWS (l) WINDOW MULLED WINDOWSMUI�Fn H-Ht+H2 FOR DEIFE'RAMUNG MAX ALLOWME WZME ABOVE ,W1.9b K SDI/ _MULTIPLE WINDOWS MULLED DESIGN PRESSURE SEE TABLES FOR DLTERM/NING MAX ALLOWABLE FOR DETE'RMhVNG AJAX ALLOWABLE WfONE ABOVE ON PAGE 5 OF 5 DESIGN LURE SEE TABLES DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE AW OPENING = W OR Wl+W2 ON PAGE 5 OF 5 ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MULL LENGTH = H MAX OPENING = H OR H1+H1 M1)MAX OPENING = H OR H1+H2 ON PAGE 5 OF 5 MULL LEITH = W MULL LENGTH = W OR Wl+W2 M3)MAX OPENING = H OR H1+H2 M2)MAX OPENING = W OR W1+W2 MULL LENGTH = W OR W1+W2+W3 MULL LENGTH = H1 M4)MAX OPENING = W1+W2 OR W2+W3 MULL LENGTH = H1 +bam saolW pan, My pi tt aorna t. ANCHMW TYPE, OUMMY AND LOCATION ' sr REFER TO SHEETS a, J. AND 5 oo�ua�eot� I WINDOWS MAY BE MULLED TO A MAX OF 5 UNITS JEW w 3 MULLIONS ARE APPROVED FOR MtPACT AND NON—IMPACT P.J.P. 4/?8/OQ 4.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 °� STI?. WALL MULLION ARRANGEMENT DETAIL ltobutI, P pa$m 1970 t Y Al* swavvift RQ 1d� s N0` mum Aso" ta7ara n sum Ma 1 x 1 s5 6622. m PAA$ARAU* ?�ARAl t' r-4e OR —1 � "OR 6' R FA$A& P.Q•T•at ARAd�OIi lWRAM OF GF 0AL AA ASL E R TO I jim R fk rAwwa otwsnl_�s CtitAVfl T$ 1®b •A�ISD/ISL t� APPROM REE NNE It r: '.• 'r: �' ,� '"'�. •,, yy0 P. T. ,.i.!' K�'... tea'r♦ 4 ABS 11 f• yt 1 s ','' CrII FOR Y Amt 1 • ae r '�"" ,:,; ._ wsr BE SM aosotrr A $EE NM it 7Yptrer WIMM m AN&LION 1ST LIMM TYPE 'A" 7YPIC.e� MILLION TO S1ItLICTtIRE BP M�+IDf]�OD amRE�I/DVEt) F7 m l:[tAfPaa e r-4'OIP B/—+� P.B.T.RR ARR4EA�r r-4*OR PAT.OR A"AA r ! R P.A•SJLS WN p�R A �---• T Bldr wl }......r_..oyp P, $am BRfRr ROOD (TYP 0000 r tr0►E no (1YP stE tR�E t �---�yp � g j1R roam m F tR Avanum pm AW w aw men S s a }� ;. •.; ..• . , ,• /wPA�Bret 1YOiL It ••, '• «. ••• . :a , .., ..; �, r1. ;,e '•r •••.AWO1Ea s®c ON/1 WL }• i•.41,.::.•r+i•'./•a :�'••�. �to v..I; , .. .•y"S •..t,,,... ,.� .'•'•�'• �� ' .f.6/ if614ry io....... M=— BUCFC ZM MW BUCK AMD QWC_ I. FOR MULL SIZE AND QUANTITY Of ANCHORS REQIHRFD o SEE SHEET 8. FOR ANCHOR LOCATIONS SEE SHEET J. � OWNTI Y Of ANCHORS FOR AIAL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPE7 W. w.�a.. 2. REFEIiE1NCE TEST REPORT Flt-•2M, 2903 AND 2978 /� •oy OF ANCHORS MOMARE FOR A P/CTORh4L Q (fC� REPRESEIMOAI ONLY FOR CORRECT QUANTITY OF c0�MAL SIZE AND CPRE RE MM REO D FIND YOURt L cbdk " STD. WALL MULLION & CLAP WSTALLA77ON DETAIL SPECIFIC APFVCA170M =439M Ion tea awa BRrw Pa scut rrog °Ao"� lon OL SmR rz sit t/flLLS 1 x a5 6622• • 2"� MIN. FROM END (TYP) MIN. FROM " � i" MIN. ENDS (TYP) � � • (TyP) 1MPORTANi QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATIONI ,A,'� MAX. ONLY. FOR CORRECT QUANTITY OF MUL4 CLIP BS W�AMOV ANCHORS PLEASE S ( ANCHOR LOCATIONS AND F REFER CHARTS pmt� 513 INDD 17•!E CORRECT MULL SIZE t 'A'� AND PRESSURE* MIN. h+--•---- REQ'D FOR YOUR " APcinc P=770N. SIX L LOCATIONS ExT�Ju�► tic g sJ3 CLIP LENGTH CHART - FOR 2m MULL - MULL SIZE 'A' 2 x 4 x men o� sss�y 2 x 6 x aw�om - P.J.P. 4 2B/OJ ANCHOR LOCATIONS 2" MULLION CUP J. JiEFEttENCE TEST tiEAQA7 M-2902, 2803,4N0 2875 Av' ptsAm x Mats 3 5 6622 srx 4 6 1 2 2 1 2x _STD. WMLL MULLS t MAT'L: 6063—T6 .. taurxraa O P.4P 4 0/00 jf R�obwtLtedc,?L p STD. WALL MULLION PROFILES P.E. foga�retataor aeMt na emr ten �0 aftecad FL spa n XR,-4 Was Ix 6622• 2X4x118 04E0 M Y0 M 0 INCHES 70 80 90 100 10 120 130 160 42 170 170 170 170 170 170 170 170 1 170 170 Verttaal Null 170 170 17{3 170 170 070 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 070 181 158' 155 155 t5S i56 170--16-4— 148 133 124 118 114 113 113 113 M 170 146 131 118 110 104 100 00 98 98 t 157 134 118 100 98 02 Be 88 85 86 131 111 97 88 80 75 71 08 N 85 117 99 87 78 71 66 62 59 57 S8 i•-- 9� 111 94 82 73 67 62 58 S8 54 51 95 80 70 0 2 57 62 49 48 44 41 _ HMIEOett81 M�ldi 83 70 so 54 49 45 42 39 37 34 7261 53 47 42 39 36 34 32 21 5T 48 41 37 33 28 26 24 21 1! 84 46 39 35 31 28 26 24 23 25 21 18 18 2x�t1� OPENNG VWM ON DME8 00 70 80 90 100 110 120 130 1 180 1aim 1 170 170 170 170 170 170 170 170 170 170 170 170 UO 170 170 170 170 170 170 170 MWI09 MuNW Un is 50 170 170 170 170 170 470 170 170 170 170 170 170 170 170 170 17O 170 170 170 170 170 170 1 170 170 070 170 170 170 170 170 -7 e 170 170 1 170 170 170 170 170 170 170 170 Mud 170 170 1 170 170 170 170 184 159 1 158 156 �tengffi 170 170 1 70 162 149 139 131 128 1 123 121 170 170 1 101 144 131 122 115 010 108 103 { tas*rabd. 170 170 182 130 124 116 108 103 99 95 170 149 130 118 1023 97 91 0s 8'1 77 153 129 112 100 90 83 77 73 89 03 134 113 98 87 70 72 87 03 59 63 + 1021 89 77 OB 81 so 61 48 45 40 jai 84 1 72 64 58 53 49 45 1 43 37 m+ 50 49 42 37 33 30 28 28 1 24 20am mo rw arwoe A�Dtl10e oi-eaaa.o@ I.MAXIMUM ALLOWABLE PRESSURE IN PSF. P.4 ! A 410 2.DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 7 PRESSURE CHARTS CONSIDER ONLY TWO ADA4CENT UNITS AT A TIME. SEE SHEET I. �y�"J'� aft 3-REFERENCE TEST REPORT FTL-2202 2843 AND 2975 RL` PA 2 STD. WALL MULLION PRESSURE CHARTS P$Y3 m ats04as+ Mutts NTS B d 5 6622• R 0 2 2004 M IA M FDA _ v a®�.� - ___ M1AMI-DADE COUNTY,FLORIDA _ MEMO-DADS FLAGLF.R BUR DING BUILDING CODE COMPLIANCE OFFICE(BCCO). 140 WEST FLAGLER STREET,SUITE 1603 1563 PRODUCT CONTROL DIVISION MIAMI,F FAX(305)375-2909 (30,5)375-29Q1 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) - La Flues m 7301 N.W.41 Street Bay-C Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA.)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AID). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control. Division(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.mariner, 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. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series KEKU 53"Aluminum Fixed Window-impact APPROVAL DOCUMENT:Drawing No.LAFINWIDW,titled"La Finestra Series-EKU-53 Fixed Window", sheets 1 through 4 of 4,dated 9/28/02 with revision#1 dated 11/21/02,prepared by Bromley-Cook Engineering, Inc.,signed and sealed by William D.Cook,P.E.,bearing the Miami-Dade'County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. , INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request-of the Building Official. This NOA consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PJ. NOA No 02-101&12 o Ezpiratiou Date:March 6,2008 Approval Date:March 6,2M Page 1 La_ NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.LAFINWDW,titled"Series EKU-53 Fixed Windows",sheets 1 through 4 of 4,dated 9/28/02 with revision#1 dated 11/21102,prepared by Bromley-Cook Engineering,Inc.,signed and sealed by William D.Cook,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 20294 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 12.1 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI,- 3545,dated 8/13/02,signed and sealed by Joseph Chan,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis,prepared by Bromley-Cook Engineering,Inc.,dated 11/21/02,signed and sealed by William Cook,P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No,99-0302.04 issued to UCB Chemicals Corporation,for `Uvekol-Liq..Resin to adhere Glass".dated 218/01,expiring on 2/8/04.' E. STATEMENTS 1. Statement letter of no financial interest,dated 10/14/02,signed and sealed by William Cook,P.E. 2. Statement letter of conformance,dated 10/14/02,signed and sealed.by William Cook,P.E. 3. Laboratory compliance letter for Test Report no.FTL-3547 issued by Fenestration`Testing Laboratory,Inc.,dated August 29,2002,signed and sealed by Joseph Chan,P.E. ti F OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code(FBC). Mandel P Product Control er NOA No 02-181&12 Expiration Date:March 6,2M Approval Date:March 6,2003 E-1 LA FINESTRA, LC SERIES: EKU 63 FIXED WINDOW >+ FRAME WD, FRAME WO. fir VANDOW BEE WINDOW CHART SEE VINDOW CHART 12' BiW0AM DIOQT88 ¢ fRiwE tooA,04 4CH°Rs. \. Mi OAS's. D&O.• x "' FRAME WROTH lit B' 1Z" MAR TYP.AT 'MAX TYP.AT .MAX.TYP. AT �f MAX ,AL EGAD� MAX INP. BRIT BItL . Srl: 8 HIM MICA SEIIA110N TYPIQAL�,1►ATI0r1 'fYPIQAL KLEVATION ��• FIXED ARCHED FIXW- FIXEDEYEBRO yt �M �asa�s°im+Bnaast�� MAK. It�N�N PU ` . g fim LARGE MISSILE'IMPACT.RESISTANT BE CHART ON sNEET-'4 1.THIS WINDOW SYSTEM HAS BEEN TE81E0AND APPROVED FOR ALLOWABLE PR=RES. ' FOR=BN PRnSUM NOT TO EXCEED THOSE SHOWN IN SCHEDULE. . S B•(.874�LAMINATED �v- 2.BUCK,OPROM a SUCK FASTENERS MUST BE DESMED&INSTALLED i •ANN AIEDLIQUID�N COMPOSITE ATER IIFiLTRAhON TEST t6 P.SF. a TO VATHSTANOWIND LOADS FOR EACH APPUOATION 4 &BUCK FASTENERS MAY NOT EXCEED 16'0.0.SPACING AROUND OPENINGS ® „x/18'.480• LAMINATED 4,THE SYSTEM SHOWN NERON WAS TESTED FOR WATER,AIR,I PACT.CYCLIC J 1I ppqqpQ•P.V.B. AP1'�0"O1°--dik A UNIfTMBM STATIC AIR PRESSURE TES7IM0 IN CONFOIbWiCE W1TH OADE YER SAFLEX/KLEPSAFE MAXIMUM �0 en — COUNTY PROTOOOLS PA-201,20.1 B lOJANN o of S.MULME UNITS(STACKED SIK BY SIDE OR TOP TO BOTTOM) SHALL RREQUM 894MATC MULLION WITH SF.PERATE PRODUCT APPROVAL Br FROF 4 ' ------------ RUJA6 tAi ELEVAlIONB A 80116DULE 5,a p T.o1NW0°°ERs ANCHOR SCHEDULE ' tea rrwclMUM aLLowaeLE •.MAxIMUM'ALLDwABIE MC-Ao,BSTRA,E: is ANCHOR SPACING ANCHOR SPACING »~' ANCHOR' SUBSTRATE/EMBED HEAD SILO JAMBS ^. " 2000 PBI S" PROM ENDg r. FROM P108' M10W FINWG �i 1:,,fw 1/TAFtXI011 OR EQUAL -_- ' BNANOE o /1'�o/a MAX.. BNANCE o 14 c/a MNG s.. S"FROM ENDS ' ++14 X R�'0.LENOIN OIZ ALUMINUM 'SOA MNG ' BNANCE.O i4'O/0 MA%. �VCTM P,HJi.M.e.OR SEIP-DR14U 14%11"(2, 1/1' MIN 1%4 N01 LY.P: S''FROH FIDRR ENOS BAOtQ:R R00, \ 6 H S M S. 1 1/1"Wo WOOD MIN. BALANCE 0 12.a/0 MAX, eAlaNce O 14'C/C MAX N 1 ' /'� HEAD DETAIL _ 3 p 'EXTERIOR' DICAlEs'c�la I wpm=a 8)NMTE. . 2 g �t3t1B81RATE. 0 GAIL"ot' lq�' 4 P.T..W000 M h p. oT WOOD 3 3 3 1� FRAME 4 ANCH A d : A8 UaAiED • 6LE1IIA11�iB�aeGiE�i E SILL DETAIL i ELEVATIONS 90*VJLE. 1 1/2 MDL h i 6 11 MM, __. 5 6 1► N 1J _ EMBEDS- CMMNUOUS SEALANTCONMOUS 1MTi1 d� eAac�ROD.. � CONIINUOUB + ;oto' SEALANT WI1H a •� 4 4 BACKER ROD. INDIOAM EXTERIOR r•�'�+�b 1 + SEALANT WITH .. 1 y a'• BAOKER �. � " S'NOCA F8�68F1. ,f 1 3/,C wIX�IOR' R 3/4. MAX N 1/4'MAX +"i M MTRA+O + P.T.WOOD sm 0^0 /4' WSW WD fV y��R,.pF:yv,,,'ti'.i'1t� P'�I•�.�.i�;e�t�s� �� .. .. 4° .�iYa'"'ti'�•i�ti 3"a'FH.«S�:k�!h�'g '. FRAME ANiB1oRS � s� • AS BRfICATED ON ' ' � �'1. OMAN!" ELEVARONB BOFIEDULE. t ' • D�ICATES EXTERIOR , stucco FRESH. JAMB DETAIL JAM13 DETAIL d • � •. •. Aatepl' raWlts 9038 - FRAME. p . i 1078 - sNAP MATERIAL LIST . .tDEcoRAny10 KEY PARt DAN MTERIN. . W�Iff/SIA' °J 1 7011 FRAME tiE1D dAY9 EN 0-M-78 P80F8ATI 2 11078 SIA om EN Aw-eoso- 11079 OUS018 STOP EN LIE-808°-T8 POW �I 4 t29-2178 CONmmmm EPDM wmm @49KEt ... ; FPDM 060' .000' NOT 11D 5 GO 10 x 1 1 4"PJLNS SELF I�IJ o CAD FLAYED STEEL STD FDR W=BEAD �I I 0 8 108-0110 FRAM 00RNER KEY AT no cm ALUM0881 7 110-1578 325"MAW2 EA CO � 5 gp� OPTbNAI FL NM FRAME LEAD JAMS EN ASI-�-16 PROFOATI � .a 1.774, SEALANTS -fBAZINO E1EAD.AT FRAME Sill SEALED TO WI1N DOW CORN94 995 OR PEW 695 . FRAM CORNERS SEALED WON DOW CORNINtT AAe 0"ONAL"FLANGE:FRAME PROFILE 11079 - GLAZING BEAD. Q 9035 - FRAME LAMINATED GLASS TYPE 1 GL-1 OR GL-2 AS DESCRIBED- 1.77e ESCRIBED 1.774' IN SCHEDULE j ®EPDM GIAmG 011SKET . �S�N7 O 128-21T&SET Dd SEAIANL` s .GOC i10 x 1 Ile P.N M.°.Q 81Ad(SWCONE 9EtFDRILLING (DOW-CORNStA 9A8)1Sa ;ow 1°• (OR PEcoRA 895) D.C.as MAXM 1107ea) y . NYLON SETIiN6 BLOCK 1 NOM SAME EXTRUSION AS 9030 SUT IMTH FLANGE TYPICAL' G.LAZINti DETAIL caol' 6 "FULL 80r. `al d1. . ear arms" P W! WWWW SIZE MART AVOWABLE DESHTN LOADS FOR WO WINDOWS °suesn i£�` 0 i d "MumGLASS TYPE GIM TYPE 18-1 C-2 _ P.T. WOOD B= WIDTH F BIIf + IW I UK+ WH BY OTelM 3 24 • ARME ANS%WDA DON t�11 30 45 EMAMONS&SCHEDULE. 42 1 1/a•MD1. 4 �I 48 7F7 15 EMBED30 75 1 75 _ — 42 40 NOTF4 3482 5 UNDOW$S WWYBE ORIENTED HD=WALLY 48 BACKER SULMT R D w 8 5 ¢ a 5 8 I.,r FLAN 30 375 422 W. >? .dry M 99 ti 54 88.0 55.9 30 75 1 35 DIDI SSIUCCO FUSH. •OPflONw I 42 BB JAMB DETAIL u� g 48 'FLANOB FRAME• o} 86.6 66.6 U3 5 8 .30 75 42 72 81.1 AILL 48 Y 30 75 75 36 74.4 _7jL 42 78 48 34 41.5 30 SASH[FR�—'"" I 35 MTx'�I 42 84 j 48 1 43.7 Q7 . dL 36 1� 48d NCTEt ' 5G AT KEY CONTACTa SURPACEB USE75 75-1 BMtitt 30 ART 149 AL 430 a 30' 95 75 SUa .�aa �auw 42 75 49.1 1 9AP02 1 48 7 FRAME CORNER JOINT NODab (TESTED ASSOIBLY•48•z 98.0+/-75 PSI) OW■44'x011/4' 4OF4 M