Loading...
HomeMy WebLinkAboutProduct Approval c PFAK ROOF ucrrar arN wiND PRESSURE FOR COMPONENTS A CI ADD1Nr P 5.F. FOR A�°E 7-l0 - E fAK ROOF HEIGHT LESS THAN OR EQUAL TO w FEET k �JIII DING' s f - �-- BASIC WIND SPEED = 170 mph RISK CATEGORY Y BUILDINGS ' RESIDENTIAL, APARTMENT BUKOINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK Lor GREATER OR EQUAL THAN 7'-9"AND I , ROOF pr LESS THAN T-9° LESS THAN 12'-J" I-CREATER�OR EQUAL THAN 12'-J` HEIGHT (h) POSITIVE NEG477VE POSITIVE NEGATIVE POSITIVE NEGARVE INDIC15' 76.4 102.4 73.0 95.5 68.5 * CORRESPOND DESIGN WINO PRESSURED 86.4 ZONE I TO THE ONE C M END ZONE ANO INTERIOR ZONE CONDITIONS > 15'-20', 80.4 107,6 76.8 100.4 72.0 , 90.8 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 111.9 79,8 104.4 74.8 94.4 -SM AeAk L=ACCORRM.DION ION S LENGIUTTER, >25'-JO' 86.2 !15.5 82.4 107.7 77.3 974 ACCORDION SNORER GLADE LENGTH BANANA -_ >JO'-40' 90.7 121.4 86.6 113.3 81.7 102.4 SHUTTER HEIGHT.r. - >40'-So' 94.3 126.2 90.0 117.7 84.4 106.5 PRODUCTS WHICH BEAR A >50'-60' 97.3 130.3 92.9 121.5 87.2 1Dg,g MUNI-baDE COUNTY OR a STAIE OF FLORIDA APPROVAL USIGN WM EMS=M QWPMES & 9APM (e.5,A) MR ASCE Z=10 PEAK IME MOr MAIER THAN 62r BASIC WIND SPEED - 170 mph RISK CATEGORY U BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ' PEppf ��tJ �E,G�� PEAK I-LESS THAN 12-3" Lrr GREATER OR EQUAL THAN 12'-5" ROOF HEIGHT POSITIVE POSITIVE NEGATIVE >60'-70' 91,5 167,7 84.J 148.4 BUILDING SCHEMATIC > 70----80- Va.. 86,2 151.9 >BD'-s0' 95.6 175.2 88.0 155.0 >go'- lq0' 8.4 89.7 157.9 q' Z JT015,n184.2 92.5 16J.0 103 95.1 167.4 97.3 171.3 > 16a 180 107 8 197.6 99.3 174.9 1098 101.1 178.! dI) /e�✓OPO ®"'m fLIeA4 A 105.2 185.1 �b�`......:...... Th NAM D r 108.5 19 1.1 >300'-350' 121.0 221.9 111.5 196.3 , �� is is aster Drawing. >350'-400' 123.9 227.1 114.1 200'9 a e No.. 167 o`er w Valid Only For One Time Permi6. >400'-450' 126.4 231,8 116.5 205.1. ..,fie >450'-so0' 128.8 236.1 118.6 208.9 I.)THIS CERTIFIED SIGNED AND SEALED WIND PRESSURE CHART,PREPARED BY FLUS ENGINEER,BASED ON ASCE 7-10,CHAPTER JO STANDARD.FOR A 8451C WEND SPEED Y"Pij,.•�, .+J,1/� 2010 FLORIDA BUILDING CODE- BROWARD& PALM BEACH'COUNTY OF 170 MPH,AND APPUCABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AD SHOWN 2)THIS WIND PRESSURE CHART MUST BE SIGNED,SEALED AND D470 BY INS ENGINEER IF USED TO OBTAIN A ONE RUE BUILDING PERMIT STDRM PANES,ACCORDION&BANANA SHUTTERS *k 'SCAT' J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND PRESSURE CHART. RISK CAT 11 BLDGS 11/24/11 MD PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT ASO.PRESSURES. GATE 4.)THIS WIND PRESSURE CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY DEANS TME Co O m e. WIND PRESSURE CHART BASIC WIND SPEED- 170 mph TILLT TESRNO h ENGINEERING COMPANY EXPOSURE D,Kd O.BS 11 - 172 5.J DESIGN WIND PRESSURES SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS W7N0 PRESSURE CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT I=µ sl.�u�ate.IS'a V`cMUTJm Iwlutse ORAWINO No PREPARED BY THE CONTRACTOR OR PERMIT HOLDER(s9.,SPREADSHEET.OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Ee-0006719 xcv.°i 4�P wR 11M1'°4 " wR WALTER A. TILLI,Jr.P.E. - - - SHEET 1 OF I FLORIDA Lk.AT 44167 ' Florida Building Code Online Page 1 of"2 lit, RiM t Y e 1)�{ f I'Y-t'v"' 0 qq'l ♦ ����iT 1 � (�(i�] r7A��� l•12ir);.�75 i-yr.� flm i'1� BCI5 Home Lei In User Registration floc Topics Submit 9utchorge Stats$NIM + fh4bhCatioos FBC Staff RCIS Site Map 1 lurks Search Busines i ;' Product Approval Professi, �al vf'�� DSBR:PobbC User Recguiation [ mmmm �!!1F R!l pnwLgt Anluovit+e2i>prod..<i fir Aonuc:,uon';-1rh>Aoorestm,r i i,t>Application Detall L.-t_ Ylf S T XE FL 9 L389-R sr•r.»......3!'ns,t� r..`=w.�.. 1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breeieyiLaeasternmeta I.eom Authorized Signature Bill Feeley irodriguez@easternmetal.com Technical Representative Address/Phone/Entail 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 the Walter A..Tillit,)r,P.E. Evaluation Report , Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112017 Validated By lohn W.Knezevicti,PE J Validation Checklist-Hardcopy Received Certificate of Independence F S Sp1__EFr1 I r�Gt rlt w c:7 r t)mtJtjr,fx{i; Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 200'' ASTM E-1996 0 ASTM E-330 TAS 201,202,203 199 Equivalence of Product Standards _ Certified By - Sections from the Code ti Product Approval Method Method 1 Option D http://wNvw. loridabuilditig.oi-g/pr/pr app_dti.aspx?paratn=wGEVXQwtDgvYYIIl-12v.fvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 ' Date Pending FBC Approval 05/07/2015 Date Approved 06122/2015 ---.- Summary of Products FL# IMadel,Number or Name Description i 389.1 BerUtarHV Accordion Shutter-blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drw IS-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third patty:Yes Design Pressure:NIA Evaluation Reports -Other:Large Missile Level"D",Max span is 12'-7"for 35 psf positive EL u.L_.M.r -6 ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party Yes _ (window blade,5'-2"for 110 Psi 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 �l i in unison.Max.span for HV3 blade w10 window blade for installations into r Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84" (" ["_"4,-64 psf.See sheet 5 for others Tris and ASD pressures. '389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and j (Non-HVHZ 15.085_ -_-_�____bottom far sto....rm protection __ Limps of Use Installation Instructions Approved for use In HVHZ:No f�,,3?._Q..-,S ��S_A.IN 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 16-0"for 30 p.s.f negative rt Fn fitr - .z 3r?£ p-f=.p. UR ata" r t,4. ASD load depending an centerma(es and locking rod configuration for theCreated tly Independent Third Party.Yes {; HVS blade,8•-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+7S,-75 p.s.f,for metals stud mountings and 8'-0" t for 110 p.s.f,for HVS and HV1A working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and r (Non-HVHZ)-Drwg 15.084 bottom for storm protection Limits of Use Installation Instructions ( Approved for use in HVHZ:No ri .a6 ti, .. A_)P On4VC.19 084 n Approved for use outside HVHZ;Yes Verified By:American Test Lab of South Florida Inc. iImpact Resistant:Yes Created by Independent Third Party.Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.sd ASO load for Blade 1 Ft'a8ti nit 4i. A ``+.A.IW,. 17 r-.a t7;zyr:>f 5 its-c,r-.4f `and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Patty:Yes ' i respective .-..__..._ F O Contact Its;:1940 Horth Monroe Str-t,Taikahasse,,IT 37399 Phone:858.487-1824 The state of Florida is an AA/EE0 employer.Copyright 2007.2013 State pr Florida. Privacy Staternent::Accessibility Statement::xgf:-itt„; tenimt 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 matt to this entlty.Instead,contact the office by pbune or by traditional mail.If you have any questions,please contact 858A87.1315.•pursuant to Section 455.275 (1),Flonda Statutes,effective October 1.2012,licensees licensed under Chapter 4S5,F.S.must provide the Deportment with an email address it they have one.The rn eaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal 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 clickear. Prod���u��ct Approval Accepts: L'�Y_`J® cCwnrxl :Gl`.(-'t1Tlt i'V i:I t.t�y;+2 llttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQNvtDgvYYH H2vJvx5... 7/1612015 t GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHUN ON IRIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEETT VERIFIED FOR COMT`UA ICE 01 ACCOR UMCE VAIN THE 2014(5th EDITION)OF THE FLORIDA BIRLOQM CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIM VEIDCRY HURRICANE ZONES. DES"WOAD LEADS SHALL.BE QETEFDNIeD AS PER SECTION 1620 OF THE ASOVE MENTIONED CODE.FOR A BASO WIND SPEED REMMED BY THE JUPOSWCTION WHERE SHUTTER W`LL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR 1W-OK USING ASCE 7-10 AND SH4.I.NOT EXCEED THE MAXWUV(AS0.)DEMON PRESSURE RATINGS INCICATD ON SHEETS ii TNRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CON7111QN,UUTMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 SPALL BE FIRST REDUCED TO ASA.DESIGN WIND LOADS AREA.1: KV BLADES CD aC AlA BY MULTPLYONG THEM BY 0.6 IN ORDERTO COWAJRE THESE W/MAX(ASA)DESIGN PRESSURE RATNCS INDICATED ON SHEETS 11 THRU 15, 10&20. GENERAL NOTES SKEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TEUS PXD,.AS TESTED.WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWASM STRESS FOR WIND LOWS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALY'SS.HOAEYER.A WIND DURATION FACTOR C0.1.60 WAS LIM FOR VMFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 ADICTUM H TL REPORTS,ACCORDION SHMTER SYSTEM'S ADEQUACY FOR WIND AND LARGE 665511E IMPACT LOM HAS BEEN VERITTED IN ACCORDANCE'MTH SECTION 1 09.1.2.OF THE ABOVE MENTIONED CODE AS PER TYPICAL St4Ut7EA ASSEMBLY 38-44 THEE(4 An TYPICAL WINDOW MADE&W4LDOW DETAIL -NA BADE @ 10214.01-03.{0715.01-03.11004.0!-05./1214.01-05,J03t7.02-DS.{0609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA 2- HV BLAETE n AND HV WiN[TOW 13LADE AND E-1996 STANDARDS(MISSLLE LEVEE.D.WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 20t,20.1&203 PROTOCOLS LARGE IASSRE (WHERE APPLICABLE) -HV WINDOW BLADE 0 1140505.01-0I AS PER ASTM E-1886 AND E-1996(MISSILE LEYFr.0,1AM ZONES 1,2,3)BASIC PROTECTION ONLY AND/0725.01,88 AS PER TAS 702 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HA OWE(D AND HV MNDOM EVADE® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE CENE RAL UURATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PUS(IAF SCdYS).USED AT MAD15 NNUME Mm FOR DIRECT MIGUNT CONNECTION TO TRACKS SAL BE/14~275'AND 114x1.75'RcSPECTNEIY,410-Hr Mwww STELES CENT--..RWATL ALTEDEFARNATING NG SHEET 8 STATNLMS GEM SCREWS WITH 135.0 Ai YNaD STRF1LGIN AND IGO Es:7c04ME STRENGTH.P•NS SHALL BE COATED WITH[LRDIA W OACROSNIELD COATING SYSTEM AS MANUFACAIRED BY APPROVED CQFTERLIATE ALTERNA7wG DETMLS F{V SHEET 9 COATING APPLICATORS,REGISTERED TMH 9I PXM SHUTTER SYSTEMS ASSOCIATION.FINS MUST BEAR THE HV MARIONG ON THEN HEAD. 4.ALL ALUWNUM 07RUSIOKS SHALL Be ALUMINUM ASSOCIATION ALLOY AND Tc')APER AS WCCATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY fS 30.0 fen'AND 35.7 lei FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SKEET 10 6405-15 ALLOY. MIN)CMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHAT 12 S.ALL SCREWS TO BE STAINLESS STEEL 301 OR 316 AV SERFS OR CORROSION RESSTANT COATED CARBON STEEL AS PER Dw BOOM WITH SO Mai MOL'MED STRENGTH AND 90 Exl MN TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK S6E'.Er 13 AND SI ALL COMPLY W/FU0F.JA BUI DW CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 CALVAHQED STEEL OR AM 3G4 OR 316 SERF'S STAINLESS STEEL WITH 35 kA MLh3NM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECTICAIWUS,W BLADE Q): 12,13,14,15 AND 20 INtSTAL LAT10N DETAILS M-R.WOOD SHEET 16 FN B1WE QQ &d WORKING IN IINTSWt:12, 13&15 RTSTAlLARON DETAILS S-X,W10GD SHEET 17 8,THIS BERTIRk H.V.A.%:GROION SRL7[NETR SYSIEU BEARS A U.S.PATPATENT16'779,582 COMPONENTS OF THUS APPROVAL ARE COVERED.JERED,DL W'HOIE.OR IN PART[TY U.S.PATENT 15'458,179 IS511rD TO FhSl£RN 040 CONNECTION CETALS 7-12&X,WOOD SNEER 18 MEDIC SUPP Y.OIC. 9.R SIML BE TIM RE.SPON-MATY OF DHE CONTRACTOR to VERIFY THE SOUNDNESS OF THE SRRUGIURE WRERE SHUTTER IS TO BE ATTACHED TO NSURE PROPER ANCHORAGE COHi FACTOR 70 SEAL/CAULK AREA 3• HV WINDOW SLADE 0-OILY ALL SHUTTER cGMPOF:ENr EDCFS WHICH Rom,THRU FASTENING,IN CONTTNUOUS CONTACT WITH THE WADING TO PREVENT WIND/RUN DIRUSHON, TYPICAL.SHUTTER ELEVATION SHEET 19 ID.EACH UNIT MUST OEM PERMANENT LADOL IN A NSBiE PLACE W..TH WA?HNG NOTE DURING PERF OF HUUIWAC WARNINGS NOVE OWNER,TDMJNT,OR DINERS,MUST PROPERLY CLOSE ALL IN AND no CEHfWuIE'S AND VfGAGE OR LOCK ALL W Arm NO LOCKS. AREA 4: HV WINDOW BLADE SONLY 11.SHUM, UN:UFACTURER'S LABEL SHALL.DE LOCATED CH A READILY VISIBLE LOCAE.ON AT ACCORDION SHUM IN ACCORDANCE WITH SECTON 171OA.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTAL' TON DEMOS, METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.LAHEUN^.TO COMPLY WTTH SECOON 1710.82 OF THE FLDRM BUILDING CODE 12.BERTH N.V.A&COTON SiUFR EN SYSTEM'S INSTALLATION SHALL COU rLY WITH SPECS INDICATED N THIS DRAWING PLIAS ANY BURLY NG AND CONING REGULAIICUS PeTOVTOFD BY THE JURSSornoN WHERE PERMIT IS AFT-LIED M. 13.(o)THIS PS-D.MEPMED BY THS M=EM IS GERCRK MTD DOES NOT PROVIDE INFORMATION FOR A SITE aEcnC PROJECT;N.s MiCRE THE SITE CONDITIONS D-LYNTE FROM THE P.E.O. (b)COMPACTOR TO BE RMPONMLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.PROYOED HE/SHE DOES NOT MMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDI ICS DETAILED ON THIS DOCLPIENt.CONSTRUCTION SAFETY AT SITE IS THE CONFRACTCR'S TdSPOtiSDILliY. (c)TOS P.E.O.W11L BE CONSIDERED WMID IF N.TERFD BY ANY MENS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECFIC PROJECTS SHALL BE PREPARED BY A FLOIMk REGSTERED ENCUVEER OR ARCHITECT WHICH WILL BECOME THE(NONEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL EIC RESPONSIBLE FOR INC PROM USE OF THE PS-D.ENGINEER OF RECORD,ACTING AS A DE72G4=ENGW41R TO THE P.E.O.EJtOINHET SHALL SUBMIT TD THIS LATTER THE SITE SPEC IFNC DRAWINGS FOR RENEW. Cc)ORIGINS.PED.SHALL BAR THE DATE AND CRC`NAL SEAL AND S NATURE OF THE PROFESSIONAL E]NGO ER OF RECORD THAT PREPARED IT. Mu 1 FLORIDA BLEDING CODE(Non BigiT Velocity Hurricane Zone �Y.A°P"-tER A.Tji,�A,,A 0 2015 CWFER N METAL SUPPLY,INC. BERTHA Wu 'o icF S S Accordion Shutter System -. . : I L E C-o ,,,.. KY e+-ADE#1 W1 CR W/0 KV.WWW BADE TTLll7 TESTING k ENGINEERING COMPANY American Shutter Systems otswmoNGATT I R4N BY. Mr. fo,Y;., ,c Tf�r .. we5 RW.3'L.s.r.�.sus.YJC3RA GWpL1t5.rS.FDA ssle Association, Inc. 1 {Y_D 11-192 4/13/15 w1E 4/13/15 PRrt .:(305)671-1530.For:(305)87t-1531 4268 Westro.ds Drive 2 1..(•^'- ` o-mm:6:te_000cimt•.� West POIm Beach, FL 33407 s DRAWING No /ORALE"�'� `AA`` R/:TEREA-00A.0719 P£ N 15-085 P.E. SEAIF�Sy�� TURE/DA7F rtmoL z 1.4167 5 SHEET 6 1 OF 20 3.1 TON M woo n VARIES 1.918' Y'j i 1,491' 0 1,y,, 1.200• ! SSl au'S- 0096 ,L 411 •I a c 4 - - •I 7' 4.999' n •\ (� ¢r. s7 yq 0J HV 90'/180' STARTER ti 3�HY UNIVERSAL FLOATER �' QUALIFIED OR USE W/ COVERED UNDER US PATENT P 5458179 QUALIFIED FOR USE W/ HV BLADE 1Ott HV WINDOW HLADEs 6005-15 ALLAY AND TEMPER OQUAUFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE MAITATIONS OF USE OF BLADE®ON SHEET 19BLADE 12 6Q63-i6 ALLOY AQ TEMPER :124t 6063-T6 ALLOY AND TEMPER _132 ._._.-, 1=190* `1- A95 7 2b70• ' ryyp c• =0 - 49 U 6422J�7 HV ADI. ADAPTER W/UP ra� 4."U• 125:1R 1.37sDE1QqHV WALK-OVER TRACK920ADQUAUFIF_D FOR USE W/HV 9OHV TRENCH TRAGK f �zss 3, 6063-16 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/LN OUAUFlED FOR USE W/HV 6063-16 ALLOY AND TEMPER BLADE(1)ONLY, C HV RAINGUARD BLADE rD 0063-T6 ALLOY AND TEMPER QUAUFIED FOR UE W/ HV 6063-76 ALLOY AND TEMPER VAPJrS 1,9l�,� oLAUE 1 T 1'915• VARIES 1.926• 6063-T6 ALLOY AND TEMPER .o53 _093' 670 1 .093' 1 r .093"!al Y Ar 670: 1.686 670: l HV HEADER/SILL 13 HD CEIUNG HEADER/SILL " dIFlED LTJ BLADE 1 ONLY, OUAUFIF,D FOR USE W HV BLADE ONLY 6063-T6 ALLOY ANO 7EMPE1 QUALIFIED FOR USE W/ HV BLADED 14 HD WALL ER HEADLSILL SEF SECTIONS FOR VAUDIi1':" SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ LTV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADETONLY. 6065-T6 ALLOY AND TEMPER OOMPONENT A 9 Ti T2 % Y t 2• i _....._..ttT_' zr ........... 2' S•4k'(,L 0.192' 0.192' 1 SIDE ANGLES --- ---`-- CORNER POSTS QUALIFIED FOR USE W/h2' ALUMINUM ALES �9i I 2.5' 7•MAu.;0190' 0.19Q" �RJP1IFIED FOR USE W/FIV BLARE(!j% ' QUALIFIED Fa USE WO /HV BLADE 1 6063-T6 ALLOY AND TEMPER euOE(V ONLY. G063-16 ALLOY AND TEMPER 2' S•!Ai%.L 0.139" 0.137' 6063'T6 ALLOY AND TEMPER 1100A BUILDING CODE(Nan High Velocity Hurricone Zone ,,L rrY `L 0 201 6AsrETal METAL SUPPLY.INC. '.�GENSF'��' .._— _ BERTHA HV Td IILIECOLHc. A�S�S�A■ KV.B DEE#1 W1OORWon 10KV.WIlooy�m = = American Shuffer Systems •Ni 0 11,,, I DATE OWAN RT: Nt = TILLIT TESTING& ENGINEERING COM AssocioHon, Inc. 1 on 11-192 1713p5 age <�T3/1s SPATE OF ly= 6153 KN,3U,SL,4s. 3 LRf A GLF VS•FLCPAA 331 ._ PI—:(305)071-1520.Fa:(305)671-1531 5268 YSeskroodb Drive 2 DFLIWING No 'y n Ftfl�tt�r G��`'�` -1141:Lzt-0.0`�1 Wast Palm Seach. FL, 33407 S 15-085 V�! I2'}ll��\\\�' ka7ER A m.LR a..nE. 4 __ a FLOROA UG I IV 5 SHEET P.E. SYt'liEr fe1G{hl1`�)RE/DATE 6 2 OF 20 4.576• J45l7w.74r f...• __.ip3- a O+xm cwcD vsuw�'1 f ewxa. °8J $, -- • ! tiY` I ;,} uvea PA40Ea I 4 6 sass Tll 1 . q .315' LifL1S5 CYMGL9 (oamu[(OMSS E PN u �� -._-_ �'�3+•yy � 1.-.______ � c^v _ wii)( rowT PUTT S 21 HV CENTERMATE �- QUALIFIED F" , E t & ONLY 21 HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER O ED FOR USE W/ HV BIA E t & i ONLY3• { t:W/HV QUAL IED FOR USE:W/ W 6063-T6 ALLOY AND TEMPER _C BIADEQ&QIFj ONLY. BUOE D&0 ONLY. P.RED FOR USE W/HV BLL 7 ONLY YN 6063-T6 ALLOT ANO TEMPEREROMOLDEDTO4AM- - SCREW 1 : A17R RNONG o, 1/4'0--20 x3/4' BEFORE wJ te+c y 4"0-20 RIVNUTx A S.S. THUMBSCREW 5a9Ci 944 AUMNa1 QW4-T3 ALL"LA-.".E ITANQ TILL aW hUMM.PBRr f QWZ0.AS W VUfX-n9=6Y Mall 7• L I. ziir._._.{ cHOW Tort".PAFaPPOtt,Wr JORXr 0754 OR rouN. KA4 I NT ELEVATION HV MALE "T' LOCK CE99RMATE 4.� 2�7 LOCKER FOR "T" LOCK CENTERMATE OUAUFIED FOR usE w/Hv OV OE T oNLY 21 HV FEMALE 'T" LOCK CENTERMATE HV 'T' LOCK HV ALTERNATIVE LOCK 6063-T6 f.LLOY AND TEMPER `� QUAUFIED FOR USE QVALIFlED FOR USE N'/ MJ QUALIFIED FOR USE W/ HV BLAVE 1OONLY QUAIJFIED FOR USE W/HV BLADE ONLY W/HV BLADE X01 ONLY. 61.ADF(D ONLY. 6063-TS ALLOY AND TEMPER 6063-TS ALLOY AND TEMPS 1.917 ,.617' ^ I o 1 2 �-n=Lu6rORN Er XEY C(UNDER _ mn !? . Tn � ni D,OM•urn. HD CENTERMATE DLO D ��SZ TE QUALIFIED FCR USE 11/1{V BLAOE T & QUALIFIED FOP.USE W/HV(?LADE()& HD tCgl 'GSI . 6063-76 ALLOY AND TEMPER6053-T6 ALLOY AND TEMPER v NT rS I vNtC9, tY um. _ QL1l1IFiED FOR USE W�HV BLAGcc & 1/a'4-7o sz art 3/L's-le t.t30' 6063-16 All-. ND TEMPER I °. �•nWMRIt11M ACITAL 7fUaQ.CS'.LYa {�-� tl/2• CYMNtOt'R D0 ... OR KEY -. INL CYLINI i2 ............ 137 4n LOCKG ROD A 1.6 u,.. �E (R H0 LOCK QUAIJFLEO FOR USE W/HV BIAOE0 HY 1 4 Sb-20 AISI304 6Y REGENT HARDWARE MOMISE LOCKS SERES 2333 NOOX DOLT LOCK 5063-T6 ALLOY AND TEMPER fi HV 3/8'0-16 ACETAL J " QUALUIEO FOR USE W/HV BLADE•1 & 6PINSTALLATION WILL REQUIRE A 7/16" HOLE ERIES S.S. THUMBSCREWS J f� D ILLEO AT TRACKS FOR PROPER EMBECMENT QUALIFIED F�l 1 I rr BLADE QUAJFLED FOR USE Tv/ FN BLADE(10 FLORIDA GUILDING COD((Non Hi h Velocity Hurricane Zone 0 2015 EhMERN METAL SUPPLY,INC. BERTHAHVTTA __-_—_-- /7iL E C O THS. A.S.&A. FLv Acc°,rd�°Rn Shutter ttmvSystem k LIST ! ;C American Shutter Systems n.N,� asupTroh DATE 6PAAN ar: uL C TiLLIT TESTING & ENGINEERING COMPANY a•. P �• rass X. Association, Inc. �t OLD u—Isz 14/u/ts cA 4/13/15 ti 3& R.Sv.305.VAM"A.21:87+5.RdEM 3714 '., 'Zj-=•—�L4�Lg= 2' Pl- :(W.5y.P1-Ts:O,F.t(ws>a7t-,ss1 Y268 Wastroods Drive z ORAwTNG No F�'n-•. `-� .-m,:eu�o��m West F'alrn Beech, FL 331,07 s l0 INN'MR A6wn19,.P.E. . 15-085 binnNu11j1 ROZDA Gc.f 44167a _.—j__J SHEET Pl. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR C1 HV Q HV 3�8 12-WIN. ~ CE . Q1 HV BLADE 1 ff(DR i i ro 813DE p , .1075'Hv WINDOW FAME .0425 fCmi Yt DS?5 .0625' HV BLADE to �•S .oYHV LONG RECESSED NYLON BUSHING rD KNUC / X25-FIV SHORT RECESSED tMON BUSHING14V NYLON HAT WASHER i Mi roRr t Rt'1 � 150'' ' 14@ HV WHEEL CARRIAGE AJSI 302-303 SERIES - 4'g - 4 r2 750' X 0.870"x3/16'THICK NYLON WHEEL. ny��- j��/, `� 2 7/8-WDA. 0.188'9 ASI 302 SERIES S.S. RM27S ~' '-"'S�a s A�nnnaN OUNI 4 .0625-_4 5. 57500• ® HV 1 3/4'ACCORDION PIN W/ r8 HEAD * EXTERIOR •,J f OPENr4S ON 5 J� z 7� .7500' ® 14V 2 3/4'ACCORDION FIN Wf J8 HEAD * .1 41i 4J�' I �4 I ar w i i/a ® POLYCARBONAIE IMPACT RESISTANT HV WINDOW TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL. I (DOR Q� ( q ® (( or �J' p N.Ts. REOUWCTWCNTTS) I ! (DOR ® t I *POLYCARBONATE IMPACT RFSISTM'T HV W&MA I BAYER NAKROCON 3103 POLYCARBONATE CE RESINS, UV-STABIUZED GRADE OR SABIC Hy PIN- EQUIREMENTS AT EMERIOR BLADE KNUCKLE FOR 96 W INNOVATIVE PIASTIC LEAN 103 RESIN (1)llyI '' T- I p OR rt-N ! i (j � (SEE NOTE 'F' ON sHc-Er 19), i `tT LI (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR I I ® i i POLYCARBONATE SOURCES FOR 19 HV©BLACE. i EXTERIOR -FYPiCAL SHUTTER ASSEMBLY ` „R,nel r�u mrx rxxurps stiNuvv _ N.T.S, Hv POI Q OR AT REff 5 v.warx (2) I-IV PIN @ MAY BE USED IN LIEU OF®AND ONLY AT TJnT OR 3L^Tb: EXTERIOR BOTTOM KNUCKLES Or' HV ACCORDION SYSTEM W/ HV(D W 324- DLADE's KNUCKLE. � I� BLADE WHEN CORRESPONDING TO INSTALLATION "Ii'. SHEET 7. (SEE NOTE•FOR *1 -0' A (�� REOUIREWENTS) Q = iOQ'S rL'P 531GAF:'M AFii n6]d C.KC c+� 93�Pal. fit%nRp.--.1 1150 J_OTD- 1250-Pal, ISN- Fsi (3) HV PIN @ OR ©W/ 1/2' O.D. 1/16- THICK S.S. WASHER ,�'� 0 i j MAID&110OLM .ru-n- 30=- wuwa,, SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. \105\� !! AeAm SHEET 1�C I° v-la4n caa tiry cn5. 1e 1r_�r rr rt-ot V. E L CARRIAGE DETAIL ODD* N• REMBLY LAYOUT WE V 8u1ac Aav DIM C-1 04m o-1 owss wr pnlWl NYtl DIM 1-W T M r Il:d➢�3' ASiW DIM TMAr 6TAC%-11?AS'tOt M'1 wDue (—l) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS �°°S °s""K ^=yam blbt�a3. 16Vu1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 400,iw A.jj%flk, Q 2015 rASIERN UCTAL SUPPLY,INC. BERTHA HVTA7 �-�-?• IL E C �„�. A■S■S■A■ Accordion Shutter System KV.BADE#1 W/OR W/O KV.Wtk)0!N BLASE TIUJT TESTING ENCINEERINO COMPANY American Shutter Systems 0I3CaDlON DATE DF"N aY WL. Association. Inc. I OLD a-ts2 4/13/15 OWL O� A ' ATE Ot" � 4]55 r4n.scan r sv atD..TtGW-aorrs.1laxaw Sala• 1 rm :(305)411-1530.F-.1(30x)811-Isal 4268 Westroads Drive a DRAWING No F'..ORION .:t(�.� o- t Lsm*W._ West Palm Beach, FL 33407 3 *'*'OVAL 04G� ;� DAL,mA�'&.Pr. 15-085 Moana u�1 I.I47 c PSHE 4 OF 20 .E. ♦YtfL/OION�URE/DATE e e o u N s r u *,NOTES ON HV LACKS AND CENTERMATES: ,(n•A'�y�•�}? 1. ,ONE F,V LOCK®or i�o SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN DElEVAT1U.N FN LW ,42 NAY BE USED AS A27wN51OE OR OlR90rR SPARS UP TO7050CK,ATTACH O-.AND FOR 116 TDra""" CENTERMATES W/(2) 1/4'0-2D x 1/2'LONG FIAT HEAD S.S.4S.LOC lT10N OF fDCIC SHALL BE AS INDIGiITD ON Oq©a }-�s tYP+cAL sHurTER ELEVnnON. B 2. u IF DESIRED, PoR BETTER PERFORLIANCE OR FOR SECURITY PURPOSES,UP TO TWO W LOCKS SHAl1�BE R INDICATED ON NOTE(�INS OR OUTSIDE LOOK.CONNECTl7N Lo=IOTO CENfERI.UTES I.IIN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `J II i I e-+ d2 IS US'ID H.V.LOCKS1t LOCKING RODS ME ROT REQUIRED AT URRiI:A*7E POSITION,*TILE MAY 6joc30j[a Q�� -uy" BE USED IF DESIRED TO ENHANCE SHU}TER PERFO • CE.LOCKING RODS OR AN ALTERHATM DEVICE MAY ALSO BE USED AT STACKING PDSMON,,CC(�NOR HURRICANE POSITION). 3y= ( 4.� O1TE HV LOCK•fq q��SFIALL BE USED AT CORNEA CEMERDATES FOR AW SPAN DQ AND DbTAIULTIONS AT ANY i11VVARCN.HV LOCk(24•C of SHALL BE US1D AS AN OUTSICE OR NSIOE LOCK, Fgfi ' ATTACHm TOCORKER CQJTERWITE W/(2) 1/4 0-20. 1/2'LONG FLAT HEAD S.S.MS.TWO LOCKL40 RODS Q � � AT TOP&EO1 OM SHALL BE USED.LOCATION OF LUCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. RER i MAX=U SHASPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • i wf3 �� RX Ebo ALTETU:ATE MV LOCK QQ8 MAY BE USED IN UGU OF HV LOCK .. or FOR nFt(SPAN 0.'1D (1� 1 Hit INST 1101Z;i AT AW ELEVATION.AL7EFtNATE LCCK 2�MAY BE USED AS AT7 NSIC£OR OUMDE LOCK.ATTACHUENT To / w�: OF 114'0-20.3/4'S.S.THUMBSCREW TO®OR CENTERWATES SHALL BE UAL--W/1/4.0-20x3/4'ALUM. ! pca SIS Ovo ,6 RNNUT AS SHOWN ON SECTION IW,SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SIfUTTER SPAN OR TWO Cep LOCKS AT 1/3 OF SHUTTER SPAN. 0.MW4,RORr f:ONMDt]M ds FOR K('MONE MOL�TT!NO NSTAI l4TIOIAx ONE HV LOCK�� w l or(Ffj SHA.L BE USED AT 1/2 OF SHUTTER SPAN FOR MfY SPAN OR 12'ADM OR BELOW 112 OF SHUTTER SPAN FOP.SPAYS UP TU BB'.AND FOR INSTALLATiDt.S AT ANY ELEVATION.MV LOCK or or 03 YAY BE USED AS AN INSIDE OR j OUTSIDE LOCK.ATTACHED TO dj'or ka SYMUEWCAL CENTERMATES W/(2) 1/4'-20 v 112-LONG FIAT HEAD S.S. SEE END _t S M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATK,N. USE OF LOCKNG RODS AIS W/ CONNEC00N 1 ., OR Q TOP AND BOTTOM tS COMPLETELY MANDATORY; DETKTS ON o T [� x , s x L(&r V P o v w x 15 TT5 10 h I}'1 a ,ON HV, p .auna 19 TVP.FULL U L— • t 2=KD/&TERHAT m N -�CKS AND CENTERMATES: QF CORNER � .tilL CEN7ERMAT£ --- 'Rf��� 1 YNJD OtaLY FOR 'T'L [YNiFRut �` O Q• m ( ;ONE ALTERNATE HV'I'LOCK.LO MAY BE II5jt41ED IN L1EU OF FIV LACKS *OR Q,.9 FOR ANY SPAN AND 1 n,• an 6 •7 8 a°10 INSTALLATION AT ANY EIEVA7ION.N_TERTLATE LOCK DO rY BE USED AS AN INSICE OR OUTSIDE LOCK ATTACHMO-C OF LOCK,5�INCLUDE USOtG REINFORCU40 LOCKER"�9,AS SttOWN ON SECnONM1G, SHEET S.WFUCH MUST BE 10`L'm 3 ^7 a --• - CONNECTED TO C131'ERNATES @ AND @ W1 1/4-0-20 1 1/2•LONG SS THFZWE-D BOLT W/7/8'0.3/32' fl n WINGNUT OR W1 1/4'0-20x1'SS.M.S.INTO A 1/4.0 5/8'RNHUT.LOCK UAY EE WST3 m AT IADVAN OR 72' '�ox(J6 •0•C88)- UAXD.R)U ABOVE IND BELOWW MIDSPAN.USE OF'904 LOCIONG RODS�TOP AND BLITOM IS MkIATORY. -Pa0 T C. T TES: 1- E : ONE ALTERNATE HO LGCK® UAYTIE USED IN UEU CF PICAL 1 BY BLADE SHUTTER ELEVATION HJ LOCKS OR Q-9 rCR ANY SPAN AND LNSTALLATIONS AT ANY a"ATION.ALTERNATE HD LOCK 03 UAY BE USED AS AN MOE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK O�TO 0 IS W/3 18 z 3/8'FIC SS.MS.•AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDS-1MB AND HOC-HVe.SHEET ST 10.LOCK UAY BE Wum AT M'CSPAN OR 12 140W..UM BETDW OR ABOVE JAIDSPAN.USE OF LOCKNG RODS IU IS COMPLETELY OPTIONAL.. MORIDA BOND on High Velocity Hurricane ne 0 2o15 EASTERN METAL su-LY,NNc. P` BERTHA HVTTA �IL EC O �Mt. A.S,SL.A. Accordion Shutter System r HV.MADE§1 W/OR W/O FEV.WNNEIM BADE American Shutter Systems ( TILLIT TESTING &ENGINEERING COMPANY nfssxsT,a DATE Vka W. UL. STATE OF :'� 6=N4..>r :4 �> ., -I v.�,As 1,.1,, Association, Inc. OLD 1:-;sz 41n/15 DAC 4/13; ' •F -- ;` FT,a„:{.x1s)en-,53D.Fex:(m}sT,_fu1 »268 Wesfro0ds Drive 2 DRAWING No <-m i'o''• �• , a:Li9etroti„Lc West Oclrn Beech, FL 33407 s .,,Fos........ ,��` M- 1719 15-085 QNACE AALTIS TCLrl-V.PC +r W FLCROA Ui j 44107 s SHEET P.E. SEAL/�iUt iI1)RE/DATE a 5 OF 20 r-CONCRETE ANCHORS POURED CONCRETE POU __\ COutZ:D (SEE SCHEDIR.E OtT RRcp E7E BLOCK !/a'p-2Da3/4'S.S. CONCRETE CONCP£1E_ SHEET I3J (RE011QR'cD REQUIRED - .-1.- CbtICJRET6 PNLTICRS unpBNE SCREwS CONCRETE ANCHORS �'-� I 18 (51E SCHEDULE d4 NUTS/0.1290.C. (SEE SCHEDULE ON SN!EET 13) f © (SE w'.M(g)ON UUT 7) J/'(MI 13) O USING 1/4'-20 NUTS -_- i9 Y O 12'O.C. 1/ E.D." •2S0'Naw. 13 o 5 / '1 -.._13 oR O5 a .28D' Lt..w D • L //1... 1 J .o oanaNA. 11 Hrc sxaanc I ro anis csa 1 OR I�d Epsnvc � 1�a+.vToLAE O To cuss a sat ro 1LR Ut (SL2 SCllrDihE CN Stl[:Ef 1l)"'...® ASS SEPARATION TO DEALS 1. '`(SEE SCHEDULE ON SHEET 11) _....... ' 1 t "A5A O HV WALL HEADER INSTALLATION Al (B) HV WAIL HEADER iNSTALlATION + KEYSTONE MEN.SEPARATION To CUSS r----(SEE SCHEDULE o4 w4w 1 q iN 1 11,E OR I(�� ` UIN.SEPARATION TO CLASS � O ss 1 ttKSRI! ,-vFauc a sm 11 1 rl, (SEE SCHEDULE ON SHEET t 1) GLASS N Orr exc VW-- 1 a sm ts,,m I , i oxuma or r.CRAL I I an - a- E 1 -- 1 18 _ 1P[1UPS TRU55 NEM .... _`...... �...(SLT SCHFODU:CV N>/4'0-20.3/4'5.S.PHILLIPS I..- L W.CIaNE SCREWS USItk: TR ISS NEM MACNniE SCREWS `-Wf*VTE ANCHORS �� 7 I /4- 20 WS O 12 o C, 'N/ 1/4'-20 Nu15 O 12'O.C. FOULRED CVS E � (SEE SCHEDULE 0`1 SNEEf 13) !!! Nin.Y OR CCNDREre mm Si!EET t3) ttA.11 tREQU;REL1 _.,...,Y.,r. T O REQUIRED PcIAED CONCRETE—j SHEET 14)SCHEDULE ON HV WALL SILL INSTALLATION DR CONCRETE BLOCK WALL 1EQUIto 0 HV WALL SILL INSTALLATION NON-rO"=41'rNATKI'OF SECMNS1 I N S TA LLAT I O N D ETA I LS W/ I-SEE SMELT 4 rOR TYPICAL SHUTTER •f D.«fDOE OWA14CE ❑IDTAUONS Or L•Sf ION (i} H V B LA D E ASSEMBLY -.uOUNTRRO SECTIONS CAN BE COkD91x.0 (SEE Sr'ECnCA774NS OR',,REEi tS) EtA^,E�f ON SHfc'Ef 19 N ANY WAY110 SUD ANT WMATION. YH1aN11r T FLORIDA BUILD!NO CODE Non High Velocity Hurricone Zone 2015 EASTERN METAL SU'P'PLY,INC, BERTHA HVTM l = TL EC® 1Nc. ALS■S■A■ NvAs Cord�o�nwoh� uttewWN y�stem ADE American Shutter Systems $1AiE OF - TILLIT TESTING & ENGINEERING COMPANY oscdvRal wTc TR�'<N OT; u1, 9'•, 'cv��` c ss N.e.3c A.s..uw 3m rwau cAoePs.11nzry a_1 Association. Inc. I OLD 11-152 {/13/25 Mr. 4/1.3/15 -EE 7aP-�4 r :(MA71-15530.F.;(ans)s�t-e zt 268 VJestrooJs Drive z 0l?X;G No ..........'Irye �� -L rtKww Fcm West Palm Beach, FL 33SOf 3 Ni,S/ONAL E�,1,`'` WALTERJ,.P.E. 15-085 4 P.E. 611 Y61,AGE/DAIS ` °"u`'0utc2 5 SH6FT OF 20 POURED CONCRETE A1.NOR5 uti mvaP.'Is+ * ....�.._. i tm.rautaloR p CONCRETE (SEE SC/EDNE ON SHEET 13) to AAs I= 1 OR � EasnNC 1 m CLAS 1 1 goln:CN l7w i `f.y^.t o ax � i REC{ILZ�D _ t _ EDGEOF a RAC t� Z GV55..•� r.srrwra = v+m++T a aAss �Dq,J1 l �A ftiWBE VOSTING GLASS ANCHOR y ' I LOCATION 1 1 fd16S-' i I __ � I t /10}3/6•HEX WASHER NFK) I I 1 1 1 11 OR 13 OR 15 3/ai+� TETC suFaRs m tz'o.c. -� EDGE of i G . 7 7/a"- SESCONCRETE DANOLAXIOFC4 8 6 6 7 CONE EDW,E 0.1'SHEET 13) APPUCADUE EDGE Or UP=CF—� IR, � r D SLAB UC ff 1 , 1/2 i I SOLS IF _.. t7N A''PUU13E O. ..0. APPLICABLE PAPPUCASLE OURED '`D `FIAT 1--AD CONCRETE x4moRS ro oas tsE CONCRETE 0. CONCRETE (SES SCSfl}ULE ON SHEET 14) -I,t'i�+w n a mew ♦ POURW f /.. ...... REQU RW /FFL%T HEAD CONCRETE A1Yl/0RS R£OURED C..Wla+a+ 1 OR CONCRETE anlsmaa� REQUIRED --E.o.— A (sm SCHEDULE ON s"lzT i4) 11 .TRENCH INSTALLATION VAMD ONLY FOR UP TO+70•-75 PSF AS.D. Q NV WALK-OVER INSTALLATION. DESt6N PRESSURE RATING&FOR SPANS PER V F OOR INS ALLA O SCHEDULE Q3,SHEET 11 V C may _+ ua.Rr.'A«ARa+ R CONCRETE aHCC;ORs r-------..-••rtee-- (T�fi}R 15)mal ON +/+v smr eR1DF][.DON= TtslDrvaR rzaenxnIIIE K/ LN a4n to ( /ti FYISTWO \J- FJa5nNO EX6TIN3—i -r------- r as t/4-o ro�eis ( 1/a• aww ro am cvs<—I '=Dm TwvoR,.Nous N/ GL."5-' GfASS '-iFa rn�maa'ov Na+V -.___.O vsysRol 2 - �. t 3/{'YrA FtaO.➢YDCf o a' W7L 0 1 i --i acs u.e.Rcls a.vqa t q ' ac,Rtee u=ro a'-o•"wa OL ran S"'Vz L.I=naw I:i 5T I ' I i + 1/4' 1 5 1 aXff AT 70 e'-fl'tY7L AIRY . i i I I�N+tt. / Te-wu 70erslDanIW ' f (TRO(`�NmE tt aN sfII n I.._. 1/2• &� 3/6' wtA,nK SCREWS v�(MAX. 'a' 2- MK SCREW$ 77'O.C. 8 (14}3/{• HD:NU�D-.tt d R - i--C14 .� 1 S• ,,R ` tI4Y-2aa1I{•SS 09 TF3C SCREWS O 9'OG 3 (� /t4a5/4'SA.S / - i i i 1/4' .t_�i'•' "' `-+sL+6 t/aY-ia+W;S OR 1/4'0-20 SS.NS CONCRETE ANCHORS 1� _ _ KO/• 7U O 9.O.C. __ _ Iia}. N/NUT O 9'O.C. (SEE SCiE'WTE ON `I 3"'- - t •- 1 SHEET 1{) / - _ 1VML TL r(I)CINVL,<RNL __T_ {•........__. / 17M@ 1 J2• .,f•.. 17;(-@-I Y� 2 Oa T.w NAL TiCY(oEroruTat f /' / EOAS Oi 7. ER sr,41 L 7//8' 1 7/e' S1A9 ff ;- 1 �.)76}3/4'F.N.50.5. MITI. CONCRETE ANtl!ORS I O 9'O.C. ••,+.•,.•:: ,:l iO:AED CGR.w:RC , PPUCAVLE 'r rEa OCD NOTE 13 D) ^ .D PC(7(g0 cc;xRM (Sa SOfEDUtE ON ON SHEET t POORDi CONCRETE\ CH SH-. 13(b) ` COTKRETE ELOCl( SHEET 14} ORCONCRR"lKL`vID MOCK �A KEYSTONE MOUNTING INSTALLATION arnaruy POURED K V WALL FLOOR INSTALLATION vAmAR,Asa DM��.o£:ICA-72 Id coc:RETE / (� N HV WALL WALK-OVER INSTALLATION ,,v,,,��,R c-, HV RAINGUARD I S TIQN ham THIS A7104 SHALL' TO AN NOTE rOR GOOD WT ON OF GG�AKY1 is E D, EDGE DISTANCE ROAOVAGtS 1Wei{N VERFTNRM I-SEE SHEET 4 FOR TtA1CAi SRiRTfTER (SEE SPECTFI APO S ca Seim 13) ADJACENT OPEPJ3I.E F.XITED ♦$TS UUITFO(1.N5 OF USE FOR DR EtIPANaN$N ET,9 INSTALLATION DETAILS WZ d) HV BLADE ASSEUBZY ED N�W Y m���Y iNW�n� FLOWDA BUII.UiNG CODE(Non Nigh Velocity Hurricane Zone 0�•��4 A,fl(( 0 2015 EASTERN UETAL SUPPLY,INC. ENS �9 .�_ BERTHA HV,M A S S A r�r+ Accordion Shutter System ■ ■ ■ ■ KV.91 DE#t w/OR w/o Fiv.vsNlwv a RTE American Shutter Systems REV.K, VESSRlr DATc I W.4 un TiWT TESTING& ENGINEERING COMPANY ,,- ARE OF :�� - Nom,r6r 2.s,.WaV,m caA,ns.r1acA 31-IUAssociation, Inc. f E70 It-tae </u/t5 roc a/:3/Ts (3.^5)871-1630.Fal:(:a5)en-1537 1.268 Westroods Drivn s DRAWING Np West Palm Beach, FL 33407 3 SSS/.......�[,; WALTER A bti.ff t9r.P.F., { 15-085 A,�S/��ONAO1;�,1� P.E. SC.ALfSIGNATURE/QATE ,CRM UR.p 44,67 ` SHEET 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 g 18 SLE Ne,ES ON LOCNtrG ROES Q,M'LO=(y7 a oUT Y IN r L�>,N�� INSTALLATIONS Wj 1 HV **^oAL�WLX®Or 5 i/ BUDE S"MAIL IM'6 V.WG FDA AM I BLADE W HV CENTERMATES cmDwms — + a i n®°t©•O°"O, 10'�° OR SEE END WAl1 CONNECTION 1 •Q ©• V•�a 00SIING Cl..5 DETAILS ON SHEETS 10 & 16-1 2S2-d/L'xO'-2 I O•�m®.®°a�.Q 3 1/<' 7- G 1/Y 7' T ANGLE 1V/(2),/r#TAP= 1/2- «©.® OPPOSING I SYMMETRYCAL oDfOfe To CONCRETE CENTERMATES (rGP/ewrou)a I ' CE.NT-ERNIAT EES LAIN.S£PARAT ON sus is Test JIW/e sNs.o n- W/ HV LOCK 6To �k ru CLASS AT 15M,1i1GIE(Irv) I o,c.EUu I£NQir. r�� W/ HV LOCK or (SEE SCHEDW-E 33 W7 FIN - I - ` -- ------ ----._ E , 5 -xr1 --' /2' 3 ®" P NVA Q°°��0•��®mlo•Q« L. O a OUT W-� HVB 0 d HVC lo•©�©•�©•®Q HVA ©�®�© U7 eQ:10•Qo. Ewmzra1ASs -w OR { SYMMETRICAL IN 6 • 7 •©`°�•U7 •QW i f CLASS 8 ®p0�•�'dQ �evSEPARATION CENTERMA ES0 MASS w : ___� _EN O 5 OPTIONAL@-6-6-6-6-6 N SNEEf II) W24 r © ® / w ) i0 / GLASS {SCE SCWECULE ON SWEET ii) " (ME-R) , ____--)___—_ __._--___ __.- —___---_ OUT I �,�, o -- -- — ----- 1- * R p * ^O.� 0--, - IV O.C. 3 (� 6 1/2-LM.SLAM OUT - HVE HVF** HVD FLORA BUILDING CODE(Non High Velocity Hurricane Zone \\{{{{Ipllilllllly ®2015 USiMN NTAL SuPay.INC. BERTHA HVTM E COLNAAccordionShutter Sy System KV �#1WORRw/bRV."� aI MADE TILLn TESTING & ENGINEERING COMPANY American Shutter Systems Tzy.NJ Dmrc nOr DATE oq� 0)1 „a 1s N.P.W,,V-Se=.ti>rarA owes.n�smA ssr AssoclatLan. Inc. t OLD t 1-192 <2L3 wle_.- 4/131;5 —STATS Q---�r�� Prom:(345)1571-1530,.Fox:(acs ttr,-,sal 4268 Westroods Drive FLQRIDP ���.` -1110i uier�000a,©m Wes. Palm Beach, FL 33407 a DRAWING No '. F�•. _ '\G� ®-0006719 15-085 ss/l�iSiN(+ �\/ v ml w x-f.v.67P. 6 P.E. (3`+.r�il i'L'l'lE DATE 71D'7p"1;c.f uI67 ° I SHEET 8 OF 20 POURED CONCRETE POURED CONCRETE CONCRETE POURED CONCRETE ` / OR CO'CRETE OR CONCRETE ,,fin CR CONCRETE l CO�BLOCK'WALL /! OLOCN WAL REOUPitU CLOCK WALL REWIRED -- MOCK WALL RECUR ED / ExrsnNG GLASS( EXISTING CLASS ! CONCRETE ANCNO EXISTING GLASS / 'i-..... .7 _.�� 2•u3N N:cIASs[ 0 16.0.9 44PL SOYJiA1NX7 i --•1•' -7 2' TO GLASS(SEE WL 53'fRNla1 SCHEDLU ON SI 110 GLASS (SEE i t FOR 9rll , A4LlS5( i 70 fA/u5(SET I&L SEPARATION EO EO TD SCHEDULE E O(5<E ON SHEET 19 FOR C IDU�QAM SOE77U!£ON SHEET I 11FORON Saw01 1/16':3"MAX.... 11 t1 FOR 19 LFOR (6063-T6)COM: EiADFS(O&Q) -FCR SM11'f 1D Epi I/2" i(tJ SW 199 FOR (LOCATE AT ON 9EET 19 FOR ALU..((LCLIASEli FJT1132 SSE 1 HADESOh Q AT EIR 9 E 1/M2• ` 9/DES mak 0 O Q) I I +/2•yH. - OF(D) 11 1 +USE 1.OR 2"MAX E11Q 1/7.•S.uS..... /f Os,1l2"SMS. 1 --- (ns APPUCA8LE)s2•.1/B•.O' ---- _ a 16•C.C. ,�-- ALNaNUY CUP ANGLE <' a 16"O.C. — ! ----- 4 -� (6063-T6 ALLOY)AT.I6HEKN� (1)Dio.1/2•S...S.Top& i Q N&r (2)1/4'0TAPCONSazHDRSr0SEE DETAIL X FOaJ q'� WNL AT 1.O.C.(LOCATE ATSIDE CONNELION OR tT,7' Efi1FR SDE OF©) 1 OR1 OR �E�e7EXC�i TO TRA KS SEE 0EFAL X FOR 4a10 TRACKS •Q�°• 1 `�'®•�„�.�- s�.>ETO TRxics 0-0-0-0 -0.0 E O a ON 3 END CONNECTIDETAIL 4 02 END CONNECTION DETAIL 10 END CONNECTION DETAIl 4 R(AUiTt1D ONLY FOR SPANS CRi11TFA iWN 12'-0' POURED CONCRETE OR ExSMG GLASS CONCRETE SLOCK WALL T E70SiPiC GU55 !� 4 �� / RECUII�A f� . i LASS(i1M1 }1 �J2-S.M, t _-________ ro CLASS(� //90 16 .c. Ica t ARu1w �/ a ----^ 6 pR®oR}�oR III F�7AIDC OHC CON, t,'_11 ,i/z"IAN. To DASS / .. ._... __ __-_ - "- f ON SLEET 19 KR ANCHOR t SCF FUR QI 4EET _✓. ._' _4._ eoNCREfE� ewFsOh 11 rTn T3rJ9 Fat cR DR 1 oR 1 Q�) 12.O.C. � ON 9kkETT 19 FM `t r__ .._.� 1} mR® ® � _- OR@ a O.C. _ --1/2(fay. --- 2•YIN. T.IN. EO ♦SET..U'.-:AT}ONS OF USE FOR �� OR OR 'r -0 BiNk" 1UA ON SKEET iS I OR OR I�oR I�OR l� VIEW Y 5 (i)OR IO oR O O O,�•®' DETAIL X PINKED co+:cl:ErE oR � d(l'®•O'®�•®' TION REOUR D aLoa Rat � 0•Oa0,0,fl,0s C+9T Q�1'QJ�'©©- REDUIRrt �—©•O•�a©•O-4�« (11 HV BLADE OR dA HV WINDOW 13LADE INTO �OO- �.��©.®'®.®- CONCRETE OR CONCRETE BLOCK WAIL. END CONNECTION DETAIL ®4 '43 4 'C�Q'U' A END CONNECTION DETAILd 6 "�� fLORBlA BUILDNG CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM �P. >GEl1 ip_ a Q S S Accordion Shutter System Z:7:LT7Eqo tI➢G. i . . ■ IM MADE#1 W/M W/0 H.V.WINDW RADE American Shutter Systems DLP ,i I TiArc I DRA.ND,: .L • TILLIT TESTING & ENGINEERING COMPANY STATEDF zaxi„�., ,,.,s..5z. ,,GA3N5 F ,, Association, Inc. I OLD 11-192 4/13/15 EAT~• 4/;a/15 Pr-:(0871-157+.7.Fas:(-'05)671-1531 ;2 Weatroods DrivD x OArA.AA11vG Ne ro•.. 0 e-nwc:Wtet Q.1.1— West Palm Beach, FL 33407 3 rJ-085 ���hArscs/••j...•CN `\�S WALTER A m�3R71Jr.PS 4 rrr Oh AL 4 1'A F1aRrw U:./u167 5 SHEET P.E. 'TtP} M1A(1RE/DATE 1 10 OF 20 SCHEDULE !11 SCHEDULE CE2 SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+'OR 'L-' MAXIMUM SHUTTER SPAN* -L+' wximum SHUTTER SPAN*'L+' D1stntan,N LEGEND NATES: (ft). FOR INSTAL ATIONS�W/SY yM OR 'L-' (R.)FOR R 'L-' (ft) INSTALLATIONS & or(9 or INSTALLATIONS W/ ,y CONCRETE& WOOD (1)Lf:UAXIYUM ALLOWABLE SPAN FOR A CNEN W/ONE H.V.LOCK or 0 or or LST & & r ONE tfiv LOCKS MANSORY POSITIVE ASD.DESIGN PRESSURE RATING• HD LOCK W/ NO LOCKING RODS or ONE IiY LOCK or�or OR W NO LOCYJNG 14741. L-:MAX.AU.CWAES SPAN FOR A C14tN N'EGATNE CENTERMATES®&®W/ONE HV'T' W/NO LOCKING RODS® ODS / MOUNTING F.ASC K& LES E(RN S. PV O h5.0.DESK:.N PRESSURE RATING. LOCK® LY/ISYO LOCKING RODS®TOP& (SEE NOTES t.tt) (WU0 FOR UOUNTIND QQ DGITO!A SEE NOTES Ti SHEET 7) FLOOR/CEIUNC (�L TO OETBOTTO MAXIMUMLO SPUD FOR /n� CONCRETE&WOCO MOUNTING 'C. H. I, It,J 'i, U, W & X CTDP/DOTTON)OR RDOR/�cIU1iC: OO.NCREIE&W'000 INSThUTKNtS V CONCRETE & M �yO per,., DnTAiATIO is WEN A POSITIVE ASD.DESIGN PRESSURE RATING, t7rma Via u,-,uNrwb r.==X DErERUINE"IWUkl SPAN 'L+'FROM SCHEDULE RYAUS ViAU.MOUNTING HOOK/Cs'7UNC ry,1p n,00R/CEX=YOUNftlK: ^"n'o uoDN11NG ° oR CfhJi A NEGATIVE A.S.D.DESIGN PRESSURE MT71KI, f x'37 (q>) 7�"UOUvrA+C I.��1 n XL MMir-SC DETERUIN'E MAKIMUM SPAN •L-•FROM SCHED'-JLE. L 4 v; I_ ___i _ L-TW L f (RI (A7 L t•(A) t-{p d MAXWOM MUTTER SPAN%+OR 1 FOR 3(7 OR 16'-O' 16'-0" 16'-0' 16'-0' 317 i6'-0" 75'-0' 30 16'-0' f6'-0' INiSTAUATIONS INTO WDOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWAMT SPAN IS EQUAL TO THE 35 t4=:C• l4'-10" 13'-2' lb'-O' 35 71'-1G' it=:0' 35 15'-2' t6'-10' 105 paf.AS.D.DESIGN PRESSURE RATING, lu DETERMINED SPAN BET74£EP7 14'AND Y _..__..__-__..___.... 40 13'-10- 13'-10' 14'-2' IS'-2• 40 13'-10' 1 13'-10• 40 14'-2` 15'-2' C PROCEDURE O DEI'DWIiE MAXIMUM SPAN FOR 45 l3'-1' 73'-1' 13'-!' 14'-3' 45 13'-1' 13'-I' 45 13'-4' 14'-3• t H4 CORNER CENTFAMATE 03 MAY BE USED AT ALL COMBINATIONS IN EUWEE14 WALL MOUNTINGS �.._•._ _. ---- W/FU7CR/CFAING MOUNTINGS: 50 t2'-5' 12'-5' 12'-6' 13'-7' 50 12'-;• 12•-5' 37__. 12•-3' 73'-•1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS ____..._._..................� SIAL BE AS INDICATED ON MM3ATORY CONOITION J2 55 t1'-t0' t1'-lD' t2'-I' i2'-u' S5 n'-t0' il'-10' S5 n'-1' I1'-t t' FOR A GTiti F'G51RVE AS.D.DESIGN PRESSURE ....__.._. 60 jt'-j:_ _11114- 11'-Y 12'-4' 60 11'-4' i t'-4' 60 I O'-2' to'-it' NOTE 15.SHEET 5. Ra,KC: 65 10'-10• 10'-10• 1F-1' 11•-11• 65 10'-10" 10'-f0• 65 9'-5' 10'-1' Lj+ U.E LI Lt+n YAX.SPAN FOR WAIL Mlx3NTNf,INSTALLATIONS. 70 t0'-6• 10'-9• IV-5' 70 iC'»b" t0'-6" -„ �- L2+-MAY.SPAN FOR ROOK/COUNG MOUNTING 70 8'-9- 9-4' 75 IO'-i' 10'-1' 10•-4' 71'-1' 75 - 10'-1' ,0'-I'- 75 - 6'-9' tt DCFPT THAT 1<VAVM SMJTTER SPAN 1+OR INSTAl1ATIONS. $0 9'-iD' 9'-1 D' -ID'-9` f70 9•-10' 9'-f0' 'L-'AN1' W10LWM"D.DE$NG PRESSURE RATING Fd2 FOR A ClEN NEGATIVE AS.D.DESY7ti PRESSURE _ 85 9'-6• 9•-G" 9'-9' t0'-5' 85 9'-6' 9•-6' UbTAlATiOfS P7f0 fXR7CRTE 0.^,CONCRETE BLOCK RATING: AS FO11C&S' SO 9'-3• 9�J' 9--5' -10•-1' 90 9•-3, 9•-3•..� 5 IALL BE UIQ ' DETERUME: 1- CONNECTIONS TO KEYSTONE MOUNTING LT_��, SPAN FOR WALL MOUNTING INSTAU.ATIDNS. 35 9'-0' 6'-9' 9'-2• 9'-f0' ,95 9'-0'� 8'-9• LIMITED TO +64,-72 P.a.f.AND 8-O'SPAN, SEE L2-e MAX,SPAN FOR rL00R/CE1UNG MOUNTING -0• 9'-7, 100 8'-9' MOUNTING(M0 ON SHEET 7. INSTALLAMO1S. 105 9'-7' 7-I1' 8'-S' 9'-4' 105 8'-7' _7' T 10 6'-4 7'-7' 8'-7• 9'-2• 710 8'-a• T-7• FINAL MAIOMULL ALLOWABLE SPAN 5 EQUAL TO THF. e'-4• W-11' ,i5 V-2- r-s SEPARATION TO GLASS SCHEDULE MiMNUM 3ETri`it7, 'L'+"11+:1,-•AND.1-- 6'_17: V-2- - - S2o...._ ,_.6;_0• 6'-11' _ s _._..-_. (4) W TO ANCHOR D SCHEDULE BA.S FINAL WJ(IUUM _ 125 Y-IO' G'-6' 6'-C' 6'-S' 125 7'-10' 6'-6' ALLSSURE SPAN 0.O ETERUIN f AXID.I)EUM AN 130 7'-ti• 6'-5' V-10'-_8'-1' 130 7'-e' V- MINIMUM PRESSURE RATING TO OCTEHUINE IWn1AUM ANCHOR — — WIND ZONE SPACING. .._._135 .._7_-7'__.__6'-2'- T-9' T-9' 135 7'-7• 6'-z• SEPARATION _-T.40_- 7'-5' S'-71" T-T 7'••6• 140 7'-5' S'-tt'.... ASTM E- 996 _ iS5 7'-3' V-9' V-5' T-? 145 _7"-3" 5'-9- TO GLASS 150 T-2' S'-7• T-4"�-)'-0• 150 7'-2' S•-7• 155 7'-0' V-5' V-2' 6"-9' $205 .', 7'-O' i THRU 316'3 6•-tt' V-2' 7'-T' W-7' •-71•165 6'-le 5'-1' _�__0•_ 6'-a' '-t0'170 6'-9' 2• 6'-9' ..._..._....175 6-7' 4-9 V-y W-0' V-7''-6' 10 HV BL/•'1DE 185 6'-5` 4'-6' V-7' 5'-b' -5• 4'-G'190 6'-4' 4'-5` C-6' 5'-6'- '-4'195 6'-3` a'-3" 4'-5' v-5' 6'-3'200 6'-2• t'-2' ....6=4' S'-3' 6'-2 4'-2• 6'-r <'-, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane B 2015 E*TERN MrAL SUPPLY,INC. 1„7p1MINH,r„r7xx j BER AH P � Accordion Shutter System —• . FIV eLaw#1 W/OR W/o Kv.�11wN RALE TiL�oj AwS■S■A® iy,far' = American Shutter Systems pE Ca:RYJM PATE g G, tr• I*_ TIW7 TESTING k ENGINEERING COMPANY Association, Inc. a OLD 11-192 4/13!15!SHEET ,3/15$W,U.Sts.JOS.Y*GNI C AVD1.ti DtBr.111(.swWT-1530.F=:(305)971-,sat 42145 Wesloods Drive 2 NG Nae_k ovix-na— West Palm Beech, FL 33407 a _085WxxA m3-.r.cATE naRaA t.;�94.,67 1 OF 20 m W f$ � - to N d4dUJI , m J v 3Cj ` i ra ymo _U Ig , ' o N r �\ 6 xi 0SUN4 ¢¢+ is -Z di m W� c o� 1 0 g •1 8 =)w 0 _ ® V ycl 11 9 j m Q0 s- — 2 • E w m n1 h � •tll C O tJ 1 I m I 1 1 v 1 1 I n l 11 y 1 1 1 1 1 III I 1 1 1 1 ill 1 1 11f iljl 11 111 -p �j p�n galm{mnym„ av-;n�laYlnnl lat l l;T I oil' lji ( 11 11 t 1 11(III Elljltol � dp pd $�mgggwmloqmm�ill°�o'�c♦o „any7q`� 1 ; n h -j- I n�h 11 hn 1 1 1 1 1 1 I I Y Ijl Iti,l jl tl„111 U Gm V �mggmg3mqa qqm„m m mmn�m�q.r mNn^q qY�n' .nm _ c0 E i h�„1 1 I0 i t O h m o P� �m ela qlm mr alomam oamjnnmmm�;oam mginam+'na mlYVngv-nnaY lF'i •tn4 �$mm oV ggqomqqlqqqOqqwmmq aO Fq amnh Ngmjn;iq^q�q„h-{q„ 'Oji„agyY � E �� ' $gmjgqmqq mm mmmjgammmgqmmmjmmqqlop!gmmnmmjm�mrgmmq�mhqn��m",�n V 1Q�q qpOOmgm Dq Oq ggjqpmmmqq qm Oglgq p'q m�m pigm gmgfqmp mm 4a ggmn qqq _ {tammq oiq I I I 1 1 1 1 1 1 l l l l i i l l l I Ijl I I li{ ! 1 i i l I+I i1 1 1 t:l r l Ijtjl 1 111 1 1 1 1 1 ' 1 tS ppgmme oalmif 1 1-11 I' _ I I��pi ao j 1 1 1 1 r 1 I 1 1 I`1 1 11 t 111 111 11 I 1�1 t 1 a RgmgOnOqm�mwn�mj-;IFoil 1„,11 , I111111111I�Il11111i1I1Ij1111I M I 0 \ ,p gm�mlq mpmenq Dq agaoajmd A „I.t I a 1 1 1 m i i i i Ij( Ijl 1 1 1 4 1 ! Ijl ,'t 1 1 1 !II U I A �wtPPwww PmP ww9wmm Ah„ - I 1 1 1 SY mj I �P m'�aw Ppa I aja 1 1 1 1 1 1 liljl 1 7{ g OlOgo�Op-pa OIOO oO gOgOOOnO„ O°!q r� nn„qon T Ida_n c3,^' , I lii , 1 Ij, 1 FIT 1 'i' It d V .�j.•'wI__M__N N-NN_--.-N-NNn�^=NN=rIIN uu11 II�� .N..212,�v., k� I - u. _ 1--j - ^i_01•v O«0 j m O O m ai o I n iq 1 1 1 1 1 fit l 1 2,0� � R= j ��• a =i.^_s1sas1:;I�^_ixq�a�e��o� msw�Ign .i. tai I mIN'I 1�1 1 1 t'1 1 1 1 lit I f I I;t I I I I I , I I I I 1 1 1 lil t 111 I t l l l l tjl I. 1 1 1 tj11w 7Z 0�1-e +� �Yl� q Onq Ija 1 1 1 1 1 1 1 , I , o l Ijl I f t t l l l l 1{1 f l l I't 1 1 1 1,1 I t 1 1 1 1 1 1 t 1 1 1 1 Ill ji 7N (f x''21 p ngmo 1 n i 1.1�1 t 1 Iji 11 , 1 1 1 1 t lil t i l 1�1 1 1 1 Ijf 1 1 Ilt 1 1 1 if I,1 1 1 Iji 1 1- •• i�gq'mmmgmn njmmm-gt;jm I n Ijl I Y I 1 1 1 1 1 I1 1 1 1 I'1 1 1 , 1 1 1 1 IC1 1 1 1 1 to jl I t l i l _ - .{ �I.wmO ggmjq PPn PPq�PhmlFnl l„I 1111�1Illl lljl lllltlllll11111li1 K� $ooOO^OFOe� ^N' OgO�_n1 nn 11 nI�11Y 111111111ji Ij1111i1 , 1111fl11111/ lw- yNiaONii N mm q Z n_ NNN����w�^I�a�6l.--mN-aj2F^OPY•�}�ySorl mj-.1�1 1 1 1 1 1 1 \\\\ •t• T (y///// G pO �� ��SSS23SSS31STSS��SiS��Y�l�a�e��mj=1^��°tj�I��q Si9,P�IIwoF.q� ,;•��, t y'•••V J'�jJ":� f �q q� t 1 1 I IIt , 1 1 Ijl 1 1 111;1 I , 1 1 1 If,j( I,t 1 ( 1 IF1;1 1 lil�l 1 1!i i ��: \ k d•.2 Q YOo qam m�'.I 1 1 11 1 11 111 I ljl I I I;I 1111 11 1'1:1 11 1'1 1 loll :1147U 1 T 4J iRp gggq gq�ggmq mq ggmfgqmnm mq"ajmt 1 Ijf 1 1 1 1 I I 1 1 1 Ijl 1 1 t I 1 1 1 i'l I i 1 , i I i M. •\�V ��Q./1 tFC�+�{1 N g p m m P qjm p p m m u q qjw P m m q mtqjq q m Flq m g m a 1 11 I I Iji i , I i 1 i 1 I l 1 1 I M I[ 1 ' bwry'• � [yOVll Fj�.w PPPmPPPPPP .........jlq PPPPI I11I111111 ItI 11111111 11111 '�//” J ••• (' 41�-J\\\ 4O$ogfo oo=oo==ioo OOOOO oo(o ojoeoojo P i t 1111 1 I 1 11 I Ifl rytll al Y NiN _ �j� •N- •N-j1^ _ Hj^ r.NjN.N.?:•� N 1 I I, 1 1 1 1 1 sssss ssssxt _ ss ss��sss s�sssslsss�sszs-s mgmgmm-oaa 1x11 , 11111 ijljl 11111111 lil ljl 1 t , , 11111 I�1111 11 Io i l s mjgmgqmaumm;q::I Yn„1 1'I Ijt(1 1 1 1 1 1 1 1 1 I�.I 1�1 1 Iil 1 t I 1 i Ijf t i 1 1 , ^O(oppgWOneemmmjmmm��-m;�jl l'rl 1111111 1;11(71111 ( t i l ijl , 1 IEI I I 111 ) qm qq qq qm mm pp mlglm Omm{qjq gpq'v�h_jF„qnm 111{1 t I 1 t I Ijf 11.1I I Ijl 11 11 t 1 F w www j lil 1 1 i l l l l f til I I Ill 1 1 1 1 1 1 P P P P PjP P Pjw;P m w m;P wjq_ mIq 111 $m eel*o oqq 9992 o g'oo o o o'oe fop 000p o�qP l t 1 1111 „ 1 1 1 .1.1.vvv'v��v L�!v.N-vv v'.N.�M,, NN^.N 1 1 I I i l l IIX qq 6$mm Oggman 721--11 11 1 t i I 1 i 1 1 1IT. 1 1 1 1 33 OggmOm qa a„jm ♦Innl 1 I I 1 1 1 I t t 1 11 1 1 _ - 1 1 1 1 1 1 1 ( 1 111 I I 111 I I I I Ijl q mgiq mmgmmgmqOqqmqO�^aan NAY I Yanh n l I Izl I I , I , I 11, oil 1 1 I�I:i I i l lil #�I�m w PP Pw PwlgjPgmPm Owa„� y,ImlYm„q„i11 t- = 1 j HPai � H y l l I�1 1 1 1 1 1 1 1 1 11 t l 1�l iljl 1 1 1 1 O _OOOOOm O�pOOIO i_q.O.^ 0000010 Oo V„F yOrS„nq 1 1 1 1 ! 1 1 1 1 1 fjl i ,jt 1___;_�_ �'�q ttrSxl Y 46. - in t2 •v irl io MMMUM ANCHORD SPACING fin 1 SCHFDLiLE FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOL01Rw 4 G k H ON SHEETS a A 7) 1,ANCHORS TO SUPSIRATE SHAD.BE AS FOLLOWS: Eaton 17wzww,AOaQ=am Icues CONCR lC (A) TO DZIM POURED CONCRLIC(MITI.fa-3 W) wMN (E)WALL SNLL MOUNTING ©CEILING MOUNTING ©FLOOR MOUNTING -1/4b TAPCON OR 7TPL'SN WrIN APJNtCED THREAOEORY TECID.'ULDGY A24DOts,AS WN UFACRIRFD BY I.T.W.EXALO L.(IE re-3 4v) sm AHMM SPACING LFT`.ENQ -1/4'0 x 3/4'ALL PaSE^a SOLA-SET ANCHORS.AS DISROBUTD Br All POINTS SUMV.BOLT a SPECNLTY COMPANY.(Wt.fe c 3 i¢i) (R) R7O �MMAK Pfwa 7NTG CWC=M 9M PRS9dS T§ITPY am REG IK MPC` EglG -1/40 BLUE TAP CONdffiE W N ANCHORS W/CAP AS UFAMIRED BY FLORIDA FAS00el DIREa.LRC_(Yin(c.2 k.) 30140160175120 120 160 205RM 30 4o GO 7s 2O5 JD a0 ED 75 fp 120 180 205 T PCOM -1/4Y TAPPER;ANCitpRS As YUi'.1FACR77eD B(i'0'AS�G rASR7iF3S.RTC,.NdD D6'iTtBUtm Of ALl F`0?ti5 5CRLW.L LS a SPE{NLTr tt 12 10 a e a 6 la f2 f0 9 e e 6 I4 lz to D e o a e THRFAOWITH AW. ANCED COW1�OR ANY OBER APPROVED LICENSED OR AUTNORM VENDOR REGISTERED 19@t TIC CAN E AMERISIA71TER SYSINC. EMS ASSOCIATION.IN 3•-0' it 12 10 9 e 8 6 e T4 11 10 a 6 e a 6 14 12 10 9 B 5 a 9 ALL'Pam�A_� (w.fc-3 ke. OR LEES li +2 10 9 e a a a /{ 12 10 9 D E B a f4 12 70 9 0 e 6 5 BLUE TAP'W/CAP NOTES: 14 12 10 O B a 6 7 H f2 10 9 0 B a 6 14 12 10 B e B 8 8 AT)%MAN CIABODMENT INTO POURED CONCRETE OF TNICON OR TAPCON WITH ADVANCED THREADFT3a1 TECHNOLOGY ANCHORS AND TAPPER# 14 12 20 9 0 7 u 3S N 12 10 0 8 0 6 6 t4 t2 t0 0 a a It 5 T�4 ANCHORS 5 1 3/4'.LINO FOR BLUE TAP W/GAP ANCHORS IS 1 1/Y. 4'-0' 14 12 10 9 e B 0 6 14 12 10 9 6 0 6 a 14 12 +0 9 D a 6 53 74 12 to 9 o e 6 4 14 72 to 9 0 a 6 4S 14 t2 10 9 D 0 4 3.5 A2)Lrx3(UY FNBEDUENT OF 1/4'0 R 3/4'ALL PONS 50UD-SET ANCHORS SHALL BE 7/8'INTO TILE POURED CONCRETE.NO DWEDMFNT 14 12 L0 9 a 0 6 4S 14 12 +0 9 D O 0 55 l4 L2 10 9 a a a u INTO STV=SH%U.BE PMIETTED,1/4'0-20 SS,M.ACNINE SCREW USED SMALL BE 1 1/2'LONG IWC"SHOULD STUCCO 0051.AND 14 12 f 0 8 73 SO 33 - 11 72 l0 9 0 8 6 5 14 12 10 9 5 7 53 < •SR IEmA•#}6 K t>g.'f0A t•ULADVLIY FOR WALLS E WTII NO SIIICCO. $•-0• la 12 10 9 6 8 8 6 14 12 10 0 6 6 6 53 14 12 10 0 6 B 6 4S !A)OL W 94[7 19 f4 12 10 9 e 7 a - 14 72 10 9 6 65 5 SS 14 12 10 s &S 5 2: 3 A3)IN CASE THAT PF4OAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY'.VM BE FOUND ON THE 0=41 G WALL OR FLOOR 14 i2 t9 B B 7.543 - 14 12 10 9 e B 6 4S 14 12 10 9 8 6 43 75 ANLTICits SHALL L Be LONG owom TO REACH+TE YA04 STRUCTURE BE ND SATO WALL nNwI S.ANCINOWYLE SDIAI.L BE As INDICATED on 14 12 93 73 65 {.5 - - t4 t2 10 9 6 73 53 4 14 12 10 9 e a u 35 NO1L At)@ AA2)ABOVE.FOR U6WUT1O+Oi ON VINIl SIDING OR BFS WRn OR 1YIRUlR METAL STU05 CONSULT T19s ENGO+�R.FOR l4 1! 10 0 e 6 B - 14 12 10 0 a B 6 5 N 12 10 9 a 63*3 is IASGIlAl1C47 INTO EFS WITH METAL MOS SEE SP.MT 20, B•_p• ......_. .....__.._. 14 12 10 9 75 5S 3 - lir i"z' n es 7'Ss' 4 3 14 1= a e3 53 4 3 - 14 t2 f0 9 a a - - 14 12 10 9 a a5 5 75 14 12 10 e5 e 5 4 (0) TO DUSTING CONCRETE ENW)( (ASTM C-9O) 14 12 9 0.5 33 s - - 14 12 10 R 8 03 45 3S 14 12 10 a 7 a 3.$ 3 -1/4.0 TAPCON OR TAPCON WITH AMANCED TBNFAOFORY 7ECNRNOLOGY ANCHORS,AS WNUFACIURED BY I.T.V,Butax . I{ t2 LO 0 a 0 - - I4 12 10 0 8 7 S 4 I4 t2 10 D 73 SA 4 3 -1/4.0 x-3/4•ALL POINTS SDUD-SET ANCHORS.AS OSTROUEED Err ALL POINTS SCREW.VOLT D SPECALTY COMPANY. Y-D 1 4.0 BLUE TM CONCRETE ANCHORS W CAP AS YPN'JFACNRED BY FLORNDA FASTENEM DIRECT,INC. 14 1! 70 6 03 4 - - 14 12<9 73 6 u i.3 - I4 0.5 7 ss u 35 - - - / / -f 4.0 TAF4IER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,NC,.AND DLSRREUTED BY ALL POINTS SCREW.COU h SPECIALTY 11 12 f0 e3 7 4 -1- 14 12 f+0 9 73 SS 4 - 14 12 5 ] 7S 43 - / N I+ 7 SS 13 - 14 12 /0 9 73 53 4 l4 t2 9 7 6 4S 3 _ COMPANY OR ANY OTHffR APPROVED IKERSED OR AURIORTIEO VENDOR REGISTERED WTH THE AILEI GAN$}LITTER SYSTEMS ASSOCIATION.INC. 14 t2 +0 R 8 &5 - - 14 12 f0_ 9 8 6 4 - R 12 10 D 6S 5 3S - NOTE: __ _.......__ `__. _........__ 14 12 85 7 SS 3 - 14 12 .D W 55 4 3 - "E.518 5 4 3 - - &I)►6NLYUM E]rVEOLtEHi INTO Wt4CfezE B1DC4 OF TAPCONI,BLUE TAT W/GAP ANCHORS AND TAPPER+ANCHORS IS 1 Ile AND TAPOON to 72 93 73 e - - -[14 12 lu a 63 3 - - to l2 a T: 6.5 4 - - VLM ADVANCED THREAOFDFjI TECHNOLOGY ANCIIORS IS 1•. 13 93 a5 0 3S - Z. - 12 10 0 63 - 14 12 8 a3 5 4 _ .-0 t4 12 /0 9 0 - - 12 10 12 0.3 J 53 i - - EL2)L-"UM EUBEDYENT OF 1/4-0 x 3/4-ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY DMEDDED 0110 THE CONZFo E MOM NO 14 13 - It f a5 E 3S- 11 8 55 a i5 - - - ILBEDU NT WTO STUCCO SHALL BE PERMIT ED.1 4'a-20 SS UACHJ E SCREW USED SK41L BE 1 1 _.. / 12•LONG YII:5ILN 57t0UGD SIUCCD 14 I B -S u - - - 14 0.5 7 SS 6t3E)75(ANO 1'EBMWY FOR WALLS 1Y/T11 NO STUCCO_113 0.3 53 4 - 12- 9 7 0 4.5 - - N 11 ] 35 45 3S i4 12 10 9 73 - - - 12 10 8'63 3 - - 14 12 e 6 5 4 - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCREr_PANE35.PAVERS CR ANY MEER BE FOUND ON THE E01Sn90 WALL OR ROM 0•-0.14 IU 7 5 3S - - 83.3.5 S s 3 ==10 75 S 4 3 - ANCI OS S1WL BE LONG EIDUGlITO REN'111,E&V N STRUCTURE DOI=SAV WALL nh'5f{ES.ANCfgRAGE SIlAl,t3E AS tINCA'JOTD GTN14 11 73 53 - - f15N 9 C S 4 - 23 9S 15 4 4 - W.RES B.T)&@.2)AEOYc.ET)FR kNSNP.LU01gN5 CN VeTiL LNC OR E7.i5 WRiI OR Win+OUT IA€UL SnAS CCM7AP•S TE85 ElR:3tiEIR3 t2 8 65 5S 4 - At 10 aS 5 4 3ORSTAU1AgtVLMLO1f21D tt 4 7 6 4.3 - - fa 103 7 SS 44 3.5 - 125 93 5 - tz 9 a 4S 4 ] 9 7 43 33 3 (C) ANCHORS SNAIL BE INSTALLED FO(l,0WAG ALL OF TLE REMUM NOAT1CNS AND SPECIFICATIONS OF TIE ANCIM S V16ttL:A:IURFA. 14 10 7 - - - - - 14 103_L;&S 43 - - - 1.5 PS 5.3 ISS 73 - - - 93 7 u - - 14 IA TS 6 5 - - 12 9 6 a5 4 - (D) SLE SCHEDULE BELOW FOR EDGE,WSTANCE(CO.)VERSUS SPACING RELATIONSIO FOR ANCHORS, 12•-0'it I� 14 12 8 &Y 53 - - - 1120-63 5 4 - - - EDGE INSTANCE VERSUS_eoeP.N^. BCNEOIU(F EOR ANCHORS, 13 0.S u - - - - - 11 5 5S 4 3.3 - - a 6 4 ) - - WA211NM ANCHOR SPACINGS NTE VALA7 HTyt EDGE UWrANCES IHDICAXED BEIM FOR E 0.LESS TPN ItC mizATED,FMOUCE AHOHOR s'Acwz 3.5 95 6 - - - - 13 95 OS S 4 - 03 8 5 A BY YULTIPLYMG 5PAMC SROAN ON SCIL'DULE Err DIE Fo1LOw'NO FACTORS 9 63 14 10.5 7 5.5 4S - - RFUMUC D 1f a5 33 4.5 33 SPACEVS 091KNED USING FAC-TOR S LL NDr ERE LE".S TPN UJAY'JN SPAM#INDICATED FOR FALH X40MR nw- 13'-D•is 12 _ _ - _ _ _ A It3 73 a 5 _ _ _ I2 s 6...43 4 _ _ FACTOR IW a - - - - - 10 7.5 5 t 4 3 - -i- 73 55 L 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER+ a3 a5 - - - - - f; 9 a 45 4 - - - 93 7 R 3 4 _ _ _ [OCE TAPCON ALL POINT SOUD SET BLUE TM W/CAP- a c - _ 13 9S es 5 - - - - OG j14 4 - - - T ODCTANCE TEDREADFURLI TECEOd1A0CY IAN,sPAcm.*.: _ u 105 7 5S - _ - - f1 43.___ E0. MIN.SPAGNG-3' UK SPACING-3' CSV.SPACING-3 1/27 1LH SPACING n r 3 3/4' 4' _ 9 7 43 15 - - - - 7 3 I- - - - ,'I HV GLAD W COMCRURED EE SLLOCII:CRETE PGIPL'I mI7ETE 1�E HIDE. lX1DSCR'ETE TEfO.00Xa DEa-PO)6D�COQF7E RID( 15 0 - - - - - - Il 8 53 4.5 - - - - 9 - - - - - WINDOW HV 111 Fa•5 AM F�'3 1/Y Lp ED•21/L' Yt1 LO•J 1 IAN FA•3' Tat CL'•1 1/l YR r_II•2 1/! 73 6 - - - - =9S - - = - - BLADE WORKING 3' O,Do 10 - - - - - = - 10.5- i5'-0' g _ _ _ _ - aS e3 as _ _ _ _ _ a,3 _ _ _ _ _ 2 1/2• QV1 1.0 .._ .........__ _ 0.87 1.0 to - - - 03 a 5 - - a� - IN UNISQN♦ z 0.71 05+- - 1.5715 53 - - - - 9 - - - - - - - - - to - 3 ' 091 - - - 0.43- 0.z5 - 035 93 7 s RORIDA E3'(11LDING CODE{Non High Velocity Hurricone Zone ,�J`` N.TiL(/'"o, 0 20D5 EASTERN METAL SUPPLY,INC, ����''ENSe BERTHA HVT„ •' �ENSF' /"'� _ �•��--�-'=� �-r Accordion Shutter System p ;* i L E C O ■ ■ r ■ KV.IAADE ff1 W/OR W/O RV.VANCON aAX American ShuHar SySlelnS ZEV.NJ OMWM> DATE 1 rru9TN Br: Ali. TILLJT TESTING dt ENGINEERING COMPANY gjATE OF 6„3 e.9,x(, .sem.303.AA w.GA'RDM F$RGA 3 1 AssocTatlon; Inc. f -aD 11-102 14/13lis A� 4/TSRH s POen¢:(.10)571-1530,nR I(3rb)871-1331 4268 WOstrOOdS Drive 2 16LO(1 •TO• (jam-.�"� rnroclaccaaca.a+n West POim Beech, FI. 33407 s�- I-'--' DRKN(NG NO ED- 6719 15-085 �SfONfA�-A�Aa``` To A 7UJI'-,P..E. 4 l-„�__=. P.E. �' L'tSi NATiIRE/DATE nO'o`U` /a41cJ _6 SHEET 13 OF 20 n l O n o f r71 a V ' O o ala it ff m s LLII i U U o o p if O� p m cc r —J zzO V Q cY lot i {0,� 5 L� 'Iii-'ry�S IYZNN t.i ■Why YOQ a �O TQWLL� C V �2 O D a � Otri � m ■t���`,v e-F Odz� N U r 1= >42 A > ■ V IDy a G 0. (( o I- ('f,i �nnnn.jn Nn nnl..l nfnl In+n�l inl I1N1 i1 1�1 l i:.1�11�l1,1lni I I�nl 1 Iani i lfi 11 � xRs�'A� au 11p'' tr91 BNn nN�NNNYn »a-141?Sit n'n11N!n1, l»I l .�n lel l�:ifl lam'( ( 1'. I l l�vi i lnl l ® �Y'O}aii ZSu. �n»nnnn»nn nnn Ynnn Yn»nNi»�V�n � ivl»^�I t�n,nllnnl infll�nl ll�nl llh, l � WT,���+w�s yy,, $n nNinNnnn n��» nan•,Na»� !.'-nn n.Inl . I�»ll ilnll q IC nnnnn�n�n»»nnnnnn nn»»»innnn'njn�n rn.Nla._nln nhl-na»`�N.�nnv.nn�,'1,r .n;�1 � z r°'l�s IOU nnn:nnnnnnnnnnNnnNnn » njnlnn nlnNn��n»��,»NnYnNnn»nn�nl.� s NyG W nn n'nnnn»n�Nnnnnnnn nnln Winn»nlni»nnn»nnpinnn;»fin nln nnn n�n Win»nnnnN ~�.. Q9.oNNFNn nnnn nm»NN»(»»In ni»njn nnnniAnnnnnnnnniN n'n min n;nnn»nnnnN�n Nnn n» �,°,a �Tanan.n»Ianr�.I n('I litl ! 1!i I S �n «ajn'an.n Nahr Yi.rnnnn,1 1 1 uf. . l�( t i�ai.it I n l 1 I I 1 „ I•I 1 1 1 1 1 lii 1 ``\\\\\\\� ...•.* '1��'�' � �n n!n«nnn nam .�Injnl ln�ll lln 111 Im. i 1`:I�I I .C.ljlihl tinil'1 `.�� "•�J��'�� n�n",�n�ny,menln,,�n�n r 2�S Ind r«�n'+�n njn n�n n�n"�n nanr�nnma`in hm »a`�4n"7,qar.+'�,•^in;,. lnnlrnil ~' � OC�-1,;J yd Z v nln r.n N n Y6J1 n�^n^n�nn ^,r n{n y•• •' Q �'a' O r�nn nnnn nnn Irn rn nirnnn�n r�r- Wan mnr.nnnnar;ar iYa � ;'��v y, ,Q nin�«nnrrljn rrr renin nn nnnn«nn nn rrnnr•�r nnn nnnn«rr njn nn nn nnlnn i�! silo _104=21224A a!^I�mnayp.v v I I nl`,a11 1 I�n r .0 l 1 Ohl 11 I . . 1�1;. * `� ,/11111111 o r• �i � � �el uimw.d�^rY{n6eA1i-dn�vl•l 1 h�1 1 1 n I f I ,'I I / I,t I I'1 1 1 1 1 1 1 1 I�l it 1 1 1 1 1 1;1 I 7x$p � �'"'fo�aia'm M^nimnl1m.N»enuY,Y Yn�a 11 bars v n1 1 1 I IFi;I 1 1 1 1 1 t;l i an°Iaa:m.nna4a�n 224 H:- til.°I,irfll I na I I nn iA Aid. I _=nP!«- r:��mmla.nam�nna�a'. i�".v.l I'��.i lry`,111 $� 8 �(_ "«:r "n""-(=ieo peas''�m��®nanamm�n�v'aaIn AA���l„n.;n'n..nn^ $$$$$$ � _ Paul�'malRminml�;a�n�mNanwl:ma^:� qR= �hi"~i"� �' ��_I.�Ico�n�ales�ial= 73m m�a ml'11 1 lil I1I . h oil l Il�. l�l i t Ilii �� �e m!m 11 I . I . l f l Itl 11111 lil 111111 11 1111 1 m mlm .Im m m m m O,n m Iii . . . . . . 1,1 1 1 1 III 1 m ojm mmmm mm mmm mmm mm mmmjm m�mm min.�. l . I �np w P P'PPP P mP wqP qiP q`q P�P . t 1 e P I 1 e --- - Lis O � .y a `t h i➢ t1 ttJ O+ a N it V N Ipl