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HomeMy WebLinkAboutProduct Approval r ionaa tsunaing uoae vniine rage 1 of Z RECEIVED JUN! 15 1015 - Ffodda Department` BCIS Home Log In l User Registration i Hot Topics : Submit Surcharge i Stabs&Facts Publications . FBC Staff ; BCIS Site Map . Links i Search Busines Professiv�i = �` ' Product Approval USER:Public User Regulation ® Product Approval Menu>Product or ADDlication Search>Application us t>Application Detail FL# FL389-R7 Application Type Revision Code Version 2010 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 bfeeley@easternmetal.com Authorized Signature Bill Feeley 0 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email 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 Walter A..Tillit,Jr.P.E. the Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE V Validation Checklist-Hardcopy Received Certificate of Independence FL389 R7 COI ASSA INC CERT.IND. HV3 14-0428.02 DRWG13- 031.ndf 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R7 Eauiv LETTER CERTIFY ASTM E 1996.odf Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 6/5/2015 rtonaa tsuuamg t-we un11ne rage kn Product Approval Method Method 1 Option D Date Submitted 05/05/2014 Date Validated 05/05/2014 Date Pending FBC Approval 05/06/2014 Date Approved 06/23/2014 Date Revised 04/29/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 13- (top and bottom)for storm protection 031 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R7 II ASSA INC DRWG 13-031 HV3 NHVHZ.odf 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"for 35 FL389 R7 AE ASSA INC PROD.EVAL.REP. HV3 14- psf positive ASD load and 13'-0"for 35 psf negative ASD 0428.02 DRWG13-031.pdf load for one specific condition shown in span tables.Max Created by Independent Third Party:Yes span versus load varies with Blade 1 or Blade 1 and 1A working in unison,as well as existing structure condition. See sheet 5 for schedules showing appropriate values. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 11-192 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R7 II ASSA drwD 11-192.Ddf 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 FL389 R7 AE ASSA Productevaluationreoortdrwo11192.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'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 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 11- (top and bottom)for storm protection 194 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R7 II ASSA DRWG 11-194.odf 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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R7 AE ASSA Product evaluation report drwo 11- for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 194.Ddf 12,25 and 28 respectively Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a 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 click here. Product Approval Accepts: sLcuritx.%trTRtcv https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 6/5/2015 GENERAL NOTES: 1.BE THA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RE.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd>0.65,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19 &20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV SLAMS 0)& A BY MULTIPLYING THEM BY DA IN ORDERO COMPARE THESE W/MAX,(A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13, 14, 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED 00214,01-03,#0715,01-03,#1004.61-08. 91214.01--05,#0317,02-OG,-#0609,01-10 AND 10210,01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E--1886 AREA M HV.ELAD D HY W!b1paw 81ADE-(9Al AND E-1998 STANDARDS(MISSILE LEVEL D,WIND ZONES 1, 2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE, (WHERE APPUCABLa -HV WINDOW BLADE m 00505.01-08 AS PER AMU E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES I, 2, 3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2. HV BLADEtQ AND HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR OIRELr MOUNT CONNECTION TO TRACKS SHALL BE 0f 4x2,75'AND 1114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135,0 kel YIELD STRENGTH AND 180 kal TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD, 4.ALJ.-TS ALLOY,EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063 END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS -TG ALLOY IS 30,0 ksl AND 35.7 k01 FOR MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kel MIN,YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3,4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Kal MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR-ANCHOR SPECIFICATIONS!HV BLADE QQ : 12.IZ,14,15 AND 2D . INSTALLATION DETAILS M-R,WOOD SHEET IB HV BLADE ID&,Q WORKING IN UNISON: 12, 13& 15. INSTALLATION DETAILS S-X;WOOD SHEET 17 B. BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S,PATENT#G'778,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.-PATENT 1i5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 METAL SUPPLY, INC- 9. NF9.IT SHALL BE-THE RESPONSIBILITY OF THE'CONTRACTOR TO VERIFY THE.SOUNONESS OF THE-STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK .AREA 3• HV WINDOW GLADE 64 DWY ALL SHUTTER COMPONENT EDGES:WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD ARS 4t HV WINDOW 8 ADE C1�ONLY CENTERAIATES AND-ENCAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715,8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V,ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P,E.O.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER i0 THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone III r7A ��. ©2011 EASTERN METAL SUPPLY,INC. W Accordion Shutter J; System H.V. BLADE#1 W/OR W/o H.V. WiND W BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SySt®ms EV.N OES01111OR DATE G WN BY. AD, ` ST Association, Inc. 1 QLD 11-063 11 19 11 GATE: 11/29 11 W55 N.Yl.3Gtn.se,sto.]O5,NRfilMR OMOENs.ROFIG]]TGs xxx Phone (305)871-153D.Fax:(305)871-1531 4268 Westraads Drive 2 DRAWING No ;CES'•��RIDP,. '�`1,P o-meo:t0leco®eelsem West Palm Beach, FL 33407 3 � I_t 9� EB-0006718 S/O G\ 1111 WALTER A.TLUT Jr.RE 4 SHEET P.E" I 'TUf��/GATE FLORIDA Lie./44167 e O 3'.FOH WtiDO•/8t z 0 0 VARIES .918° 1.491' ¢. ,R �� 1.200' 0.454' 0.a I 71 4.857" 4.999' 1 WV SOLID BLADE 37g ® V 90°/180° STARTER O ®WV UNIVERSA- FL INTER COVERED UNDER US PATENT �;,5458179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE iQ 04 HV BLADE HIMOUNT tQ 1 A HV WINDOW_BLADf* 6005-T5 ALLOY AND TEMPER QUALIFIELDIREGT D FOR USE`W HV 8063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE .a73` 6063-T6 ALLO - 32 6" 1,500" 6063- LOY AwlTEMPER 085' ?•iP. .p '� .994" "17000ry 670' 228" - "072 042 o4,897' 0.0 2" — _.. 0 2' O7 HV ADJ. ADAPTSf, W/LIP .436" 129.: QUALIFIED FOR USE W/ HV •020 BLADE ®j{V.BALK-OVER TRACK O (,QQ$TRACK 6D QUALIFIED FOR U5E-W/ HV 9 WV j�{;W 'fRAC� 55' 3.750 QUALIFIED FOR USE W BLADE(1) QUALIFIED FOR USE W/ HV BLIND 6063-T6 ALLOY Ab TEMP BLADE©ONLY. 1O HV m�DUARD 6063-76 A PER VARIES 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR U�E W/HV BLADE(1J 1017' a VARIES 1.036" 6063-T6 ALLOY ANMD TEMPER obs oea^ ICD S .063 g o03" 09^ oes ' n ' .060" - . 670 ? v. •093• 093`9 e70 1.666" (�11 HV 1 INC_HEADER WV .HEADER/ IIS CEL O 93W�C WAD Q UFlED FOR USE W HV SLAD 1 ONLY, QUALIFIED FOR USE-W� HV BLADE 1 ONLY / 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 4 HD WAIL] HEADER/ SEE SECTIONS FOR VALID] SEE SECTIONS FOR VALIDITY. O O QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER MN,%MN,YMM1L t COMPONENT A B TI T2 X Y t � I" ,• ,667" e y 2' 2" 0.,25" . 1 17 2" 5°MAX. 1/8" I/B' ]" 18 2" 5"MAX. 0.192" 0.192" SIDE ANGLES GARNER QUALIFIED FOR USE W/ HV ALUMINUM-AN= 19 2.5" 7"MAX. 0.190" 0.190" P)STS BLADE 1Q QUALIFIED FO USE W/ HV UALIFIED FOR USE W/ FIV 6063=T6 ALLOY AND TEMPER BLADE�1 ONLY, BLADE N 9063-T6 ALLOY AND TEMPER ® 2 5"MAX. 0.139" 0.131" 6063-T8 ALLOY AND TEMPER FLORIDA BUILDING CODE Hon nigh Velocity Hurricane Lone '11�F .........1 (02011 EASTERNMETAL SUPPLY, INC. -- " --" E S Accordion#1 /C Shutter System �N ■ ■ ■ ® H.V. BLADE�1 W/CR W/O H.V, WINDOW BLADE p �}4j67 ? American Shutter Systems• TI LLIT TESTING & ENGINEERING COMPANY Inc. ev.No DESCRIPTION OAiE DRAWN BY: A.O. ell!N.W.3W.St.,ate.305,MRNNP WIDENS nOF 33169 A6iaoclatitlrt� tl + OLD 11-067 IIJ29/I I—: 11/29 11 � Phone:(305)871-1530.rae:(305)071-Is3t 4268 Westroads Drive 2 �� •' :c ORIO C 9I:61t°e o°°I,c°m West Palm Beach, FL 33407 3 DRAWING No /C� P,•''\`%C/1'l WALTE fl OTILLR14r.P.E. { 11-192 \\ 1 P.E� Q NYt &ATE FLORIDA U.y 44107 5 SHEET OF +-m 6 CNCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE SHEEP 131 REQUIRED 1/4'0-20x7/4"S.S. CONCRETE REQUIRED CONCRETE ANCHORSAN NE SCREWS REQUIRED. CONCRETE ANCHORS Eaa (SEE SCHEDULE ON /4'-20 18 R 5�A ATONE ISM MOUNTING®ON SHEET 7) / r SHEET 13) ® 12"O.C. (SEE SCHEDULE ON SHEET 13) / 1" 1 2 OR 1 4 Min•, I/4"0-20x3/4"S.S. .EQEQ MACHINE SCREW USING 1/4"-20 NUTS - 19 U 12' E D° /2 .250'Max. Y/�A I 13 OR 5 _-_ —>3 «+ 15 . .250" l as0"Mo.. ,L I i� _ I OPTIONAL 1 j OPTIONAL 1:EARATION 91� O i I EXISTING MIN.SEPARATION TO GLASS 1 r 11 rift ELAOEmuo 1 OR 1�! EXISTING i a•DFs m&� I I ' MIN. SEPARATION TO GLASS I —�/ GLASS —(SEE SCHEDULE ON SHEEP 11) GLASS-1 r`(SEE SCHEDULE ON SHEET 11) EXISTING i CLASS—, ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION Q ,yVAyY LL HEADER._INS YAL.LATION + KEYW= i EX1571NG ' MIN.SEPARATION TO GLASS CLASS---1 �—(SEE SCHEDULE ON SHEET 11) 1 I To c�A�s lel i I! I --DOR 1�0 I I i 1 EXISTING_GLA ; MIN.SEPARATION TO GLASS GLASS 1 1—1a6DlAE ON OR'*— R' I I ~(SEE SCHEDULE ON SHEET 11J 11 FOR RUDE Q)A`L �I f I ON SHFEf-19.,r a1AOLs D&Q$T EXISTING ) ' / f OPTIONAL GLASS—+ � I,' DPTIONAL I I 1/4°Max. MEtCONCRETE � � 13 aft 15E. 0.« I i EQ EOaft2 OR 1 4 1/4°o-20x3/4"S,S. MInEQ EQ P ILLIPS TRUSS HEAD 1/4°a-20x3/4"S.S.PHILLIPS MACHINE SCRETVS USING CONCRETE ANCHORS TRUSS HEADMACHINE SCREWS CONCRETE ANCHORS 1" 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON - W/ 1/4"-20 NUTS 0 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK C NCRETE ANCHORS REOUIRED WALL REQUIRED O HV WALL SILL–I TALLATION (SEE SCHEDULE ON O Y WALL SILL INSTALLATION LI POURED SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL.INSTALLATION INSTALLATION DETAILS W/ MSHEETER w E GE DISTANCE O SEE UMITATIONS OF USE FOR BINED (SEE SPECIFICATIONS ON SHEET 13) BLADE ON SHEET 19 HV 9LADE FLORIDA BUILDING CODE Nan Mah VelocityHurricane forte 151111���A•TICCIT = (a 2011 EASTERN METAL SUPPLY,INC. 1 `' •^'��CENS ;'� T:l� ® ��� ® � ��® Accordion Shutter System FC N`o,:X34167- a H.V. BLADE#1 W/OR W/O H.V. IMNDOW BLADE American ShuNer 5 stems y EV.Ne OESCBIPI ON Ott DRAIYN 9Y; A.C. INEERING COMPANY TILLI7 TESTING & ENG 6355 N.1Y. 16U.Sl,51x.MS.YRGIN1A OARGENS.FLGNOA]]166 A990QIGItIOT16 Inc. f OLD 11-063 11 29/11 DATE: I1 2B/11 o'• /SYAlEf1F a 4268 Westroods Drive 2 Phone:(305)871-1530.Fax:(305)871-1571 DRAWING NO _�.C�;'•F�OR10P.•'�` 1,11 6-me 1'I—O.W.— West Palm Beach, FL 33407 3 'I1-19,Z ss \� I11 WALTER A.TILUT Jr.P.E. 4 FLORIDA Ue.1 44167 5 SHEET P.E"' tiH4�/DATE 6 6 OF 20 POURED CONCRETE ANCHORS I ytE gpA,�i.,OY I + ' CONCRETE I sEPMS i 1 (SEE SCHEDULE ON SHEET 13) Samu�ON( Ir , ) OR ® EXISTING ��d ) TO aAss REQUIRED -i I ' GLASS—I I F(SEEs EC=ONS t SLAB IIF i 11 FOR FGi I I �iI� N'N.N"Bftl.V I II snEET It) t /��\J APPLICABLE EXISTING�I BVOEB mkm I d_%w S EI81i1 I I I I I /— GLASS AUl'RTLVE i �� I i EXISTING E I ANCHOR ,I I GLASS I i' '✓ i LOCATION ( #10 3/4'HEX WASHER HEAD i , II OR 3 OR 15 3/8'MIN. 'TE.SCRE�'JS O 12"O.C. EDGE OF 3/8 MIN. CONCRETE ANCHORS i SLAB IF a 7 (SEE SCHEDULE ON SHEET 13) APPUCABLE i FACE OF EXIS11N0 I I EDGE OF 1, / SLAB IF O GLASS—� / APPUCABLE SLAB IF 11/2 I' EDGE OF MN.SEtMRVIaI APPUCABLE E. A. BLAB ff TD sm (SFE APPLICABLE POURED { POURED FLAT HEM CONCRETE ANCHORS E.D. CONCRETE POURED-� CONCRETE REQUIRED (BEE SCHEDULE ON SHEET 14) O REQUIRED FLAT HEPD CONCRETE ANCHORS IeADLa mlk Q3) ' QEZ CONCRETE ® REQUIRED E 0,. E.D,}— (SEE SCHEDULE ON SHEET 14) I1 TRENCH.. INSTALLATION VALID ONLY FOR UP TO 4.70, -76 PSF A.S.D. THY WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER ® HV. FLOOR INSTALLATION t SCHEDULE ff3,SHEET 11 --��IV—C�IttNG-INSTAL TIS----._.._..------.----------- ---------- ----------------....__...—_...-....--• - '- EXISTING N. non CONCRETE ANCHORS GLASS Ta MASS M O CLASS tl —O (SEE SCHEDULE ON I/s'8 ITW RIII➢EX iAPCON W/ (SM 6H OHM HM�LFS (sec sOrtAlaE SHEET 15) A104CED THRFMFORM I 1 On SKUTT 11) $ ' I 1 EXISTING IECHNOIDGY OR 1 CD POWERS E%ISTIN6—"I / E%CLAN�' GLASS-4 MA GLASS J 'slPA4VIai f0 61A,+ I FASTF73/V N. BA N NOR5 W/ CLAN Hs[E scxEBtaE a1 fHrTf t,) —'O Id.s1PARulw ro s 1 J/4'M!N.ETIBFJ)MFNT O Or %• 1 -"I(StE 9;NO%EE DN SN 10 ' I.C. FOR UP TO 6'-0'SPAN AND D 4'O:C.-FOR SPANS IAREER THAN�7 1 1/4 i-0-SFJLANT AT EbER9 PASTEN iANFAD / 4 LUX. _ (1YP.)-(SEE NOTE-tt ON BHEFT 11 8 1/2" - w / I FOR LIMITATIONS :3 8' E D,» 10X3ER4"HEX Ea Mm. --- 3 OR ($ I' I, TEK SCR DEWS I CONT.SEALANT ff14X3•G4" HEX.HEM I I J R" -at 12"O.C. 1 B„ 8 I i ,• 7EK SCRhl45® 9'D.C, I _ ___ - •Z 1/4-0-20X3/4”95 MS OR 1/4'®-20 5.5.M.S. CONCRETE-ANCHORS __ _ ®aO �j; }'14x3/4"S.I.S. - ' 'I I/4" + USWI 1/i'{-20 NUTS W/NUT®9'O.C, i (SEE SCHEDULE ON 1 e 9'0.C. 1 M... ••K••''z O IR'O.C. r R ( SHEET 14) ' EXISTING NON STRUCTURAL 1/2• 1" 17 TS 2.00"•LAIN. wAL.TRw(oeCEMTNE SDIUB�F 13140 4"F.H.S.D.S. ,M(N; E.D. �� SRL) 17/B° 1 7 8' PPPABIFE CRETE ANCHORS O)B O.C. d POURED CONCRETE NOTE 13(b) SEE NOTE 13(h) c ;4 RE0.11CO •D POURED CONCRET (SEE SCHEDULE ON 0 EET 1 + :•' ,,. + ,0. OR CONCRETE dK SHEET 14) POURED REQUIRED a CRETE BLOCK OPTIONAL- POURED mRED ©XE� 510XE MOUNTING INSTALLATION CONCREFE K V W WALK-•OVER 1NSTALLATION MA%IMUM A,B.O,OES10N PRE59UREt+64,72 PXT REQUIRED O 110MUM SHUTTER SPAN W-0' (J�HV RAINGUARD INSIALLATION t r NOTE FOR COMBINATION OF SECnON3• yS INSTAL .- E.D. R EDGE 019TANCE EN PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT O SEE UMRABONS OF USE FOR OR ENTRANCE BLADE IA ON SHEET 10 ASSEMBLY INSTALLATION DETAILS W__1 T HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED pp IN ANY WAY TO SUIT ANY INSTALLATION. {gAiniFLORIDA BUILDING CODE N9on High Velocity (1UffICOTTe Zone L11,11� A. [[/Jp 02011 EASTERN METAL SUPPLY,INC. sFAccordion Shutter System A.& ®�ve H.V. BLADE#1 W/OR W/O H.V.vdlMW SLADE .•T.,�r ' �4 ILLIT TEST( American Shutter Systems EV,Nc OESCRIPTI aATE DRAWN TNG & ENGINEERING COMPANY s(e _ SfA�E OF r 8399 N.W]eln.St. .30.9, 7RWNU OMOENS,RCWOA JJ168 Association, Inc. I ILD 11-083 I1 29/11 DATE: 11 29 I 1 Phone:(306)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 DRAWING No --FSE•.,, ....•'�b,1"'5L e-mol -0009710.aon, West Palm Beach, FL 33407 J W_`� I' WALTER A TILLIT Jr.P.E. 4 _ �� ' !1' FLORIDA U./4+167 6 SHEET P.E. 541910 TORE/DATE 6 .0 R�CHEDULE d11 SCHEDULE 92 MAXIMUM SHUTTER SPAN ' "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND ' 0 ENTER 0 M (D & ® or Or INSTALLATIONS W/ CONCRETE & I L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or .�EN�td MANSORY WOOD POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCI( or &may or & W/ ONE HV LOCKS ® OR W/ NO LOCKING WALL A. B, C, D. E. M. N, 0, P. 0, A.S.D. DESIGN PRE SURE RATING.A GIVEN NEGATIVE CENTERMATES ®& ®W/ ONE HV 'T" W/ NO LOCKING RODS® ODS LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) MOUNTING F. K & L R. S. & V. BOTTOM SEE NOTES (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CON F.i�A, D INSTALLATIONS CONCRETE&WOOD CONCRETE MOUNTING & M WJOYUM MWMUN MAXIMUM GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A6.D.MU" A.9A.DESIGN A.S.D.DESIGN INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEIUNO PREMRE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RAte+O MOUNTING RAM & RATING FLOOR/COLING MCUNTINC GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (n..L1 TP'°'I') BOOR/CaIJNO AIOVNRNC (P.e.l.1 OR (.OR-) -i' (+OA-) (+03-) FLOOR ALL MOUNTING �4 DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L 4R L-(II) L+ (0) L-R L+ (0) l-0) MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR 30 OR LES I6'-0' 19'-0' t6'-0 16-0' 30 16'-0" 16'-0' 30 16'-0" 18'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10'- 19'-2" 19'-0" 35 T4'-10" 14'-10" 35 15'-2" I6'-1p' 105 pet.AS.O. DESIGN PRESSURE RATING, MINIMUM DETERMINED SPAN BETWEEN "L+"AND •'L-". 40 13'-to" 1'3'""-10° 14'-2" ifi'-2" 40 13'.-10' 13'-10" -40 14'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-I° 13'-4" 14'-3" 45 13'-1' 13'-1' 45 13'-4' 14'-3" t HV CORNER CENTERMATE g3 MAY BE USED AT ALL CON18INMONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-8" 12'-8" 13'-7" 50 12'-5' 12'-5s0 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-10" 12'^1" 12'-I1° 55 11'-IO" 11'-IO" 95 11'-1" 11'-11' SHALL BE qS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1V-4' 11'-4" 11'-7" i2-4 60 II'-4" 11'-4° 60 to'-2` 1p'-11" NOTE(J5,SHEET 5. RATING: 65 10'-10" 10'-10" II'-1" 11'-11° fi5 10'-t0" 10'-10" 69 9'-5" 10'-1" DETERMINE: 70 10'-6" f0'-8" 10'-9" 11'-9" 70 10'-6" 10'-6° 70 6'-9" 9-4" �" �"' LI+- MAX.SPAN FOR WALL MOU14TING INSTALLATIONS. U+xx MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 ia'-1' 10'-1" 10'-4° I1'-1" 75 10'-I" 10'-I° 75 - 8'-9" 't"t'EXCEPT THAT MAXIMUM SHUTTER SPAN"L+"OR INSTALLATIONS. 80 W-10' 9'-10" 10'-0" 10'-0" 80 9'-I01 9'-10° "L-"AND MAXIMUM A.S.D. DESING PRESSURE RAIING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8' 9'-8" B'-0' 10'-5" 85 9'-8" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RA71N0: 90 9'-3" 9'-3" 0'-5" 10'-I" 90 9'-3" 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: _ 95 9'x(r 8'-9' W_2" 9'-10" 95 9'-0" 8'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS 100' _ 8'-9' 8'-4° 9'-D" 9'-7" 100 - 8'-0' .E'-4" _ LIMITED TO +84,-72 p.a.f.-AND W-0" SPAN. SEE L2--MAX.SPAN FOR FLOOR/CEIUNG-MOUNTING 105 W-7" 7'-"" 8-8" 9'-4° 105 8'-7" V-11" MOUNTING©'ON SHEET 7. INSTALLATIONS. 9'- " 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN-'L1+", "L2+", 'LI"AND "L2-" 115 '8'-2• T- " - 8'-4°. 8'-1'1" 115 8'-2" T-3" SEPA �TtON_.70 GLASS -SCHEDULE .. ... -11` - 120 8'=0" 6'-11" (4)GO TO ANGHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8" 8'-0" 8'-5' 125 7'-10° 6'-8" ALLOWABLE-SPAN AND NEGATIVE A.S.D. DESIGN - 130 7'-8' 6'-5"- V-10" a.,., 130 7--8' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7° 6'-2" 7'-0" T-9' - 135 7'-7" 6'-2" WIND ZONE SPACING. 140 7'-9' 1s'-n" 7-7" V-6" 140 r-s^ s'-n° ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5" 77-3" 145 V-3' 1'-0" TO GLASS 150 V-2' W-7" 7'-4" d-2 190 7'-2" W-7" 155 7'-0" 5'-5" 7'-x' 155 7-0" 9'-9" 1 THRU 3 1" 160 W-11' 5'-2" 7'-1" 180 6'-11" V-2" 165 8'-10' S'-1° 7'-0" 165 6'-10" s'•-1' 170 6'-9" 4`-11" 8'-11" 170 6'-9" 4'-11" 175 6'-7" 4'-9" 6'-9" 175 6'-7" V-". \� LBO B'-8" 4'-6" 6•-8" 180 V-8" H Y BLADE IBS 6'-5" 4'-0" 8'-7' 185 0'-5" 4'-6"190 6'-4" 4-56'-6' 5-6190 6'-4" 4•-5" 195 6'-3" 4'-3" 6'-5° 5'-9" 195 6'-3" 4'-3" 200 6'-2" V-2" 61-4" 5'-3' 200 V-2" 4'-2" 205 6'-1" 4'-1" 6'-3" s'-1^ los s'-1" 4'-1" FLORIDA BUILDING CODE ['don High Velocity Hurricane Zone' IIIRN METAL SUPPLY,INC. 1 ER .• . nk ©2011 EASTERN BERT ENS"":�9. TM �® om Accordion Shutter System m ' H.V. BLADE#1 W/OR W/0 H.V. WNDOW BLADE American Shutter SystemsEV,N DESCRIPTION OATE DRAWN 6Y:MJO:Y, L.G. • %-c,1' J TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-063 11/29/11 OATS: 11/29/1 q TAIL OF •J \\ 9355 N.W.mh.St.,SLc-]Db.NRGINIA GARDENS,&DROA 3JI66 •' \` Phene: 305e-871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 0fl10 t1t ( il:tut-0.41—R, West Palm Beach, FL 33407 3 DRAWING j 2 X0 0 r............•�'� II ES-0006710 tl/ANAL EN IIItI WALTER A.TILUT Jr.P.E. 4 P.E.-Si(t/5tf)PVft�ORE/DATE FLORIDA U..g 4167 6 SHEET I b D o _ sma loa©OflflQ®oaaoaaBanco aadINN all a=logo aaaaaaaQaall Ba0009o9flppflcam eofl@@®@GBill aIaaason amap a:aaaaaaa11Qa11Qaaaa BIM11: flG®flGBBG®0609D®09000©BACA090a®©QOCBG®Qa®BaQOBaQflaa a®o200000:®00@®:so B0©0@9asoSao a@900III Q0aQa9QQQBQQQBologna; 8' local 0III oo0floo09000900®0009®o90B0099o8o90©H©0Bcolic Q®®a Bo0000000000000000000®000909090A90o0Q90909009000080®0900@ . o :Do000000000000000000000000000000000000000900000®0®00B909Q' eaoa00000acoaac000000a0000aoc000000oo211oc0000lll... 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Ahv`HOR4 SPA^!u• (Ina c u DIF FORA Rn+i p,!AY cH1TTTFR caerJ ASD DESIGN NEGATIVE P ESSURE aATING 0.D A CORRESPONDING A+OUNTING 9YP FOR CON HI OR CL1M:RETE BLOCK INSTALLATIONS (SEE MOUNTINGS I.J.k k L ON SSIEEr 7) POURM CONC ETE ANCHORSCING LEGEND 1 VYALK OVER k 1 ENCH 1�A PING" QRNNCUARD MOUNnNC K WALL/FLOOR MOUNTIN ©WALL/WALK OVER MOUNTI TAPCON OR (t0 AS.O.DESIGN NEGATIVE PFESSURE RATING(pd ASD.DESIGN NEGATIVE FRESSU S RATING(p1I A.S.D.DES P�SSLA MONG(p9 •9GN ISGAIIYE PRESSUiE RARNG(pei TAPCON WITH ADVANCED 30 40 60 7s 00 120 160 205130140. 60 75 Bo 120 160 205 30 40 60 7B 00 12D 160 205 35 4o B0 7s 90 120 150 los THREADFORM TECHNOLOGY 14 12 I B 8 B 6 t2 12 I 1 11,518.5 5 5 5 ALL POINTS SOLID-SET 3•-O' 14 12 10 9 8 B 5 6 17 12 12 12 11 12 9A 7 7 7 7 7 1 7 7 7 6 5 6 0 5 B 5 5 LESS 14 12 10 0 0 B B 6 12 I2 12 11 10.3 8 0 4.B 7 7 7 7 7 7 7 6.5 0 B S S S 6 5 s BLUE TAP I4 12 10 9 'B B 8 6 12 12 12 12 1x 10 7,5 B 7 7 7 7 7 7 7 ) 6 B B 5 5 5 6 6 TAPPER+ 14 12 10 9 8 8 6 11 12 12 12 11.5 05 6,9 6 7 7 7 7 7 7 5,5 4 5 B 6 5 5 5 5 4 ' 4•-0° 14 12 70 9 B 9 B 6 f2 12 12 12 12 GA 7 SA 7 7 7 7 7 7 7 7 5 5 5 5 9 5 5 14 12 10 9 B B 6 5 11 17 12 0.S 0 5 4.B 3.5 7 7 7 7 7 7 6.5 B 0 B B 8 6 B S 6 14 tx IO 9 B B B 6 12 12 12 f2 10 7.5 3.9 4 7 7 7 7 7 7 7 5,y 5 B 9 5 9 5 5 ' 14 1 10 8 8 8 6 6 12 12 12 11 9 7 5 { 7 7 7 7 5.5 4 3 9 S 9 $ 5 5 { ] 14 12 1 9 6 8 6 6 12 12 12 12 I0 7.5 5.5 4 7 7 7 7 7 7 ) 7 5 9 5 y 5 9 5 5 14 12 IO B 8 B 0 11 12 9.y .S 0 4,5 J.9 - 7 7 7 7 7 7 y 3.6 6 6 y S 5 B 5 4 14 12 1n e e 6 6 6 n 1z 1x s,y B 6 4,y - 7 7 7 7 7 7 55 4 B a s B e B 5 4 *SEE ANCHOR Id-12 10 9 a B 0 12 12 1.6 9 7.6 5,5 4 3 7 ) 7 7 7 4,B ].5 - 9 a 5 5 6 4.6 3.6 - SPECIFICATIONS 6,_0° 14 1 '7 9 a 8 B 6 f2 12 12 0 B 6 4.5 J,5 7 7 7 7 7 7 7 6 B 5 5 9 B 5 5 ON SHEET 13 14 12 f0 B e B B 6 12 12 8 6 fi 4 J - 7 7 7 ) 7 5.5 4 9 8 5 5 5 8 4 3 14 12 f0 9 8 e 6 0 12 12 10 a 6.5 y .75 - 7 7 7 7 7 6 4.5 - D a S B B 4,8 - 14 12 10 9 R 0 8 6 12 12 10 8 8.7 5 3.5 - 7 7 7 6.8 6.6 4 5 B 9 5 9 4 3 7,-0" 14 12 to 0 R 8 12 12 11 B.B 7 5 4 J 7 7 7 7 1 7 7 7 6 -67 6 5 5 B 6 fi 5 14 12 10 9 B 0- 8 5 12 Io 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 5 9 5 i B 5 J.5 1 { 1 10 e a e e a 12 12 e, 7 3.9 4 - - 7 7 7 5 - - 9 a 5 6 0 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 8 B B B - 11 12 8,5 ) 6,5 4 J - 7 7 '7 e,a 4.5 3 - - s B 5 5 +.5 3.8 - - PSF A.S.D DESIGN PRESSURE 14 12 ro 9 a B 8 - 12 12 0,5 7.6 R 4.5 ss - 7 7 7 7 7 7 4 B 5 s 5 s 5 5 RATING & FOR SPANS PER 74-n2 10 9 a e 5 - 12 e a 41 4 ] - - 7 77 es a - - B s s s 5 a 3 SCHEDULE J)3, SHEET 11 14 11 10 9 B B 8 - 1x 11 7.S 6 y .75 - - 7 7+7+7T 6 4.5 - 9 5 5 5 5 4,6 14 Ix 10 9 8 8 - - 12 11.5 7.6 5 16 - 7 7 e,6 5 4 B 9 B 8 4 J 14 12 10 9 8 B - - 72 12 9.5 8.5 5.5 4 J - 7 7 7 7 7 7 6 3 5 5 9 5 5 6 5 8 14 12 TO 9 8 B - 0.5 9. 5 -4 3.5 - - .7 7 7 6 .9 3,5 - 6. 5 5 a 9 4 ] 4 12 TO 9 6 B - 12 10. 6,5. B 4.5 - - - 7 7 7 6,6 5.5 - 6 a 5 5 B 4 14 12 10 B B B - 12 10,5 7 5,5 4,5 J.5 - -.7 7 9.5 {.6 0,5 - B 5 5..4539 - - - 10�-0`14 12 10 9 e B - - 12 If eA S S 3,9 - - 7 7 7 7 7 7 4,5 - B 5 4 S a 0 B 4:9 14 12 '10 9 0 0 - - 9.9 7 4.6 JA ] - - - 7 ] 7 5,6 4.S - a B 5 5 45 J.5 14 12 10 9 8 8 - - 12 9 6 6 4 - - 7 7 7 8 s 5 5 5 4.6 5 14 12 10 9 a B - - 12 9,5 0.. 6 4 3 - - -7 7 'g 4 5 5 5 4 3,6 _ ` 11•-0°14 12 10 9 a 8 - 12 10 7 6.9 4.5 3.5 - - 7 7 7 1 7 7 J,9_alo 9 -B S 5 8 5 4 14 12 ID 9 6 6 - 61,585 5.5 4,5 1 - - - 7 7 4.D J55 - - - - a 0 5 ]5 3 a - - \IJ HV BLADE -ONLY 14 12 10 -9 6 8 - 1 0 9.8 4 - 7 7 5,6 45 - - b 5 5 5 4.5 12'-0"14 12 10 9 8 - - 12 &9 6,5 9 4 3 - - 7 7 7 7 7 0 3 - 9 5 S 5 9 -5 -4.5 3.5 14 12 IO 0 8 - - - 6 6 4 J - - - 7 7 5.5 4.9 3.6 - 9 3 5 4.9 4 J 14 12 10 9 8 - - ID 7.5 D 4 - - - 7 7 6 6 8 6 B 5 4 14 12 10 9 6 - - 0.5 9 5 4 ],5 - 7 6.5 +.513.8 - 6 0 4A J.5 3 13•_0°14 12 I 9 a - - - 1A 8,5 B 4.S J,S J - - 7 7 7 7 7 4,5 - - 5 3 5 5 9 5 4,5 ],5 14 12 I 9 S - - - 7 9,5 3.6 J - - - 7 7 6 4 ] 9 9 S 4 3 14 12 6 9 8 - - - 9 7 4,6 ,75 - - - - 7 7 5.5 4.6 - - - - 5 5 5 4.5 4 - - - I4 12 I 9 - - 10 7.5 8 4 3 7 8 4 3 B 6 4 ] 14-0"14 12 10 9 - - - - 0.5 a 5.5 4 J.5 - - - 7 7 7 7 7 4 - - B B e 5 5 6 4 ] 14 12 f0 9 - - - - 9.B 7 5 J3 - 9 9 A+±+_ .14 12 10 9 - - - - B$ 8,5 4 - - - - - 7 7 6 { - - - 9 B 5 } - - - 14 12 10 - - - - - 9 7 4,5 3.5 J - 7 5,9 3,5 - - - - - 5 - 15-0" 14 12 10- - - - - - 10 7.5 9 4 3 - - - 7ff77 #11 B5 fi 5I 14 12 10 - - - 8 4. ] - - 75 5 4.fi J.614 12 B64 - - - - 7 g 9 5 4 14 12 10 - - - - - R.5 6.54 .B - 7 6 3.5 - -1{ 12 10 - - - - - 8.5 7 4.5 JB ] - - - 7 5 B 5 S S 14 12 10 - - 8 4.5 3 - 7 5 6 t ].b14 Iz 1D - - - 7.sss 7s - - - 7 5 5 4,5 - - FLORIDA BUILDING CODE(NOD High Velocity Hurricane Zone 1,111i� N.TIQl;,7 ©2011 EASTERN MaAL SUPPLY, INC. ��•• J9`EN 1 BERTHA H TM Accordion Shutter System ® A!"®17 'AS A TNI H.v. BLADE J/T w/0It w/o w,v.WINDOW BLADE �TILLIT TESTING k ENGINEERING COMPANY Amorlcan ShuHer Systema EV.Na DESCRIPTION DATE DRAWN BY: A.O. ^�••, STATE OF GIy95 N.W.36th.SL.St'.]O5,VIRGINIA GVtDMS,ROMDA 30188 Aa6)oalnticn7 Inc. 1 OLD 11-063 11/29/11 DATE: 11/29/11 -Z:- N Phone:(305)871-1530.Foe:(305)871-1531 4268 Westroods Drive a DRAWING No - F�OR�p•' V e-moo: 0000e991.eom West Palm Beach, FL 33407 3 1 1-192 �jC '....... 11 Efi-0000719 ^�/ 0111 WALTER A.PWT Jr.P.E. 4 P.E. SEAL AEP 6g7E FLORIDA Uc.B 44187 a SHEET F 20