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HomeMy WebLinkAboutSTORM SHUTTERS COMMERCIAL (4) Florida Building Code Online Page 1 of 2 RECE1\1 MM 177016 a .t t�M1 i� '^th�5.y� �£+���,�s...�, '� s","4',��'+a 7 �;�Y Fr,{�N� a �. rpky.�`' � p t ✓� ice' �{���i ei r ,l rsr., h, '� -rz<.- �=•:.�a ,h',__ der, ti�� F'' FIOIIdd Departrneilt 8CI5 Home I Log In I User Reg(st2tion Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Businessr "'4 ;° Product Approval Professi aI Ga E USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail f Ct FL# 9ev'Si.ision 9-R8 Application Type 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 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmeta].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 124 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf 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 Sections from the Code httt)s://floridabuildiniz.ora/Dr/Dr ann dtl.asbx?naram=wGEVXOwtDavYYHH2vTvx.53Mw-___ 5/5/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,(dumber or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.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 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf 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'-2"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 installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheetfor other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC DRWG.15-085 Ddf Approved for use o lde HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resists es Created by Independent Third Party:Yes Design Pressur,: N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-085 HV Ddf 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 HVI 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 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A INC DRWG 15-084 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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-084 Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively 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 emalls 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: ® eCli:_k RM 3ecurit munaca' htti)s://floridabuildinR.ora/nr/nr ann dtl.asnx?naram=wC7EVXOwtDavYYHH2vTvxSlMw..._ 5/5/2016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHU170 SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORAEA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. pp 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--0.85,USING ASCE 7-10 AND SHALL NOT DTC®THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETIERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: W BLADES(1)& I� BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD=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 WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: EM TYPICAL SHUTTER ASSEMBLY 30-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 #0214.01-03.#0715.01-03.#1004.01-05,$1214.01-05.#0317.02-06,$0609.01-10 AND 00210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AL7FA.T F11/ BLADE n AND HV WINDOW BLADE IIIA AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE /WHERE APPUCABLE1 -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER B"ATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE '® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(FN SCREWS),USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SWILL BE$14x2.75'AND#14x1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTFRMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi.YIELD STRENGTH AND 180 Pi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FN SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL-TSALUMINUM ALLOLLOY.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 6i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 394 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 bi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SH/LLL 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 w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICA71ONS:HV BLADE 0= 12,13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE D&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 e.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEMBEARS A US.PATENT 6'779,562 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT X5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.ING S.IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAIILK AREA 3: W WINDOW BLADE ONLY ALL SHUTrM 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 �S CENTERMATIES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE L I J ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL SND WALLS SHEET 20 PLACED FOR EVERT'OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE PERMIT IS APPLIED TO. •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 RED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILDY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)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 (EO.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 TO THE P.ED.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. IEE I FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone \=`%x l..1/�` ��'' ©2015 EASTERN METAL SUPPLY, INC. �tiCfi�''.u9.; 13ER'TMA H�/TM Accordion Shutter System `SFj �0.'�,� = ® IQ�c. to ® L91 E FIV.BLADE#1 W/OR W/O FIV.WINDOW RADE American Shutter Systems .H DESCRIPTION DRAWN BY: ML 6355 '�O'. 4aIH(EOF TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13DATE DATE 4/13/15 N.W.36th.St.Ste.305.VRROINIA QWDIS.FLORMA 3316 Ph...:(305)871-1530.Fox:(305)871-'1531 4268 Westroads Drive z DRAWING No a-man:buecocadi"m West Palm Beach, FL 33407 3 ED-00067.9 4 15=085 IR A HLLT ��l�lll 1 111\1\\ WALTT J,RE P.E. SEAL�Sy�PoATURE/DATE FLORIDA u`9 44167 5 SHEET 6. 1 OF 20 .. .��• J'0 FDR WIDOW MADE�a B N VARIES 1.918• 1.491" o Max. 1.200" 0.454• .091 0.a o 4.385` 4.999• 1O_HV SOLID BLADE ®H_V UNIVERSAL FLOATER .375' 55 HV 90-/180° STARTER OVERED UNDER US PATENT 8179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADE 1D ®HV DIRECT MOUNT HV BLADEQI D 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV CA063-T6 AL *SEE UWATIONS OF USE OF BLADE®ON SHEET 19 606LADET 6063-T6 ALLOY AND TEMPER 3.226' 1.5oo' 3-T6 ALLOY AtJD TEMPER .12q• a o 085• 670' q� 2.670" 3.556' m -) .6 1.000' �! .570' 2.226` -994' 72 h 842 - o 4.897' R ' QY .815" 092' 0.072' ' O7 HV ADJ. ADAPTER WILIP 4'436^ 0.07- .920 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACKBLADE 1Q QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK .750 6063-76 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AD TEMPER BLADEONLY. HV RAINGUARD BLADEAT 6063-TE ALLOY ASND TEMPER VARIES 1.936" @063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE W/ 1' 7.915' 6 - LOY A D TEMPER Max. VARIES 1.936" az. 0 1.917• m $ .083' 083` 083" .083' m .093' &TEMPER 10o" -12.060• n .093' .093•'60" .060'o 6701.686' 41148703.520' 567011 HV CEILING HEADER p HY HEAD/ER/SILL O D CESILL . Q LIFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIE 60633-TB SAL oY AND BEMPERI ONLY QUALIFIED LAD 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SQUALIFIED FOR USE6063-T6 ALLOY AND TEMPER - BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER X 1 COMPONENT A 8 T1 T2 X Y I MN XM;kY MN.t 1• 1' 0.062" 2" 2' 0.125' 2' S'MAX. 1/6" 1/8` 3' 3' 0.090' 18 2' S'MAX. 0.192• 0.192` 9�SIDE AN�Hv R ©0 CORNER POSTS QUALIFIED FOR ALUMINUM�ANGLES 19 2.5" 7'MAX. 0.190• 0.190' QUALIFIED FOR USE W/ H E QUALIFIED FOQSE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE UINLY.6 ALLOND TE © 2' 5'MAX. 0.139• 0.131' 606 - D TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurdcane Zone \\o\\\( •TiL���,77i�� ©2015 EASTERN METAL SUPPLY. INC. . .�GENf SF'J'� BERTHA HVTM 0 L C® Accordion Shutter System a e. ■ ■ ® d FLV. MADE#1 W/OR W/0 H.V. W9NDOW SME = = American Shutter Systems IEV.N oEScRIPnOR DATE DRAWN L1Y: M.L. TILLIT TESTING & ENGINEERING COMPANY �� Association, Inc. 1 OLD 11-192 4/13/15 DATE: a/13/is S1ATE OF ty` 63W?LW.368,.SL.Ste 305.VIRGINIA GAMEN9.FLOWDA 3316 4268 W63tfOO6IS Drive 2 AL , G $ Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No e-ma8:I6leeo®aai.com West Palm Beach, FL 33407 s 15-085 CDR` �� \� EB-OOa6719 4 SlONAL��\\\ WALTER A TILLIT Jr.P.E. P.E. �oRmA uo.U 44167 6 SHEET� .E. % OF 211 4.6 0' .929' 4.576' 1/4'-2011/' 1 4•-20 DIE CAST =(; .Z45_ 2.293' 0.33. Sa HEAD 1�REAOm HOUSWC WAND. t/4'-20 2.293• .745' SSL.S BAKED`PAINTED iUiFADm IE CASE (2 TYP.) ' BOUSWO ENAMEL R4TED �"0• o m5� w ry 9 � °p PBAKEDPANTEDRE55 RIPH '� o 1RVI oo KNOB. 75' OBRA55SS CYLINDER p,7�% •'J$4. - - v E15(ONROME (CHROME PLAITED) �J o n PLAYED) 21 HV CENTERMATE � 6s. d, 1.325 m ® V O ® HV EGRESS LOCK QUAUFlED.FOR USE W/ HV BLADEQ& 1 ONLY l0)l V LO LATER TE my°' 3.023' .875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-TIL ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & 1A ONLY �- DE 1 BLADE & ®ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE BLA250'O.D. Q AUFlED FOR USE W/ HV DE 1O ONLY .51B' 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756' .922' 4.045' - 2 MOlDEO SCR EY n 2.079' 1.753" .� AFTER RIVETING at n---- I'd m 825' BEFORE RIVETING ° N9/4" -20 x 3/4" BR14"o-20 RIVNUT* SCEW of p *SERIES 9444 ALUMINUM(2024-T3 ALLOY)TARGE FlM1GE THIN 2 I 2]50• I m m .022• SHEEP NUTSERT.PATE$0820•AS MANUFACTURED BY AVOEL PLAN n FRONT EIFVATION HV MALE "T" LOCK CENTERMATE 4.566• CHERRY TuMM,PAPSPPENY,NEW ERSE!07054 OR EQUAL ® " " HV "T" LOCK ® HV ALTERNATIVE LOCK ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY ® HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-Ts ALLEY AND TEMPER QUALIFIED FOR USE W/ HV BLADEnONLY QUALIFIED FOR USE BLADED ONLY. 6063-TIL ALLOY AND TEMPER 6063-.T6 ALLOY AND TEMPER- 1..917" BLADE 01 ONLY. .5' 1.917 . 1.917" 3.161 om .0 D THUMBNIRN m � ° t CYLINDER OR a .063" .214• a v G .063' .062" KEY CYLINDER m .214' �j .545' IR • '� :n iv , , N 0.075•Min. 1. 1 .125'Max. OSI 31 HD CENTER ATE W O LOCKING ROD ® HD CENT R ATE LOCKING ROD n O ° o QUALIFIED FOR USE W/ HV BLADEW&& A QUALIFIED FOR USE W/ HV BLADE(1)& to804• _ 6063-T6 ALLOY AND TEMPER 4 HD CENTERMATE'S INSERT �, o 6063-T6 ALLOY AND TEMPER VARIES.i2'MIN. QUALIFIED FOR USE W/ HV BIADEQt &0 t/4•q.. _ 1.130' 6063-T6 ALLOY AND TEMPER THUMBTURN THUMBSCREWS. t1/2' CYUNDER (SE DETAILS) DO x4 - OR KEY - _ 319 1.5 Min. CYLINDER ® LOCKING RODS 375'0 1/40 ® HD LOCK � V BLADE Qt " 1 4" 0 AIS 304 BY REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER © HV 3/8 -16 ACETAL HV / 0-2I �5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS ERIES S,S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADEQ& DRILLED AT TRACKS FOR PROPER EMBEDMENT UALIFIED FQR09V / EG) QUALIFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Won Nigh Velocity Hurricane Zone LAi ©2015 EASTERN METAL SUPPLY•INC. P�:��cENs� '•. 13ERTHA HVTM ir /T o A w S m Accordion Shutter System c ? >�v BLAOE1 w/OR w/o Itv wlWonMADE r M�-- 2 American Shutter Systems tEV.No DESCRIPTION DATE DRAWN BY: M.L TILLITTESTING & ENGINEERING COMPANY S \acA� Association, Inc. 1 DELI n-tsz a/t3/ts DATM a/13/16 A••. P••^\` 6355 N.W.36N.SZ.St..305.VWGWIA GARDENS.RORmA 3316 �' 'P'•' FE9�1�---� -•` Phono:(305)871-1530.Fax:(305)071-1531 4268 Westroads Drive z DRAWING No ''��'' -•.....• ' �� e- iL UTteGOLCom West Palm Beach, FL 33407 3 �'��i F`SSION A�•���`�� EB-0006719 4 5_085 ,'AY��TITnnifnlNW1 WALTER A.TIUIr Jr.P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE AOR LI` If 441676 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/6"4 12 TOBLADEPCE 40 3 525 Q HV BLADE 1 I GE 1A .1875" ® HV BLADE 1A \I ! HV WINDOW BLADE 0625' WON x-x 0625 .0625' ® as .1875' Y LONG RECESSED NYLON BUSHING Y IIj BLADE'S m OPENM 0625 HV 39 x U a KN(TYP) 0.0625' Q HV SHORT RECESSED NYLON BUSHING i ��� 3 I Q HV NYLON HAT WASHER Q OR c"!N f T PORTION OR R1 750 ! /,C/ 3750' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N 4]�' 40 ! � M 44 /mz.7so• x 4.870"x3/16"THICK NYLON WHEEL 3 I i I N Z 7/e•MIN.CLEAR HV WINDOW 0.188"4 AISI 302 SERIES S.S. RIVETS t I 315"4 SEPARATION °3'0 .0625• 3.7500• BBMFEN 0625- ® HV 1 3/4"ACCORDION PIN W/.#8 HEAD * EXTERIOR LLJ OPENIN t 5 3/4" SFCNON Y-Y o ON C TIERS *+ .7500• ® HV 2 3/4•• ACCORDION PIN W/ #8 HEAD * 41 47�" 2 1/4' W&MR BE anON CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW ! BETWEEN TYPICAL. HV WINDOW BLADE 1nA AND ® I. I; o ! T S 1poR I' ^� j 39 i I 3 POLYCARBONATE HV WINDOW DETAIL 3 ® • (( 4 or N.T.S. kEOUIREMENTS) I (1)OR ® I I *P.OIYCARBONATE IMPACT RESISTANT HV WINDOW I j BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC �""� HIV�P""I''N�RREOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 72o eILADE 8 M INNOVATIVE PLASTIC LEXAN 103 RESIN W(f)a�LVtY I � I ! 1)OR ® i I (SEE NOTE "F" ON SHEET 19). o � { it (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR L BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD 0 �', I POLYCARBONATE SOURCES FOR EXTERIOR HV 1@ BLADE. TYPICAL SHUTTER ASSEMBL APTANDA E 1E9J17 7YPICAI.PROPEEtii6 SEMDIR✓D (2) HV PIN ® MAY BEE USED IN LIEU OF(9 AND ONLY AT N.T.S. HV PIN®2 ESPRIOR AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1 00.324• BLADE's KNUCKLE. PmsTrel 3 (SEE NOTE*FOR SI'ECIRC Glol= am 0792 0.043 InM' aoa Talk BLADE WHEN CORRESPONDING TO INSTALLATION ••11", SHEET 7. 04µ.. ® REQUIREMENTS) n,P_ Ir TENSILE)IOD SIREN°IH AMU D6W 9,900"i. 9.500 P..L FIEKURA SMENGM AT Y@LD ASN D790 12.500 p.si. 13.400 P..L (3) HV PIN © OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ! I I! FUDWRAL 60DiROS ASID UT90 3mow P..+. 315.000 PnL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X B� i ; mleaGc SHEET ® j i _ ! { NOTCHED DCO ASN Ms. IS FT-07/07 17 FE-m! F19F SIN>� K11GS. WHEEL CARRIAGE DETAIL SMOKE DENSITY AMM D281347.2% 60.5 x MWa.TS. ASSEMBLY LAYOUT RATE OF 6URMNO ASN DM C-1 CLASS o-1 CLASS N.T.S SELF IGNITION ASTM-019M 1010 T 900'F ASNI CI55 TENSILE SHRENGM/}TER WEA111EWN ASN 638 9302 Ps.E. 8640 psL In HV BLADE SOLID & (A HV WIN LADE DETAILS TMSRE STRESS BDVK WEY TIERING ASN 656 8181 Ps0 am P- N.T.S. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ``����P��ER A•T/�!i'. C 2016 EASTERN METAL SUPPLY, INC. VkcFN''. BERTHA H 17I TM _ :_ ILEC 1vi� Am�®�® ®� Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW MA E g �' /Ji c Am®TiCCIn $hutf6l' Systems EV.N DESCRIPTION DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY A9SOCIOt1onF Inc. / OLD 11-192 4/13/15 DATE 4/13/15 "EHIEOF D355 nw.3ew.Se,se,.305.vm6lwa GARDENS,FLORIDA 3316 Phan.:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No —M 61W.9-1—p 1—p West Polm Beach, FL 33407 3 �i��s5i'•.... ..-•'•���`�� EB-0008719 4 -087 ANAL IE ���` WALTER A.TILUr Jr.P.E. P.E. '� f(51 ' URE DATE FLORIDA Uo.#44167 a SHE 4 OF 20 ®' 70 3 °"�1'Q * S N Hy L AND CENTERMATES: A e tc U N s 1 u ®��Q®�'•�J�® 1 MANDATDRY CONDITION�1: ONE HV CK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 1 2 OF SH [ftlt SPAN FOR SPANS UP TO 105",AND FOR INSTALLA710NS AT ANY ELEVATION. V LOCK or MAY BE 11 ED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES W/(2) 1/4"0-20 x 1/2"L NG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON a TYPICAL SHUTTER ELEVATION. �a Om 2. IF DESIRED, R BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO FIV 16°° LOC OR MAY BE USED AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO cs7rr RMA7m 0 o o- OR.0 SHALL BE,AS INDICATED,.ON, (1)ABOVE y- LOCATION OF LOCKS SHALL BE AS ICATED ON TYPICAL SHUTTER ELEVATION. By x 3. II o 02.15.USED y//jW0 H.V. LOCK5): LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 or s oa 6 oa 50 oR®a °a® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS® OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSNTON (NON HURRICANE POSITION). 4. MANDATORY CONDITION,s2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN D 9 CJ II AND INSTALLATIONS AT ANY fIFVATION. HV LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. II ATTACHED TO®CORNER CENTERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS xoc-xvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o g����� a�9 5 ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND O ' 2 1 ,� INSi TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT iFU 3� ail E OF 1%4"0-20x3/4"S.S.THUMBSCREW TO 0 OR®CEMFRMATES SHALL BE MADE W/1/4'0-20x3/4"ALUM. R VNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 7/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. V ® 6. MANDAT M CONORTON d'1 FOR KIYSTONE MOUNTING INSrAUAT10NS• ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LACK, ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 11/2"LONG RAT HEAD S.S. CSEE ONNED- OR.LOCATI TOPON OF BOLOCK SHALL BE AS TTOM IS COMPLETELY DATED DATOONN TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ DETAILS ON D F E N 1 J K L u P D a V W K SHEETS 10& 18 TMP.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES:. HEIGHT' OF CORNER 1.SECOND ALTFRN_ATE TO MANDATORY CONDITION{1 VAOD ONLY FOR FN'f'L0CK AND CENf172MATE5 0 AND CENTERMATE ONE ALTERNATE HV'I'LOCK 1C�MAY BE IN ALLET) IN UEU OF HV LOCKS OR®FOR ANY SPAN AND ©oR®�©•O°a®°q 1D'O3� I STALlAT10N AT ANY ELEVATION. AL TE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OO © O © © OF LACK®INCLUDES USING REINFORCING LOCKER UA, AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 1 D+ 5 + 3 a 1 +1 a CONNECTED TO CENTERMATES 0 AND 0 W/ 11%4'0-26 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32" WINGNUT OR W/ MAXIMUM ABOVE 4" I A UBEL BELOW MIDSPAN. USE W• Ox OF TOLOCKING RODS®TOP AND 8"RIVNUT.LOCK MAY BE INSTALLED A BOTOM IS MANDATOIDSPAN OR 12" RY. ©7 oa 3 +®oR Q+ 3 1119+ *® *NOTES ON HD LOCKS & CENTE MATES: 1.ND m'K W/ ONE ALTERNATE HD LOCK(D MAYBE USED M UEU OF TYPICAL C1� HV BLADE SHUTTER ELEVATION HV LOCKS Q9 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT IN ®AS SHOWN ON SECTIONS HDB-HV13 AND HDC-HVG,SHEET 110.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BROW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLLTEI.Y OPTIONAL FLORIDA BUILDING CODE( on HighVelocity-Hurricane one ©2015 EASTERN METAL SUPPLY, INC. \CENSE BERTHA HVTM all 1 L E C 01 w® ®���® accordion Shutter System FLY.BLADE#1 W/OR W/0 RV WINDOW BLADE American Strutter Systems qEv.N DESCIFRON DATE DRAWN BY: M.L TICCIT TESTING & ENGINEERING COMPANY "O L STATE OF _ Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 9•, ;'�� 6Jss xw.36m.SL.St..385.vulculu 6amau.R.DamA 331 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ma®C10..a.d.— West Palm Beach, FL 33407 3 06710 15-085 �'.,�%QNAEFL P.E. � / DRnv D 44166iSHEET P.E. SEArft AMR 6 5 OF 20 ONCREfE ANCHORS POUREQ CONCRETE POURED •(SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4'0-20x3/4"S.S. CONCRETE REgU1RED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS RECURRED �g (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 YSYONE(SEE MOUNnNOSCH SHEET 7) SHEET 13) Nl)B® 12.O.C. (SEE SCHEDULE ON SHEET 13) 1' I' ---- 12 0R® Min- 1 0x3//4'S.S. Min• EQ Eq MHGHINE SO EWS EQ Q - — USING t/4'-20 NU ---- 19 2, ____ 0 B 12'O.C. 1/ /2. E.D. zso'Max - 13 OR 5 -- 13 oR 15 " .zso• D IMI \ I .250"Max. �* E i i .D! i i i OPTIONAL i i i I i �PTIONAL 1 I f LF.L SEPAMON 70 QASS(SEE i O ' - MIN.SEPARATION TO GLASS i 1 �"ff en mNa I i �I 1 OR ® ; i I i EXIS7ING�--(SEE SCHEDULE ON SHEET 11) FJOSTING i g�(DA� I 1 MIN.SEPARATION TO GLASS l 1 GLASS G it-(SEE SCHEDULE ON SHEET 11) ' 1 E)aSNNG G' I HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION Q © HV WALL HEADER INSTALLATION + KEYSTONE IXISIING i MIN.SEPARATION TO CLASS G'...`;�., Nut SmpAAlION I I I I p i 1 i I ����(� (SEE SCHEDULE ON SHEET 11) 1 To GLASS SE I i i I i 1 OR ' 1 1 1 1 1 �'J EXISTING_ ( I I E— MIN.SEPARATION TD GLASS I I Gig 1 �• O" T I I I}�,� (SEE SCtIEOULE ON SHEET 11)�I I I I ; N RIR axle IDum M��+1 ® 19 FOR BLADES(D QAt 1 �Nfl 8 IXISIING I OPTIONAL s 1 1 ` G"vw�•I 11 D.- I (V I I 1 1 1/4'j .F ' Max. 1111 Ilii OPTIONAL 1'i1 l l 1/4'Max_ ,llYL' 13 oR 15 I-D. 19 I EQ EQ OR 15 t' --- 12 OR® --- 1/4'0-20x3/4'S.S. Min. EQ PHILUPS TRUSS HEAD 1/4"0-20x3/4'S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 17 18 1• 1/4'-20 NUTS a 12'O.C. OU GO (SEE SCHEDULE ON W/7/4'-20 NUB 0 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) 0• OR CONCRETE BLOCK SHEET 13) OR CONCRETE BLOCK C NCRE(E ANCHORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION (SEE 14EDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION D ETA I LS W 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE `' 2-MOUNTING SECTIONS CAN BE COMBINED ( O SEE LIMITATIONS OF USE FOR � H V B LA D E SEE SPECIEMBLYFICATIONS ON SHEET 13) BLADE to ON SHEET is S M ANY WAY TO SUR ANY INSTALLATION. I [ 111111111/ FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. C ENs BERTHA Sh te V TM IL E C® o��. AwS,SmAm Accordioon Shutter System Kv IXXX#1 W/OR W/0 KV WINDOW BLADE American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: M.L. - TILLIT TESTING k ENGINEERING COMPANY S AT OF :�Q� Association, Inc. , OLD 11-19z 4/1x/15 DATE 4/13/15 63W N.W.sRh.St.Ste.313,WGIMA WDENS.FLORIDA s316 4As dation, Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No �'.,�FSS•........ `��•`` —.1tilt-0-I... West Palm Beach, FL 33407 3 15-085 AL NAt.�`` •WALTER AA TILLUriJn P.E. 4 P.E. SEAL��«tNATURE/DATE FLORIDA Dc. 44167 6 SHEET OF 20 POURED CONCRETE ANCHORS �J II 5.QOt{EDSfIAOsiE®T 1s0 pFat I II1iIII I— ` iI MIN.SEPNLOIDN CONCRETE (SEE SCHEDULE ON SHEET 13) 1 OR ® EXISTING Ta Glass "ME, 51T tt)REQUIRED EDGE OF 11 OR BAENUON \ SC arSLAB PucaBGlISS— g BLE Exl>Nc \- I ANCHOR Ii1II tIlI 9 IIItI1 STIN IIIII 1 i' ✓ i LOCATION i 1 1 1 i I S i 1 CLAS I I i 1 #1Gx3/4"HEX WASHER HEAD I I I 11 OR 13 OR 15 3/aM��(SEE TEX SCREWS® 12"O.C. l EDGE OF IF 3/8CONCRETE ANCHORS B SCHEDULE ON SHEET 13) E I APPLICABLE I EDGE OF IXI GLASS I I i 'I I l EDGE OF �{' III SLAB IF 0. I j ' SLAB.IF I /I I 1/2 +-1 EDGE OF APPLICABLE POURED 14N SBowmw I 1 APPUCABLE ,q, Q. APPLICABLE POURED FLAT HEAD CONCRETE ANCHORS SDj SLAB IF SON 9iLv I I CONCRETE D REQUIRED (�SCHEDULE ON SHEET ih) -'I 11 fat BT7DE®AEat O POURED REQUIRED FIAT HEAD CONCRETE ANCHORS NS�LT,6 Fat 1Q OR ® CONCRETE 11 .TRENCH INSTALLATION 6laEsma� i REQUIRED D. D.* (SEE SCHEDULE ON SHEET 1M1) VALID ONLY FOR UP TO +70, -75 PS A.S.D. ® HV FLOOR INSTALLATION HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER © HV CEILING INSTALLATION t SCHEDULE {/3, SHEET tt EOSIING 46N.SFPARAnON I CONCRETE ANCHORS ° �I _ITmostxE.sse1w0EATPAnnocx Ii Ii 1 —ILyE SOImV1E aN SI,II it) =- I Yul 4pM.alON N i l i � LoN ss (SEE SCHEDULE ON /470 1 it) SHEET 15) ADVANCED THRUOFOR EXISTING EXISTING EXISTING TECHNOLOGY OR 1/46 POWERS NEtmi tp 'I 11M/A4X" wSma ^ CLAS FAMENQS TAPPER+AOSW/ GRASS GRASS 1 3/4"NON.EMBEDMNT 0 6 . LL 0 i i I III I 1 (srF S�IAE ON t Q I I I O.G FOR UP TO 6'-0"SPAN AND 1 i I r�i I rh i t 40 0'UP TO ''-0'MAX APPLY I.t I.1 I I 1 1 I I I I I SEALANT AT EVER(FASTENER WAD l 11 I I l 1 MAK. I _ I (TTP.)(SE>:NOTE tt ON sE>rEfET 11 S t/2' I 3 aR t 6 * I 110,3/4"HEX E. * I 1 i Fat uNRanONS 3/8' MAX. I e WASHER HEAD i CONT.SEALANT 1 T W 11 O ERN TEX SCREWS 14x3/4" HEX H.AD I I 1 8" ®12"O.C. 7 a, $ f I i Iii Y TIX SCSS us REWS®9"O.C. 1 ____ 14x3/4"SD.S. _ __ I I 4 .•,• .9` L' USING 1/40-1/4�0420 NUTS OR 7/4"0-20 SS.M.S. I CONCRETE ANCHORS _ _ 6 +O 7/ _ _ I I i� •:�a�.•;.',•''t SEE SCHEDULE ON n 1 ®9"0.C. Mak. ti {� o t2"O.C. W/NUT D 9"O.C. i ( 1 4" •'i; I SHEET 14) . R 1$ 1/2• 7• .`2.00"•MIN. a WALLL TRIM NON STRUCTURAL ° t 7 R 1$ r.- E. r ETD-) I I EDGE OF •F' POURED CONCRETE II fj•14x3/4"F.H.S.D.S. t 7/8" 1 7/a AP sliE ® 9"D.C. REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE _ D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP j3(b) -)-F REQUIRED OR CONCRETE BLOCK OPTIONAL POURED K HV WALL FLOOR INSTALLATION REQUIRED M�KEYSTONE MOUPITING INSTALLATION Nea — © HV WALL WALK—OVER INSTALLATIONd MAOMUM ASO.DESIGN SPA PRE4UItE:484,-72 paT REQUIRED NALIMUN SIMTQt SPAN 6'-0" d BY R&INGUARD IN S7 LLATIO NOTHISM, BE O CO BN 0 *E D.=EDGE DISTANCE t REMOVABLE WHINSTALLAHEN SHALL 1—SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT ® SEE UMITATIONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE fA ON SHEET 79 INSTALLATION D ETA I LS VNO ® HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. ��GENSF BERTHA HVT1A P ir. Alk orb *: ccordion Shutter System .01"w"4 w= American Shutter Systems VEV.N DESCRIPTION DATE DRAWN BY: NL TIWT TESTING & ENGINEERING COMPANY o'•, TATE OF ; meg' 6355 N.W.36111.St.,W.305 VQCNN CAROdS.RARDA 3]16 Association, Inc, t OLD 17-192 4/73/15 DATE- a/1a/1s 4268 Wesroas Drive z Ph- :(305)871-1530.Fax:(305)871-1531 tdiDRAWING No _61: eu UltWest Palrn Beach, FL 33407 3 s• "•'•' ` 19 15-085'%AS/ONAWALTRAIgJ,PE 7P_E. �RE/DAE FLORIDA SHEET SAt OF 20 SEE END WALL CON ECTIONA &.I{�8 SEE NOTES ON LOCKING RODS®.HV LOCKS(5 ar 5 VAUD FOR ALL OUT SO FIN I EXISTING GLASS INSTALLATIONS tlC��oH V _ *�D ALTERNATE HV LOCK®ON SHEEP 5. BLADE W HV CENTERMATES CIN�TEIT�APPI;cna IwRH BLAOEQ DETAILS ON SHEM-10—&� OR SEE END WALL. CONNECTION 1D+@-©+©m+1©+©oR �EXIMNG GLASS 0*0* 17ORO+O+QOR 2k2•x1/8'x0'-2 1 I ®*Qm O+Q6R 19*Q 3 1/4• 7- 61/2• 7- (6083-16 X.LOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON I 1/2• ,@+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)& #10x3/4•SM.S.a 12• MIN. SEPARATION (4)#70x1/2•S.M.S.TO TUBE i D.C.FULL LENCHr. W/ HV LOCK o or (2v5) W/ HV LOCK o 2S To crass 3 * 3 (SEE ESESCHEDULE1 A7 EACH ANGLE(TYP) 7 t 5 Q * 35 IN 5 0 so 1/ 2. 1/20 + m + m O 1 HVB OUT ® � HVC HVA 1 ESR aR 6 + 7 oR 8 aR1D+ 3 a+ POURED CONCRETE OR ® O O O O © EXISTING GLASS CONCRETE BLOCK WALL REOU m EISnNG 5tQaR1©+®�,®+Q�,I SYMMETRICAL IN 6 7Q+© � Q7 GLASS O O O O © aR 6 + •. aR F——— MIN. SEPARATION 8 + 8 oR 9+ 3«19« 5 DOSTIN TO GCHM 5 J Gess 1 CENTERMATES ©+®DR t©+QS ®*Q« (SEE scFlmuLE + W/ HV LOCK 2n6 oPnoNAL ON SHEET 11) ®� 3 —� (INTERIOR) ®«®oR O+©0R 19+Q MIN.SEPARATION TO GLASS °R®+® (SEE SCHEDULE I N OPTIONAL. - ON SHEET 11) (INTERIOR) _—_—_— —_—_ _—_—_—_ —--------- _ QUT _ 1CONCRETE ANCHORS iB•o.o. 'CC77` 3 so * ® Z ® OUT t/z•MM.SLACK *OUT (E)aERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN MErAL SUPPLY. INC. BERTHA HVTM IGEN 11LIE AwSmSmAn KV.UADE#1W/OORW/O Kttw1� m /� *; /`TT*- TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems a,_H DESCRrnOH DATE DRAWN TTY: M.L. -o: STATE DF •�S 6350 NW.36ft St-St.30.5.YIRGGIN GARDUM Fl RWA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 F p � Ph—:(305)871-1530,Fax:(305)871-1831 4268 Westroads Drive 2 DRAWING No a-mail:UNaao®ool.eom West Palm Beach, FL 33407 3 15-085 CORIO -` �� EB-0006779 ••/�•L•�\G�```` WALTER FLORIDA u#444167 B SHEET P.E. L'�Iyi6Vp4rRE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE -T" LOCKS CENTERMATES 8 9 & LOCKERS WZ In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 1H - INSTALLATION n HV BLADE OUT [—,N-1e) E c GLASS BLADE(D SLACK DETNL HW.INDICATE)ON SHEET B. Z HD CENTERMATES AS WELL AS UTHISLSAL r.MY LISE(WrFH PILTHIS HOD-WOLM a 6•7 Qo 8�IO. ItII11(gTm ON THIS SHEEP,tlAr eE LLSm WRH TI65 AL7EAtUI I 10•®E)®•5 40. INSTNIATIDN DETANL HVG SHOWN IN TM SHEET. DETAILS ON SHEM 10 &018 <Nam-Ts ALLOT)ALUM. I „©.® 35, * 35 PNC1E W/zI T/tb TmeGN �� .NCH TO mNU _ (oPHoNAL) 4 3aPnawW L—_———— i BTo,a/4 sMsoi2. ——————————————————— ---- -------------- — --- -- AT FACN NICHE(1 W) 0.C.FULL LW. * IN (4)H.V. IN (4)H.V. uN.sP..RaTgn 30 HV T" PINS(TYP.) 5 e Y V'r PINS(TM. s s (SFE Sa'�u� 5 3 LOCK (INSIDE) 1 a+smT I) r 1 — ----------- ---� — ---- -- — -- I I/t• 5 1 28 29 1 1 1 5 3 OUT I 31 oR 32 mW.. 35 31 Da 322 1/4" 0-20 x 1 1/2" S•S.M.S. 1 (ornoxn)SEE NOTE 6 FOR HV LOCK®, W/ 7/8"0 x 3/32" WINGNUT. (OPDONAA DB—HVB OUT HDC—HVC T LOD(,ON SHEEP 5. SYMgETRICAL HO CENTERMATES ©0 HV "T" LOCK (OUTSIDE) � 26 SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) J (t LOCK (INTERIOR) t SERIES 9444 ALUMINUM HVG.* (2024-77 ALLOY)LARGE FLANGE THIN ®m®Cx©.O�o�+® I O•®a SHEET NHRSEW,PART 1 0820. 10•��©•4:J-©•©W AS MANUFACIURED BY AVOEL 00W �LJ� h7OORN,PARSIPPINY,NEW JERSEY ©•Q ©4P©•O•®q' 07054 OR EQUAL 3 :��C" (D SFE NOTES ON LOOONC WDS®D RD®LaGxs ON SHEET 9 #*IA aRSU.NDARNG sLAD OGLTAO.HOD-NVO F9 VALID FDR ALL WOQiWl6 APRMAum WIH BLADE Q HDD—HVD** FLOATING STACK 117, FLORIDA BUILDING CODE QMon High Velocity Hurricane gone A:T��CI I,, ©2015 EASTERN METAL SUPPLY, INC. r 'EBERTHA H®TM _ NSF':�9' V y 0L �C® ��� s ® ® ® Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems -N DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY _—o'. TATE OF :QAssociation. Inc. F OLD 11-192 4/13/15 DATE 4/13/15 iv 6355 N.W.361(. 5)t.61n 355,VIRGINIA.FoxGARDENS,FLOR1-153 s7F6 4268 Westroods Drive 2 (305)B71-1530.Fax:(305)871-1531 DRAWING No NF 0:tiltocoOvoi.wm West Palm Beach, FL 33407 3 15-085 De-000671s WALTER ti 8 44167 5 SHEET P.E. SAt"19RIATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCREtE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR -'ISRNG GLASS -T-'- ) 2"MIN EXISTING GLASS 0 16"O.C. T JJJ f 2"MIN. TO SEPARATION(SEE r - 1' T- TO QA55(SEE - t MN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION I I MN.SEPARATION EQ EQ TO GLASS(SEE 11 FOR BLADE©AND TO GLASS(EEE I TO CLASS(SEE SCHEDUSCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR 1 LLBL D M� 111 1/2" Ie 11 LFOON sR BWEDULE�DE®D it FOR BLADE OPND (6063-T6)COM. BLADES O&® ON SHEET 19 FOR T� ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT I BLADES & ,gOs & FJTFIETi 510E) FIADFS�& PLATE(LOCATE 1/2 OF O) AT EITHER SIDE MIN 1/2'MIN. OF®) I USE 1'OR 2'MAX. 3310x1/2"S.M.S. I "Ok (AS APPUCABLE)x2"x1/b•x0'-2' I'01 "DC. ` / (6063-T6 ALLOY)AT MIDHEIGHT®16"O.C. ----- 4' () 10x1/2"S.M.S.TO®&4• (2)1/4"0 TAPCONS ANCHORS TOSEE DETAIL X FOWALL AT 1"O.C. (LOCATE AT SIDE CONNECTION ) OR ® EITHER SIDE OF@) ) OR fO�R ®° SEE DETAIL X FOR pR W TO TRACKS �� SIDE CONNECTION Cm®m&Q7 w 8Om p.®w SEE DETAIL X FO 4. 6 TO TRACKS m m6.7 w g 0• SIDE CONNECTION ©m®m0 O7"® 1D•®w ®" TO TRACKS 10•®ex©•® •©m 1o•®m®.®w®.®m 1o•®w©.®w©•®m ©•pp •©m© ©•O•©®©•O•®m ©•07 •©m©•{/70�S•®w 0• s s• _ O®©m0.0`®w ®.�mi®.0-08.0°' ®'®m 1©'®mLJ'®`° 8• am 9. � ©w ©•® ®•®w0 ®m 8O.®m®.�m�.®®� ®'®"®'®m�•O m®•® ® m®•� l7"® O8.®m©9•®wi®•®a'®'® END CONNECTION DETAIL( END CONNECTION DETAIL20 END CONNECTION DETAIL® END CONNECTION DETAIL .�REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR �IXISTING GLASS CONCRETE BLOCK WALL EX GLASS 4 4 REQUIRED MIN.SEPARATION 331 1/2"S.M D TO CLASS(SFE ® 16' .C. MIN.SEPARATION SCHEDULEET 11 FOR E ON SH OPN CONC ETE \1/2'MIN. TO GLASS(SFE --_- ____ 6 OR®OR(DOR ON SHEEP 19 FOR ANCHOR® 11FORSHEET ESCHEDULE ON HEENT ___-_ _ ____BLADEOR i OR 9 OR 5 CONCRETE 'Q&012'O.C. rj BLADES O&0 SHEET 19 FOR 4• _____ _ OR@ ANCHOR q ® c. 1/2'MIN. o. - - 4 _1 2'MIN. --_—_ - --�_ 6 2'MIN. 2"MIN. EQ O 0 OR SEE UMRARONS OF USE FOR 70R1 BLADE©A ON SHEET 19 ) OR'I 3 OR�OR(DOR� d W Y 1 OR ®e PLAN �(W ©w®w©•07 w®wto•®m DETAIL X POURED CONCRETE OR m®m©•Om©w10•®m 10•®m©•®w©.®w END INST N CONCRETE BLOCK WALL REQUIRED. C� ©^0.0-0'0•®m V WINDOW BLADE INTO ©•�"'"©•®°A . ©O ©®©O ®® 0.0-0.0.0•®m CONCRETE OR CONCRETE BLOCK WALL. ®'®®0'®w®'®m ®•®m®'®m0.0 END CONNECTION DETAILQ p•®m®•®w®•®m®'®END CONNECTION DETAIL© m®® FLORIDA BUILDING CODE(Idon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. 13ERTHA HVTM V.WI 0 ® aN1:. ® ® ■�® Accordion Shutter System _ ASH.v 131.ADE#1 w/at w/o KH.v.WNDOW BLADE t1 American Shutter Systems LV.R DESCRIPTION DATE DRAWN 9Y: M.L. TILLIT TESTING & ENGINEERING COMPANY STATE OF :¢ 9355 N.W.36th.SL,Ste.305,VMCDSA GARDENS RDF A4 33t6E Association, Inc. 1 OLD 11-192 7/13/15 DATE 4/13/15 ' .0 GRID Phono:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-mall:Lite-0.0— West Palm Beach, FL 33407 3 j sj-085 'Fs'•.......•':\��`X Ea-0006719 4 ''k, SIONAO: \\I\ WALTER A TRLrr J.P.E. FLORIDA Uc.0 44167 5 SHEET P.E.��(LT�J�1vAtfURE/DATE 6 10 OF 20 SCHEDULE 91 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN'I' "L+" OR •'L-" MAXIMUM SHUTTER SPAN* 1+" IMUM SHUTTER SPAN*1+" . p • (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R -L-- (ft.) INSTALLATIONS INSTALLATIONCET LEGEND CENTERMATES.® &®or or INSTALLATIONS W/ W SYMMETRICAL CC•NTER CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ®or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. &�W/ ONE HV LOCKS HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B, C. D, E. M, N. O, P. Q, AS.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R. S. &V. LOCK® W/iWO LOCKING RODS®TOP & (SEE NOTES t,1Y) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tt SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: UAXCONCRETE&WOOD INSTALLATIONS 0 CONCRETE&W000 CONCRETE MOUNTING & M "D.lDEMN ��� ONS �.0°per INSTAUA11ONS GIVEN I E MAXIM AS.D. DESIGN PRESSURE RULE.RATING. PRESSURE WALL MOUNTING FLOOR COLING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. RATM MOUNTING WING & PARNc FLOOR/CEI oR MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (card (Pu) FLOOR/CERING MOUNTING ��) DETERMINE MAXIMUM SPAN •L-• FROM SCHEDULE. I.OR-) (+OR-) (-(Ti)-) FLOOR' Ni MOUNTING MAXIMUM SHUTTER SPAN "L+"OR "L-• FOR L+ N L-(II) L+ (M L-(ft) L+ (ft) L-(ft) L+ (R) L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES i6'-0" 16'-0' 16'-0' 16'-0' 30 16'-0- 16'-0- 30 i6'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 705 Psf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 'L+'AND 'L- 35 14'-10" 14'-10' 15'-2- 16'-0- 35 14'-10' 14•-10" 35 15-2" 16'-1D" 40 13'-10" 13'-10• 14'-2" 15'-2' 40 13•-10" 13'-10" 40 14'-2" 15•-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 131-1" 13'-1• 13•-4- 14'-3" 45 13•-1• 13•-1' 45 13'-4" 14'-3' t HV CORNER CE4TERMATE()3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5" 12'-8'• 13•-7" 50 12'-5' 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11•-10" 11'-10" 12'-1` 12'-11" 55 11'-10" 11•-10" 55 11'-1• 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDRION #2 FOR A GIVEN POSITIVE AS.O.DESIGN PRESSURE 60 1V-4" 11'-4" 11'-7" 12'-4" 60 11'-4' 11•-4• 60 1D'-2" 10`-I1" NOTE$5,SHEET 5. RATING: 65 10'_10' 10'-10• 11'-1• 11•-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE:, L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10•-6" 10'-6" 10'-9- 11'-5' 70 1o'-6" 1o•-6" 70 8'-9" 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10'-1" 10'-4' 11•-1" 75 1 10•-7" To-1- 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+OR INSTALLATIONS. 80 W-10• W-10" 10'-0' 10'-9' 80 W-10- 9•-10" "L-'AND MAXIMUM A.S.D.DE.SING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6' 91-6" 9•-9. 10'-5" 85 9'-6` 9'-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9'-5` 10'-1• 90 9'-3' 9'-3" SHALL BE UMJTED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9" 9'-2' 9'-10' 95 9'-0' 8•-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" N-4• 9'-0- '-I 7 5 8'-9" 8•-4' LIMITED TO +64,-72 P.s.f. AND 8'-0" SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7- 7'-11" 8'-9" 9'-4" 105 B'-7" 7'-11' 110 8'-4' 7'-7" W-7- 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE 115 8'-2" 7'-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN •L1+•,"L2+'. 'Ll-'AND "Lz-• 120 e'-0" W-11" 8'-2" 8'-9- 1.20 e'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM " 125 7'-10' 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN _116130 7'-8• 6'-5" 7'-10" 8'-1• 130 7'-8` W-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. 135 7'-7" 6•-2" 7'-9• 1_ 135 7'-7" 6'-2" SEPARATION Lao 1.-,. W-11" 5 -s' s-1 7•-7• 7•-6- 140 7•-s s•-1r ASTM E-1996 145 7'-3- 5'-9" 7'-5" V-3" 145 7'-3" 5-9" TO GLASS 150 7'-2" 5'-.7- 7'-4- 7'-0' 150 7•-2• 5'-7' 155 7'-0' 5'-5" 7'-2• 6•-9` 155 7'-0• 5'-5" 1 THRU 3 1" 160 V-it" V-2- 7'-1` 6'-7' 160 V-11" W-2- 165 6'-10' 5'-1" 7'-0' 6'-4" 165 6'-10" 51-1. 170 61-9' 4'-11" W-11• 6•-2" 170 6•-9" 4'-11" 175 W-7" 4'-9" 6'-9- C-0• 175 6'-7- 4'-9' p p 180 W-6' 4'-8" 6'-8' 5'-10` 180 6'-6" 4'-8" � 1 1 1 B LA D E 185 s'-5' 4'-6" e'-7• 5'-8' 185 6'-5" 4'-6' 190 6•-4" 4•-5' V-6' W-6" 190 6•-4- 4•-5" 195 W-3" 4'-3' 6'-5." 5'-5" 195 6'-3" 200 6'-2' 4•-2" " 5•-3' 200 6'-2- 4'-2" 205 W-1• 4'-1' 6'-3• s'-1• 205 6'-1' 4'-1" FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. N11111111111111///j7 BERTHA HVTm _—� _—� �C® IB6c. Am MOANlivAMADE cc ;w%OR nw hiivW� m ) u 1 f�y 7,CI� = American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MMXY.LG. [T` TILLIT TESTING & ENGINEERING COMPANY n- 8356 N.W.361h.SL,Sta.30.5.VIRGRIIA fiWENS,i1DRmA 3316 Association, Inc. 1 OLD 11-192 4/13/15 OATS: 4/13/15 T _ Ph...:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No r4r a-mail:6Ntaaa®aal.aam West Palm Beach, FL 33407 3 ® —085 A-0006719 4 F \ �. WALTER TILLfr Jr.P.E . . �• FLORIDA U.y 44167 S SHEET O E/DATE 6 19 OF 20 1 1 , , ..111. _ ::Il :.�• •:: '1l1 � • �11�.r,:,l'r , •: •l :al •C •;•�.:al.. •i . 17:_:1•x. :�..•- i q�l �' ©' �' m�'®..•.,m mmm®' , ®' D�m�mmm��'' m"131393 • >•: ®®mvomm©:mmm00000:mmmonovommmonmm©mmmoomom���non�® ��®mmmOOQ m®mmmODO'm®mmmm0[�mm�00000 mmOmO©mm O��OOOO�, mm�a�ono�mm � nmi000m�mvo����®moonma:mmmnnov000�o�o-- 000' mmmommmommm�momnmmmoommmmm�mommoommmmoomoon�oonm© mmmnnomnmmmmnovo;mmmoonona�mmvomoo�mmoon0000an000® �mmmnmomo•mmmmmommmmm000mmmmmo®000mmmmmmoom000mmo©. .. mmmonnmommmomnmmmmmommdmmmmmmmmo;mmmon0000mon0000 mmmmm®oO'mmM mm mmm00 Dm©mmmO[7©oommm0oom0000OOD. mmmmmmoommmnmm�®mmmm�iommmmm©n000�mmmom®oo'nonoommo =®mmmm©o;mmmQmm®ommmommmommm®v o mm mmoonoommm®a �mmmvomoommmmmmmommmv mmom ME m �Poo�mm�i� voon0000ram mmma ©oomom .mmmommoommmmo�ommm mnm000mmmm®�v000ioo®mn© mmmoomoommm©mnoomKRIM In m"90 Ex"mo mmmmmr�oo,mmmmmm©ommmmmmmommom0000mmomm000'Doom®A©o mmmam oo;mm omm©ommmmmnmommm©0000mmmmm000c©n0000mo ' mmmo®000,mm�om000m Ksmmm vvommmm0000mmmmm00000nom©®o El m mnm�oo0mmmmm0omm�mmommmv0000mmmm0000moono©oA ®mmmv®©oommmommoommmommoomm000000m om®000mno®�®oo mmmnmoeommmvomoommmvomvommmo©000m�mimo©oo ' mmom©000mmmomooeammmommoommv©omoommmvv000Aoo��®��o mmmo©000mmmon000mmmv000emmm00000mmm®mooiomoomomoo: r�nmmmmoo mmmv 000mmmomovo®mn00000®mmm0000nom©v©oo mmmm©oo�mmmm�000mmmom000m m©0000mmmma00000noomo© ' mmmv0000mmmomi000mmmo®000m�m000vom®®m000000mo®000 mmmm0000mmmmv000mmmv0000mm©00000mmnv00000nomm000 mmm©m000mmmmm000mmmm0000mv000000mom000000 - mm®000 mmmm®000mmmom000mmmom000mm000000mmmm©00000�omommo mmm0000.mmmom000mmmon000m�©ov000m�o®00000nom�moo mmmm©000mmmo©000mmmom000mm000000 mm®00000nomnv000 �mmmmm mmvvom voommmmav000m�mmvo�oo�o��o�0000Mmn00000000©0000 mmm0000eammm00000mmm00000mm000000mmoo�i000000mm000 mmm00000mmm00000mmm00000mo000000o®00000.00mm©000 .mm�00000mmm00000mmm00000mmv00000mmm00000'nn0000©o mm 00000mmmood000:mmm00000mm000000mm00000000®m4000 mm©00000mmmo aoo mmm00000:mmv00000 mme0000.noo©0000 mm000000mm000000mm000000vm000000vm®00000mmmm©000 0 � ' mm000000mm000000,mm000000 mm000000 mmo OOOO����IO�OO ' mm000000mm000000mmo00000mm000000m000�00000n©v®000 � • : . � mm000000mm000000mm000000�m000000mm00000000mm0000 mmo 0000mm000000mm000000mmm000 B000m000od0000000no©0000: • � y , mmo�0000mm000000mm00000 mn000mm0000nm®000' m0000000mm000000mm00000ggmv000000am®000000nmao©000 m®000aoomm0000mo mm000000��00000®o�OOOOooO DO©OOooO �m0000000mooai0000:m0000000®o0 0 0®0000000mm®©00000 m0000000m0000000:m0000000®oo��oo�om000000000noomoo ' m0000000m0000000.m0000000Q00000000000000000mm©000; mov00000m0000000:m0000000m0000000m00000000m©00000 �oovvovo�o�oAovoO0000000mvv000vo0vovv000000m0000 moo0o�0o moiioOooO�ov000So O�o00o0o moi7000vOOm�®ooii0' movoo oom0000000m0000000� 000000mm00000vonomo��aoo. �•� � �i ;, _ ; O , a• MAXIMUM ANCHOR* SPADING {jn.Z SCHEDU F FOR A ,WEN MAX, SH UM SEM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.D.DESIGN REGGIVE PRMRE RATING ING MOUNTING 7YPE FOR CONCRUE OR COME RM IRMILIMINS (SFE MOUNTINGS E�G,&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED MCNE F cam-mr:01m POWIED CONCRETE (A1) TO EXISTING POURED CONCRETE(Min.f'c-3 ksi) umlm OE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.rc=3 ksi) SPAN ANCHORS SPACING FEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f'c=3 ksi) (R) kER DESIGN WGUNE PES3URE R/OINGw DESIGN NOCATME PRIEWILF~(pot)%SA DESIGN 111M10YE FRESSURE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc=2 ksi) 30 40 60 75 90 120 160 205 39 40 60 75 120 0 205 30 40 60 75 90 120 760 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED TTY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 e B 6 55 14 12 117 9 e 6 6 Ta 12 10 s 8 8 6 B TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORFCED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. iHRL POINT TECHNOLOGY (M-in.1'o=3 3'-0" 14 12 10 9 8 8 B 6 14 12 10 8 8 8 6 6 14 12 70 9 8 B 6 6 ksO OR 14 72 10 9 8 8 8 6 14 121101 9 8 8 6 6 14 12 10 9 8 6 6 5 ALL POINTS SOUR-SET 1 12 f0 9 8 8 6 7 14 72 10 B B 8 6 8 14 12 10 9 8 8 6 6 BLUE TAP W/CAP NOTES' 14 12 l0 9 B 7 55 35 14 12 10. 9 8 8 6 6 14 12 10 B 8 B 6 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4'-O" 14. 12 10 9 8 B 6 6 14 12 101,9 8 B 6 6 14 12 10 9 8 IS 6 55 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". L4_ 12 to 9 8 8 6 4 14 12 10 9 8 e 6 45 14 12 70 9 B 6 .4 3.5 A2)MINIMUM EHBFDM!}Tr OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE'7/8"INTO THE POURED CONCRETE.NO- BEOMEN 14 12 10 9 8 B 6 45 74 12 10 9 8 8 6 5.5 14 12 10 9 8 B 6 4S INTO STUCCO SHALL BE PERMITTED.1/416-20 S.S.MACHINE SCREW USED SHALL.BE 1 1/2"LONG MINIMUM SHOULD STUCCO DOST,AND 74 12 10 s 75 55 35 - to 12 10 s If 8 8 5 14 t2 101 9 B.1 7 J4.575 6 SEE u ATgNS OF USE wR 1'MINIMUM FOR WALLS YIITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 55 14 12 10 9 8 8 BVDE(1-A ONISHEEP 19 5'-0" 14 12 10, 9 B 7 4 - 14 12 f0 9 8 85 5 3.5 14 12 10 8 6b 5 A3)IN(:ASE THAT PRECAST STONE.PRECAST CONCRETE PONDS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7S 4.5 - 14 72 10 9 8 8 6 45 14 12 10 9 8 6 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON fa 72 9.5 7.5 ss 4b - - 74 t2 70 9 8 75 5.5 4 14 12 70 9 B 6 NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR ELFs WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 1412 10 9 8 8 6 - 14 12 /0 9 8 B 6 5 14 12 10 9 8 55 INSTAWITION INTO OF'S WITH METAL STUDS SEE SHEET 20. 740 9 75 55 3 - 14 12 10 85 7 8S 4 3 14 12 B 6S 55 4 td 12 10 9 8 8 - 14 12 10 8 8 85 5 3.75 14 12 f0 B5 8 5 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 B s.5 55 3 - 14 12 10 9 8 65 45 3b 14 12 10 8 7 5 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BURDD(. 7'-0" 1412 to 9 B B - - 14 12 10 9 8 7 5 4 14 12 10 9 7S 5S - 1/4"0 x•3/4'ALL POINTS SOLID-SET ANCHORS As DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. L4_1210 8 66 4 - - 14 12 1 9 17.5 6 4.513.51-114 110.5 7 55 4.5 3.5 - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC- 14 12 10 85 7 4 - 14 J1210 9 7S 4 - 14 12 9 7 7.5 43 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL PoINTS SCREW,BOLT&SPECIALTY 14 11 7 5.5 45 - - 14 9 7 44404 - 14 12 9 7 6 4S 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0" 4 12 10 9 8 6.5 - - 14 9 8 6 4 - 14 12 10 8 6.5 5 35 - NOTES: 4 12 53 7 55 3 - - 14 6.3 5.5 4 '3 - 25 0S 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7.5 6 - - 14 8 65 5 - - 14 12 8 8 6.5 4 - WITH ADVANCED TFIRFAOFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 6S 5 35 - - 14 8 65 5 - 14 12 8 6.5 5 4 14 12 10 9 8 - - - 14 9 75 4.5 - - 14 12 8b 7 55 49' " 7a 115 75 s 4 - - - T465 5 3.5 - - 7t s 6b 45 3S - - - B.2)MINIMUM EMBEOMINr OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMEimDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LANG MINIMUM SHOULD STUCCO 14 12 B BS 4S - 14 7 55 4 - - 14 TOS 7 55 6 4S - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO_11.5 8.5 5S 4 - 14 7 6 4S - - 14 11 7 55 45 3.5 - 10'-O' 14 12 10 9 7.5 - - - 14 12 10 8'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 65 5 4 3 - 10 75 5 4 3 ANCHORS SIWl BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1t 7S 55 - - - - 14 11.5 9. 6 5 4 - 2S 9.5 e 5 4 4 NOTES B.1)&62)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 5 - 14 72 8 8S 55 4 - 13 to 6S 5 4 3 - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11'-0" 14 12 10 - - - - - 14 12 9 7 6 44'- - 14 105 7 55 45 3.5 - - as 9.5 S - 12 9 6 45 4 3 9 7 4b 3.5 S (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 10.5 7 5S 45 - - - 1.5 8S 5S 4S 75 - 95 7 45 - - 14 15 7S 6 5 - - 12 9 6 4.5 4 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.)VE]TSI15 SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 f2 10 - - - - - 14 12 8 63 55 - - - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115&5 4.5 - - - - - 11 8 55 4 35 - - - 8 6 4 3 - - - - MAKIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE WDICAITD,REDUCE ANCHOR SPACING 13S 9S 6 - - - - 13 95 65 5 4 - - O5 B 5 { BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 10S 7 55 A5 - 11 BS SS 4S 3S - REDUCED SPACING OBINNED USING FACTOR SHALL NOT BE LUSS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 115 75 6 5 - - - 1z 9 6 as 4 - - - FACTOR Ob 8 - - - - - - 10 75 5 4 3 - - - 7.5 5b 4 3 - - - - ASA- TAPCON WITH ADVANCED TAPPER_+ 2.5 6.5 - - - - - - 12 9 6 4.5 a - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 13 ss 65 5 - - - -110-517-5 s a - - - - HHV BLADE 0 DICTANCE THREIIDFORM TECHNOLOGY MN.saaaNc 14'-0' 14 12 - - - 14 10.5 7 5.5 - - - 11 BS 5.5 4,5 - - - - ED. MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING=3 1/2' MIN.SPACING =3' 3 3/4" 4" 10 75 - - - - - - 9 7 4b SS - - - - 7 5 3.5 3 - - - - M HV BLADE POURED CONCRETE& Pam 1xY uE EDGE amc PoURED CONCRETE& PoURED CONCRETE&POLIO Du87E.TE OCIMCFE E HTO( 1.5 8 - - - - - - 71 8 5.5 a5 - - - - 9 B5 45 - - - - - .A `' 'eI s, ,/I CONCRETE BLOCK MX E0.,31/2'MN.ED.-2 1/Y CONCRETE BLOCK CONCRETE BLOCK MN Ca. 1/2'MN FD.=2 1/Y 7.5 - - - - - - - 12 8 6 - - - - - 95 7 4b - - - - 1 Htl •v l'aDOvY MN E1.=3' 1,9N E0.=31 WN.E0."3" 14 - - - - - - - 3b 10 6.5 - - - - - 0.5 B 5 - - - - - BLADE WORKING 3• 1.0 o_s0 1.0 0.78 1.0 0.84 1.0 15'-0' 9 _ - _ - - _ _ 85 65 4 - - - - - 6.5 5 3 - _ _ _ 2 1/2' - 0.81 1.0 - - 0.67 1.0 10 - - 10.5 8 5 - - 85 6 4 - _ _ _ _ IN UNISON ® 2' 1 - 0.71 - - 0.51 7 - _ _ - _ _ _ 11.585 5.5 14 - - - - - - - 25 95 6 - - - - - 10 7S 5 - - - 1 3/4' - 0.91 - - - 0,43 - 16'-0 8 - B 8 4 - - 6 14.513 1 1/2 035 0.35 95 - - - - - - - 9.5 7 5 - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane %"..K TIC(/T411f, ©2015 EASTERN METAL SUPPLY, INC. �EN SF.9 BERTHA HVTM -�--. To ME C® AM ®� ��® Accordion Shutter System C RV.BLADE#1 W/OR W/O ITV.WINDOW BLADE ff 3J/-f American Shufter Systems ,N DESCRIPTION DATE DRAWN BY: M.L. STATE DF C TINT TESTING & ENGINEERING COMPANY '•. ��'- sass N.w.361h.SL.sta sm,w1c1Nu GARDENS,FIDfeDA 3316ASSOCif9ti0T1. Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ����� a l®o6o60.0- West Palm Beach, FL 33407 3 DRAWING No ne ............ �c P.E. 4 WALTER 15-085 AA, SIONA�- \\ A TILUT Jr. P.E.A�T t7S�dN"A'TURE/DATE FLORIDA u`"//at'67 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.) crHFrt1 n F FOR n (;M MAX SHUTTER SpaN &S,Q DESIGN NING ANDA CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONPREIE BLOCK INMLLOONS (SEE MOUNTINGS I,J.K&L ON SHEXT 7) POURED CONCRETE POURED.CO CQNCRETE.BLOCK 1 Auc ovER& 1 TRENCH ANCHORS SPACING LEGEND SP MAIODUN U @d RAINGUARD MOUNTING (g WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING CON OR 1) Asa'Dem NFTJDNE PRSSUPE mmDEM raGAihE DEWN MWIVE PRIMUM RXIM 'OUCH WWK PRWX rwwG TAPCON�WITH ADVANCED $142 60175190 120 160 205 30 40 60 75 9 120 0 205 30 40160175 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 3. 10 9 a B 6 8 12 12 12 12 72 85 &5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL.POINTS SOLID-SET R 70 9 8 B 6 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 R IfSS 10 9 8 B 6 B 12 12 12 12 0.5 B 6 4.5 7 7 '7 7 7 7 7 6S 5 5 5 5 5 5 5 5 BLUE TAP 10 8 8 e 6 8 72 42 12 72 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 10 9 8 8 6 B 12 12 12 12 11.5 B5 aS 6 7 7 7 7 7 7 &5 4 5 5 S 5 5 5 5 4 4'-0' 10 9 8 8 6 6 12 72 12 72 12 95 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 10 9 8 8 6 8 12 72 12 95 8 6 4S 35 7 7 7 7 7 7 eS 5 5 5 5 5 5 5 5 5 10 98 B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 55 5 9 5 5 5 5 5 5 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5'-0' 10 9 8 B 6 6 12 12 12 12 10 75 5S 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 . 14 12 10 9 8 8 8 6 12 12 9.517-516 45 as - 7 7 7 7 7 7 5 3.5 5 5 5 5 6 5 5 4 14. 12 10 9 8 8 6 6 12 12 12 9S 8 5 aS - 7 7 7 7 7 7 5.5 4 5 s s 5 6 s s a SEE ANCHOR 14 12 10 9 8 B 6 8 12 12 115 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0' 14 12_10 9 B 8 6 8 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5. 5 5 5 5 5 ON SHEEP 13 14 12 10 9 B 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 72 10 9 8 8 6 6 12 12 10 8 6S 5 ,75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 'S 5 4.5 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 as - 7 7 7 85 SS 4 5 5 5 5 5 4 3 7'-0' 14 12 10 9 8 B 6 6 12 12 12 &5 7 6 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 14 12 f0 9 8 B 6 6 12 10 B.S. 5 4.5 3' 7 7 7 7 65 5, 3 5 5 5 5 5 5 35 3 14 12 10 9 8 B 6 6 12 12 85 7 5.5 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - 14 t2 10 9 8 e 6 - t2 72 85 7 5 4 3 - 7 7 7 5.5 45 3 - - 5 5 5 S 4.6 3.s - _ 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 8 6 12 12 OS 7.5 6 3.5 - 7 7 7 7 7 7 7 4 5 5 5' 5. 5 5 5 s RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - s s S. 5 5 4 3 - SCHEDULE 3, SHEET 11 14 72 10 8 8 a 6 - 12 17 74 6 6 .76 - 7 7 7 7.6 6 45 - 5 5 5 5 5 4S - .14 12 10 9 B 8' - 1211-517-518 5 3S - 7 7 6S 5 4 5 6 5 5 4 3 9._O. 14 12 10 9 8 8 - - 12 12 9S 65 55_±__I_ - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 70 9 0 B - DS B 5 4 35 - 7 7 7 8 5 35 - 5 5 5 5 5 4 3 74 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 85 55 - 5 5 5 5 5 4 14 12 10 9 8 8 - .12 OS 7 5S 45 3.5 - 7 7 5S 44 3.5 - 5 5 5 4S 3S - 10'-06 14 12 10 a B 8 - - 12 11 8S 6 5 as - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 4S 14 12 70 9 8 8 - 9S 7 4S 3.5 3 7 7 7 5.6 4S - 5 5 5 5 4S 3.5 14 12 10 9 fl 6 - 12 9 6 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 70 6 8 8 - 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 74 12 10 9 B 8 - - 12 10 7 55 45 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 S 5 5 4 14 12 10 9 8 8 - - BS 6S 4 4 3 - - - 7 7 8 5 4 - - - 5 5 5 5 4 3 - - ( ' / BLADE®E 1 \L� 14 12 10 9 8 8 - - 17 B 5S 4 - - - - 7 7 7 55 4S - - - 5 \\I/1 tr LJ 14 12 10 9 8 - - - iS 85 55 45 3S - 7 7 45 3.5 - 5 5 4S 3S 3 12'-0'14 12 10 9 8 - - - 12 95 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 35 14 12 10 0 8 8 6 4 3 7 7 5S 4.5 35 - 5 5 5 45 4 3 14 t2 10 9 B - 10 7S 5 4 7 7 6 5 5 5 5 5 4 1.4 12 10 B 8 - OS 8 5 4 35 - 7 &5 4S 3S - 5 5 4S 3S 3 14 12 10 9 8 - - - 15 8.5 8 4S 3S 3 7 7 7 4S - - 5 5 5 5 5 5 4S 35 14 72 70 9 e 7 5.5 3S 3 7 7 5 4 3 5 5 5 4 3 14 12 10 9 8 - - - 9 7 4S .75 - - _ - 7 7 55 45 - - - - 5 5 5 4S 4 - - - 14 12 10 9 - 10 75 5 4 3 7 6 4 3 5 5 4 3 14'-O'14 12 10 9 - - - - OS 8 5,5 4 3.5 - - - 7 7 7 7 7 4 - 5 5 5 9 5 5 4 3 14 12 10 9 - BS 5 3 7 7 5 3S - 5 5 5 4 14 12 10 8 - 8.5,6.5 4 7 7 5 4 5 5 5 4 14 12 70 9 7 45 3.5 3 7 15 3.5 - 5 5 3.5 3 15'-0'74 12 70 - - - - - 10 7,5 S 4 3 - - - 7 7 7 7 7 .3 - - 5 5 5 5 5 5 4 3 14 12 10 - 8 45 3 &77 5 5 4S as _ 14 12 10 - 8 6 4 5 5 9 4 14 12 10 - - - - - 85 6S 4 3S - - - - - - - - 5 5 3S - - - - 16'-0`14 12 10 - - - - - 9.5 7. 45 3.5 3 - - - 63 - - 5 5 5 5 5 45 3S 14 12 10 - e 45 3 5 5 4 as - 14 12 1D - - - - - 7S 5S .75 - - - - - - - - - 5 5 45 - - _ _ = FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone � R A. T/"� ' 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �LTE�® ��� Accordion Shutter System �7 RV.elate#t w/OR w/o KV.WINDOW BLADE l3/ American Shutter 635Systems EV.N DESCRIPTION DATE DRAWN BY: ML STA7EOF TILLIT TESTING & ENGINEERING COMPANY AssociationInc.6 N.W.36th.SL.S .305.VIRGDDA GPADEN , 1 OLD 11-192 4135.MORIVA 3316 / /15 OATS 4/13/15 Phono:(305)871-1530.Fax:(305)871-1531 4263 Westroads Drive 2 mdL•9Rce4®aol.com West Palm Beach, FL 33407 3 DRAWING No �••'• ........ \\�� EH-0006719 15-085 AL���`.��`� ��BJr. B P.E. 5 SHEET P.E. SEAL IONAi4'1R DATE G 14 OF 20