Loading...
HomeMy WebLinkAboutProduct Approval '3/30/2016 Florida Building Code Online Ppf ® ? i BCIS Home I Log In I User Registration ( Hot Topl6 I .Submit Surcharge I Stets&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida r e Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16984-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden,FL 33018 (786)621-6706 paloucks@gmail.com Authorized Signature 7avad Ahmad alfarooq@afceng.com Technical Representative Cliff Yates Address/Phone/Email 8717 NW 117 St I Ste 1 Miami Gardens,FL 33018 (239)225-9041 cyates@jupiter-indusl:ries.com Quality Assurance Representative Address/Phone/Email Category _ _Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez,P.E. ` r Validation Checklist-Hardcopy Received Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.pdf Referenced Standard and Year(of Standard) Standard Yeas "'I TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floridabu7ilding.org/pr/p[l._app dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm7QkQEIOjl4oJwyXa9FHIhf2HgFgUQVL7w%3d%3d 1/2 3/30/2018 _ Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/17/2017 Date Pending MC Approval 12/19/2017 - Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter. Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16984 R2 II SS-Regency Aluminum Accordion Shutter- Approved for use outside HVHZ:Yes 2017 DWG W14-02.Ddf Impact Resistant:Yes Verified By:Javad Ahmad PE 70592 Design Pressure:+200/-200 Created by Independent Third Party:Yes Other:See drawing 14-02 for span vs load combinations and Evaluation Reports installation details. FL16984 R2 AE SS-Regency Aluminum Accordian Shutter- PAE 2017.pddf Created by Independent Third Party:Yes Sark Rest .. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an ANEW employer.Coovriaht 2007-2013 Stabe of Florida.::Pn�c Statement::Aecesslbilltu Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,M.must provide the Department with an email address If they Have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a persona address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pripr app dd.aspx?param=wGEVXC&ADgvBwYu9TrZNm7QkQEIOjt4oJwy)(a9FHrhf2HgFgUQVL7w%3d*/o3d 2/2 4 - ' AL�FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61 G20-3-METHOD 1 OPTION D FL 16984 Date:12/13/2017 Detailed Product Description: Manufacturer:NATIONAL APPROVED SHUTTER ASSOCIATION Manufacturer Address:8717 NW 117 STREET.SUITE#1.HIALEAH GARDENS FLORIDA 33018 Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER Maximum Span:150" Maximum Load:+200 PSF,-200 PSF(Large Missile Impact) Installation Drawings#W14-02 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with TAS-201 202,203) TEST DESCRIPTION ' TEST LOCATIOIVx ;TEST REPORTS TEST : Test ` _ y DATE: r aEPORT# Sealed by ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL--5874 Carlos Rionda,P.E. 202 Air Press. Testing Laboratory FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E. (TAS 201&203) Impact& Testing Laboratory Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code: Evaluation Report Engineer: ` pD AHM���. No 70592, - ST T` OF f�: Javad Ahmad PE#70592 +'oss; R`0'Nr':� Sealed:12/1412017 � NA; AI-Farooq Corporation EB#3538 i 9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfaroogRafceng.com DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART ACCORDICN SHUTTER EI.8622BS4 DEFLECTION CURVE FOR POSITIVE LOADS ONLY ID •PL KWTIVE�FD�1 Pop[y.LOAD Z BFAN/37.87 FOR raa.LOAD F ��jj Zm m ` r H I �O� 1z1 z A to F" ~ ` U p4 N IQ En �s � m o� J A m' , Z 60 70 80 90 100 110 120 130 140 ISO N SLAT SPAN - INCHES o a' z nem MINIMUM SEPARATION FROM GLASS m M SEPARATION REDD.DUE TO WINO LOAD I SEPARATION READ.DUE TO B p LARGE M LE IMPACT SHUTTER SPAN:H IN. r DESION LOAD Pd PSF F ORm3-1/4 SEPARATION FACTOR.K-Pd/100 IN. 1°a READING FROM SPAN D.CURVE-D IN.DEFLECTION AT Pd-KW.- IN.MIN.SEPARATION REOD.-K#D+1" IN• T Uml FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD Fd REQUIREMENTS SHOWN ABOVE O 3, • FOR INSTALLATIONS ABOVE 30'OF GRADE IGNORE URGE MISSILE IMPACT REQUIREMENT. Z z N016 NO PART OF SGOITITII SIWL BE UNDER 30'AWE GRADE TO tl1JVE LARGE MISSILE IMPACT REDU0EAlO2 I r�vrrrr� USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS N O LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 60 70 80 90 100 110. 120 130 140 150 COMPLY WITH TAS 202.201 AND 203 OF FS_C. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHER HIGH VELOCITY HURRICANE ZONE AREA. - USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY GENERAL_L40TES FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. � L THIS PRODUCT HAS BEEN DESIGNED AND-TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(STH EDITION)/2017 (BTH EDITION)FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS ggqB pppB BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE(HVHZ). OF ASCE 7-10. a DESIGN.CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL'LATEST EDITION. _ 3, ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN u 4, MATERIALS INCLUDING BUT NOT UMRED TO METAL SCREWS,THAT 20 §^ COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE PRODUCT MARKING a`= REQUIREMENTS OF 114E 2Q14/2017 FLORIDA SIM CODE k ADOPTED STANDARDS, FL #16984 •� S. ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DEVILS A LABEL rKWSHALL BE THAFFE FOLLOWING ON LOCKING ENT.MEM OF UNIT °s m ABOVE LOCK WITH TIRE FOLLOWING STATEMENT. AND INSTALLED PER MANUF•S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE j11 111 1 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NATIONAL.APPROVED SHUTTER ASSOCIATION A-INSTA"T011 m BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND• `� Q r''� . L INSTALUnON OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION JI"'.:.....11 .. 6. ALL BOLTS SHALL BE STAINLESS STEEL.ALUMINUM ALLOY 2024-T4 # PROVIDED HE/SHE DOES NOT DE%MTE FROM THE CONDITIONS DITNLEB P OR 7075-T6, OR PLATED STEEL. WIND NUTS TO BE OF ZINC ALLOY. 8717 N.W. 117 STREET SURE 1 HIALEAH GARDENS, FL. 33018 ON INS DOCUMENT. No.706a2 ;S I 7. DESIGN CRM04 FOR SLITS:MAX DEFLECTION S THE LESSER OF L/30 OR 2•. B-MIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED DNVALID IF y B, THIS PRODUCT APPROVAL IS GENERIC AND DOTS NOT PROVIDE INFORMATION ALTERED�'ANY MEANS. _ g � FOR A SITE SPECIFIC PROJECT,le.LIFE SAFETY OF THIS PRODUCT,ADEQUACY C-BITE URSPE OR PROJECTS S SWILL BE PREPARED NC A FLORIDA REO STEREO I = ■ R1 ENCWFFR OR ARCHITECT WWgG WILL BEGONE THE FA&INlER OF RECORD L'EOA) OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER WATER INFILTRATION RESISTANCE ETC. - - --- - - - - USE OF THE P.E,D,ENGINEER OF RECORD,ACMNO AS A DELEGATED DRAWING ^� •••.••. dfOWing no, CONDITIONS NOT SHOWN IN THIS DRAW ARE TO IBE ANALYZED SEPARATELY, ENGINEER TO THE P.LD.ENGINEER SHALL SUBMIT TO TFRS UTITA THE SITE AND TO BE REVIEWED BY BUILDING OFFICIAL. SPECIFIC DRAWINGS FOR RENEW. �i� '•. ORIO�`,.� 9, A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF FOR INSTALLATION DETAILS SEE SHEETS 3 THRU B. o In RODRBSIONAL EamEER SHALL BEAR THE a NEOom THAT OMOWPREPARE SeAL D IT.No"uMRE of 5�ONA1, '`�� sheet Of ANCHORS INTO WOOD ONLY. Sealed:1211412017 - -- - - - - - - -- 4.071 3.1t5 3.118 - Yo-- 5.060 �4.OS2 2.OB2--{ 2.082� .125 049 1.625 .128 •7�•- 1.285 1.237 I O R241 .259 1.975 � .125 71P. qqw R.11 Z 2.800 1.285 1.237 2.000 R.303 � P.174 f x 8 Q $6 6083-TB -J 718 2 X 5% 1%8' A " rn 738 4.630 .718 GEILtN`C HFeDER BUILT-OUT ANOLEc 4 4.032 0063-76 6083-TB .04 WAIT HE40ERa7g�.ff 9 5083-76 4.115 Op 3.00241a 4.115 p R.241 I 2-082 tp _ R,303 1.000 2.062 1.280 dI .125 FLOATER SiAT 2.800 I E o 8003-TB 750 .12b 'd- �1,265� 1.237 R.303 r•062 2.800 �1.265-y 1.237 .Wo S 1 I 1.507 L•832 .718 1.760 1.610 7Is ALT, 1" BUILT-OUT WALL H AQ R ni.12j; BOBS-TOFEMALE ENT R AT 1" BUILT-OUT WALL HEM 1.125 .078 BOBS-TB BOBS-T8 5.11$-14 5.115 4.062 t t.044 1.6302.000 2.062o7e E�iBEDnED T eGK 2.128 1.000 1.870 2.250 .750 .129 2.000 2.082 6063-TO 21. .444 �-•- 3,350 .125 1.725 .718 • 2.800 1.265� 1,237 070 JLL.$0 11 �-•1.266;: 1.237 1-00 � 2"220 632 I I �, I- 2441 .718L ,716 1.044 '""1.484'"'- ---•"4 �FEMALE LOCKING SLAT 4.67 6063-TB 2' BUILT-OUT WALL HEADER ALT. 2" BUILT-OUT WALL HEAQPR THRESHOLD TRACK 6063-T6 6063-76 6063-TB 2070 1.656 .SB3 - 3.115 ff^^m o 078 4os 7la 1.725 .080 a,eos FL #16984 O80 m 2.250 Lon 1.000 .094 4 4- 2 2 - - Q.82 -1__ .. 1,2i9_7 90 1.08 875 1.287 .04 .514 .1 1.000288 Y.044 1.3582 .2692. 1 .500 =�b`����;�\\�\-N\t\0.�1710,1I 6 g1••2 1�////i'-- .q3eJ. � .375 54 �9 2.83{ - -- - -----'• - 2.e05_ --- - -- - 05 -'�o•• 3.6 __ - _. __ A p �i'�'•. ORIOf;.•_',6\ � drowing no. MA LOCKING c AT LOI AT INSER BOTTOM SILL BOTTOM TRACK ADAPTER ALT. BOTTOM TRACK ADAPTER 14-02 B 8063-T6 6053-TO 6063-18 6063-TO sealed:12/1412017 -- - ------- ------------ WALL MOUNTS OR INSIDE MOUNTS SHUTTER WIDTH ANCHOR _ _ C AEd � Z z 34 e _ / V//4; 0 NINttM ALLIC BUSHING D ° �y TYp. I I .360 MAX TYp _ Gail, d�g ,Ed g I I iM/'LON BUSHWQ 18"LONG W T,P. 172'DIA, X 1/2"LONG ' NYLON BUSHINC A TYP. I. Lei SST/W SCREWS C TYP. TYPICAL ELEVATION I �L g 3 �° � I .SSG MAX TYP I I I I I 1/2'OIA.X 11/18'LONG I f2 NYLON TYP. BUSHING 5i � y 1/2'DIA X 11/16'LONG I LObK_ BUSHINGTYPI 0 D p ANCNO 0 5 ANCHORS R .. , SAME AS HEADER _ _ - - `1 11 Illl ll I SECTION A-AA-A - - - SECTION B-B No.70692 \ .. - ._.._ _.._ ANCHORS:EMBEDMENT r�ACE ---. -•��•''.• P \�+�� drawing no. Fa C TYPICAL LOCK DISTANCE( DISTANCES SHOWN ARE BEYOND �� RID CONC.4 BLOCK 12d(tz ANCHOR DUUAETERS) HEADER AND SILL DETAILS CAN BE �i SS INAL ++ FOR WOO GENERAL NOTES AT10 5 SEESKEET DETAILS SEE SHEETS T & 2. WOOD FOR FssER EDGE DISTANCES SEE SHEET 7 ov 7. USED IN ANY COMBINATIONS. TME(sTucc�, tEs ErC)ING FL #16984 j� � sheet 3 of Seeled:12/14I2017 BUILT-Ol1T CONDMON QUILT-OUT HEADER �T: BUILT-OUT NEAOER �� ANCHOR — iC 0 HOA I — — — 14 X 3/4. — — — — — — IELF DRILLING SCREWS — — — — AT s•O,C. I I WF5 I I \0 I � I — \a D O j I I I �� 2X3X1/E' j 2 X 4 X1 2 X 5 X pp �1 dA e3_a 1 s• I I /METO I I I t MMR a USE t 3 I � flo X 3/4'TEXS I I #10 X 3/4'TENS I I AT 8'O.C. I I o v AT 6°O.C. ' 110 X 3/4' SELF DRILLING SCREWS AT s'O.C. 2 X 3 X t / I CON n 2 X 4%'t'///8' �y14 pF DR(WNG SCREWS / N�OOD� ODK - ALLUM6ANOlEe• AT s"O.C. ANCHOR lS �M�F7/� Al OP - - �•� - W GM-Ts - METAL ANCM R - _ _ _ `��AH��A4 ♦# en.ulC* I� - - ALT, ADJUSTABLE SILL .. No.70M u #9 p - - - _ - - ----_ -- - - - SECTION C-C ' ��•'•,• of � drowing no. HEADER AND SILL DETAILS CAN BEI ( 14-02 USED IN ANY COMBINATIONS. FL #16964 ��11 I tt ` sheet 4 of Seated:12114/2017 FLOATER SLAT OPTION ANCHORS TYPE ANCHORS TYPE A. D,C,D,EORO hD,C,D,EOR0 CC T to-O.C.MAX. AT 1O'O.C.MAX. Q g B K ===== _ =====--==- -===- WO OK I z � g ----- ----------------------------- --- METAL I���� FOR MIN. SEPARATION. A 1 % 1 %.093' - SEE SCH.SHEET 1 CLASS ALUM ANGLE ) CTYPICAL) FOR END CON IR N O BUILT-OUT SEE DETAIL LEFT G LOCK HANDLE CAN BE INSTALLED SECTION D-D INSIDE OR OUTSIDE • O CONC• r BLOCK �T o 2XIX1/B' 1 %2 X.093' 2 X I X 1/B' 1-1/2 X 2 X.093' 2 X 4 X 1/8' 2X2%.093� 2XOX1/O' 2 X 3%.093: M 10%3/4• TENS 2 X 4%.093, B 12•or_ ALUM TUBE(6063-TO) 2X5X.093 ALUM ANGLE AS W NDmINJS UILT-OUT 121�%OGLE 10 GE� 3/4'TEKS J�AN O 1102'XO.C. 1-1/2 X 3 X 1/ B' ALUM ANGLE :'PJ�1,1,N�•1a1 I.... 706912/. O&OOM _TAPCONS _ oo,\1 END-CONDITION AT BUILT-OUT _ ._. FIXrn CORNER DETAIL ____ _ _._ .___..____- % - `�� drawings no. oP �. 14-02 FL #16984 Sealed:l2/1412017 • (J) 1/4°LAO,SCREWS O EACH RAFTER ERS 2"MIN,PENETRATION �1SCHEMDUPENETRATION Lq!!ljj 2%O% 1 .,; TO EXISTNO.WOOD HEADER JD /� ALUM ANGLE CONT. L }.1. 3j 1 0' p 2 X 6,X 1/8' I' ALUM ANGLE F 1//4'PLYWOOD •'r� 1 qy E%ISTINO SOFFR A� j e l I 2" 2 r },.. ,. EL X ZI HEX HEAD ;'1• . SELF DRILLING SCREWS B 6.D.C. � i; ;S.tFd•: EXISTING; O�USSES I IIWOOD HEADER REQUIRED MIN.2x4 MEMBERS I { MIN.S.G.-0.61 0 14 X 3/4"TEKS 0 S'O.C. HEADER SONNECTION TO WOOD TRUSSES z � FOR SHUTTER HEIGHT OF 72'MAX. DESIGN LOAD 70 PSF ��', FOR SHUTTER HEIGHT OF 04'MAX DESIGN LOAD� 60 PSF �'•'• � `+; FOR SHUTTER HEIGHT OF S6'MAX. DESIGN LOAD 62 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD 46 PSF' ''�• �— — Z yZj'8 WOOoFsTsk .� r L REO RE a ;' 1 0 24'O.C. FASTENERS �j SEE SCHEDULES 010 X 3/4•TEKSON B 6.G.C. L I 1'X 4'X 'l a CONT.ALUM TUBE W/(3) 1/4 /k 4'LAG SCREWS 2"X 6'COW. O EACH STUD Ue 2'MIN PENETRATION W/(3) 1/4'0 X 6'LAG SCREWS INTO EXISTING 0 O EACH STUD W1 2'MIN PENETRATION INTO EXISTING STUD $ y 3/4' - FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD 60.PSF FOR SHUTTER HEIGHT OF 86'MAX.DESIGN LOAD 62 PSF _0 FOR SHUTTER MOW OF 108'MAX.DESIGN LOAD 46 PSF s FOR SHUTTER HEIGHT OF 120'MAX.DESIGN LOAD 42 PSF INSTALLATION ATION DETAIL ON EXIS'TLNG WOOD BUCKS @ ws,v4%v 1772x4x i/Bp x 6 x 1/8 ALUM.ANGLER ABOVE DETAILS SHOW9 CONNECTK)N'OF 2k4 BUCK k 1X4 ALUN TUBE TO WOOD SNDS TOPROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION, 'THRU BOLT W/WASHER @NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS W000 MEMBERS SEE SHEETS 3 THRU 4. ° ' AT 7-1/4' /4'O.C.FOR LOADS UPTO 60 PSF ,��1 1 1 AN, ANCHORANCHOR SPACING INCHES :� 'P�V •• '/,i i •,TYPECQNC Sv - N0.7068E AT 8- COUNTER TOP CON100N (PASS THRU WINDOW) MAX SHUTTER HEIGHT e 6 FT. F dmwing no. '� '•'•, ''�'• ....RIO... 14-02 FL #16984 Ymilt % eheat 6 of 7. Sealed:12/14/2017 ■■■■■■1.---- ■\\■■■■L.-- ■■■1 mmmmm-- ■►\■\\■■L.--�.- ■■■■■■■■■■■ ■W■■■■■■■■■ ■■■W■■■■■■■ ■UMWM■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ m■■■m■■■■■■ ■■■■■■■■■■■ _ ■■■■■■■■■■■ ■■m■■■■■■■■ w■■■■■■■■■■ m■► mwMM■■■■ ► mmmmm■■■■■ ■■■■■■■■■■■ ° w■■■■m■■■■■ ► MMEMOM■■■■ mmmmm■■■■■■ ■■■w■■■■■■■ ■■■■■■■■■■■ : wmMm■■m■■■■ ■■■■■■■■■■■ m■■■m■■■■■■ ■"■■■■mm■■■ ■m■■■■■m■■■ : ■m■■■■■■■■■ ► mmmm■■■■■■ = ■■mm� ■,m■■ = ■mum o■■,m■■ j ■■m■■■■■■■■ ■■■■■,■■■■■ ► mmmm■■■mm■ ■■m■■m■■mm■ ■■\■■■■■■■■ ■\\■■■■\ ■■ : NIL■■\■■■■■m ■■mm■um■■ ■■■w■■■■■■■ ■■m=2=■■N■■ ■w■■m■■■■■■ ■■■,■■■•■■■ m■■■•■■■■■■ ►mm■■■■■■.■ ■■m■■m■■■■■ ■■■■►■■■►-■■ _ ■■■■■►m■■■■ ■m■■Im■■■■■■ ■■mm■■.■■■■ ■■■■■mm■■■-. mommm=m■■■■ ■■m■■•■■■■■ ■■■■■■■■■■■ ■■■■■■m-.m■■ - ■w■■■■■■m-.m ' ■■■►■■■O■■■ ■■■■■■•■■■-. ■■■■■■■■■wm ■UIR ■■■ ■■■■wicm■m.z ■■■■■■■\sm_m ■■■■■■■■■■■ ���■■■ ■\1u■■■1 ■■ILI■■■1 W W ■► MwMm■■■■■ ■■► wmmm■■■■ , ■■■��■■■■■■■ -a rNER _ I - ■-m■,■■■■■■ ■■„■,■■■■■■ ■■■■mmmnu■■ - xuwwAqw;;,'P�� ■■MMWE=ER..." ■■ ■■■m©z=mm■■ : ■■■■w■■■■■■ - ■■\\■■m■■mmM ■■■wMm■■■■■ ■■■■■m■■■■■ r: ■■■m■mu■■■■ r ■■■■mum■u■■ r ■■■■■wm■■■■ z ■■■E■■OM■■■ ■■■■mumo■■■ ■■■■■■wm■■■ ■■■■\■■\U■■ =.. ■■■■■\■\o■■ ■■■■■■■\u■■ MEMOS\■■\i■ ■■■■■■►mmm■ ■■■■■■■■\\■ �i . ■■■■■m\■■\m .. ■■■■■■■l w� . ■■■■■■■■■\'m ■■■■■■mom■■■ ■■■■■■■■Km■ ■■■■■■■■■■■ ■■■■■■■■\m■ ■■■■■M■■■■► ■■■■■■■■■■■ ■■■■■■■■■■\ ■i■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■e■■ ■o■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■M■■■■■■M ■■M■■■■■M■■ 011111 i1- a a _ar f:171117�/ 1