Loading...
HomeMy WebLinkAboutProduct Approval riurmu npuui lg t-oae vnune rage 1 oi''L R E C F 1 0 W" 0 7016 'tI7" ii tJ�uwi IntS Home i Log In i User Registration' Het Tapia ; Sub .aets WbtKasiors j FSC Staff I Lr5 Site MP i unlG Sw::`: i is 96,sin' , �- �rO ��C�f( ( r Product Approval J (-ra '0 USM PtibiicUser Regulatioo Product Menu >APPlieation Detail FL# FL389-R8 w Application Type 1 Code Version 2014 Application Status Approved Comments i Archived Product Manufacturer American Shutter Systems Association,Inc, !. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 { bfeeiey@easternmetai.com li j Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email r 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 Walter A..Tillit,Jr.P.E. the Evaluation Report j Florida License PE-44167 i Quality Assurance Entity National Accreditation and Management InstJtute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received i I ! Certificate of Independence FL339_P8CQ,: HV ACCURDIGW Cl iy0!VHVt'Z-Od i I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 I Equivalence or Product Standards Certified By Sections from the Code I f https://fl6ridabuilding.org/pr/pr_app_dtl.aspx?param=wGE-VXQvv-tDgvYYHH2VJVX53 mws... 5/2/2016 1 rmiva DG ming LUCK VI111IIC Page L 012 i i i Product Approval Method Method I Option D Date Submitted 04/29/2415 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description T 389.1 Bertha'HV Accordion Shutter- I Extruded aluminum Interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg IS- (top and bottom)for storm protection i 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL38R8 II A.SS.A.INC. Uz'-A,G.15-086.o�lf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D",Max span is 12'-7"for35 psf F".389 R8 AE Ka.-5.A, INC. P.E_ft_DR:`/C,1,5__i 5_pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-Z'for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max,span for HV3 blade w/o window blade for I installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf,See _ y sheet 5 It er spans and ASD pressures. _7{ 389.2 Bertha HV Accordion Shutter-Blade i Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 I(top and bottom)for storm protection Limits of Use Installation Instructions _ ^ Approved for use i :No FL389 R8 11r�.5.5_A.INC. DRadG.i 5-0Q5.p0 Approved for usemptsidewVHZ.Yes Verified By:American Test Lab of South Florida Inc. Impact Resists .Yes Created by Independent Third Party:Yes Design Pressu e:N/A Evaluation Reports Other:Large m •el"D".Max,Span is 16'-0"for 30 FL38Q RS AE A.%!j.A. INC. .c.R, DRWC., 12-085 HV,pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0'for+64, ' -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-O'for 110 1 p.s.f.for HVI and HV1A working in unison.See sheets 7,11 l and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 ! Limits of Use Installation Instructions i Approved for use in HVHZ:No FI.38L.$8 /I A.s.s_Ea_I(tic. cRL'JG.15-e$k:�gf s Approved.for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other.Large missile.Max.16';0"span at 30 p.s.f ASD load 1 &389 R8 AE A.S.S.A.INC. P.E.R. Dk%eG.15-084.Ddf for Blade 1 and 18'-0"for Bladen.See schedules on sheet Created by Independent Third Party:Yes I 12,25 and 28 respectively Bac{; Flex( Contact Us::1940 North Monroe Street-Tallahassee FL 3M99 7hone:850-40 1934 The State of Rands is an AA/EEG emotoyer.Gomriant?.�07-2(513 State of Flnrid�;:Pr'va• State- t:: s`b'1'N 5[atenaM::RehtRd td :sent Under Florida law,email addresses are pawid records.1f you do not went your e-mail address released In response to a public-records request,do not send eiedtronic mail to this en".Instead,contact the office by phone or by traditional mal!.If you have any questions,please contact 550.497.1395.-Pursuant to Section 455.275(1),,Fiords Statutes,edfe'ctiva OC,ober 1,2012,lecensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are pubic record.If you do not wish to supply a personal address;please provide the Department with an email address which car.be made waliabie to the public.To detemine if you am a licensee under Chapter 455,F.S.,please click here. i Product Approval Accepts! M®HE NA ` serttti,.•ss<Tr;w- I i I i https://flo i:dabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYBH2vJvx53M'�trs... 5/2/2016 GENERAL. (COTES: 1.BERTI4A ALV.ACCORDION SHUI'TER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D.)HAS BEE!VERIFIED FOR COMPUMCE IN ACCORASNCE WITH 711E 2014(Stb EDITION)OF THE FLORIDA ._._._____ --••-.--- -•-� EWILDHG C'OCL.'THIS ACCORDION SHUTTER SYSTEM SHALL NOT 8EaNSTAUrn AT HIGH VELOCITY HURRICANE ZONCS. TABLE-OF CONTENTS +n -T-C DESIGN WIND LOADS STALL BE DETERMINED AS PER SET'IKIN 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED RETNIIRF.O LTi THE JURISDICTION WHERE SINI'IER WILL CONTEN S BE INSTALLED WITH A DIRECTIONALM FACTOR KJ=0.85,USING ASC:7-10 ANO SHALL NOT EXCEED THE MAXIMUM(A.S.D.)LIMON PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. IN ORDER TU`nFY TME ABOVE CONDMIL,ULTLUAIE DESIGN VINO LOADS DETMONED PLR ASCE 7-40 SHAT BE FIRST REDUCED TO.AS.D.DESIGN WIND LOADS AREA A- HV $LAQES C & BY MIUMPLANO nIETA DY 0.6 IN ORDERTO COMPARE:THESE W/MAX.(A.S.0)OF.SKiN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 10&20. SHEET 1 GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER SMESSE0.A 33:1 INCREASE IN ALLOVIABI.E STRESS FOR WIND LAMS WAS W1 IlrFD IN THEIR" SYSTEM COMPONENTS 1-20 SHEET A11M.Y1I1S.HOMER,A WHO DURATION FACTOR CO'!JIO WAS USED FOR VERIFICATIDN O'FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEEP 3 BERTHk H.V.ACCORDON BHUTfER-_wCN'S ADEQUACY FOR MONO AND LARGE MISSILE IMPACT LOAD HA,(0,71 VERGED IN ACCORDANCE WITH SECTION WDEI.1.2 OF INE ABOVE MEHTKHED CODE AT PER TYPIC SHUTTER ASSEMBLY 30-44 SHEET 4 An.REPORTS; . TYPICAL WINDOW GLADE&wlruww DETAIL -HN MAW.0 1021a.Rt-03,d071s.01-03,110G4.01•-O5,11214,01-05.10317.02•-116.10609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS2MPROTOM-9 AND ASTM 15.-1886 (ygFA3• HV BLADE C1:AND FIV WINDOW GLADE @ AND E-1996 STARDMOS(MISSILE LEVEL D,VAND ZONES 1, 2 k 3)&11220.01=10 AS PER TAS 201,203&203 PROTOCOL$LARGE MISSU£ (WHERE APPLICABLE) -IN WINDOW MADE ED 1)030.5,01-08 AS PER ASIA E-1806 AND F.-1996 (ML450.E LEVEL.4 WINO]ONES i,2.3)84SIG PROTFICTIN ONLY ANO B 0725.01•••88 AS PER TAS 2.02 PROTOCOL. TYPICAL SKME:R ELEVATION &NODES ON LOCKS SNEET 5 INSTALLATION DETAILS A-F.CONCREVEILACK SHEET 0 2.IN DIADC 0 AND HV WINDOW DIADE a AID':ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE.GENERAL I17ARATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 NNSTAIIADON DETAILS G-M,CONCRETE/DLOCK SHEET 7 DENTE RMAFE DFIALS IN SHEET 8 3.BERTHA H.V.ACCORDION PINS(IN SCREWS),USED AT GLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL.BE 11422.75-AND 114.1:15'RESPECTIVELY,410-HT M19WUM SERIES CENTERMATE ALIMNATING DETAILS HV SHEET 0 STAINLESS 51EEL SCREWS WITH 735.0 W VIELC SLRQNt:TH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WRIT DERTHA HV OAUROSHIELD COATING SYSTEM AS MANUFACYVRED BY APPROVED COALING APPLICATORS. RE(WSTERED WITH AMERICAN SHUTTER SYSYL�ASSOCOTION.PINS MUST DEAR THE IN MARKING ON THEIR HEM. ENO CONNECTION DETAILS 1-6.CONCREVEELOCK SHEf.T 10 4.ALL ALUMINUM EKIRUSIONS SHALE.BE ALUMINUM ASSOCIATION ALLOY AND TEMPFR AS INDICATED ON SHEETS 2 AMR)3.MINIMUM YIELD STRENGTH FOR 800348 ALLOY IS 30.0 kM MID 35.7 Etat FOR MAXIMUM SPAN TARIM SHEEP 11 6005-45 ALLOY. ANCHOR 5CHEUUI.E-CONCRETE&BLOCK SMELT 17. 5.ALL STREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WfIH SO k;A MiN.YIELD STRENGTH AND 90 1,11 MRI.TENSTE SITtF.NVTTL ANCHOR SCHEDULE-CONCRETE dt BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411:3.3,4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8,DOLIS TO BE ASTM A-307 CALVAIZED STEEL,OR ANSI 304 OR 316 SERIES STAINLESS STEEL 1410E 35 k.1 MINIMUM YIELD STRENGTH. ANCHOR SGREDIELE-WOOD SHEET 15 7.SEE THE FOLLOWING SHL°ES FOR ANCHOR SPECIFICATIONS:EN BLADE!:: 12,13,14,15 AND 20 INSTALLATION DETAILS FA-R,WOOD SHEET 16 IN BLADE(D&Aa WORKINt,IN UNISON. 12, 1S&15 INSTALLATION DETAILS S-X WOOD SHEET 17 END CONNECTION DETAILS 7-•12 &X.WOOD SHEET 18 -8.THIS RM114 HN,ACCORDION SHUTTER SYSTEM BEARS A IIS.PATENT 46'779,562.COMPONENTS OF THIS APFROVAL ARE(XWERED,IN WHOLE Ox IN PART kW U.S.PATENT 15'468,179 ISSUED TO EASTERN METAL SUPPLY,Rx. AREA 3: HV WINDOW BLADE ONLY 9.R SHALL BE THE.FEMPONSIBILI Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OT THE STRUCTURE.WHERE SHUTTER is TO 8F ATTACHED TO INSURE PROPER ANCHORAGE CONMA41OR TO SEAL/CAUIK SHEEP 10 ALL SUTI HER COMPONENT EDGES WHICH RETAIN.THRU FASTENING IN CONTINUOUS CO4DAG7 WITH 711E DUAOING TO PREVENT WIND/RAIN ONTRUSTON, TYPICAL SHUTTER FLLVATION 10.EACH UNIT MUST BEAR PERMANENT LAI)EE.IN A VISIBLE PLACE MEN WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD p 4- ).A/WINDOW $LADE(�ONLY CENIUMATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTFER IN ACCORDANCE WITH SECTION 1710.6.3 OF FIDRIOA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SMD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.7.OF THE FLORIDA SWWING CODE --- ----• 12.OEDTTHR H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHWA.COMPLY WITH SPEOS FRAGITED IN TINS DRAWING PLtS ANY BUILDING ANIS ZONING REGULATIONS PROVIDED BYTHE JURISDICTION WHERE PEREBT IS.APPLIED TO. •13.(a)7W5 P.E.D.PREPARED BY DIMS TNCENEM IS GENERIC AID ODES NOT PROVIDE INFORMATION FOR A WE SPEf,YFIC PROJECT.I^WHERE TILE SRIF.CONDITIONS DEVIATE FROM THE P.Ui (b)CONTRACTOR TO OF'RFSPONSIBLE FOR THE SEIECDON.PURCHASE.AND IMSTASATLON INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.ED„PROVIDED HE/SHE DOES NOR DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSEBNTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THIS P.E.D.WALL SE CONSLDMED 4W WSO IF ALTERED BY ANY A¢AN UHE SPECIFIC PROJECTS SHWA.BEPREPA&-BY A FLORIDA REGISTERED ENCRNEE,R OR ARCHITECT W)"WEU.BECOME THE ENGINEER OF RECORD(EOR.)FOR THE PROJECT AND WILD WDA.BE JMf.FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELECATED EN49NEER'TO INC P.E.D.ENGINEER SHALL SUBMR to im Larm THE we'SPELYE'iC WIAW Ra FOR REVktW. . (o)ORIGINAL.P.E.D.SHALL BEAR THE DATE AND ORDGINA.SEN.AND-SIGNATURE OF THE PROFESSIONAL;ENGINEER OF RECORD THAT PREPARED R. FLOMMA BUILDING.C{M1E(Non NI h VoloCity Hurricane Zona �- '- 7/<Ai,VA� ®7.015 EASTERN METAL SUPPLY,INC. TTM S TSI* Accordioli Shutt stem w 1Nr. ■ ■ ■ Liv..BUdIEi w/OR W/4 ALV WNWIAADE can�/z Lk= iiLLtr T ESTI 0 a ENGINEERING COMPANY AmertAasoclatF r ln5yslems c. ; OLD 11-192 ,naTc D MAW�:13 16. 7Mono11(31151.16t,�7R91W:(305)111-1531 Pnone:(305)871+1370,.For:(xIs)R'n-1631 --4268`iVtYstFoatlB-Drive -z-------'DfiAWiNG No be �` c ,a:Lnt_oftdm a West Palm Beoch, FL 33407 S " s�,. ....... IURE/()ATE M RID4 U,9 44167 6,. ._.�_--.-.. 20 VARIS 1 491' �'7A0 ........... ..__._.-_4.999•-A IIX STARTER HY UNIVERSAL-FLOATE QUALIFIED R USE W/ COVERED UNDER US PA 458179 QUALIFIED FOR USE W1 HV BLADE(�) HV DIRECT MOUNT HV BLADE I EMPER 0 6005-TS ALLOY AND TEMPER QUALIFIED FOR IE W/ IN BLE 3M -SEE LIMIWIONS OF USE OF BLADE 0 ON Sw.-.m. 19 6063-16 ALLOYAD1 TEMPER OD63-T6 ALLOY AND TEMPER ................._ YY,(,„,......_.......151.5.9.0- ... in Arml_ .3, ............ -F q 1_"1757 C7)HV AD4, ADAPTER WJUP Ir T-1. --------- BLADE ,920 97Z QUALIFI:O FOR U I E-Wl HV (6)HV WALK-OVER TRACK BLADET OUALIFIED FOR U�[E W/ fiv H_ TRENCH j COG3-16 ALLOY AND TEMPER SLOADF I QUALIFIED FOR USE W1 HV 6063-1 � C (i§ RLMUGM(MR. QUALIFIED FOR USE VI/ HV 6 ALLOY A D TEMPER MADE(DI ONLY. B � 1) 6063-16 ALLOY AND TEMPER QUALIFIED FOR UAF W/HV LADE 6065--rr ALLOY A�'O TEMPER VAMZS BLADE VARIES 6063-T6 ALLOY A TEMPER ..............L eY P.-Oar oar Dnr *4 ;,0033.�2 F 060, 4 • 670'1 - 1. 0 14 1• - - i1 3.5 .... .......... Ly. HEADER/SILLL. 529, I HD CEILI I HV CEILINg.-flEADER 1 0 U8% ONLY D WALL HI DE LIFTED FOR M--W/ W BLA 1,ON 'r L V W BLAO A C4 EADF T6 LO AND QUALIFIED FOR USE W1 KV BLADE 1) -D USE W/ Hv C SEE SECTIONS FOR VALA) SEF SECTIONS FOR VALIDRY. QUALIFIED 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE&ONLY, 6063-T6 ALLOY AND TEMPER T2 (W. PONW - A - a-- TI 2' _2 .125* Tt @ 2- 3-MAI(. 1/0- F/V- Z. 3. 0.090r 2- 5'MAX. 0.192, 0.102" 90" zv 71 wx 0.1w 0. 'E W/ 14V QUALIFIED FOR USE W1 W ALUMINUM ANGLES AUR FOR W -BLADED QUALIFIED Usf-Yl/ HV -- BLADE 6063-76 ALLOY AND TEMPER Ell I ONLY. 2. 01139, TS ALLOY A146'TEMPER flAIDA BUILDING CODE(flon High Velocity Hurercane Zone, U. Y AND TEMPER 6063 (6 ALL 0 2015 FASTERN MEM SUPPLY,INC. Cf i Accordion Shutter System KV.MADE#1 W/CR'W/�o fM MWH SLME E /Ti r AwSwSaAll American Shutter Systems DESCRMT= DATE MA_ Z TlU.IT TESTING&ENGMEEPJNr,COMPANY flF em NA Ms.Su.Sl'_=%=ak pumm namk"lei Assoclaflon, Inc. I OLD 11-192 —4268-Wastroads-Orive-­ -2- --------- -Zfs- - - 3wsyaft 177 hu-C.'d West Palm acooh. FL 33407 4 WALTER A.I'luill Jl_I.E. nDMM U4.#44167 P.E. E/DATE SHUTTER ASSEMBLY SCHEDULE FOR HV (1) H V �A� 3/s f W z`Ii1N cr. {q�._ 3 TO B1ADE 7 Y i , cT1cE to a7s — i�e,oafi�'� Q tN RLAOC I � .� -- _ o6rs -Doss' ,.._ _._..._...,_...._._.___ ._......._._.................._._�_ � 3 ,( ! � vnNamv euLor. a5zv n4ywx x x IN BLADE 1A ti _____. ........_...__ .._.._._. _.._..._�_._..._.___.. I f :1 BLADE'S 0 OPtNA1 092 .1675' Y _.. ® HV LONG RECESSED NYLON BUSHING ;, ' �'� �� K � O.aa2 f a, ( HV _. IIR_E—SSED._.NY._L.._O....I_J._.RUSHING_.__..._..._._._....... L 1.i0 v n. r�i troRno / y0. !-LV NYLON HAT WASHER @ OR (0 • <•!N� � _II ! ! :r �'I�-'�`A� , HV WHEEL CARRIAGE AISI 302--303 SERIES / I I 4y q f � � �/ ez.6 So' X 0.870"x3/16" THICK 171.014 WHEEL. I. � l_y `° z 7/ N. Dao a.79UD O.iH8`LD AISI 302. SERIES S.S. RIVETS SEANNTiON BDWMN .._... .0625' 1(V 1 3/4"ACCORDION PIN W/ rj8 I1EA0 * EXTERIOR tl - !.(; art t�nvNECS „-y_— - oc!uTCA°•. Y2Y_ I D0• _. ....._ HV 2 3J4"ACCORDION PIN W/ !f3 WEAU /� y� ........... @ _...._ •, r. ...�. _ 11.1 r .a�,i'-.�, ! _......__.�................W—_. I _ " BerWUN TypicAL. MV WINDOW BLADE AND 42 POU-CARBONATE U!PACT RESISTANT HV WINDOW I I• M I �t POLYCARBONATE HV WINDOW DETAIL M1 39 i I L.L.T.S. QOR Q� 4� or 43 j...- ...._......--- JJfUUINOTE Nisg I (D OR Q� I kY..9YER MAK1YC869NATF. LMPAT�LSIL UYpY? BAROLON 3103 POLYCARBONATE 12'MIN. r.€ RESINS, UV-S(ABILIZED GRADFAVE OR SABIC # ! _..___._,._�_, TO ULAVE M INNOVATIVE PLASTIC LEXAN 11 REStN U ! _t c1 i I ! �..' (SEE NOTE "F" ON SHEE-L 10). , (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR I POLYCARBONATE SOURCES FOR HV 1(A BLADE. ( EXTERIOR ,v Amfl. * 1YNGR PR0FflM= STAMM .NAwmlvno M4,Iooeln¢ N.T.S. HY PM O2 DR 4T GDT1aE2aew (2) HY PIN (9 MAY BE USED IN LIEU OF (D AND ONLY AY EXT OR,.. EXTERIOR 80TTOM KNUCKLES OI' HV ACCORDION SYSTEM W H BLAOE'S KNUCKLE. 91MMnow �M AM M2 noa s7u/ D.o�S mr BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. (sEE NOTE* FOR .lyp.-�-- g REOUTAENENiS) r,� eau am a+oo peL wsao P� TYP: .-.. - Luavwi s1pn100W ni ww ntila m00 -,2.$M P.t -13..00 P•a- - - (3) HV PIN © OR 0 W/ '1/2' O.D. 1/16" THICK S.S. WASHER 0 ( � j FxDukk'w°'us AM UM "DPW""' "5.=P'1 SHALT. BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a i 1 11oWcxtp¢Do ATGn 0250 ae rT-w/. ,z Pr.m/a, SHEET' PLOW.ODtW ATM DIM 17.7 R WA R KOC yy� -��1RRIAGE DETAIL WE w•Gomm AM bar, D-1 Cm a1 CLAW AS.s. A CJ Y LAYODJ mrr x x" Asn!VIVID 1010 r Deo rr ATM Gov Tr"M wwwN Rnn ASM em 7302 1>•cl. am PRL. 1"y BLADE SOLID & NV WINDOW BLADE DETAILS A9Y810 PG,P� PRL. N.T.S. FRMA BURLQ) CODE(Non High Velocity {furtiaone done ®20l!5 EASM-M ucru sur'vsr,(+c, LtCE1� ..� !\ VgMo►N�. . „ ® Accordion Shutfier System oRKV.WWWHv. . �w/ w/o wiw eLA>aE. l At11 TILLTE TESTWG&ENGINEERING COMPANY ®PIC011 r Systems8SystemsT OLD11-1 2 4/3T 15 0.17 ---------- ---- Also In o: -----0208 Wesiroo�s b��ve— : —DRAVANC No Ph. :(305)67,-taw.r0.:(a0sp»-101! F�;• RID cr, —MUM West Polm Beach, FI_3W7 3 5•-085 WAIER A.mLrt1u.P.E. 9 SHEET P.E. 6t( URF/DATE `WAMA Lk.0 44167 8 4 20 A a c 0 CEI MIMATM -ONE LOCK Oil)or SHALL BE USED AT 1/2 OF SHUM.R SPAN FOR ANY SPAN 1I! OR 2 AeaVE OR 1/2 OF UTTER SPIN M 105"AND FOR 111111A ANY NY or k__a MAY USED AS AN INSIDE:OR OUTSIDE LOCI ON 1/4"0-20 x 1/2 Low RAT Hw s.s.ms.LwAnoN or ATTACHED LOCK SHALL Mpr ASDICATEO K 5 44Y,a, TYPICAL SHUT IF 0 ED.FOR BETTER PERFORMANCE OR FOR SECURITY PORPOSM OR V MAY SM AS AN INSIDE,OR OUTSIDE LOCK.CONNECTION OF LOCKS TO UCE P 70 IWAIII-I HALL BE AS_ ON NOTEJLJ�)ARME. SHALL M AS INDICA ON TYPICJIL SHUNTER ELEVATION. 3.OPTY)Nta Cb ( CONDMON ij OR MUMMMMUML G RODS E NOT REQUIRED At URRCAME POSMN,BUT MA -u4- o PE 1USFODMIF VISIMMI)TO EM"CE MLOCKIUTINER PERF11ON 1111IONCFE LOCKING RODS ORIAN ALTERMAIDIVE.DEVICEY MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). a 4. iiijjjiiijj� ONE W LOCK��)4(D SHALL.BE USED Al CORNER CCWVMTW FOR ANY SPAN TION. 9 AT F.LEV ANP .ATIOg Jiv I= or 0 SHALL BE USED A'AN OUTSIDE OR INSIDE LOCK, ATTACHED TO COX EN��(2) 1/40-20 x 1/2'LONG FLAT HEAD S$.U.S.TWO LOCKING RODS BOT? UM SM C AT TOP BE USED. TION OF LOCK SHALL BE AS INDICATED ON rr?IM SHUTTER MAITON, MAXIMUM SHUTTER SPAN 9MLL BE DETERMINED M PER SCHEDULES SHOWN ON SHEET 12 '"i W' M �A ELINAPON T"': 0 D A A T T, TSHUTTER M 111L FY.'TION i!V!~SHEET 8.ONE LOCK SttAt2,RE tai'"ED AT TJ2 9F SEHITTER SPAN 4R TWO A OF 6.MAN • ONE HV LUCK or or SHALL He USED AT 1,/2 OF SHUTTER SPAN FOR ANY SPAN Oil 12'ABOVE OR BELOW 1,/2.Of SHUTTERSPAN FOR SPANS Up TO W,AND FOR SHUTTER AT ANY ELEVATION.W LOCK @ or 0 or"MAY 8E USED AS AN INSIDE OR SEE END J --------- --- 0,OUTSIDE LOCK,ATTACHED'TO 0 or C)SYMMETRISYMMETRICALCENTERMATES W/(2)1/4-20 x 117"LONG FIAT HEAD s.s� ix CONNECITON M.S.LOCATION OF LOCK SHALL BE AS wwiza ON TYPim SHUTTER ELEVATION.ELEVATION.USE or LOCKING ADDS Wj DEMILS ON OR TOP AND BOTTOM IS COMPLETELY MANDATORY,514EM 10& ��- V 18 TypHEtT..FULL OF CORNER CENTERMATE ONE ALTERNATE w Ir I= MkY BE�Irq IN or w OR FOR ANY 4PAN AND N.ALLAM AT ANY ELEVATION.ALINNATE LOCK 61 BE USED AS AU INSIDE 0 IDE LOCK OF LOOK 6 INCLUDES USING REINFORCING . ,AS SHOWN ON SECTION�HMTG, HEEr 9. ZA14TMVW Wly CONNECTED TO CENTEWATES 0 AND W/ 1/4 is 20 x 1 1/2'LOM S,$.THMAM BOLT W1 7/8*0 x 3/32' -@-@-07 -(0. WMNUT OW W1 1/4'65"20x1'.:SS;M.S,r1M A /4"fx'�6/8'-flfffl CK MAY-11E INSTALLED AT)ADSPM OR le.-- - - - - F S 60; M&VMM AMIE AND.SLOW MI PAN.USE OF TWO LOCKING TOP AND MTOM IS M0"TORY. Mki 110 LOCKS & CENTERMATES: GIMMUMfIl 0(51 U Caa I ONE ALTERNATE RD LD" MAVC USED IN M OF PICAL M'Hv BLADE SHUT—TER ELEVATION Ii;LOCKS OR�p FOR ANY SPAN AND INSTALLATIONS AT ANY ELVAIM.ALTERNATE M U"UjjAy BE USED N.T'S. AS AN INSIDE OR OMI&LOCK.ATTACHMENT OF HD106K(a TO 1A IS W/3 is x'3/8'M.$3AAS,940 IN&UDm RMNF`ORCEMENT NSM AS SHOWN ON SECTIONS HDB-4016 AND HOC-TivC,MMT 10,LOCK Mhy-BE'INS][X=AT MIDSPAN OR 12'MAXIWUM BELOW OR ABOVE WOMAN.USE OF LOMM RODS 0 is COWURLY OPMUAL F Urricane ort MA Bum C ( on OE NLy A. 0 2016 c4sim METAL.SUPPLY,Iw_ �GEAfsll 819RIWAHVTm AwS.wSmAN Accorliou shutter system Kv. #1 W im wA ity. wx hutter Systems -OF 77WT TESTING ENGINEERING COMPANY V,)k pmano am meLML STATE AzaWatkni Ino. ------ V-MS.MOM"WOM FWM MX OLD 11-192 y1jZ515±M 4/ S— nW — iY� 3DRAWING-N West Palm Beoch, FL 33407 3 WAL=A.MUT Jr.Pr_ 4 15-08 FLOMA Uc:0 at RES40%-/DATE SHEET- - ___5 OF 20 r........._.._.._�_—z- I .... '............ ..............................J«I i IBA.fi41poloN o POURW «...•.CONCRETE ANCftOfa;' NAL SUIMAT v -,� Y ....._r.�1�OR �y1Q 11 r I 10 tU47 CONCffETE (SEF,SCHEDULE UtM S410Ef 7 3) ,. ro u ra P3F• r,w EXWNG Nar.s.KMA E ON y REO'JIREp ,.�'• �O �,vy p�5>___� ymn Irl 3 • .. ...`y ._-._ .. .... .. ECGE OF r uor..rte„ana. ,VSB .'.BAR IF r rN P Io rrn _ m uxa 9 — Fi U•- •• APfUCldllf FX!SiTWC/; w.•tstl:d(� \ � arm 111 � I f I I j p55.. ALIFRWlTt" I: ORSM0 I t_ i-{M)U4_-/4"HEX WASHER MAD r 1 11 OR1$ i 3/N Ifd,. YEA SCAEV:S 0 12'O.C. 1 _ _._- o _. //-/� FS 0 IOF .._.CQNCR(AE MUMS AN "-t!) / APPLICABLE (m SCF(F.UULF.ON SHEE 1 13) EDGE 01 I �I I .,LAB(F EXISTING I I- EDGE OF----'��.. / 1 GyA$0...._....� I...___.!,_. _Lf.X MPLJ,.A9LC •,� _ _ I 9.A0 ff / I, zT/2 •1.... War:OP na0� 'U�' -_ L:•O. .O �� POUpt� FIAT MEAD CONCRETE AN('•NORS ' 1b a,Ias{SCE t ,•r POLO - t_�— CONCRETE ..'mRDIAE u1 vAET f / / COM E �0' SCE SGIENJLL ON SIiEEi th) --�t1 TCP WOE IDA`Tl I .' , �^ p PQtn+x:D•-.� __1...... _. ....1 ..._.L,.......L...i__... REQUIRW FU%l HEAD CONCRETE ANCHORS ' Iw sct�In ._i 1)OR Q/.j CONCRETE. HEffJW mi+1FsU)m dj REUUMRGO _.--E.D.• ----._-----£.0.,�... -'(SEE SCHEDULE ON$TOM 14) 9.TRENCH INSTALLATION ._..... ......_.......1 �.. vAUD ONLY Fort uP TO•r70, -Ts rst•A.S.D. Cl.) HV FLOOR • INSTALLATION j HV WALK—OVER INSTALLATION °`HED HE g3, SHM11NG FOR SPANS PEH (�7 11 HV UIL,ING INSTALLATION Cuss _. caacrtErE aHtatDRsCAM _...._-� I 1 (SEI!S MEOlI1F..ON' t/4-0 GM WUXX TMO7r1 N/ �.._� To wss _.„_"w_..._........._.__...,_.... �.,...._....../�,.,,. SHEET i8) NHNIG'A RWGBFaAI ' War"�_"...... 1 1 _ E7OSTINC EXtSRNC---i - F.XISi7t4e Y"__._..__.__.�_...._..._.....____..7y_..--- `E.CIOICLOGY 01/4b WYRtS I 1/M1- CJJuS y) �, CLASS �(sa vnlrs Ox vac^"�T II) _....... 01 F,6(F]'314 M.Y'R'4 F�Ot�17CI O NAX. ......_...._. a 1 �11 �UM.'"ro I 0.C.FOR lM TO AIE SPAN RD '-1(S�tt1�0%Pf(dI 44 I1) .i 4 OC AYB r I FOR 5T IARCIA lip" nrT e'-CuPio8'-Amo Nati t 1/4� I j'' �V st'AMT A7 MITT FxAOKA IEeD CImJ i NmE(7tutmtauir�od i _ __.-. -'i WASHER trtnD E coNE W'unNr PIK IEx SCREW' ..-.- 08 � 114r3/4' HO(NEM ) 1 31U• Fa 12'O.Ra 1 8' L:/ N[5 TEN SCREVIS 0 9'D•C, j ”" 14X3/4`3.0'. ) G /4 OR 1/4'0..20 S.S.M.S. CONCRETE pFIGICWS 10 .. ._C':.�_ iy0 Y� ]�Z 3! -n�1tIY O.C. ' e A'O.O. ___ Max,Mar. - '. W/NUT 4➢9.O.C. i {S'EE S'CMF.OULE ON ., ) .,.•.-^_....:.._. 1 .: '.�•,",••: i SttEET 74) __ ••:.. WALL TF NO(!9om".t1L _ ♦TrA___....._.. 17 oR 1�82.oD"lAItJ.' "WALL TRn(oEcoRXINE J) EDGE OF / 81423/s'F.H.50.5. POURM m Rm I _._....O.AE3 p: / ! e 9.O.C. •., :,:.. ...,.y_., •. R QMED -1 7JB' •1 7/8 APPLICABLE �' ..l,A./..._ ._. CONCRETE ANCHORS 'SEF.NUTS 13(6) Y D -' POURED,CONCRETE-.... _iS�E SCHEME ON ON SHEET 1 ON c..}th:Et-I ) �rtyc� _..-.. .0. .- -- QIWNCRG(E BLOCK SIIEE•i fd)RED ORUCANCRED�-BLOCK �iIA�1`AxaYl. - - oPnoNw-., POURED i1EO 11RtT1 y �Mp NO,�04_n W 1®T}Otd (� HV y�/M FLOOR I STAU ATION HV WALL WALK-OVER iNS FA�LLATIOiI MAXWJM S)MM SPAR B•-r RMUIRE0 Q HY—MNGUARD INSTALLATION t rrarE INS II'MAIA11ON SWLLL OE NOTE MR CLRA01t4om OF S§fCj Jy A E.D.n EDGE DISTANCE REMOVABLE IMEM PERFORMRO 1-SES SHEET 4 ftNi TPSFE (SEE SPECIRCATMS ON SHEET 13) Wil'TOM OPERABLE EXIT 4 1fjAT10t75 FUS9 E F'OR . ASMIBLY 7vA INSTALLATION DETAILS VV f « HV BLADE IN AN WAY•0 s�imo"As CAN — FLORIDA BU1L[}3NC CODE Non High Velocity Numcone Zone Ptl 2015 EASTUN W7AL SUFML,INC, R..:.f..... oQ �GENSF'•.�) A � � A Accordion Shutter System � .t �. .tr�c: s • ■ ltv.els1 w/�w/o Kv ettoav t American Shutter Sydems mv.w as=PlwN VAORM N. ul !S - Tit. TESTING& ENGINIM rMO COMPANY TATE DP Assoclation, nc. T a[o n-1sz d/13 18 WE4/13/ 15 WW N.TR BBN.St.51e=I.VIG M W .FLO.371 DRAWING-No- ----- � rmot.unaoowLwm West Polrr( Beach, FL 33407 s rJ`Q�J rE ............�lj ` ®-DM8719 4 q R3NAL IAAA+� MITER A.TLW 6ET.P.F s sti _ PE StiS/j 8f��%RE/DATE FLORIDA W.g 44167 a SEE END CD C ` SFS%NOT ON LOOKING 8003 Q,FO'TACKS(D ar Q �____...._. ST,�LLATIOPIS WJ Cj) HV AND WMIAtE1WLOCK�SNSHt1!I- L !)LISTING ctA:h.• cJ 81.0E 5lAGK oerNL INF 15 YNIO FON AL1. BLADE W1 HV CENT RAA TES CUMMAyU APPUGA7ION MTN OL/WEQ7 I 10: In tp•p�ap+po. -EXISTING ClAss jXMI ONSNEETS TO & 18.1 ! p„pap,p-p.0'a-..__ __._.._...__...._...__...._........-.... 2`k1•xl/8-xa.._2 1. �,.p�p,.p«,p,p ,/4• ,- ,��u �•. (OCO3-T!i+YLO•n ALUM. OPPOSING �� SYMMET&y_C,& Amle w/(z) 1/a'e 7APCON ,/2' m p• Lip AN(.NONS TO CONCREW. MEI TER ATES CENTER gTE5 MIN.SET'AF,ATIa,i (TDP/o0770M)h .. taxa �'S.M.S.W 1T TO GLASS- t L:tl(K.._. o {•,)g,O.t/z'SMS.10 n,Or 1 C,rl1Ll.(ENGIiT. Y(/.__Hv �0„CxK._.. ..95__ 5 ��Y tsFE SCHEDULE AT EACH ANCAE.(Il'P) I �_* ON SHEEt 13) ............ E .-K ..................... . ............... --- ................... ....... 0.. '�• d UT « �paea.�oa®�n,n.paN -p G — p.. � g HVB HVC 10•l'JU ip+t 3 ca ip..�j ua HVA ©on®a©•Ocrs gpca l o+pan PO,INEa CANCREtE ON �iQc�'Q'of-@ 7O'per, ) 1 OR®J^'+p•px+©'p p+- - I EY.w”LONG CLASS r NCRECE @LOCK WAIL IS1NG G.pmp.�m��®wr I G-5--...._- -------___ _.c1«O`p���O � UM.SEPARATION _ CLASS Y L31 1. ( iN�] TO GLASS 5 8 •. sant . «1 �asTN CENTERMATES. B - - . cn T $as$ ._...._ __.._.. ._._.___ __---__.J ctn * ® ® O O (s¢scHEOULe { an « * W� HV LOCQK 6 OPTIONAL. g wl 9+ on 1 5 ON SHEET,1) wN...w.teAnaH ® '�•�, .p.. 3 ._ (INTERIOR) .l'.y' Q O'O TO sGLASSuls t� _ r .• �p'� (S(SEE cHEDIN OTMO _ — _—___._..._. _—_ — -• ____ /y SHEET „) (INfEIt,(>N) - .._ _._____.,._.__..._......._.._-._.__.._ _._.__---..._.._..._..-___. __._ So RtJE Is, 10 VAhMES OiJT (,ffmR) HVE {�VF** �D ROMDA BUIRMB CODE tion '8i h Velocity, Nurricone Zone ,/1111 1 Ullpl Q 2015 EASTERN FAMIL S,JPPL.Y,INC. 13BRI 1A fiV,� cEr�' y q Accordion Shutter SYStem AwSmSmAm P6Y.V_40E*#1.W/CR w/04M'MMM BIA X jC �� 17r;{rz Ttt.L1T 4113 TESTING&ENGINEERING COMPANY ATif9f�C00 Shutter SySt6RTS - Oexa�wN 13113 a /T3/ DRAW •- ave.St.Sy.-A%vMGM awoo m kArt=3310M' . Inc. .O1D 71-182 < 11M11M .15 Aeaoclat on kntoc -- ---- -- -- -- - - -- - --- - -- ------ 5 anwa_,_(aocNpf-,aio-,-cir-'-(so6)sz,-,aa1_- -------4 Palm Beach, Drive-__.._ - sdr' SER-MGo.aaoa, West Palm Bcoch, FL 33407 3 15-085 iy��1FSS f0 {VidjA;d E/DATE gun L MIT 144187 e SHEET or 2 ....._...._._� .- .. --POURED CONCRETE IJfl �REtE POURED Cq 6YJETT RETE \' J / .. PO ED coN.. POURED CUNCBEIti OR V^ / OR CONCRVE _ .! OR C WAI.L.ti BLOCK NAIL REQUIRED �/�\ _../..».CUNCRE':IE ttLOCK WALL ! BLOCK WALL REQUIRED ULUCK WN.L REQUIRED /..........._._. v' REQUIRED / �....Y..._ r EXISrtNG GLASS �fXISRNG GLA.'S {� -1.'MIN EXISTING O1ASS `(X)NF.Ftl7E eJ•ICIIO 16"O.r,. MIN.%FAMRGI' �' -'�--•_7 r� -' 1 7 MIN. TO GLASS(SEE VAN.SIFNV11tXJ i AFM.ST AMi10P1 61Q1 S kNA110N SWEDUIE ON SHEET SCI=(SEE (SFE .. 'IU CllS'S( E EO EQ 1Tt CLOS(SEE _.� ... I FOR MAX 09:0L 'TAIOU4F..OPt S,F.F.7 1/16"x3" ON SHEET 19 FOR ()FUR EI.aDE�N81 .111 FOR BLADE(DA`rn _./....___._._ ..............-... 11 FL'ft OIME(()NO (O(163-TG)CONT. WoES(D&Q 1 ) ,1N SHEET 19 1/2' _.........._.....__._. ;FILET 19 FOR IODATE aY '� C S,h:ET 16 FOR M.VM.(X.QuL•'R 1 I , RlN1F5O•k & o& PLAW,(LOCATE IY(IFI IF.T2 SIDE . C� 7 AT EITHER 51UE MM» .I T J2•M1-IN.' (1OF(D) (AS N+PUCAOHltIfz)"x%W">r1X 10x/2" /U'>'0•-•%" I� _ �.<.=..'.._.. ...". -- S.M.S.../ ( L r' ALUMINUM CLIP ANGLEY- �IOxs/2'S.M.$.._ M 16'O.C. �.............. ..._.... -..._.........---.........._._. .._. __..__...__.. .. (BOG:!-T6 AL1AY}AT MIUHOb"Nf,, FD 16"O.C. �1D%I/2. ._........... _-_--__.....__.I U... _ (1)1/."P TAPCaN9 ANCt10RS TO WNL.Al I"O.C.(l.0017E AT ._.--• .- SEEDEJAIL X FCB.I OR OTHER SrX OF(3)) 1 OR SIDE CONNECTION -_ ,...,._ ... OR (WSf.E DETAIL X TVR.� d'oR jTO'TRACKS SEE DETAIL X FOI 4 _ SNE CONNECTION 1 �a, o 57-8 0-&0?-(a> U m•®" SIDE CONNECTION •tds9.6• 1.SO TO'WKS ®gyap�®••O�3n^©-0- •®m • 1{ To TRACKS ®*®•�,Q•0 0.0.®„0 64p _D0 ®1 •p.@p®•U•®- I — e o.00.07v ®. o•®� �•+�«�•��®•®p ®•��c�•®�a-gyp -•�:�p ��•®��•� c�•a�m®•®p®•I�m�•� .'.�Q(0.0 END CONNECTION DETAII QO SND CONNECTION DETAIL 4@ END CONNECTION QETAl Q -END-- .Nf.P�(� '--- _. $ltEYIUiRED ONLY FOR SPARS CREATOi THAN 17-0" - POURED CONCRETE DR EXWW GLASS CONCRETE'BLOCK WALL (OK(I�SnI.� 4 _.._.__._-__._..__...... 4!�• � REQUIRED G.fes _.._._.-____....._-.... .Cr_ 7 a15J. AcvSSRATION 91 IJY 5.M �t'AH�SFPIIC�wv1 (1�y.,` / �HEDUr ON EE •6 ( V � �--~—_V~__�-- --- fi OR®ORS�OR W. 11 FOR I9/l6E WANDCON •ETE 1/2. MIN. SCHFTXIIF ON,itE17 -. ON SHEET 19 FaR ANCHOR a - 11 I-W WDESL -.-.__.-_......_....__.._..._ Olt17F5Qk 17. O.C. -._ BLADES 4DR FOR 0 OR CONCRETE ANCHOR 1L' _1 2 NTN. • _ I( 4 O.C. OR . 2"F9N, - _ - 2'MIN. .. - - 5th LW ATKRiS OF USE FOR.._ fj��ry� ��'�, +�7�_� 5 UIME�A ON SHEET 19 �� �t7�� ®• PLAN 9A.IX �OR �` POURED CONCRETE OR __._.._ .. ..-. �m®a©'7O"•QU'^lK'�y•®p --�T o0m®^•®.�, •®a . CONCRETE UTACK WALLGl,®p®•®m©•Fi.1M REQUIRED ��'' 4y ©•o•S�p©•�•@p B D WINVIN 0 DE ®`�"�'�'��, ®•®-�•®�•� ONS EOR C9L�CEi�TE 6LQCK, WALL. END CONNECTION DETAIL(5Q O•®p®"®�®�4TM®END COE�iiQN DETAIL 6 0 0 FLORDA.BUILDIN6 CODE Non High VelocityHurricane Zone SEP lE?2015 E/SIFRN METAL SUPPLY,T1NMC- QIGEN fi A.c+cord on Shutter System A. . . >� tiv. WV.oe w/Q tiv:�wa+r HLACE Amerldon Shaffer Systems w wsrmanm+ DAU :OR"N mf w c TILLR TESTFNG &ENGINEERING COMPANY AssadQII np F_Inc. t OLD 11-192 4113/15 DATE: 4/13 1s S STATE OF g' ss50 fu,ism.St.,see.MS,VIRGM GNOOM FWMM 3311af --------_.__----.---------------------------------------' Phwo I{365)0lwlato-TTrc(msNLT1-ns,,.—_-_---4268-1Nestcoods__DAve____ 2 DRAWING-No----------- O q>.` -.Wk U1bty MIwM West Palm Beach, Fl- 3.340.1 a. .,,,�N .......�N6\1 WanEn a°nu�'��.P.E . 15-085 ��r QNAL .�� FVAUM(m.9"167 D SHEET P.E. 9'(�6j-19C61URE/DATE 6 10 OF 0 MAXIMUM SHUTTER SPANW L+"OR "L-' MAXIMUM SHUTTER SPAN ?AXIMUM SHUTTER(rt.). FOR INSTAt.AI10rv3W/ S�L OR "L-" (ft.) FOR R "L-" SH(ILINSTALLATIONS SP,ATI*'L+p mtsrAtlartoN tero-NO -'-tVS.1-�� CENTERMATES. & ar or INSTAI.ZATION5 W/ y7 CONCRErE& (1)L-t,.MAXIMUM ALLOWABLE SPAN FOR A ON" Wj DNF.. iLV. COCK or ' or ar �p j gIS is - W00D t & W/ONE HV LOCKS MAN.>URY PDSITNE A.S.D.DESIGN PRESSURE RATING. HO LOCK 0 W/ NO LOCKING RO05 or ONE HAL ar or 0R W NO LOCK1PtG L MMI ALL09VABLE SPM FOR A GN CN NEGARVE CETJTF,RKIATE3 & W/ ONE HV 'T• W/ NO LDCKING RUriS \'J UDS 11(1 f WALL A !S, C, D.E, M, h, a. P. G. As.D,DcSfcN PRE SURF RATING LOCK @ Y!/fW0 L.(IC:KiNG RODS TOP & (SEE NQT'CS ';t#) MOUNTING F, K& L R, 5, &V. BUT-TOM ;;EE NDT'E�` "1 (VALID FOR NOUNWG(@ (2)PROCEDURE TO DETCRMINE MAXIMUM SPAY FOR stiCEr 7) FLOOR/CEILING G. H, 1, 11, J WALL MOUNTINGS TOP 801"IUM) OR FLOOR/CEILING: CgNCAL,'TE At WOOD 7, U, W P4 X ( / CONCRt7E&WOpO 1NSYALLAttaNs C} MOUNTING nwU '"N'v+ ,•�••'•'•• wuawr tXitNYtl:''R. .... & M _ .. Asa Aer�w sr .1 TIr,NY ny.n ut" iNSTALIATIONS CIVEN A POSfOVE ASO.0010N PRESSURE PAYING, Y/At.t.MC7L'NTTNG ELOORJCELwG """+1 Wr L tutu C. mmm DETERMINE MAXIMUM SPM'LF`FROM SCHIMLE, foas.) tA9tINTiNC, la• ) RbOR A RAIM 2001;lCEiDNG a(tRR7/7t10 G)VLN A NEGATIVL A.S.a,DESIGN PRESSURE RARNG, {«ax•.) _.._.._..._._ lcatuNc maf)RRNG G'>*) OR -----._-.-• ...................._........... S�'A-) FLOOR'••,-,ral.RYtQt1A Durf uRIE MAX)MUM siva'L-'FROM S(�1WULE. (•aA 9 L*s fn1 (-{81 L J (A) 't.-tN .....t.+-.{q} L-Aq t-r n) '..�-C-.(t'tj.. �} TANTINUM SiitTT7FR SPAN 'L^t"OR"i.-'EYtx 30 OR Lvs� Is'-•0" Is'••0" 1G'-0' 16'•-0' 34 16'-U' 16'-•0' 30 16'-0" 16'-O" INSTALLATIONS INTO WOOD SMALL Bt iJMITEO TO FINAL MINIMUM AtLOWMAX SPAN IS EQUAL TO THE __.._...___..............._.. ......._..........._....._........ -. -.,_,,,T, ...,.._____.._........-_ _.„__._ ?OS PAL AS.O.OF51GN PRE55URE RADNG. Mlyg.(1)M D-,TERMINEO SPAN BETWEEN "L+•AND"L-". 35 1R'-i0" 7d'-TO” 35 t5'.-2" }6.-i0' aU15`.•F" ..... .........__...__ _. _......-_.._._.. .....__............. ___.�,.._._....._......_.„_......___..._.._. .„._2. 7U +.3'-10' 13'�-10” 80 !A'-2" 75'»7." �.........,...�..�, (.) NROCEOURG TO UC't'FIYMINE MUXIMUM SPAN FOR 45 f3'-1` 13'-f' t3'-4" 14'^3' 45 t3'-f' 13.7F" a5 13'...A" ty-3'' f tSY CORNER CENTFAMATE#3 MAY BCUSED A7&L WWONS IN(3ETWEEN WALL MOUNTINGS ...._. ..........».. .... ..............__.................._. 50 "-5" 12'•-5` 12'-II" 13'^•T 50 12'-5" 12,.-Sl 50 12'--3" 1d'.-1'•• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIpN5 77 BOOR Cf1LiNG MOUN17tJ'„S: -" SHALL BE AS INDICATED ON MANDATORY CONDITION 2 55 )i'-7" it'.-ft` • FOR A(AVER POS1TIVf:ASA.DESIGN PRESSURE ......_....__.. 5.$MEET NOTE 5. ._.. '-d I1,_q• -4' CA() fI'»-." li'-•A" 60 10'-2" 19'•..11" � ftA78JG; .._. ..... ... ......._.,,,_ 65 '(0'^10" SO'-•10" tis �-. ....___...__ .-..,...,,.,..._....._._......_„... �.,...__.: _•�•,_• LI+"'MAX.SPAN FOR VIAL MOUNTING INSTALLATIONS, ...._..._._._.._ .�_.__..._. 70 1tl'-.G^ l0'-8` 70 L2+-MAX.SPAN FOR FLOOR/CULINO MOUNTING 75 10'-i" tq':-t" }0`^•i" iT'-7' 75 tq'-I' y70'-t" 7S - B'-g" iN57Ai.IhT10N5. R IU "'-_ :'i,••-• j't L7(CEP'I THAT MWMUM SHIJOL(SPAN'L.'OR __._ g'-t0' '1.-'AND MAXIMLRA A_S0,OMNG PRESSURE RATING FOR FOR A tAVEN NEGATIVE A.U.I)Ea1GN PRESSURE 8:1 9'.-G" 9'-G" IMLtTAI,lAT1(N(S INTO CONCRETE OR fXiNCREfE BLOCK RATING: 90 3'•-3" 9'-J" 9'-S" 10'-! gD 9 3' W-3" SNAIL BE LIRTED AS FOLLOWS: DETERMINE: �•. -"" 1-- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING iNSTAUATiONS. 95 9'•-0" t1'-D•-•8'-"2, 9•-t0• 9$ D'^D- fi•...0- UMTTE-D TO +64,-72 - L2-'7 TMX. SPAN FOR FLOOR/COLING MOUNTING .,.._._.....___.._.._......._......... _..- _.._.......___...„,,........._..._.,...._. p.y.t. MJD 6'--0` SPAN. SFE 1 CID g'..9• ,_ 9'-O' g'-7' 74U B'-9” 8'•-4' MOUNTDfG&ON SHEET 7. INSTALADONS. 1q5 iJ'-7"......_..7'11 71" 111-9, g'..:4- 105 s'-7' .,.Y._......_........ 110 $'-4" ^7` 9••7' 9'••2' O O'.-4" 7'-7' FINAL MAXIMUM ALLOWARS SPAN IS FQIW.TO 114E -..-._115._.... 8'_2' 7'-3" • 8-4' W-11'� -� LI118__ 8-.FT T'..:3' MINIMUM EIETWEEN "Ltt","t2+ "L7-"PNU-u-'- a'^2• B'_g 2 -- ___._ SEPARAJiUN TO GLASS SCBEDURE 129 s'-D c`-it' _..._..__.,... (4)00 TO ANCHOR SCHEDULE VO4 FINAL llr1XIMUM ILS 1" AU.OWABLE SPAN AND NEGATIVE A S.D, DESIGN 7•-f0" 8'-t" PRESSSURE RATING TO DETERMNE MAXIMUM ANCHOR __..____.___........_.._.._.......».. MINIMUM sPAsLUG. 135- ...,7_)r_... ....-g+..2.,... 7,`^g�._.T��'_ 135 T-T G'-7` .. WIND ZONA 140i-sa srli r_7•- 7_.s 140- 7's s i;,_ SEPARATION _ __..__. AS IM E-1986 Tay 7'•-s" 5`-e" 7'^G• 7'-3 14B r,-a" 6-•g" TO GLASS 154 7'_2' S'-T T-d` 7*-4' ISO .: 155. -T-,p'. 5'•.:i .7'72'. 6'r9'.- 7!-0'_... a,`g. 1--THRU 3 16a 8"m7 t" 5'-2` 7'-t' s•-7" - TBS -6'-t0 T-0 6'-4 Tfi5 8'-10' -T' 170 8'-A' 4-Tt• W-11' B'-2 170- 6' 175 s'-T d'^e' 9'"•A' s'-•0', 175 s'-T •t`-9 180. G'-B" a-8• G'-g• -t0' E23a e'-•0" 4'-$' �.�, �'•� T BLADE 185 G'•-5' .._4.": _6._,,"`�• ft15 s'-G" 4�_ ..» 190 6 4d"_ d'-5' s-8' 6'-G T9a L61_2r- -4—5' 195 _6,-3• ...4•-3• 6'-✓J' S'-5' 195 290 6'-2• 4'"�' &'-d. 5'-3" 200a'..2'4;-1' s+-3" 5-r 205 a`-t• Now IPJMNG CODE{Non High .Velocity Hurricane Zone riuNri1r11Nt/f 0 2015 EAMMMk SUPPLY,INC. �/ t1L E .trot.7�C. A ,7 Accordio�utt�er�System w'. w w, � KV.RADE#1 W/oft W10 R.V.WWW RACE TILLi TESTING Ec ENGINEERING C019PJiNY AmarLCoA Shutter Systems ;1 PtRNF oAW -DRA FN Br:MRiY 3m YKIC a 6y)M t1.t7A4n a,i1 ASSOCTOtIOq� L11C. 1 q,.a 41-192 d 13 15 DATE 4/ivis ., q;,,.;tai f-ts3o-S"R (3F)5)en-t6ar-__ __.___-_ 26£i tt� A3t Lds Drive_.. 2 s �Y ti - DRAWiN(; No._v ..---_—.--. o-ma8:0kcarledxom West Polm F3e9ch, F'L 33407 v 4 15-085 off'. AZOR1�P '*,:: £N-t%l08710 NMDA TI 1 411670 - s SHF T i l c EI w N 4M1�z . �¢ ossa, 1 rt•�n d +�') .i oatclffo r��if0 a..Eel ` 1 t ar51a� ( w m 1 � I R n o In _` -Imo?r mm3m miolp�<e�nil ijm`:,I !!<{! I I M i l t l 1 1 1 I l t l f l ijl;{! 1 1 1 1 1 Iiilt 1'1�1,1 t.C Ct I 1 i`�+,.141 M+1 1 1 1 1',il 1 llt I I il'Ii1 I !,1 I p a mlglm�lmlm'm um ! 9imiMl lm`m m hir4< < 1 Mill+nlwti+ll ol{ I I r I,lf 1<i, Itr ntlty I M 1 1 malt �3 O nln e: s IRE m 1 +a N '.. I ? G O I E la+.'Z o m mlola ?m mm Im m:a alm lA w a; yy ! m mM �1 m a a uu�f m v1 m m �x 1�t 1�;n 1, I+M 1 1 m, {' W m I "1 I ! 1 0 l^ij?i+ p < M 1 l 13; l V m 4 m cimim m�mimlm mim aim�+m mlm o m m m}1m3.,n n mlm"�'a m�m<m a!°,�S,i7j.m v m�a vjp nlmi�.r n n A<1 n y,t 0 �•� I$a,mlm o mj¢mla mim`ml¢a mlq�q a m ni a!,aia m 21 m'tim:� `� i$a!mimlm mim+mlm mlm3alm atm:mim aiv.a m m3mia a a of-m:-lm aEm m¢m mim€m n m�6 q�m q:a m m!�q�m n�',�c'�tn � Isj m�mi mia mlm mlm a mim m a m�m m�mia�a m minim mim m m m m,m m mlm m m��m m m n o m m '�'timlom iim�l y3, II :31 i,l l+,t I a 1 ! 1 1 i i ill'+-1 1�1`i jl :'1 .il 111 1,1 1 1 1 : I�1 I 1 I Ill 1 11',i 1 ��I S ml¢Ia m>a mjmlm'Iloll , 1< 11 '.3i`1 f i t :i1 !�1 111 1 1 1 ! ! Illit 1 1 1 1 1 Ilr 1 1 ,ll 1 1�l 11 fill, d F'i m'a mim n m:m p mink,flxl<?� n 1�, sin Ilf !il itl i i I 1 i 131!1 I IiII1 t it f 1 1 1 I + I i t 1 111 I N g in' 8 (^mIm m`o a a aim azo a�iq�'m Mlm M-< 1 Ilmil lit till ! .il`ill J�l�+ n m{me wlm mlo. ieiwnPiew Mwa°a:Mlwr�m Di>r Mi 1?jM1 I 1 ill I11?Ilgl 1!'1'i<, ; ,`1 11 , It! i llit .0-ulna d Q ci ? m1Ymi r0•?^'h m!�ml^MS`I'ld'i t I.Fi i i lei (if i }•�Et v v.N- n�n'n�VInl� N ml_ +y4 t5�g ! I ,_ i- i �� ;;! ry N•m!_ :-.d..m !`��a�v`~I'?�a.N-:Ia 1 1 t t t I Sia<IY S1��j�SIS1:'_:�o�{a _.wo em W $t li ;'sminit {II ! I !;I fit I I fill ifihi r i!I'llt I'I,Iit ,'1'! I I rill! I '111116 1 1 1 1 1 1" 1 1 1 1-111 C� OIG•m3m.i hl: 1 iil llll I !l.;! !i1 111 1itl lit 11lll: I!lilt '131 1 I 1 t Il+ ! }!{ j n m�mR nlm¢'m!ln nll i`cil it ,liil I Il!lil: t /!1 f III i t I I I I !il 11 I1 r 1 if fll Ili 1 Ii t 1 1' �I o � S Alt- f Ill 1''1 I I I 1 I r I t 1 I 1 1� a Rtmim! im�o�e e N t.a� , we'm!e+ '��ml,om t`nM I tlm,:?1 iil I'I 1 1?1'I 1'I Ill ! lil k .1 !•1 1 1 17 1 I !11 1 ' 2 le Oia OlO a mi ` Re e gap Ste.io^o`:2,.1'igiM<�IYir.,`h n I !m i l 1< 111 1,1 1. ) bili I I,1 1 I I 1 fit. ,NIUItNfII g of g �i�iN�.��I� ?�����i=1`^l� ?� �'_•� d ?�'� •N.�d t m�ii6 r M a d��Si+.?o w<t 1 I I ,17 t Y ``\`�>,� * I'' e<?'..''v01•t!<.!'<i<3<<.'e a<<Y<<,<e<n rIv.`^. i<1<'�a w o?'!°:'� `'M o!'olo nt:Y-, o Y 'y `�,`� •1 • W ee u mia mimimlmim mm D�mia MIM ill I i I�I I! 1 lilil 1 !li,il,t'1 1,1 !,11111 i IIl'. i 1 1 11, 1!111 I , tit 1 ��••' 2 6 2 1 + 1 o iia$m u mla mim c m m3mim � ` i wIm � !•' t t i •ttt �tit' ..�. d ¢ timmimia mimlm mmimm am m�mlmaa;nmmloi m: 711!1 I`I I ! 1 I I I,! 1 It I ! , i t 111 I I I I 1 /.ifl %,', •�UIO W (' '�m am�mlammlm 9�m;0 6 m! m mlm;m m9lm`m m O'rlm A m'a m Ill`, ! li! 1' i11 I l?I I t Ijl %�.'•• t.4•rIC�•, lll�Aw!AP Ohm A:I VIM RjP�OIAi¢lm CTOlm m�mlw mOimim mAiD3elA Ill I,i iil , 1(•i li lit 1}I if, rill'! 1 It, l olcle o o`oiolo 0 R's lolo•o10 0 oo'a o 0 00 o p o 0 0 oio 0 0 0 0 0_ II ; 1'.11 Il, Ijl Ili 11, Ili it 11 • (ITlftl ,_ __i_ _ _ _1 Nj�F n n^i^ nl^N'N 1'1 Ntn:,N,'N N eN-�'N^F 2! N�^',^N q!^^ir r`I,^nit, ! + l�. t'�.{.<'<<p•���~- V ri�lii�r<•t�:_.<'!n nl� €e <i^P �i�^f�i<'�ff^tj^lY.<.�•Y..<-;'�!~i!e*• I m m uivl�iml<la M?nil in I i !ii t !Jill dl:il t[1 iilli 1 IiI I.I 1,111 1 13111 I,: t'1 i 1i1 1 ! t Ill Ill lil 0 5 13 m m uia<m m m m at�'a M e n nll !'tj?ll li, ,ll 1 i�:,l I fll :' { Ij1lirll if lit Ill i Iii 11 I i :'� n3_ qI�I jl9' mim o ml9 a'a a 4 mlm mlmzto dl6!d o Y;t 1<1111 1 .ii 1 1 ,31.1 j1 Ill 1?I 1 Ilf�1 I'I Isl I i I 1 1 1 1 1 ' mlmimjm mim;m o minim m nimlmlm mimlm O a minim nl�E�a3la�tn p I�t iil iit Iilll 'I il,1 1 t 1 t 1�, I 1 1 I ! 1 �q�t'• � Em•mim mmio 1p ewn wa q`aim mwPPim mim mlm mm.mmi 1,1 1 I :'1 i�f I ,,,1 11!11?I I f { 1 111 y 0 0 0'OI�D(0 0 0 0 0 0'p O.O Pio+610 9! �« mink D O O O{,P O.O O:m OIj 1,131 i fit I 11?/ Ili f 1 31�NNS^``1v�vVIS!_:n IN l'-IV nim�.N.1`r'.n..N. .n.i'�.n.n�3��N�Cw .n.�� 4d'-, ... t t r t i _ i^� I ff1 maims+art,�t 1 i Ill 111 i, 1!5.1• 1 ,il!! ,ilyl , i 1111! ,,1.,�! , 1 } 1 f i,t,l lit I I I ill!t ,yl l Y i lsy m , P m ui:a m mim'�a vle il<n,il 1 i tl i!,i !11 Ilt`: i 1 73111 I ill!t Ir 111 i ?!bit 1`1 il11 I t lit 1 Ile tIlia ' I j a[mim m.m.m nils m mlhla`y,� .n m<1<11 'n I'!%1 t,l l!l1 1?I I�! rt. ,l1 I 1 If I Illi I Ilrtt I flf.1 1 1 1 1 i w �'4 mini a!oim ' m�mia m aim m{c Ipmi 1;9 N'W,I,o RlQ Iia M I�i i I 1 S t Iii 137 1 I.l`I Izl•I.I 7 h 1 1 I I P , m=m m I r:•.aim < �f r.! i I � .; pPoo Poto cE oicoeo`a0000 oo oom 000mo aln! m1 i Pwv: a b.-�.-1_....'.._:fl�, _,•i_ _,•f.- .. � �IPnnr��p� lgi i Ijf I ,'I f 1.11 ill I'f I t Zel .n-_•-•li=�3.n-.l i•��= nj� {N n!^irn-3�:nin nl�^�Iw•ti N.�I�in'N N n!N N_N_!.N- N r^'�717 I'1 1 I?i'1 ? �$.._ :•l<i< _ �i��l�'�x •'-1�•<-ice�(3�� -_iS'�'����X.2 a.f•.r-<c�;�< 1•t!� im 1•- c0 C I � N i!t., .N 'Ip l I i Qz AO '3'd 133HS s Lslbb 9'on V[8No11 �L�/0.3Jf111 u1�,hr " �(s( �rlmltIVw m �p•`�1fiNOlSs''��. . _-^ ,y L04C4'V 40008 WiQd isaM --------0N_2N1M12(0 i M 89Ztri---- si$I/4 ano silo zst-ti 414 t vul quo!ploossy Ors Ymrou NI M a we-ws•u'WLIr'Afl+s1£9 !� jp3iVls w. man lonlo 3n9 NIN[dRi0530 INYaF10J 9w!a33NI9N3 !31531 u 36Vl3.hsOQ�fIVt'A'H.0/M 2q. M 10 3QV�1'A'F1 ISIu'alsltS.��4S uaalwwq J tm 7^/�'1f�✓..� _ rums iant�s ua[pzoaa V 9` v - .• - °''�1 711' �3�`�• -.'ON;A'WeLS wi31+.I3K4M SLOZ 0 auo .:qucrjIunH Al.polaJ►. 4641 UOM-1103 NQ11t18 VQI801i - 9C =. - - - - t at - - - - - 9 76 £YO --� - two •• .4/C i - - B'b Aro e - - - !r4 0•a Ct - - - - - - t ._ _ � O_t 180 -_ ....., - tlV._......__. ... L..._.. NOSIN t _ _ _C 0 9'B.,- •- _ `..v._J,ro.._ ._ _ - _ 'G O'V L9'0 - - ___ 61 qtD - _..eZ/L L _ _ _ _ s - _ 0 _ .• tt .0•-.St -- �0 � B 54. c - - w 0' fdYO a't ICO 7t OOD Olt .c - _ -"ga---c'e - - 9 ?31-1- i 3 - - - - - - s'L ,Zfl z-ro3 .L/�c>•�.try, XINU3 Im= 7 01t9.103 aL7380 mD x✓t z•rr3 ItV1.L✓t c-vJ TYi MDO16 33113U1 NON = - - cb a e _ = - - 9`b 7G a u - _ - _ - a 1111; )WM 320100 31vXO I3ww m1mod OO 0%frN mote 313NtE10 3C3tglw __ '+-P-mm._4�. A 6 _ r rc s -c• --= ,sr 54 c o _ st_. _.t .►s f e=txiDvas NY1 ,z1L f ^ONIOVdS'N .s DMDVdS wn .£-ONIDVdS'N6Y Q! yy G S0 - 96 ce ssf.4i � - - _ - 91 DwDYd3'sDs (90IONIYJ31 4Y2i43dOV3alil 30NAM6 A -b dvo/M-dVi 3M8 03,4 ones.1NIOd.Tril.. Na1dV1 ..3`043. .......•._. a30Mbt61tHwM-NODdNl- - -why - .. - _, - r t' to sc - -- _,. r t s 9'L A4 - .__ .0-.ft UOYSVd _ - - - 4 9tr 9 8 Zl - - -• S U 9'L 9'll b! __ - � •- Et b/ 7dAL NOHOM'H743 803 031VOM OMOVdS NOMONIy WHI.IMM 39 JAN TUM uw--vi DMSn 03NN suimds 03mim Sr Gv 5-S;9 it -Z.. 91 t bt 'S80JOVJ 0NMTnEId 31LL All 311103HDS NO WAG `Wds OW.LlditlnYl An - - - t S 8 S'0 - - S S SB S'8 £t - - - 0 9'U 7Ct ON WdS'U0kM 3WIO3d'CIMMUM BILL NMHl Wn'0 3 W-4'lA0-t38 031MM 5WWJSl0 3`003 1103 OINA 38V sfwmiS wamw MWONW - _ - U4, t,C5,,,Q„.,,, ,- ..._..... .. .....__. 0-.Zl u•A m c4 - - •. Ts sA a LJ, Pt.• VMHONY MI d11iS'NOUMM ONt1VdS Sn9M('9'3)33WJSIO 7J03 WM MO-00 MOO=33S 0) 7 BL 7Y •S 70 9'IJ - - S'Y 79 L 701 bl - L .Ol b4 • _ „L 6 •- E 1 9't 9 6 at ^• - S'G ST 'u3UnIDVJnNVW S•NO1tONd 3N1.JO STiOLLYJt313.1dS ONd SNWiVONlNYlCO38 3H1!0 TW 0hM0tii133 031NLSNI 30 llVfLS.SNONDNV (0) -..._.._...._.,.... -- -_ ._ - S'££i 93 L A'Ul rl - S'b 7 L C Zlbi - „-� - at ZI vi •I'll C t S S'O Ol £t - - b 55 4B 9 �Zt 93 e Sb '0L 133145 335 SgnLLS`IYl3W 1ULN S4CJ 4A1M N011YINLS2U?100 -1 - 'U33NKM STILL 1lILSNOO SOI11S-M3N 1nOMA NO NUm Sita NO MINS 1AVIA NO SNOILVIIWSM NCU _,AM(Z'a 7(AM SMON - t t 5,,,_B S'U S't -- - f A 9 0 9;t1 it - - - - .SS SL ft bt, NO 031V3IONI SV 38 TILS 3DVI70HOW'Sli M3 INIA AM OMttia 32Huwwss NNW 314E HOV•41 OL HDnw. mol 38 ms SUOItDNV - - - C,,,,ti„,.,r. s[ Ot _ - t' t 5_Y7,5'8_it.,___,__, ••• 7r L •[...43.04 _ U-.01 '2!0011 LO TtYM ON(L'i0C3 3HL t�ONn03 3O 2CliN3A AGW NO S83AVd'5'CilNd UDBa NOD.LSVOUd"36035 1SV33Nd.lVVA asv,3 NI(£'0 - 1 t S 8 B ZL bl L S0.A 0l Zl Yt - - 9'L 6 OL ZL tri -- - TV srt S'6 L tt ti- - 9'b 9 L 0 u 4t • - - b 9•S 6'a 9't 'O=fVS ON HUM SMA 803 RMINIW J OW'1SOt3 Sw 9 !-S I. 1. it - - P SS•G 4.0 Z! tt - - - SY S•0 8 Zi bt =nLS 01t10HS NnYttNIW ON01.Z/1.1 30 IRIS(135n Ai'VN wmw"SS OZ-4.Y/t'mtuP 213d 30 TDm-(X)onLs OJM 1N3WO30YCt - - S•C 9'v 95,�B Il - - 9'C.„4 ,,,4,•S G _lt Rt - •- - b,l A,,;FS'tt 0t 0_ OH'N001e 3138ONOC 318.0118 mC038Yf3 AT38UM3 3a TRMB 6UOFIDtN 1'35-01105 SINIOd•nV.v/£i bt/1 40 JN3Yi038W3 WnN9MV4 CZ'H Y�. -- �..'. - ., 8 _. .. 9�3 L ;0 Zl Nl •- 9'i SL U 01 Z[ 4l - - 8 8 01 ZI YF ' Y 5 S9 9 Zl bl - 6 9'A 0 of ZL bl - - 7r S S'0 G'8 Ci ,1 SI SdONDNY AWNWHO3l Y4Utl3t;%RL G"AM ILLW. - b 9'B ll A Ll Y/ - U Ga 8 0'R d(, 4� r•• - N G"L h'ft Z! 9l, MXMV1 ON!,b/L t SI S,NOHONY I88dVJ.ONV SHWi3NY dVO/At 4Vl 71118'NO3,Nl 00 N'JO-Ifi RCMNOO OU:I JKJn3 OYC•1 W48WMN(VE] - - S Y S e A'A C'Z .£ 4 S•5 L'9 N it tt__ _•._.C K L 0'0 Zl YI =ICILON - SY.f. 09 0 01 LL 44 - Y U S ft 01 '!.l 94 - ..:7_21 U 8 OL Zl Yl_ 0-'.8 E 79 3 1 S Lt ilL - b 75 5L 8 01 M H - - 'OM'NOttMoSSV SYY3L.AS IfAUMS I1V arM 3H1 RM(]MaMW0 l U00N3A 03MORUW UO 03SN30f1(WDuddY M410 AIN HO ANVdNOD - -• 7t Sl L A,.Zi, 9'9 S'L C IMEM Yt - - b L 7.�N_Rt. 2( 9l A lV*3dS V 1108 W311M SIXOd ly AD(TI M ILLSM OW''ONI'SH?N31SM S2M Od),9 0;121n=AANMN SV SHONoW+2rudn S.b/l - ._........__._.._..-._.,__._ _ r'E S'b EC (. COI 4L 9£,.9'P 9 7G 0 Ll tl - _ _Y An B OL_LL Yt _ 'DNI'11YJN1)SN3N3LSV3 Vow"m 03UnmvAnNVW N dyo/M SUGHDNV 313UONOD dVl 3n10 9.P/L- C b 0'S S'L 5 Ol Zl 4f Y 3 �L U 8„ Ot�tl tt - 8 e' A et tt Yt •0 ,L •ANV,{i�i0a At'M'J3dS W 1108'Mos SiNIOd TM All 03UIaWiSla SV'SH(MONV 135-MOS SR410d'IV.4/i:'*0,i/l- C 5r 9 i.. S Ol T,4 bl S"C GVI 'B a �6 6( Zl bf - - C SS 99 8 Ll Yt MaMS'N•.VI AD O.3UNI MIMN SV'S:IOMONV AOOIONIIO31 Y01OJ0Y38N1.d?owmv[MM N0OJY1 AID Nm-m kqt- B 5'U 0 tl Ot ,at lot - 0 U A Ot Li tl V (06-0 WLSO'-XWO)313b8NW.)OJtUSOC3 M (8) ._,.>. 0 0 le Ol Ll tl lu't._........_..........._...... _..__..._-..._....__._ _,.. C b S'C B Lt vl C Y 0'6 L ff0 Ifl '!.t tl - C ffb CL 6 01 ZI 4L _._......_... ........_....-. _._..__._.._.-.1L - TR BENS 3133 SCATS Wil A UA S:JU OLNI HOUVIWISNI L'C S� r'B 8 Ot Lt bf b,,_,'J„_ U S 0 at all, bt - 9 U 8 �0 DI Zl bl " ,_......._.......... ..., .-_.............. _._. NOd lalWN3 URL lUISNDO%='NA3IN MOIWM UD HI1M'S3(i 80 t/18USS'WOA NO SNOL4V'Wj.90 UO!-AAM(ZV N(IV 53LON 4i S•b 9 A OI Z4 tl b B'S 9•G A 0 OL M 71 _ - Et 4^D S-To LI Mt u NO O3IVOIOM SV 3N TNHS 3OYUOfYJM!'S3NSINL3 TIVM l4t'S DNI430 3UnJOnULS NIVW 3HL FIDV31.1 OIL 110nON3 OkOI 39 TIN;S SUOLL7IN 9L S'b O 0 6• Ot El Yt S'b 0 Q.„�U„„6 OL Zl Yt - SY 4!. 9 0 0l Gt rt " 'a001J ND TIVIA ONa5C43 3H1.NO DNnd3 M I131N3A AW 40 MU AVd'Sl3NVd 30SONOD JSV33Ud'3MMS Imnad LVILL 3zo M(f'V _ C aT C 9'8 R Ol Ll bl S"G S 79 9 6 At __- t. L D 0 O4 •-zi. tt _ GS 133115 N0(Vi S9 8 fl B 8 Ol ZI 4l CS 01_G,,,,B_, 8 111 Al.-Li Al 9 9 8 _R -6 _l)! LtYt '000NS ON tllUi SIMM 803 Nn1R0taY,l -._..--...- tmi3Si1:h6KOdVlbet4:31:+ t 7C f. O 8 01 at 4l 6 9 N 8, f Uf• Li Oi 5'£ S'9 5'L 6 Ot at ti . ,v...-_ OM1'.LSAt',3 09DIuS=OHS wmmw DUO-[„Z/I L 38'nv)4s msn Ams 3NIH:tVIT a'S CZ-C_YJI '4'3L169H"ld 3e ITIS tlOONS GIN1 ----•----»•-•�-- SY 8 „_B,_ 9„,_8_,-0L Zl 41 y5,4 -d„.8_.,8,A. Cl bt 9'4 9_ 3 iT__FI OL Ll 9t 1N3WO38W3 ON"313>1INOO 031inad 3W.OWI.BIL 39 TMCJ SuoRzf4V M.-G=M1410J TW-t/S K 0.b/I 30 1N3WMIN3 BON1NIn(LY L'c b 0 8, s Ot z4 9t 9`Y 9 0 _9 it at Lt Yl Y 0 R A e� ut ZL YL SS 9 8 8 8 of Ll 4.1 9 9 8 9 e' Ol Zl bl 94 A N it 'Of 'Lt tl ' 1 W.SHOMNV dYD/M dVl 3n1O ULl4 CNV'.v/E I St 52101 CNV •---+83ddV1 9� B N N 8 at al Yl 0 0 B a 0 of zi vt SY•91­,FI•-O--Ot Zf �1 , +Ifdddl.AM S110140NV)MMONI{•134 rmi0V3UHJ.0Mr44A(iV HIM NOOdVl NO NOWV1.d0 113NONOO 01:41W10dO1N1 1J•Ilr4cumn YIf11JINM(IV -•• - y 2.,.8..._n ,-ry-•.,•pt.,Cl.YI 0 5 e B o Ql ,LI vl L dVD A1.dV1 3n'18 .-..._ __._.... .... 0 0 U 9 i 01 LI bl 0 U 0 9 o OL Ll bl 9 0 U B 6 at Zl Pt 8 .1:15-01105 S1MOd TN ............. _.,..___.. ....... .WW) 0..,6,„01. Lu.._Yt 9 0 a A. 6„_QK xi. bl •a 0 A N x _os,„t( t1 .0-•f 'DNI'NOLLV O", S14=4 MI4U4S NVNWW 311.1 NUM 03N31SIM dRq!!A 037JUORM UO CMN30n O:l WOV b3H10 AM'UO WMDO •W'030NNU31 Y4f NO*),N1 0 0 0 p e Of Zl �t•t 0 U B. 0 0 OL at a M^S 0 H e OI E t ACNkLL3d5 V 1109*AM*S Mad TW M 03U101MSla OW"ONI'SMAM Syd 58'31AOd A8 133 FU:WJJW?I SV Slt(813M1+H7ddV.l 0.11/1 - �O�hW IiLM NOOrNI yyy[OAt OLt OG SC 09 OP OC SOL 091 OLL OC EL 04 OP OC 10I 09I OLI Qa SC 03 OP 0£ NO NOOdvl __. _................ .-...,. (tN+l Z m a,J ••Jw)•Dw'1:13M0 Sl[3N31Sdd VOIN01i 19 t13UnIDV3titJtT1 SV dN0/M SUGHONV 313NONAO du 31M G.t/l - ." .'- aytt9i,A�tSS18i:b'SY.t9f ItYrAi'U...wd)2aLYK 31YL:5'Y!d 3':iK/'Idi!•WR3t1...._- ....OIUOPI?YtL:➢Ai 3idlwAt igtall'U5Y Nvds 'M MIM AUVOUS V 1108 YA3WS S1NWd Tm Aa 0311[8IUM sv'SwHotiv 13s-anon stmod IN.v/E K o.Y/i- aN3031 Mwds SWH 9NLLNnQW 2100-u 9NILNnOYi ormoJ(`J) `ONUNnm -nis 1l`JM(3 'K MMO'm'•L'l An a3MJ;3V.4 M'W'SHOW MV AOOIONWMIL WH0J(TAVH1 03MM(N RM HC MI VIO NOOdV,L w.b/L C"s c-Da'Nsv) '213801400 03?)Wd ONIISIK3 0l M 313 MM QMM 313M 9c3zcRmD13mow ltRWQJ %SAIGT10.J SV 38 WAS 31VWSOAS 01 SYOHONV'I U.8 9 units NO H'n'0'3 5CNIUlf10W 335) sa1Va>pans NOO RJRJ19MON00,8o w3kmw oa8n0d:SlMRM21(nOaH 14OHONV NO SNOL1VOIjIO]dS 'WdS'�SR�' S'C 047 11 � 1VIUM I N tiI E W p N N f ]n ®LLJ tj � = a€ ru UqL1�r U j� < ZNN� � c .ra• �y y1�C W r-`'4� L'U � � s •.�1��g: Nz 1+O�pl•i � .� f 1 Z�as�J is yb= �iaN � � y ''na C I �I �? ."r miAm Y�mS»mn»Yio 1 ejn i ?ain! I�nli 1 1 m!I I Ip l 11.11 1 1 h ill il i l n Ill Irl 11 1 111 Lin $ Gm S�+ . l ' �q t! nmjY Yn Ay.m 1?»I,1 t»•1 1 !»1 1 vmm?»»»blgmm�a bsAdN,mr.m,a!n,m m�Mmnaimib qu:amm'd,m]»am qA A»mlm`maam•m ;m]qnmommf"�s a p O R Ht m» »jmiml»qIN m;q mimlN m b N m M»!»iNib N»A... alit I'm{1 :'1`<F11 !�nli]e Iii t !'qi !II 1 ijl 1 1j1 ,� o �jn'c ..yq'��nY�'1•.!n 1 ,nli(1 i mil i 1�Y'I I!1'µil 333 .M1 `n+nln;n n ni'+t .Jill •� ••• , �' 2 In n Ann{Yv I n l l!n(: 111 n]I I I I iii 1 i Y 1 1 1 I I I A?I.I.' �\/� •'!•�/li/,�i� 88 'w 'r lnn nln?r In `n.n1r n�n�n�+°Z�n r n°I g Y n m A n q A n Y i nI 411 n n 1 n i `�/ • • •�•�a ninin;n n;r nin r�n�n n njn nin",�nEn n r a'n m o '��m Y,n 'f'•'4 nl�;n n o w n n•, i ? LL C� � � $ {n nl nin..n�?nlnnnninin nr,n nn..•.noninn�n nin m]n nQn��mpntn�Y?n m:o"�..��n�n Y`� CG: .�!4. O:?r { i 4 I in n;r(nln n nn n n n nin n�nin i nin n m® C0nin n ninon n n ' J Cij��' iv�nnlnrnnlr ninrnrlr�.r nin rlr nn l ?„nm »I 1 Y•. ��I ••� � '�InQ nin:.n n n]nn n]n nin nln�n n nin nln n?n;n r}nn%..n nin n.•-n r]n n nlnlntn n nin n n njn r n?n�nin n nEn n ��i,� Q +;` j di • in Yi11i nir lii (iAI! 1 1 1.1 1 ,;1!1}1 1!1,1;I. ,,I :]i , Ijlil ! I 1t f Il it lil?: i ! 1�1 1 "Otto) W It(IItt1N ml¢ 1 1 1 1 1 1 1 f!I I l , r l J 1 1 1 IFI i vm'y?Q'a mj�nn�m�iR a{»m»r•7•emEn]�yYiyl]In• kl ilnjl llni 'l l]11!t lJ 11 111'111 1 N•,N.C.N•`teaa^ m{m.1- m•a'n!y `7) Y q ni4' +» ,r T n 1 A:,! l h l I A I 1!-1n1-l l 1 H-1-11 7 >�`' `�'..�i� .N.�saj���ni• wlQ?N m c?�`m�n n';9frm•.m m{4?e m'^m m m m: ufEY is iA ?Y 4:A .! H�Y 4 K c.•.•.^lo^...`=c3 m m!1p.n n?21 i3 nl��•o a�n Y a�`�Ylw mlm �n.�;m n♦ I � �i�'�inl��la]a n H�j�^fig�.N nl�a�.-`r d��:mfo•6«In?w oil 4m!q- m o1F mj'�qln�'a nI4;� m n 4 � vtoVIDIV.N.Iw`v���r•��`=!7`:1.•�h�f!1�!•^;ro���I t�Nl �t 4l=.ma i�n'mQ�egw 'mlm m 4. F, aRim wmm'mm mmmmmmamm u}um Iji 111!1[1 t t]ii111 1 :;I 11 li: I I I i : l l l s l 1111 I I $ m{mmmmimm p�m ma N,mlumm?m mlm m;q mim 11]? I [ji f l l F!I ! dill! 1 1 1 1 11:1 1 I 1 I i f I f l i 1�a;m If i f 1,1 l l 1 1 1 1 1 f l i l?l •� ?mm!mmim mgmma m]gim mlit,mam mammim m'mammm m(m mm mlm am,ammim m]m 111 IEI 11;! 1 ( 1 t!r r �w w¢e�w wm miw}win jmwwmw,mlm w.w wia mm wwwmiwm mm wma:w'eepm cola mje!,.I fill] Ill Ill .o 1' I x $$^a:000iolnl1000!aoolomooieo o8mo mm Ra oo oi^�!o oi00000 o o oo m'm^o gmIeio boo �:C r i^ N] i N]��ts�•�rH I NNNNN^NNYNiN zx ';V r����.N••N-I�^ i I I