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• SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS'Site Map Links I •Search Florida Product Approval .USER:Public User rrtxe L ..xis eta: Product Approval Menu>Product or Application Search>Application List>Application Detail : • &THE FL# FL389-R8 Application Type: Revision, Code Version 2014 Application Status,, Approved Comments Archived Product Manufacturer ''American ShUtteiFSYStemS Assoclation,Inc. Address/Phone/Email 4268 Westroads Drive West.Palm Beach,FL 33407 (561)2i)51-820', bfeeley @easternmeta 1.cpm Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email' Quality Assurance Representative -' Address/.Phone/Email. i Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' "' `✓J Evaluation Report,-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 . Quality Assurance Entity- National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/M-/2018 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence EL389 R8 COI HV ACCORDION CI NONHVHZ.pdf 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 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 Date Revised '09/18/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks.(top 3-(Non-HVHZ)-Drwg 15-086 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.15-086.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 the Created by Independent Third Party: Yes 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 sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 15-085 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.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 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and locking Created by Independent Third Party: Yes 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(top COMBO-(Non-HVHZ)-Drwg 15-084 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.15-084.pdf 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.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824- The 50-487-1824The 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 mall 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: ® INW-11 ®RE M GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEN WITH H.V. BLADE 13 W/OR W/O H.V.WINDOW BLADE 13 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th 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 1609 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL - BE INSTALLED WITH A DIREcnoNALTTY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6,7,8& 18. - - 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 TABLE' OF CONTENTS, BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX, (AS.D)DESIGN PRESSURE,.RATINGS INDICATED ON SHEETS 5,6,7, B& 18. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS ItbI ,-WERE.NOT OVER STRESSED,A 33 S INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS VX USED IN THEIR AREA • HV BLADES(1) & QANALYSIS.HOWEVER,A WIND LOAb DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. - BERTILA H.V.ACCORDION SHUTTER SYSTEM WTIH H.V. BLADE/3 W/OR W/O H.V.WINDOW BLADE 13 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. "SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 1 H.V.BLADE 13/0403.01-08 WITH ADDEVDUMS 13&'M DATED 4/30/14;AS PER PROTOCOLS TAS 201,202&203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS(MISSILE YPICA1 COMPONENTS. 22"35 SHEET 3 O - LEM D.WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM Iz DATED 4/30/14), 1220.01-10, 1209.01-10&042202-14,AS PER PROTOCOLS TAS-201,TAS 202.&TAS= LARGE RGE MISSILE SHUTTER ASSEMBLY. SHEET 3A -QH.V. BLADE 13.WORKING IN UNISON WITH @ H.v.WINDOW,BLADE 13 10829.01-08 WITH ADDENDUM /2,DATE)4/30/14,AS PER PROTOCOLS'TAS-201,TAS.202&TAS-203 AND ASTM AREA �• {{y BLADE 1n AND HN WINDOW BLASE hAl E-330.ASTM 88 E-18 AND E-1996 STAN (MISSILE LEVEL.D.MIND ZONES 1,2,3&4). 1DHN. BLADE 13 AND H.V.WINDOW BLADE 13 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE ' (MERE APPLICABLE) INDICATED ON SHEEP 8. TYPICAL SHUTTER ELEVATION&NOTES-ON LOCKS. SHEET 4 2 BERTHA ACCORDION PINS©, 0 OR ALTERNATE©•WALL BE AS INDICATED ON SHEETS 3&4, USED AT BLADE'S KNUCKLE.ACCORDION PINS 3©•USED AT FIV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH'ARD 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 8 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH ANCHOR SCHEDULE-CONCRETE&BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. - - - ANCHOR SCHEDULE-WOOD - SHEET 8 INSTALLATION DETAILS 1-6-CONCRETE&BLACK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T5 ALLOY AND TEMPER,WITH Fy.-27.1 lai MINIMUM (UNLESS OTHBWISE NOTE)). - •' INSTALLATION DETAILS 7-9 -CONCRETE.&BLOCK", SHEET 10 4.ALL SCREWS TO BE STAINLESS inn 3G4 OR'318 AISI SERIES-OR CORAOSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA- INSTALLATION DETAILS 10-METAL SND SHEET IDA . BUILDING CODE 2007 WITH 50 W YIELD STRENGTH AND 90 T®TENSILE STRENGTH.. - INST.DETAILS W/HV cENTERMATFS®&® SHEET 11 5. BOLTS TO BE ASTM A-307 GALVANIZE)STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 Tai MINIMUM YIELD STRENGTH. INST.DETAILS W/HV Y'LOCK CEMQRMATES I@&® SHEET 12 6.SEE SHEETS 6&8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST.DETAILS W/HD CIENTERMATES _ .®&0 SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE&BLOCK SHEET 13 7.TTSS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT - INSTALLATION DETAILS 1W-61V-WOOD SHEET 14 15458779 LADED TO EASTERN METAL SUPPLY,INC. - INSTALLATION DI7AIS 7W-TOW-WOOD SHEL7,15 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE END CONNECTION DETAILS 1-6-WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE 1nA ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST TYPICAL WINDOW BLADE&V,NDOW DErA1L SHEET 17 PROPERLY CLOSE ALL CEN ERWATES AND ENGAGE OR LACK ALL LOCKS. ' TYPICAL SHUTTER ELEVATION SHEET 18 10.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 DE PUCE)FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 13 W/OR W/O.KV.WINDOW BLADE 13 INSTALLATION SWd1 COMPLY WITH SPECS INDICATE)IN THIS DRAWING PLUS ANY BLADINC,AND�ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE.PERMIT IS APPUED T0. 12. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENEbC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:I-WHERE THE SITE CONDITIONS DEVIATE FROM ' THE P.E.D. .(b)CONTRACTOR DEVIVIAT EFROOMBE R�CO�NS DETAILED ON THIPURCHASE DOCUMENT.CONSTRAND UCTION SAFEIYINCLUDING AT SITE IS THE CONTRRACCTTHIS ORSD ESP0�EDILITYN THIS PED PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC.PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEB.OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EOR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 115E OF THE P.E.D.ENMNEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALE- - SUBMIT To THIS UTTER THE SITE SPECIFIC DRAWNGS FOR REVIEW. ' (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. - FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone K(ER A. j AAIB,, . ®2015 EASTERN METAL SUPPLY,INC. ,,,�P•....... BERTHA HVTA * fTl LTE.C O �N A■S■S.A. Accordion Shutter System Kv.BADE#3 Wl oe W Liv.WINDOW BADE �'O'. �(j�' -= American Shuster SysteriTS Iffy:w DESCRIPTION DATE I DRAWN Dr.ILL �: ::*` TILLIT TESTING & ENGINEERING COMPANY Association. Inc. , OLD 13-431 i13A1DATE-DATE-04i13/15 - �,n•, ,c STASOF So=NPI.36th.St,s,d 3os.vEtmoA aumE>zs.EtARW�, Phone:(3os)871-1530.Fm:(305)871-1531 4268 Westroods Drive 2 DRAWING No 19 � ID ��44``�: a na°�ut 7-1- West Paim Beach, FL 33407 i 5-086 ' NA.!Dl EN�AA,.A WALTER A 11LLIr J,P.E. P..E..JtAL 19 �URE/DATE FLORIDA Lk.i 44167, s SHEETOF 18 f.100 —125* 5 a .371oo.. 297* F I -�1257 SA 0 483' 80D 0.348' 60- 1? zowz�. as oar 61, • Q T 4-1� G)KV BLADE#3 .164. .71 HVMNDOWBLADE#3* ALUMINUM ANGLES HV HEA 0-8 SEE LIMMATIONS OF USE @ OHVW4�TRACK 04) WHEADER11SILL HV 1"B.0.HEADERISILL QUALIFIED FOR USE W1 W R BLADE QB ON SHEET 18 QUALIFIELD FOR US HV QUAUFIED Re 8 BLADE(D J�S S hr HV 13 A ZED QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV G� BLADES(D,e BLADE(D x 67 6 7, 1-491- x y It JUR XINK Y118K t Y 6 ff ia y U; 2- 2' r 0.125' 1i y 062• —3.352' Z22' r r 0.09cr -.07r .072— '43 110 r .4.874* 443 HV DIRECT MOUNT G)QUALIF ED F R HV ADJ.ADAPTER W/UP HV WA '-0 TRACK HV 40 14 1180'STARTER SIDE ANGLES QUALIFIED F QUALIFIED FOR USE W1 HV 3L 0(BS QUALIFIED OR HV CORNER POSTS (D 1E ADE 'br HV 8L FOR(BV G QUALIFIED FOR USF-W/ HV SL FOR W BLADE(D 0.73'k1.95kM125*TM A QUALIFIED FOR US W/W 13LADES T.(to ADES QUALIFIED FOR�S BLADES T NEOPRENE SPACER SEMEN BLADES V HV 4.6W— a�tqs)A=- CENrEIRUAM/S.SL FL47E t576* 745* 22931— THIC 304 AIM S.& (2 1/4*-20xi/2* 14 1�47/4•a-x0 0 FLAt SAR /4� OM M 11REAMDE1 CAST (2) _2(;� U-S NOUSINC EK49L -A CAST ft SAIKM PXNTED HOUSING EUVEL em- SWED PARRED A �n a 5 1.9 • MOS. 62 J Vi 0, (1)3/16 16 HOLE FOR(1)/16'0-16.1 516r r/ i xz— I BRASS .214- 04"Z4. XV S-%TH�THUM SCREW W/ACOAL HEAD .. Cmm", HV CENTERMATEHV FLOATING CENTERMATE S.S.SALT WATER LOCK .452- 1.419" PMED) PLAmx) S G 0 QUALIFIED FOR USE W/ HV QUALIR R67e HV QUALIFIED FOR USE W/ KV S BLADES(D.@ 87LAIEO GLADE(j) ..?,, ZW4* -321' N.V.LOCK 0 H.V.EGRESS LOCK 44ill 1.75er— —A --E-3 QUALI E R w 0- QUALIFIED FOR USE W/ HV F1 FOR(�S n, V (0-0.) BLADES(D,@ E ME .06 R 00- I.000- ev. COMPONENTS x� 6063-T6 ALLOY AND TEMPER N- I S, HV MALE'T"LOCK HV FEMALE"r LOCKCK L L-2..--J L-2.75W—J CENTERMATE CENTERMATE FRONT ELEVATION QUALIFIED FOR ��W/ KV ar W/HV @ PLAN QUALIFIED FOR USE.W/ HV QUALIFIED FOR- -J"CLIP FORT LOCK CENTERMATE BLADE Q) BLADE BLADE QUALIFIED FOR USE W/ W -BUUE-T— FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TEN-q 0 7015 EA�SIERN NEPAL SUPPLY,INC. BERTHA HV" A.S.S.A. Accordion Shutter System KV BADE0 W/OR w o RV.WNWN BLADE In buffer Systems -ity.m. DESCRWnCX DATE I DRAWN Bf.ALL U.1T TESTING & ENGINEERING COMPANY 0% STATE OF 38th.M.Sm.305,VROOM CARDM FLORGA 3316f Association. Inc. I MD 13-M D1/13/151 DATE; Phone (.305)371-1530.Fa 4268 Westroods Drive 2:(305)371-1531 DRAWING No —61;Uft—fta— Wast Palm Beach, FL 33407 .3 15-087 A.TUM J.P.E. 4 /ONA\� "'N' WAVER AAA FLORIDA U-#44167 5 SHEET P.E. gftl�jifg�KRE/DATE 0 2 OF IS 0 1.617' - . MIN • L2 Y /III` THUM5MRN 12'MIN�IN311tF'�!� NL CYLINDER OR 7 N� m 214- "� 72. KEY CYLINDER ..a .214' m o o H o _ 2 m ^ $ •- 0.875'Min:' $ 1 .125'Nox. - 3 m m 26 12"LOCKING ROD 0 ® 6"LOCKING ROD o0a ry m OHD CENTERMATE 23 HD CENTERMATE 24 HD CENTERMATE'S o QUALIFIED FOR.USE W/ HV QUALIFIED FOR USE W/HV W/LOCKING ROD W/NO LOCKING ROD INSERT 604' *OR BLADE t BLADE Q gUAL1FlEDBLADDEO W/ HV QUALIFlEDBLADREU(D W/ HV QUALIFlEDFOR USE BLADEQ W/ UM61URN 0� ®6 INSTALLATION WILL REQUIRE A 00 KE� 7/16' HOLE DRILLED AT TRACKS FOR PROPER YLINDER EMBEDMENT hit 1.76'Naz. BY REGENT HARDWARE NORDSE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 3/15-0 tt/2' 1.130 QUALIFIED FOR USE W/ HV is BLADE Q1 oa2a' 3NYYLON WHEEL A75'� .475'�. _ .018'� � 8 $ osoo o �� y15 ELEVATION A 1/4.0 yMwo 4 27 HV 1/4"0-20 AIS1304 SERIES ® 318"0-06 ACETAL O HV LONG RECESSED O HV SHORT RECESSED O HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING._ WASHER AISI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV - BLADE 01 BLADE(J -365'0 .400 .36-0 .365'0 .900'0 m m 020Y .153' COMPONENTS P� s- rig �o �� _ (CONTINUED) !:z a a N.T.S R S o g - 3P HV DIRECT O HV PIN(cb BLADE O HV PIN 0 31) O HV.PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN V10-18'x2 3/4"W/ #8 HD, #10-18'x2 3/4'W/ #8 HD. (13), fe ,16 22 23 . CTD BLADE 81 @131 . #14-14x1 3/4"W/ J8 HD, W/ HV HD MARKING W/ W/.HV HD MARKING W/ #14-14'x2 3/4' W/ #8 HD. J10-18'x3'W/ #8 HD. W/ HV HD MARKING DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ (SEE DETAIL X. SHEETS 13 & - DACROSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING ., FLORIDA BUILDING CODE -(Non High Velocity Hurricane Zone) 7 ®2015 EASTERN NErAL suPPLY.INC. A. BERTHA HVD" 7TI L 7E-C707i■c. A■S■S■A■ Accordion Shutter System H V.6tADE W OR W/0 N V.NAN)OdV LADE 8Gto 13-031 /r/, �/�>✓*- nurr TESTING do ENGINEERING COMPANY am°HCOn Shutter Systems My.N. D1�IBPRON DATE DRAWN BY:Y.L. $�� OF ;•Q'` 13,44 N",3618 St.Ste.305.Ve2Gt0A GARDM.FLORIDA 331 Association, Inc. t 1s/1 DATE,.04/13/15 Pnona:(305)871_1530.Fax:(30.5)871-1531 4268 Westroads Drive 2 DRAWING No '�tcsi•., � . on:ulfa�adaaa, West Palm Beach, FL 33407 3 5-086 s/UNpL EN�o� WALTER tJr.P.E 4 SHEET P.E.`-iHf- [VN1ATURE/DATE FLORIDA L.a./44167 R-7 3 OF 18 , ExTERIOR EXTERIOR EXIMOR DcrEm , 06 ASSEMBLY AT{). ASSEtIOBLY IN BHIV mmA. ASSEMBLY ATS). ASSEMBLY IN BMWEMA. (@GO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 2"LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCALD 1/4'm 1' WALE Ile.=1' *THE HV PINS&BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275"O.D. z 0.130"I.D. x 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON T14£PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. Irluur FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `.i`�`,`�R P;,• CITJ�i�� 0 2018 EASTERN METAL SUPPLY. INC.' � �+a �+�A/�■ BERTHA HV m �X17 Ir`7 .Accordion Shutter System >{v suwEA W OR W/O IM 1MHDON Ran€43 0 American Shutter Systems acv.Na otscal MON DATE OWN M ILL s STATE pF :tt S TILUT TESTING & ENGINEERING COMPANY r4 am NA--m.5L.Ste.a45.VIMM crr�ts.t�uu 331 Association, Inc. 1 an to asr /ra/1 WE'.os/13/15 I-:(305WI-1531 4268 Westroads Drive z Lltec000etran DRAWING No 8/0NAL�ev` T8 MUITJ West Palm Beach, f1 33407 4 1`5'-086 rverr Tr 1a%% wFLOWA U.#44167 3 SHEET P.€. S€l�fS�Wt JR€/DATE 6 3A of 18 & 01� FO NOTES ON HV, HV 7T" AND HD LOCKS AND dENTERMATES: RIVALED ONLY FOR INSTALLATIONS Wj HV C "BLADE 0_@ APPLICATION W NY LOCKS AND CENTERMATES: TO 1. ift ONE W LOCK @ or @ or @ SHALL BE USED AT 1/2 OF SHLITTER'SPAN FOR ANY + SPAN OR 12*ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR156-.AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALIATIONS INTO METAL STUDS. W=;-r(i Q MAY-BE USED-AS AN INSIDE OR (2-t OUTSIDE LOM ATTACHED TO(D CENTEIM _&TES W/(2) 1/4"-2D x 1/2'LONG FLAT HEAD S.S.MLOCATION OF 15 r 0 LOCK SIKL BE AS INDICATED ON IYFICAL SHUM ELLVASION.USE OF LOOM FOOS @ W/@ AND(92�IS aWLEMY OPTIONAL 0 - 2- MANDAYDRIf CONOMM#2 FOR MVIIATXM rM METAL MM ONE W LOCK @ or @ or @ SHALL.BE SHUTTER SPAN USED AT 1/2 OF Swum SPAN FOR ANY SPAN OR 12*ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE TO 156'.AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. W LOCK @ or ON SHEET 5) @ or @ MAY BE USED AS AN WIDE OR OUTSIDE LOCK.ATTACHED TO @ or(0 CEN[TERMATES W/(2) 1/4r-20 x 4 14 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTIM ELLYARON.USE 18 0 OF LOCKING RODS 4g;)W/0 OR to ID TOP AND BOTTOM IS COMPLETELY MANDARY. 1/2 OF SHUTTER SPAN I -__4@1 - FOR MTALLATIONS W/ 3.MANDATORY CONDMON in FOR KECUM WOUNIRM01 INStULATIM, ONE HV LOCK 15 or 16 or 17 SHALL BE ll (1)tN M nu�M USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I� MAY,;E R LLED.12- A TO 96',AND FOR INSTAL.LATIONS AT ANY ELEVATION.HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR OR BELOW MOW OF I OUTSIDE LOCK,ATTACHED To 13 or 14 SYMMETRICAL.CEIMMATES W/(2) Ile-20 x 1/2*LONG FLAT HEAD S.S. ALS' LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL'SHUTTER ELEVAnON:USE OF LOCKING RODS 26A W/.27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. 4.Qe=&WHRM ft IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURIPOSM UP TO TWO HV SEE D) LOCKS OR 05)MAY BE USEff AS AN INSIDE OR OUTSIDE LOCK.-CONNECTION OF LOCK S TO CENTERMATES(D CONNEI TtON_j OR-0 SHALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ON LOCATION OF LOCKS SHALL BE:AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 13& 16 TYP.FULL MoRns OR 8 HEIGHT. Fj-HV OT" LOCKS AND CEN AT I VALID FOR Hy MM, -t 001&�0 AND 1"_ fm or LOCKS � ONE ALTERNATE Kv-r LOCK ft WAY BE INSTALLED IN OF LOCKS FOR ANY SPAN AND INSTALLATION AT (VqJS -0�4Q8) OF CONTERMATES ANY ELEVATION.ALTERNATE LOM(D MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.AT140WENT OF LOCK @ --------------U"nED WIDTH I INCLUDES USING -J*cup As SHOWN ON BECKON 15,SHEET 12,WHICH mtr.T BE CONNECTED To ce4TMwTEs AND®W/ 1/4"9�-20xj*S.S.M.S. INTO A 1/4'0 x 5/8""UL- BE INSTALLED AT MIDSPAN OR 12" GLUM VE LACK TYPICAL(I H.V, 13LADE- #3 'SHUTTER ELEVATION AND BELOW MIDSPAN. USEOFTWO LOCIONG RODS 04 'MP AND BOTTOM.IS MANDATORY. APPUCATION Wj HD LOCKS & CENTERMATIES: 19 TS 1.JUM ALTMKME TO Hp lammow in OR Q OR' Sm um TIONS OF USE FOR ONE ALS sL RNATE ED IN LOCK @ MAYBE USED LIEU OF OTHER U3=FOR MIN Y SPAN AND SEAUATIONS AT ANY ELEVATION BLADE RON SHEET I& ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHuENr OF HO LOOK @ TO @ IS W/(3)#8 x 3/8'F.H.s_&ms,AND INCLUDES RamFoRcEMair msw @ As SHOWN ON secrim 18,SHEET 17-LOCK MAY BE INSTALLED AT MMSPAN OR I?MAnIdM BELOW.OR,ABOVE MlbSIIAN.USE OF LOCKING RODS or I&IS COMPLETELY• OP71ONAL FLORIDA BUILDING CODE (Non High Veloc!!X Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HIP % AwSAA Accordion ShutterSystem Z JILIEC 0 imc. u w RV.WIT 0 W/CR W/O KV.WNMW agr is No. Amefican Shutter Systems UESCRIFRON DATE OPMN BY-W.L TILLU TESnNG & ENGINEERING COMPANY REV-"I 9353?LW_35th.5L.St.3M VIROM GNMUM RIORM 3314K Assoclation, Inc. I OLD 13-031 4/13/15 DATE-04/13/J5 _-1 nr Or-Z a71-1530 (=)871-1531 4268 Westroads Drive 2 -DRAWING No West Palm Beach, FL 33407 3 LURtO ES-0owl 15-086 WALTER A.TUJJr Jr.P.F_ 4 L4&bk!�2 , nDwA u'#44167 SHEET tRE/DATE 6 4 OF 18 mum. MAXIMUM SHUTTER SPAN L+" OR "L-"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) (1)L-k UkV"ALLOWNnE SPAN FOR A MVM POWK&W.DWGN PRMSuw RATING. FOR INSTALLATIONS W/ (1) HV BLADE. A FOR INSTALLATIONS W/ G) I-HV BLADE. A RAING.UU °"'" NASPAN "A` ' AQVM NMkTWE' KAOMMM PRMMK (2)PROCOXIM 70 DETIOUK MVMW-PAW FOR WALL MOUNII NGS(TWIDOMM)OR POURED CONCRETE.CONCRETE BLOCK t nDwc—: FOR METAL STUD IN INSTALLATIONS ■ MAXIMUM AND VMOQ INSTALLATIONS MAXIMUM OVER A POSM&ASRDESM PRESSURE FATM OEYERMJtX VAXNU&f SPAN 1+`ASA ASD. FROM SCHEDUIM PRESSURE WALLMOUNTING • FLZ.1%jE�!U MIN, PRESSURE FLOOR/CEILING CM A NM43M"D OESGN PRESWW RAMOo DE WXUUM WIM'1- RATING ON TO GLASS WALL MOUNTING MIK SEPARATION TO GLASS FROM SCHMXAErL I RATING MOUNTING ipso1 (PA Vw0zxqE4 FKAL MOURN ALLOWABLE SPAN IS EQUAL 70 THE IAMVJM DETOWiM SPM Lr 1:" en 1:FF) (---) eFn 1:" corn r T7) VANO20— BETWUN'L+'AND 1-' 1.2.2 LOW LoOW cona.MTE cufrua� (3)PROCM)URE TO DETUNNE MW Wil SPAN FDR COLMMARONS N BETWEEN WALL 35 IZ-7' 13'-0' IZ-7" 1V-tr 1. 411/10* 510 64 T-T r-cr 1' 37116" 51/6" MOUNIINCS w/n=R/axwo wmms� 1. FOR A OM POSUVE&W DEMN PRESWM R0NM 40 11' 10" IZ-31 111-10" t2-3" 4 11116' 5 Ire DEROWND 45 111-91 -TT-—11" -T1-1--9-- 1. 411/16" 512'• Lt+-MAX SPAN FOR WALL MotNMIG MAUXI)ONS. ill ---f—--T17-—5. 11-0. 411116" 6 lir 3 7116" 5 1/8' L%+-WX SPAN FOR RDOB/CaM MOUNINS IRSIALLAroa 50 .61 IT-(r 1. 72 6!-r 6-7' 55 1 V-4" 11'-4, 1T-4' Ill-14r, 1. 411/ler 512" FOR A GM NEGATIVE ASO DERCH PRESSURE RIQIMG: 60 IU-6" lor-5 19-61 1, vEn3am 4111161 512" U-WX SPAN FOR WALL WOUNIING DMIALUVIONS 65 W-U, 9-81 V-Ir V-Ir 1. 3516" 51B" ■SEE SECTION 10 ON SHEET 10A. LW-JAM SPAN FOR FLOOR/CEUNQ MOUNIING MIAUATOM 70 9-3" W-3, Er-31 V-31 I" --yw-e- s iar FKAL MAXUM AULOWABLF SPAN IS EOUAL To DE WNWA4 MTWM"-U+-.1W. 75 T-91 T-91 T-9' r-9, 1. 3518" 6118" *U-'AND'LW-* so T3- r-T T-r 3" 'r 3519 -5—jff CRO (4)00 TO ANCHOR SX&E ON SHOUS 6&7 MCF R CONEM AND BLOCK SHM 8 - - - - 85 6-10, 9-10r 0-i0r V-107 1. 35V 51/91 FOR WOW AND TO SECOM ON SUM 10 FOR MSMW MOUIGINCS AND SHM 10A MR METAL STUDS WITH FOAL MWMW ALLOWARM SPAN AND NEDOW OESM 90 V-7' &-7" 1. 3518" 5118" LOAD To DEFEFWE mkmw ANCNOR SpACNQ 95 5V 1(5)UMMU SEFAAKoON TO CLASS%IALL BE ME QMQ=MEAMIRED FROM UM Ao 5 1- 1 35V 6 I/Er REkR OF KNUCKLES OR REAR OF Lq= A" CUS. ,T-5" 1 16-6, -1 /CENTERIVIES(AS APPUC TO P-y �--&; 1 5 lff MAXIMUM SHUTTER SPAN "W OR "L-"* (ff.) FOF 1 110 1 6-2' S-T 1 V-7 1 S-T .1 1- I_3515 1 61W 1 INSTALLATIONS W/(1). & 0 *HV BLADES. A APPLICABLE FOR I EXCEPT THAT MAXIMUM SHUTTER SPAN 'L-�*OR-L-'AND POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE MAMMUM A.S.D. DESIGN PRESSURE RAIING FOR JNSIALLAIIONS INTO MAXWUM AND MOD INSTALLATIONS MASONRY METAL STUD WOOD A6S.D. CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: PRESSURE WALLMOUNnNG FLOOR/CEILING 1W. 3W. 4W 11- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING MOUNTING MIX SEPARATION TO GLASS WALL 1, 2. 3, 10 7W,bW&.IOW +64,-72 P.S.f. AND 7'-6' SPAN, SEE SECTION 9 ON 4, 5 & 9 ZWM1X%M4 SHEET 10. (+or-) efl) I:TT) CIFYI V(FT) V!wfM I FLOOR/CEILING 6. 7 & 8 --- 2W`&3804 W, 6W 55 9-S" 8'-59'-5i 9•-5V 431W 4,114" 4 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+" OR 'L-' 62 8'-it" V - -lr- 2-1 9-11, 414". AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR *SEE U OHS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE ON SHEET 18. I- CONNECTIONS TO PLYWOOD LIMITED TO k62 p.s.f. AND 8'-I1" SPAN. SEE SECTION 5W ON SHEET 14 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ...... 0 204 EASTERN METAL SUPPLY,INC. yrEN6,,c-*--.: BERTHA HVTM Accordion Shutter System A.S.S.A.. KV.BLADE#3 W/OR W10 RV.WINDW RADE#3 Shutter Systems REV.N. DES MMON DATE DRON Or Mi- TILLJT TESTING & ENGINEERING COMPANY ti A=oclaon, Inc. I OLD ii-mi Cow pl 11W.3%k St.St-3M VIRGM GOMM FICRICA 3316( 4/13/15 OA7-04/13/15 (30)871-iWO.I.:(3M)871-1531 4268 Westroads Drive 2 ...... MWest Palm Beach, FL 33407 3 DRAWING No ,lls1Ol"JINJ00N EB- S719 I WALTER A.IXUT Jr.PS 4 15;-086 P.E. SEAL/SIGNATURE/DATE FLOP"U.111 44167 5S EET 6 OF 18 mmm SFAM LMM nFMIFTCATIONS ON ANCHOR REQWREIQlTS• POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES vmm an MAXIMUM ANCHOR • $ A !N (� �� SCHEDULER FOR n THEN �idY cultn�tt 1•Awa TO WAL SHALL SE AS F upm W/'°"�"6'"°"TEDMO �` AS.D, DESIGN NEG/�7Rs PRESSURE ReT1NG ANS GORRESPONDI�t'CZ (A) TO�+C POURED CONCRETE �I, MOUNTING TYPE fOR CONCRETE OR CONCR INSTALLATIONS -T/4'A TAPCON OR TAPCON W/ADVANCED THROADFOR11 TEAEDUMA.AS MANUFACTURED Br LT.W.OUI DDL(ILn-rc=3 _ E7Z BLOCK INSTAL ATiONS . TAPPI _ -1/4 0 x 3/4•ALL Pm6's sc�-SET ,�s dsmearas er ALL PaN,s=mow;$os a�s TkTy a«rAm.tw.r�-s Imo. (SEE MOUNTINGS 1,2,3.4&5 ON SHEr 9) -1/4Y BLUE TAP CONCRETE ANCHORS WITH CAP,As MANUFACTURED BY FLORIM FASTENERS DRELT,DNC.(Mm.fe-2 10). POURED CONCRETE -t/40 TAPPERANCHORS AS MANUFACRRED Br POWERS FASTENERS,RRC.Ir-'11c-3 k%h AND MIRIBUTED Be ALL FaNIS SM011.BOLT&9MNLTY="W OR ANY OTHER APPROVED LICENSED OR AURIOR ZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSGaIOIOR,NC , 1) 0&14)WALL MOUNTING WALL SILL MOUNTING NaN>:� ' GPNAiN�,iR W/©.®d+® w/©+OO W/®+© A7)MINIMUM ERBEOL FNr 0T0 POURED CO amr OF TAFCOT OR TAPCON W/ABVANCED 11iwaVIRdI 1SCENORDh Nal TAPPER+ANCHORS S 1 3/4'.AND 1 1/2 FOR _ Asa.avrNN xMw&two 4M Asa D4s0N FaGOAL Ran(-I ASD OEM N OMI E tan tAn Mix TDP AuN Cw ANNCOR% JO 40 50 60 70 80 SID 1 100 710 JO 40 1-50-F60 170 60 90 100 110 30 40 50 60 170 180 190 1100 T 10A2)MNWM E7DEEN4TNr OF 1/40 3' x 3/4'ALL POINTS SCID-SET ANCHORSANCHORSSWL BE 7/8'INTO THE POURED CONCRETE NO DMOD ENT NO STUCCO SHALL BE 9 8 8 9 9 9 8 9 8 S H 9 8 9 9 9 9 8 9 9 9 9 8 H 9 9 9 PERMUTED.1/4'0-20 SS.MACHINE SCREW USD SOIL BE i i/2'LONG NDHMDN SHOULD SRACCo DZT:AND 1'MNMW FOR WA3S"WTTH NO STUCCO. -0' _ _ _ _ _ _ _ _ _ _ OR IFSS B 9 9 H 9 '8 9 9 9 _ 8 9 9 9 8 9 9 9 .a -1 _ _ _ _ _ _ . 9 9 9 8 9 9 9'. 9 8 A3)N CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS,PAVES OR ANY VENEER BE FOUND ON THE Doss T WALL OR FLDOR.ANGORS SHALL BE TOA: 9 9 9 9 9 9 9.• 9 Si 9 9 9 9. 9 9 a 9 9- 9 9 9 9 -9 9' ODUGH TD BEACH TE MAIN 9TOCTt�SOMI D SAO WAL FItIISKM ANCHO A E SHALL tE AS IT TED ON NOTES A7}&A.ij AH01E FOR RNSYNEATCitS t%{YRNtt. SiCNG WIN OR W IHOUC METAL.SPUDS-OR D15 WITH WOOD STUDS CJNART THS UMBER.FOR RSTAUATRRNS Ih0'EM WITH METAL SROS SEE SHEET 10. 9 9 9. 9 9 9. 9 9 9 9 9- 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9' 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ (8):TD DING ASTM C-90 CONCRETE HACC WALL- 9 9 9 9 9' 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 TAFYAH d2 TAPCON W/AOAANCED 71EEADFOg1 BSNNODGY ANGIOS,AS MAJUFACIURED BY 1•T•W 6RLIDE%. 9 9 S g B 9 8 8 9 9 9� 9 a 9 8 9 9 9 9 9 9 9 9 9 9 9 9 -1j411 x 3/4'ALL POINTS SCID-SEr ANCHORS As=RIBUtFD By ALL Pam SLEW BOLT do SPECA.tt CCNART, " 1/00 BLUE TAP CONCRETE ANCHORS UTN AH CAP.AS IAANIIFACITAED BY FLCEDA FASTENERS DR= C 9 8 B •9. 9 8 9 75 8 9 9 a a 9 9 8. B 9 9 9 9' 9 9 9 9 9 9 _1/40 AN TAPPER+ C URS AP M,NUFACIU ED BY POWERS FASIDOT OD..AND dSTPoeIITFD BY ATL PONS SCITIX UC7&WMILTY COVNNY OR ANY O61FR APPROVED - - - - - - - - _ _. - - - - - _ LICENSED OR AUTHORIZED VENDOR REGM ERFD W/THE AMFRICAN7 SRUrTER S E S AiSOMPON.NC. 9, 9 9 9 8 8 5.5 4.5 35 9 9' 9 8 B 9 9 B 0 8 9 9' 9 9 91 9 9 9 9 9 9. 4 9 9 85 7 55 S 9, 9 9 9 8 9. g 9 9 9 "9 9 8 a 9-19 "9 MCITM 9--9 9 9 9 B.5 65 5 - 9 '9 9 B 9 9 9 9 1 ^ 9 9 9 9 8 9 a' 8 - 8.f)MOErNM E718EBrRTTr RRTO CONCRETE a000 6 TAPCNR ANORCi 5 7 1 j4'AND f'FOR TAPCON W/At)VIJN®TIffADFbTDN tEDNOLOt.Y AHK}IOR,AND 1 1/4'FOR TAPPER+AND TELE TAP WITH CVP ANGORS. 9 9 9 RS 4-5 4 3 - 9 .9 9 9 9 9 9 9 - 9 9 9 .9 9 9 9 9 - WOn1M DIDE01RNT OF 1/4'0 x 31,V ALL POINTS SOUD-SET ANCHORS SiWt BE ENTIRELY EMBEDDED INTO THE CONGERS BUDIX NO tM&bMDtr INiRS StiRXA -.9-11 9 a a 9' 7.5 55 4.5 - 9 9 9 9 •g 3 9 9- 9 9 9 9 8 a 9 9 SHAH BE PERMTTM 1/4'R-20,S,S'MPL70E SCREW USED SHALL BE 7 1/r LONG MINIMUM 940 AD STUCCO DOST,AND 1'MIM M FOR WADS WITH NO SPIC10. 9 .9 9 B- 8 6 45 - 9 9 $ 8 9 9 9 - 9 9 9 9 9 9 9 - - "IN CASE THAT PRECAST STOW_PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE OVSND WNL OR ROOM ANCHORS SHALL TIE LONG - _ _ - _ - _ - _ - _ _ _ _ _ _ _ - - .. _ _ _ ENOUGH TO RENAL THE WN STRUCTURE BEHIND SAD WNL FINISHES.ANCHORAGE SCOW.RE AS MMM ON RDFS e.i)&82)ABIOVE.FOR INSTALLATIONS ON VNO. 9 9 9 65 4-513.5 J5 - 9 9 9 9 B 9 9, - 9 9 `9 .9 9 9 9 SIdNO WhN OR WITHOUT METAL STHN>s OR Eg5 WITH VMW STUDS C7N9IIX TES R3&RRML FOR OSrALATIOS INTO FIRS AM METAL STUDS SEE 9iEET t0. 9 9' 9 a a 7 55 4 - - 9. 9 9 9 9 9 9 - 9" 9 9 9 9 9 9 - - (C) A INCIRS SHALL BE INSTALLED FIXSDk7HG ALL OF THE NO SUMMONS OF THE ANCHOR'S MANUFALTTt(IiL 9 9 9 85 6. 4.6 - 9 9 9 9, 9 9 9 9 9 9 9 9 - _ _ _ _ _ (0) SIT:SLEW F SCHEDULE DELDDR DACE DISTANCE(ED.)VERMIS SPACING RELAMON9RrP FOR ANCHORS. 9 9 -8 45 3.5 - - - 9 .8 .$ $ 9 9 - - - 9 9 9 8 9 9 - EDGE DISTANCE VERSUS SPACING a�MPOR P FOR ANCHORS• ' 9 9 9 75 55 4 - - 1 9 9 9 a -9 9 - - 9 9 9 9 9 9 - - - M XUUM ANCHOR Sp�GS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR£D.LESS THAN THE uDCAIED,REDUCE ANCLWR SPACING Or YUI3ELYNO _ 9•-0' 9 9 H tT5 4.5 - _ 9 9 9 9 -9 - - 9 9 9 9 9 - - _ - WACING EACH OW ON �EOR.E Bt THE FCLCWNG FACTORS.REDUCED SPA TNG COWED USING FACTOR 4iYE NOT BE tESS.7HAN YNMUM SPACING ILDRGUEO 9 9 55 JS - - - - 9 9 9 a 8 - - - 9 9" 9 9 9 - FACTOR 9 9 8.5 5.5 4' - - 9 '9 9 9 9 - - - 9 9 9 9 9 - - ACTUAL �TAPCON TAPCON yr(TM ADVANCED ����D SET BLUE TAP WITH CAP TAPPER�4. s -9 7.5 5 4 _ - - s s s s a - - - 9 9 s s a - - Tt(READFQRM TECHNOLOGY MRN.SPACING 10'-0" - - - - - - - - - - - - - - - - - - - - _ EDGE 9 8 45 3 - 9 9' 9 9 9 - - - - 9 9 9 9 9 _ Dt E.D. MLN'$PACING-3' MIN.SPACING N 3• - MITI.SPACING-3 1/2' ZEIN.SPACING T 3 3/4' 4' _ _ POURED CONCREFE&t�(tiED ORNCIiETE t]IAE7E,9DIX POURED CONCRETE& POURED COHC[EC Ec CCIOAIE IE'SDIX 9 9 7 45 - - - - 9 B $ 8 8 - - - - 9 9 9 9 9 - CONCRERE BLOCK IAN fA.3'1/r IN.E0..2 1/2' ��' MN.FLU.m 31/1 L!i EA a 2 1/2' 9 9 6 45 JS - 9 9 9 9 8 9 9 9 9 9 -UK EOL-3' WENT•3 1 TEN.M.3' - - - - - - - - - 1.0 0.90 1.0 0.78. 1.0 neo 1.0 9 6 9, 9 9 1 B 1 9 - - 8 1 9 9 9 9 - - _ 2 1/2' 0.81 .1.0 0.87 1.0 9 8 55 14 - - - - - 9- 9 9 9 9. - - 9 9 9 9 9 - - - 2' - 0.71 - 0.518.5 5- - - - 9 9 9 9 - - - - 8 9 9 9 - - - - 1 3/4' - 0,91 - - - "I - rr-o - 2" 035 - - - 0.0.43 J09973 45 9 H 9 9 9 _ _ _g. 7 = - c - - 9 9 - - - - - �. - 9 8 - - - - - - SEE UMRATIONSHV .BIADE 3 :OR 1 WV BLADEUSE FOR BLADE'5 .4 HV WINDOW BLADE WORKING IN UNISON* °"$" 18-9 6 - - - 8 9 - - - - - - 9 9 FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone `P \\Rt�P1. OW T���/A/ANT' " 0 2015 FASR .,METAL SUPPLY,INC. Pti j� --�'�__ BERTHA HiP �cE IId O c A S7 A Accordion Shutter System ■ ■ ■ Nv P W OR w O'Nx WINDW�43 *: �iis"; AmeriOart"Shutter Systems RDA w DESCRIPTION DATE DRAWN Sr:MEL _ TILUT,TESTING 8 ENGINEERING COMPANY 5 353 N.W.3M SE:m:30S.-VRRatu GARDORS FROMA 337 Association, Inc. 1 OLD 13-031 4/13/1 DATE'04/13/15 •• RI PHwia:(3D5)871-1530.,Fft:(3Os)S71-is31 4268 Westroods Drive 2 DRAWING No '�iyAAtcSS�O �j\C��•+� o-m tFN67rff West Palm BBach, FL 33407 3 15-086 rJ_4�H AAAI NA,,, \\p\\ WALTER A.T71AT Jr.P.E 4 P.E. 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T EXCEPTION,SEE NOTE 2 BELOW. - 2 ANCHORS NS HOLLOW L CESCR S ALL 9E A9 PER 12 SPECT CAPE aw.st1HFr" AND ® H V WINDOW BLADE #3 WORKING I N U N I S O N MALL coNasr of uc saiEws as PER TRIS zola SPECIE1ran9Ns. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING - -SOUTHERN PINE Nc.a W/G-0S5(NMS) - -DOUGLAS'FIR W/G-0S0(NAS.) *SEE UMI[gT1DNS OF USE FOR -SPRUCE PRE FIR NORTH W/G-0.43(N.D.&) BLADE 1�)oN SHEET 16. -SPRUCE PIKE FIR_SDUTH W/6-0.36(NAS.), -MIN.1/2'COX PLYWOOD(1988 APA) 4.ANCHORS SHALL BE INSTALLED MA) ALL OF THE RECOMME181ATIONS AND SPEBICATIONS PER NDS 2012 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC- BERTHA Hir _ Q CENS,��j ■ /� /� Accordion Shutter System _ - 1 f. E`i C 1 N c. A. ■ � ■ KV.BLADE W OR W .RV.HI WN MADE 43 American Shutter Systems Tar.w DESCRIPTION ADTe DRAWN BY:ILL ATE TILLR TESTING & ENGINEERING COMPANY ATE OF ��` am N.W.36th.se scd Sas wlau cMmExs nnRmA 331 A:sOCiatian. Inc 1 DTD 13-01 /La/I DATe oa/t3/15 4268 Westroads Drive 2 p�s�, Pndre:(30.5)871-1530.I-:(305)871-1531 DRAWING No a-moa f2teco*a Lw West Palm Beach, FL 33407 3 rJ-�86 OIVAI E� ` ` wALTERm aooe719A.TILUT ir.PE 4 4i U1 FLORIDA Lk-/"167 s SHEET P.E. SEAL ��i1�1 �iE/DATE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCK WALL.REQUIRED �,. E%ISTOIG WALL REQUIRED ' f••• �••4 GLASS— _ -. •• CONCRETE ANCHORS 1/4'0-20x3/4'S.S. BOLTS W/ I . . SEE SCHEDULE ON SHEETS 6&7) WASHER 0 9'O.C.' MIX SEPARATON TO '1° ( - (SFE 3Cf1EDU) SKEET 5 I _ . _ 1/2• 3 ar®or® - i I t E D, 2 I I E D.� I I `l•. 5 I I 1 ,a•t4L E D. ,�..• B I i ,a uc t ax I I/2• i I I 4M.S7 PAPAKIN ro I I I MON COVER IaL 3Er.Vuttvl m c7As I (SEE ON 50®uL"a SUET s i I i � 3NE ') O ® '0x3/4•F.H.S.D.S.ITW7/4DETEK SCREW 9 9- O.C.E(STING • E)=NC I POURED CONCRETE CONCRETE AN. MASS—- I' I OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL REWIRED - 10 WALL MOUNTING INSTALLATION 03 WALL MOUNTING INSTALLATION 05 DUAL MOUNTING INSTALLATION EXISTING GLASS Lot sO'wFA1LON ro li IID7.SEPARATION 10 :I 41L aPARatI.+To LASS I I (41EET 5) I ON affEr 5) I I (D Y7EDUS GN S,EFT 5 COSTING GLASS I i ,/a 4Ac E D.i I I E D.• 2 Zi •1,;�... FDOE OF i. EDGE OF •. ._ STAB IF -a 1/2• 3 or or A�DCAeLE ff. APPLICABLE /4'0-20x3/4'S.S. BOLTS W/ POURED _ Nur&WASHER o 9'O.C. CONGREf - t*' LE CONCRETE ANCHORS ..a.•._ . REQUIRED D(SEESCIHEDULE ON SHEETS 8&7) POURED CONCRETE - ANCHORSPOURED OR CONCRETE BLOp( (SEE SCHEDULE ON SHEETS 6&7) CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED (SFE SCHEDULE ON SHEET 7) WALL REQUIRED Q2 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OFCMl$�NS, s ED.o EDGE DISTANCE 1-SEE SHEET 3 FOR TYPICAL SHUTTER (SEE NOTES&SCHEDULE DN SHEET 7) INSTALLATION DETAILS ASSEMBLY 2 MOUNTIIN ANYNG SECTIONS CAN BE COMBINED WAY TO SUR ANY INSTALLATION. SEE LIM�AONNS OF USE FOR SCALE 3/8"=1" BLADE A ON SHFfT IB. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �����A•TI(�/T/''moi ®2015 EASTERN METAL SUPPLY.INC. BERTHA Hir A S S A Accordion Shutter System y j 1 L E C O 1 M C. . . . • FIV.HAM W1 OR W�0 FIV.WIM W RADE 43 American Shutter Systems REV.Na DESMFRON DATE DRAWN BY.4.L E T1WT TESTING do ENGINEERING COMPANY Association. Inc. 7 OLD 13-071 N13/7 DATE 04/13/15 o'• STA E OF 8355 N.N.San.st.S 305.VIaG M GARDENS.FLORIDA 331 Phony:(30.5)871-1530 F.:(305)071-1531 4268 Westroads Drive z DRAWING No �� c�.• ORI ���``� a-iun��9— West Palm Beach, FL 33407 3 15-086 ss/ONAL������` WALTER A.TILLR Jr.P.E 4 P.E. S LTf�31GI IRE/DATE FLORIDA U. +4767 6 -9 OF IS CONCRETE ANGNORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) - REQUIRED - CONCRETE ANCHORS(EXCEPT " �:••: -. SLAB IAF - ALL POINTS SOLID SET)O G^ - +:.'' •Q•.•J APPLICABLE _ O.C.(SEE'NOTE?ON SHEETS , '••" - .t -• FOR LIMRATIONS) POURED CONCRETE OR . CONCRETE BLOCK .k.., 1/4'6-20x.3/4'S.S. REQUIRED._ INE SCREWS USING - '2 •" 1/2C 1/4•-2o r�S-e+1Y Q.C. t r1/4'MAX. - - ,- .r.+.- •t.• s•`.�S'•J - , I Jn EXISTING' -•MIN.E.O.; . • 1 .1/44 •.. GLASS-- M CLAS - - /SEEx sRrr 55 � I 1 OR�♦ _' I I EXISTING I I' Q CEILING MOUNTING INSTALLMION1 EXDsnNG «+ i i (D 1/410 RW BWLDEX TAPCON W/ADVANCED THREADSDIIA . 1-5kP/M" TECHNOLOGY OR 1/4'0 POWERS FASTENERS TAPPER+ I -- 10 1w 1 �.1 ANCHORS W/1 3j4'MIN.EMBEDMENT Q 8'O.C.FOR a Mw 5) ! I VOR ®i UP TO B'-0"SPAN AND 4'O.C.FOR SPANS LAIRGR 1 I - e THAN 6'-0"UP TO 7-e'MAX.APPLY SF.A7 EXISTING .� j T/4.�' EVERY FASTENER HEAD(IV.)(SEE NOTE} 5 r GLASS - ., (I _ ' ) 1 i - CONT.SEALANT i i } TEKSC4' $ 9"O.C.HEAD ,, 5/8• ALTERNATE INTERIOR HEI(SCREWS®9'O-C _ S. • ANCHOR EXTERIOR CONCRETE ANCHORS - 1/VO-20<3/4^ss Ms ® � (SEE SaiEDUtE ON s1EE'» :°',�'; "` USING 1/4-0-20 NUTS ._. a' s. :. ,yi ® 12'O.C. EDGE(>f ...-.i�•. .•.: •• .••. '�.` EXISTING NON STRUCTURAL EDGE IF .1 2' I..:i;,. '• •200"MIN -i .500` WNL.TRIM(DECORATNE APPufJ�BLE I,••,. /' ``•,•'�-' SENT ff ) .4 -5' •^, APPUGBLE E'Q: icy SILL .MIN. X' POURED• _ -:i•` ' :'A POURED CONCRETE CON REQUIRED REQUIRED .Q tLOOR•-MOUNTING INSTALLATION 0 a NATE THIN NNsrNLAnox SHALL BE REMovASLE j) KU90NE MOUNTING INSTALLATION WHEN PERFORMED A ENTRANT TD AN E.D.a EDGE DISTANCE MAXIMUM A.S.D.DESIGN PRESSURE+64,-72 Psf OPERABLE EXIT D E7'TRANC'E {SEE NOTF5 de SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7-6" NOTE FAR COMBENAnON OF•SFGOONS: 4 SEE ILMMATIONS OF USE! _ Bt,NXE i(�t ON SHEET i6." - ,-MOUNTIEET 3 FOR TIONS M_ E$HIMCOMBI assrueY INSTALLATION DETAILS (CONTINUED) 2_uaDNTmG SECTIONS CMBE COMBINED IN MY WAY To SUIT ANY INSTALLATION. SCALE 3/8-=1" FLORIDA BUILDING'.CODE (Non Nigh Velocity Hurricane.Zone •``%Vol Q: A.i•'`` 02Q75 EASTERN METAL SUPPLY.IM 4{y�CENs '� BERTHA HV"" . IL EGO 1mc. A■ , ■A■ Accordion Shutter System' Kv elonE;!a w/CR w o KV.MON CLAM k: qtrAmerican Shutter Systems RE Ata DESCUPnON DATE DRAWN BY.M.4+{/ ts TILUi TESTING & ENGINEERING COMPANY a o ST E Of N W.3PJu ss.Ste.3=5,VMNU f.UiM%rLORaA 331 Association. Inc. , out 13-031 /ra/, DALE 04/13/15 $O. F P Peo-:(305)871-1530.I-:(305)87,-153, 4288 WestrQads Drive 2 DRAWING No �ORlO � . a 1;wtec�9- West Palm Beach, FL 33407 3ED-W15-086 WALTER LLDµ,Si s strErT P.E.-SE1�L7ftli�lhtT4SRL'10ATE ! 1-6 0 M-18 REO•D.ANN 6 x 1 1 j2k L` A-65'53 THICK Nin,ASTM ` ';:..4x s NEiAL SNOOUBLE Gnl�v STEEL GRADE 'STUDS 60w I "-' "911 3 OR(q. OR AA ==:3.. AT 16'D.G. - ~;; •t%v o Lt i :"r`.•. --PSRNG CUSS IL o.Nm.1 3/4k 6 1/4. 37c a 37 - -- oauTHM 16..OoNT.GAm O 6"D.C. O D.C. STE�,TRACK 1 RANNEL-AS AI A-6S1 SJE�, GRADE 40 AGn. GALVANIZED To SUDS W (2) EXISTING FlNISH J6.1/2' Sf1EW5 ON INIRDR A5 APPLICABLE t - , _ •...».s•-.7.�:-•,ate/.. ACE AS AMIM-1 / 1 Nita SEPARA71aV TO G1AS5 EXISTING GIA55-7 SWEUWE oN 5�'ET � t � - � � ) —{ T. 9 t I I I SEE DETAIL x FOR REQ-D.NHL f 3/4k 6 t/4k I ! _SIDE CONNECTION-1 OJ335'RACK HA CONT.QALY. I - EXISTINGAPPL FINISH IE TO TRACKS ON Sllffii TRACK C-W ASM= 'I 'AS APPLICAITIF FASTS 40 1G2 G-60 G/(2)IZED I I *4=xu. SHEET 13(TYP.) FASTENED TO SORE WN(z) 7C 7 O OR a OR 86x XTfix'oR FACE ON 011FRIOR.! 3 4 6 O.C. 0 6'O.C, ij2DOUBLE _ ltEfA1 5[UO w 1 {: •:y-•:�`. " • '[f�. f''� ij4"0 TEX SCREW tIDtED WUBtE i L-t OR 4 IOR 4A —.®6.O.C.To METAL STU REQUIRED MIN.6k 1 1/2-x w .,2�::N1""r 7b ~••./ DOUBLE sltw 0035'THICK ICm.ASIM _ '.' - AE tJtlSfiNG(SAS';i A-653 GRADE 40 tiro.G-� - -"--E yE 1 0 6"O.C. �y^DOSnNG GLASS (- ATW.SIEEI.METAL SKIDS »••>,, B.O.WALL MOUNTING INSTALLATION 77 1/16-x3- e —. 1/16'x3'MAX. O '�O. 2.000' lj�3.$10' ' 0063 76C6)Cow- N. - PLATE.(LOCATE AT iv EITHER SIDE OF G) 37 114"o NOMINAL 76 174"0-20X3"BOLT ------ -------- ALUMINUM SLEEVE #iOxi/2"S.M.S. #10x1/2-S.M.S. aW.O.C. 0 16"O.C.- 10 S 9 *1'14411-20 7• t � 11FADS 7c 1/4"0 ELCO CONSTRUCTION 3 OR OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL. INSTALLATION DETAILS (CONTINUED) I SCALE 3f8"-,- ' SCALE 3/8"=1" FLORIDA BUDDING CODE (Non High Velocity Hurricane Zone ,Tt111 uy,Ar d 2015 EASTERN MEra.SUPPLY, INC. _ BERTHA W A.S.S.A. • : S IL ECO 1MC. Accordion Shutter System FEY.ffADE ig W CR W 0 FEY. NDOW RADE 1¢3 TICCIT TESTING Qc ENGINEERING COMPANY AMerlCarl Shutter Systems REV.N. DEXInvnoN DATE DRAWN BY.M•E .n. STATE OF L��r 0755 N,N.36M.SL,fit.305,viRGM GNSIRS.MRDA 331 S�Clf7tloTit Inc. 1 GN 13-031 tsjl DATE 04!13/15 (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z FLQRt4�:� ®���9T West Paim Beach, F! 33407 3 DRAWING No 5-086 WALTER A TWT J,P.E.P .4 15 P.E. S`f16�iF1)�E/DATE '°4 A 00167 s 6 1IDA OF 18 SEE END WALL CONNEC110N INSTALLATION WITH DETAILS ON SHEETS 110A 13 A 16 eo , [;'�00TIS oN HV LOCK AND OR ®• HV -BLADE W ATE•LOCKS®ORET 4.. ' HV CENTERMATES 0 & OUT I EXISTING GLASS SCALE-3/8"'l" SEE U ATIDNS OF USE FOR SEE END WALL I I N BLADE T ON sNEEr 18. CONNECTION 04 DETAILS ON SHEETS ORj — 10A. 13 & 16 L-- ---------- -- --------------------- ------------ -- Z OROOR s 7 OR . C 7• i 1/2• NINTO GON LASS I OR®OR O'+O 2 $OR NW.SEPARATION MIN.SEPARATION (SEE SCHFDLRES .saw W/INSIDE LOCK TO W/OUTSIDE LOCK TO _ _ ON SHIN 5) fj OR© OR®OR®+® (SEE ET HEDUIE GLASS(SEE SCHEDULE I N (INTERIOR) (ON SHS EET 5) ON SHEET 5) ON SHEET 5) I svr rMn wail-rnNNEC1pN 13 14 Q ILS ON SHEEFS X1 9OR�Vo OR - OR OR 1 - 6 O6 OR R I I OUT (OaQtIOR) �, (EXTERIOR) OR) SECTION AT END U SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL CENTERMATES W/LOCK OR SEE Em WAIL I (DIRECT MOUNT) C MECIM 0 i CENTERMATES Wf LOCK 116 OR 117 DETAILS ON RE (606]-Te ALLOT)AIIN 'Z OROOR 6 7 OR $ ----- — ------ 13 16 W ALLOY) AL -------- — — ------------ W COLtCFiETE(TOP - I T/Z• .. --�---- (4)110x1/Y S.NS.TO' 4, i Tori/4'S.N.S.O 12' OR®OR®+O ORt/1+O �• — --y --�_--- Nw.sEPAftATaN MIN.SEPARATION . AT 0=*ATBiE O.C.FULL L&GHr. �J NIN.SEPARATION NN.4FAPAION TO GLASS TO GLASS 1 O TO CLASS W/INSIDE TO QA W/W11 DE (SEE SCHEDULES (SES SCHEDULES N OR®OR®+® LOCK(SEE SCHEDULES' LgOT(SEE SREIXlFS 6 W/ 7®ONLY FOR SECTION 10 oN SHEET 5) on sTLEEr 5) N oN SHF1:T s SIt�5 (BOTTOM) - ----------- -- - ---- '----- _ OR 1 . 1• 1/r 13 14 OR t/ z• 15 SECTION AT OPPOSING 15* SECTION AT SYMMETRICAL - © SECTION AT CORNER .POST + CENTERMATES WL LOCK tom* OUT CENTERMATES W/ LOCK 1(�'a FLORIDA BUILDING CODE,(Non Hich Velocity Hurricane:Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HVT"' v_ A S S A Accordion Shutter System 41- 7y 1 L ECO N�. ■ ■ ■ ■ KV.BLADE w 0R w KV.WNDON BLADE �J. ••�* -. American Shutter Systems RLV.Ib _DEsonVlwN DATE DRAWN of:N1 T1L1JT TESTING k ENGINEERING COMPANY Association. Inc. T OLD 13-03+ /13/1 DATE 04/13/15 o STATE OF Lass Mac 36 R SL.Sae.-V%%VMM GRIM s.FILOMA 331 Pho re;(305)aAt-1530.Fax:(305)B71-1531 4268 Westroads Drive z DRAWING No %�,C'• ORIO �c1 0- 1 tift.9 e- West Palm Beach, FL 33407 3 15-086 MTER A.TRW Jr.PX_ 4 FUR JDA U./44167 5 SHEEP 11 OF18 SFE END WALL INSTALLATION WITH t SERIFS 9444 ALUMINUM s SEE NOTES ON HV'r LOCKS©7 ON CONNECTION DEVILS ON s11EEr 4. O H V B LADE W/ NUOISE�PPRT i 00520 AS MANUFAACCTURED BY SHEETS 10A. 13_& 16 AVDEL CHERRY TEXiORN.PARSIPPENY.NEW HV "T" LOCK CENTERMATES JERSEY 07054 OR EQUAL OORODR© @OR® I DOSTING GLASS SUBSTRATE S & 9 SEE END WALL OR OR®+OORO+O suTSTRATE I IN , coNNEcnoN oEnuLS oN I SCALE 3/8"=1" 1 OR(a)OR©+DOR $ - ---- ---- 1— I ._•-- L.5�STING GLASS i O O+O 0 1/2- ION.SEPARATION MIN.SEPARATION MM.SEPARATION TO CLASS PA OUTSIDE TO GLASS W/INSIDE TO GLASS MIN.SEPARATION OR !@ OR $ rj R 2 rj LOCK(SEE SCF6DULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO GLASS FIN]N 1/4- ON SHEEP 5) 017 SHEET 5) ON SHEET 5) I N (SEE saFDULES 9 —_—.—_—_—_—_—_—_—. —_—_ —_—_—_—_ 27 —_—_—_27 _--- 1 1 90 18 19 VARIES 9 VARIES 26 26 10 20 OUT 4 SECTION AT END OUT 1/4.0-20 x 1• 1/z.MAIL sIACK DIRECT MOUNT) S.s.M.S.W/1/4•o x ® SECTIO AT H TN LOC ® SECTION AT 9_pX DETAIL (IF APEMARM s/s-RlvNur.t• 21 pQ4RNG GLASS MIN.SEPARATION To GLASS CENTERMATES W/ LOCK 1 ---- (SEE SCHEDULE ON SHEET 5) -------------- ------------------------- -------- ------------------------------ 2 OROOR 6— OR $ �{--- OO O ^ ^ 1/2 (SES SCHEDULE R 4 OR $ + 5' OR v rjJ (slF sc�EDULE F-1—N-1 1i4• 5ieON SHEET 5) . INSTALLATION WITH - 5/8 I N 1� HV BLADE W/ HD CENTERMATES ------ ----------- —— --------- — — ----------- - —----------- SCALE sv 1 SCALE 3/8"=1" 23 23 22 I �22�)9 OR OR23SEE NOTES ON HD LOCKS®ON SHEEP 4. 22 :s 25 24 OUT •= 25 24 OUT 17 SECTION AT END (DIRECT MOUNT) ® S TION AT SYMMETRICAL HO LOCK CENTE MATES Wj HD LOCK a6 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone ` %w- J` 0 2015 EASTERN METAL SUPPLY.INC. • ��r'% BERTHA HVA" '��cFNs' A S S A Accordion Shutter System ` / �'T C O N . . ■ ■ ■ ■ Kv BLADE� W/OR w o Kv wlNWN aADE * /��I�•� .*; TillfT TESTING & ENGINEERING COMPANY American Shutter Systems I OLD 13 Wi DATE DRAWN/1:W.L. `STATE OF tr mss NW...sL sm s0s A9cuw c+ma+s 1tD9DA p1 Associ7�t10n. Inc. t an 1s-0s1 y1s/1 DATE Da/ts/ls P' 4268:(305)871-1530 Fox:(305)071-1331 4268 Westroads Drive z DRAWING No —1:tIt—ftol— West Palm Beach, FL 33407 3 tS o Es-e006�19 4 15-086 •,'''7 S+�ONAL EC�G�.�`` WALTER:A T6N Jr.P.E. 3 SHEET P.E. S 7j sIGNA`?URE/DATE FLORIDA U.f 4416 6 12 OF 16 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* GLS CONCRETE RED CONCRETE SCALE 3/8-=1" OR CONCRETE BLOCK WALL REQUIRED OR CONCRETE _ :'�. •,.' BLOCK wA11 REGUIRm •. ., �,OURm CONCRETE `'t•: OR CONCRETE ' `.�• POURED CONCRETE OR. t,': BLOC{WALL REQUIRED 'L+y�••;:•r..:'� ta:'- OUSTING GLASS ;:,f;�• //{"f COPJCSETE,'; CONCRETE BLOCK WALT_ ; REQUIRED _ ;. w1 • },•1. 2'••1.IIN_. �EXIS_LINC_C LASS D(S11NG GLASS .,. STING CLASS +t: S .r. ,F L' `.E 1 X3"MAX. • ••/ (LOCATE AT •' I`Ekl (6063-T6)CONT. - �• /•. ERN SIDE ALUM.CLOSER / *USE I-OR 2"MAX. TT 1 1 OF ) PLATE (LOCATE AT az (AS APPUCABLE)x2"x1/85x0•-2" 1 N00R (R £O}IER'SIDE 4�) ALUMINUM CLIP ANGLE ---- -- }- t -- ----- 1 1 (6063 T6 ALLOY)AT MIDHEK#LT p t — 810X1/2'S.MS. _ w/(1) 1Q:xft2•sMs.ro s810xa 1 S.M.S,6 16"O.C. ---'--- &(2)1/40 ANCHORS 7O WALL�1• 1•/ OR� t 1 --'—'..' Ar 1"O.c.(Lor�+TE AT ETLHER ` OR� 'SEE MAIL X FOB,/ l3 tSIDE OF(,D9SIDE CONNECTIONTO TRACKS - )O � / '� ORQ p) SEE DETASEE DEFAIL X FOf� SUDE CONNECRO OR�OR (j OR $ SIDE CONN �TO TRACKS OR tt OR $ + OR 2 ij OR OR Q Z OR�OR $ 7 OR() IOR�OR $ 7 OR$ .Q �✓ OR1�✓4 7OR $@j+@ OR � OR@ OR" OR®OR($)+(a)OR OR(&OR" END CONNECTION DETAIL (@ -END CONNECTION'DETAIL �1 QEND CONNECTION DETAIL 3Q-END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12•-e p• ' r' ' ..:.•: "'�':"' EXLSTING GLASS +.._ POURED CONCRETE OR ..:- .... ._.. . s:.:•: CONCR BLOCK WALL EXI511NG .r. _____—__ •.L• REQUI GLA" 9 104 j2'-sX ':,ftY 4� •g•..r •;,,".,.•:' r. ?.:.. 1/2,MIN. -%-------"=_ QORQOR®OR :.k(ctlol;;0;l '05' �/M4•4.r '4 �p ' ®011 $ OR�p' .Y. '•�. ..tM1 � :Y ' y�y .v,, )O ; •t+'.•� '•MIN,•:'• QOR0OR I(@ FLAN VIEW Y D'CO , • E (D.OR (R (1�OR DETAIL X PouRm CONCRETE OR TCONtCt� WALL WAOORQOR 6 7O OR 8 + BSEE U LADE TWNSHOF USE FOR OR®OR®+DOR 2 �j OR@OR&F ' 0 END CONNECTION DETAIL .@ END CONNECTION DETAIL FLORIDA BUILDING CODE Nan Nigh Velocity Hurricane tone +�`?,N t tTICGtr/pp'f' Q 2015 EASTERN METAL SUPPLY,INC.rENsBERTHA HVLN A■ AAccordion Shutter System 4 1 N e . . FW.BADEj#3 W OR W FIV YONWIIN BADE TILLtT TESTING h ENGINEERING COMPANY �erfean Shur Systems �r. TION DATE DRWR BY.v.L ' STATE OF Z 63SS N R 36M b2_St.303I,AR6ML1 GNMEIS.RAMA WIN Association, Inc. 1 oto 13-01 /13/1 DATE 04/13/15 Pna�a:(305)671-1530.Fa:(305)67/-1531 4268 Westrocds Drive z 9'•. PLO P: o-m�:bltocooacg m DRAWING No Rt9.����`� FS-0006714 West Palm Beach, FL 33407 ± 15-086 P.E�'sS Q ARE/DATE wn OPMA U.-1 44167 M1 5 SHEET 6 13 OF 18 ALL FINISH 2'MIN. E 4'x8'(Min.)EXISTING 1/4.0 TAPCON OR TAPCON W/ (IF APPILCABIE) WOOD BEAM REQUIRED. ADVANCED THREADFORM TECHNOLOGY STRUCTURAL ADEQUACY i7 W/1 1/2'Min.PENETRATION OF W000 OF EXISTING WOOD THREADED AREA To EXISTING Wood BEAM ro BE CERTIFIED HEADER.(SEE SCHEDULE ON SHEET 8) TRUSSES OR BY REGISTERED - 1/2' 1/2' O.C.R REQUIRED ARpN�OR TO 1/2' SHUTTER INSTALLATION. 1 4'0 TAPCON OR TAPCON W/ -ADVANCED THREADFORM TECHNOLOGY W3 OR ®OR ® EXISTING SOFFIT RATION OF THREADED, ETAREA 3/4'Max.TW To EXISTING WOOD BEAM.(SEE 2' !�'i -1/4'0 x 3/4' SCHEDULE ON SHEET a) MIN ;. 1/4' 1/ 0 3/ 1x4'xl/8'CONT.ALUM.TUBE ti MAX. ffW 5 (6063-T6 ALLOY)W/(3)5/16'0 LAG T 6.O.C. SCREWS TO EACH RAFTER OR TRUSS. 2 LOCATE TAC SCREWS AT MID'ANTH OF t I 2 EXISTING WOOD MEMBM(2'W.. OPEN HOLE AT EAGH i NOMWAL WIDTH)W/2'Min. E)ISnNG I MAX '.�"`••+` '• I I I STUD TO ACCEPT I 1/4• PENETRATION OF THREADED AREA.VAUD GLASS DISTMG MIN.2'x4 1 `OR -5/16'0 LAG SCREW MAX FOR INSTALLATIONS WITH 62Psf MAX. WOOD HEADER I I AT CENTER OF TUBE. I ASA.DESIGN LOAD AND 8'-0'MAY- REQUIRED SPAN.THIS INSTALLATION IS ONLY VALID GLASS I' I I pl�Ng I FOR.000 WD NLN.SPECIFIC GRAVITY 1 OR 1B1 SFPIRiOCN 10 a.�ss GLA55 OF THE AS NE No. .O OR ,tiamA15 s�s I I I SOUTHERN PINE No.2,OR EQUAL. 1 «' S1* r*ro I 1 OR ��SEPARMN (snESTO ¢e 1© WALL CONNECTION AT TOP ® HOLLOW' CEILING MOUNTING INSTALLATION ® SOFFIT MOUNTING INSTALLATION 1 OR MAXIMUM DESIGN PRESSURE t62 FN MAXIMUM SHUTIT3R SPAN 8'-D' M SMAPAX N maws i DIGLA55 I; I „� I I 1 OR ®♦ sE locants on sOnT s Mx.WARX"M 41Ass 1K 5[PAMt1aN m I 21.1r ON �UN sm 3X LsE °FS �N SW GLASS i i REQ'D. WALL I I 1 OR (7\�pJ� EIOSfING _ PARISH I I (SEE NOTE 1 l ON SHEET 5 = I I 1/4• L'iZ;.�,�»;< I I FOR LIMITATIONS) 1/4'MAX. :-- CHOR:.:.yr MAX 1/4' ON HEX CHOR I Mox. © '7 `��IASHER HEAD TIX i 3 OR 4 OR5. ® v"/// scREws o s• EQ 1/2' 3 OR 4 OR ® 2'z6'MPI.WOOD 1/4'0 TAPCON OR TAPCON W/ (N FINISH ALLOWED) EQ VANCED THREADFORM TECHNOLOGY ) 1/2' 1/4'0,TAPCON OR TAPCON W/A'W'E /2 1' W/1 1/2Min.PENETRATION OF THREADFORM TE M40LOGY W/1/2.Wn.PENETRATION THREADED AREA TO EXISTING WOOD OF THREADED AREA INTO RYW000.(SEE NOTE 1 Z EDGE OF OM EDGE OF PLATE(SEE SCHEDULE ON SHEET 8) ON SHEET 5 FOR LIMITATIONS) IF APPLICABLE �� APPLICABLE DECKR 2x4'CONT.SILL 1/2'MIN.COX PLYWOOD RFA'D. APPLLCABIE PLATE REO'D. EXISTING MM.2x4'STUDS O 16'O.C. 1/4.0 TAPCON OR TAPCON W/ADVANCED 2'MIN. WALL CONNECTION AT BOTTOM MAX REQ'D.PLYWOOD TO BE ATTACHED 111 READFORM TECHNOLOGY W/1 1/2'MI-- To STUDS IN ACCORDANCE WITH PENETRATION OF THREADED AREA INTO WOOD SECTION 2308 OF THE F.B.C. DECK.(SEE SCHEDULE ON SHEET 8) I-S E SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 5© WALL CONNECTION AT BQTTOM 6W FLOOR CONNECTION. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM DESIGN PRESSURE.t62 Psf TO SUR ANY INSTALLATION. MAXIMUM SHUTTER SPAN W-11' uEWINSTALLATION DETAILS ON EXISTING WOOD BUILDINGS poOr SCALE 3/8"=I" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\\1\111111111NIfp� ®2015 EASTERN METAL SUPPLY,INC. A: BERTHA Hir �9A S S A Accordion Shutter System ILE C O �N�. K� BLADE Wi«:Wio KV.YNNDOW aAOEig TILLIT TESTING dT. ENGINEERING COMPANY American Shutter Systems TRV.IM DFSaHfRox WUE DRAWN BY.M.T. 8133 N.W.!6114 3T,Sbe.3(13.VH'fi MN1A GV✓OEN9.i1DRM At Association, Inc. 1 OLD 13-031 4/ts�f DATE.,04/13/15 o STAFF OF Pnone: 4268 Westroads Drive 2 1t (305)871-1&110 m L c�.wol.���1-1631 West Palm Beach, FL 33407 3 DRAWING No FL0RIOQ' ��� ED- 194 15-086 WALTER A.A TQ i 441sT 5 SHEET 11 E. 52AJe�/�Iyi1TiY�E/DATE 6 14 OF 18 WALL FINISH 1/4'0 TAPCON OR TAPCON W/ xC ANCED THRFADFORM TECHNOLOGY , 1 1/2'Min-PENETRATION OF I j EADED AREA TO EXISTING WOOD UK.sPARAnaI ro DER.(SEE SCHEDULE ON SHEET 8) � �T 5)1/4'0-20x3/4'S.S.BOLTS W/ &WASHER O 9'O.C. I 1� O0�smr I I I 1/4' _ p 8 2 rx6"MIN.WOOD . MI I E�So DECK REQUIRED c✓ r N.oc (NO FINISH ALLOWED) EDGE OF DECK DECK IF ..j i IF APPLICABLE APPLICABLE EXISTING YIN.2'x4• - -1 WOOD REQUIRED I I - 2'MIN. 1/4'0 TAPCON OR TAPCON W/ , UM SFPARAnW TO ADVANCED THRFAOFORM TECHNOLOGY b=NG (SFE I - W/ 1 1/2'Min.PENETRATION OF GLASS�— LASS EE%SC E) i _ THRF ED AREA INTO EXISTING WOOD COCK.(SEE SCHEDULE ON SHEET B) ® WAL MOUNTING INSTALLATION ® FLOOR CONNECTION Dam= O1 GIASS—EXlsnNcGLASS— • - MPI.SEPARATION 10 i� 1e1.SEPARX"TO CLAW(SEE Sc••nr U�- (gE 3'a I 1 - ON sfET 5) I• I oN stE1:T s) j j - wau - FT`' + I j 1fl_-J-1 y nNIsN 5 2EQ i EQ �11 .. - I 1/4'0-20x3/4'S.S.BODS W/ EQ &WASHER*0 V O.C- EQ 1/4'0 TAPCON OR TA TE W/ ADVANCED THF . TECHNOLOGY W/1 1/2'Min.PFNEMTION OF #14x3/4'F.H.S.D.S.O 9'O.C. THREADED AREA TO DUSTING WOOD 1/4'0 TAPCON OR TAPCON W/ - v- PLATE(SFE SCHEDULE ON SHEET 5). ADVANCED THREADFORM TECHNOLOGY W/ 2'x4'CONT.SRL WALL FINISH 2'x4'COM':SILL 1 1/2'Alin.PENETRATION OF THREADED - PLATE REQ'D. - PLATE REQ'D. AREA TO DUSTING WOOD PLATE(SEE SCHEDULE ON SHEET e) , p® •WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 1�SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SMnONS CAN BE COMBINED INANY WAY • TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE 3/8"=1" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA Mir ASSA Accordion Shutter System riLIECOinc. . . ■ ■ KV.a,SpE W/oR w/O H.V.Y1►NDOW RADE193 *' ��/7' /�f•* T1LUT TESTING 4 ENGINEERING COMPANY �e� Systems' 1A Ib OE5eR0110N DATE.1 DRAWN 8f:M.L. a: STATE OF i 6353 N W.3618 St.St.305,VMGMt GARD0/5,FLORIDA 33'16 26 8 Westron. Inc, 1 OLD ts-01 /is/I DATE 04/13/15 Phone:(305)87'1-1563.F x:(305)371-1531 4268 Westroads Drive DRAWING NO , '� .c�.• ORI _mu:161eeo0eolcoM. West Palm Beach, FL 33407 5 15-086 EB-0006719 4- i:'AigA �ONAI_E� � - WALTERFLDRM ILLYµt WE 5 SHEET P.E. Sti91i( JRE/DATE - 5 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS* SCALE 3/8'=T' 2'x4'MIN.WOOD 2'x4'MIN.WOOD ?h 2'x4'MIN.WOOD 'v DS REWD. STUDS REQ'0. STUDS REQ'0. 1/4Y iWC911 DR 7NCON W/ 2'z4MM.WOOD i* T/4Y TAPCON OR TAPCON W/ AOeH(XD 7MFMFOtdJ 7@I1a0LY STUDS REO'D. ADVANCED 1HREADFORM . mom O 6'O.G W/1 1/r 1@L TECHNOLOGY ANCHOR O 6"O.C. PDETIRCON KID STIRS CR W/UK W/1 1/2'MIN.PENETRATION - 1/2'PEIFIMOIRN m I/r L1D1 F__ F5� >" INTO STUDS OR W/MIN. 1/2' Vx } , PUY960 F Tm s11cs DOST. u f]LIrnNG �� PENE1RAl10N TO 1/2'COX. „� EXISTING al rGLASS 1/2'� PLYWOOD IF NO STUDS OW. GLASS E70511NG EXISTING 1/2.WL COX MIN.CDX j; _ s_- _ _ GL0.SS TAD. PLYW000. a ~ti 51 31.^•. •K'n%>:;;J .GUSE 1'OR 2'MAX. .\`+ / 1/16'x3' 1/2'MIN.COX / 1 (LOCATE AT ' (6063-T6)CONT. FINNS (AS APPUCAOLE)x2k1/8'xo'-2' WALL EITHER SIDE ALUN.CLOSER ALUMINUM cuP ANGLE 1 1 PLYWOOD. FINISH 1 OF®) - PLATE.(LOCATE z (6063-Ri ALLOY)AT WDHEIGHF 1 —_—_—_—_--_—_ EITHER SIDE �� (1)@10x1/2'S.M.S.TOOdo L OF(D) ( L (2)1/4'0 TAPCONS ANCHORS TO \ � 9 1 /f Ox1/2'SMS -------- I WALL AT 1'O.C. (LOCATE AT \ / ® 0 16'O.C. /10x1/2"S.M.S. —'— EITHER SIDE OF@) �\ / T / � OR 076 O.C. SEE DETAIL X Fw 1 O \ SEE DETAIL X FO SIOE CONNECTION 9 \T OR SIDE CONNECTION TO 1 OR �OOROOR 6 7 OR® 1 OR ® sEE DETAIL X FOQJ 9 SIDE CONNECTION O O O OR®OR®.OR®+O OR 2 rj 70 TRACKS - 2 OR 3 OR 6 7 OR $ OR Q. 1Q DEND CONNECTION DETAIL END CONNECTION ETAIL 2 END CONNECTION DETAIL OR®OR®+OOROtO � 3 1/4.0 TAPCON OR TAPCON EXISTING GLASS 2"x4"MIN'Wood O ® END CONNECTION DETAIL STUDS REQ'D. - EXISTING W/ADVANCED 71NREMFORM -------- - 1/4-0 TAPCON OR TAPCON W/ - _GLASS i RFAUIRED ONLY FOR SPANS GREATER THAN 127_0• TECHNOLOGY ANCHORS WSEE E A7NNNS EE USE FOR 1 1/2'MIN.PENE1RA71 ADVANCED THREAOFORM' �tOx1/2'S.MS: ♦ BLADE 80N SHEET 18. O 12-O.C. TECFMIN.PE ANCHORS VI/1 10/' 016 O.C. MIN.PENETRATION O 12'O.0 1/2' 9 I a` YDORO5-- OR®OR -- ©OR® MIN. ry O MIN. 3^: 1 OR (2) 1 OR �2l'.'7 ® WALL 'a' CEJ FINISH OR3O OR®OR PLAN VIEW Y STUDS REWD.OD/ FINISH - 2 OROOR 6 7 OR® © ®OR® DET AIL 5 END CONNECTION DETAIL oR®oR®oR®+DOR 2Q+O O © END CONNECTION DETAIL FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _ ®2015'FASTFRN METAL.SUPPLY,INC. .•`���ER A.r!� t�T✓, BERTHA HULL" P.... GENS' .,9 Accordion Shutter System A■SS■A NOfT1L1EC01Kc. '\ Kv. E W/OR Hv WINDOW BADE TILUT TESTING 4 ENGINEERING COMPANY American Shutter Systems .w 6LD 13-31 oA1E A E 04/13/15 6Y:M.L. $TATE•QF Q'� 8756 W.36a SL,St.304.V�RGKA GAFMM FLOOa 331 268AssWestrond Inc. 1 OLD 1J-1131 4/ls/+ DATE:04 G No Ph mro:(306)071-1630.Fax:(305)871-1531 4268 Westraads Drive s DRAWING No �i .� •, ORID ` e.:61teca000t= West Palm Beach, FL 33407 3 5-086 F •:\`�'- LH-0006719 4 ONAL�N�.�``� WALTER t�e Jr.l P. 5 SHEET P.E. ATURE/DATE 6 to OF 18 0.1875" 0.0625" 12'MIN. DETO GE r 0.0625" ro BLADE TO GE 1A 1 EDGE I WV WINDOW BLADE¢3 j SECTION X-X 0.0625" BLODES 3'0 OPENING_ 1) p KNUCKLE(TYP) r. 0.0625" .,:+�• �. _ POLYCARBONATE SOURCES FOR 38 TYPICAL PROPERTIES APPLICABLE STANDARD RESULT R7.1.7500" REFERENCE I FLAT PORTION EEEyyy / �a13ne IUn C OF BLADE X I 6 # X ems . • I _ 30 W WINDOW - — 4 SPECIFIC GRAVITY ASTM 0792 0.043 Ib/in' 0.043 Ib/In' MECHANICAL. - 1.3750" TENSILE YIELD STRENGTH ASTM 0638 9,400 Psi 9.500 p.61 \ 02.8750" FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p..L 13.400 ps L FLEXURAL MODULUS ASTM D790 340.000 p.%L 345.000 psi. NOTCHED IZOD ASM D256 18 FT-lb/in 17 FT-Ib/. \ .+� FlREBLIRHING CHARACTERISTICS• SMOKE DENSITY ASTM D2843 47.2 S 64.5%MAX RATE OF BURNING ASM D635 C-1 CLASS C-1 CLASS' 03.0000" SELF IGNITION ASM D1929 1040•F 980•F I 03.7500" ..2 7/8'MIN.CLEAR I ' I t 2 1/4'CLEAR, f 5 3/47 WEATHERINGASM G755 : SEPARATION BERIEEN TENSILE 5TRENGfH AFTER WEATHERING ASM 638 9302 Ps.i. 8840 psi. BLADE OPENINGS i I BETWEEN TABS ON CENTERS 0.7500" TENSILE STRESS BEFORE WEATHERING ASM 838 8461 psi 880 8psi I , I — I/� POLYCARBONATE IMPACT RESISTANTHV WINDOW i BAYER VAKROLON 3103 POLYCARBONATE, I Ip RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION I I SCALE: 1" 12'MIN.LTEARMIICE . • I TO BLADElM . TYPICAL 1A HV.: - WINDOW BLADE #3 AND SCALE: 3�8"=1" '. I ,. POLYCARBONATE HV . WINDOW DETAIL FLORIDA BUILDING CODE (Hon-High Velocity HUMCOne Zone 0.2015 EASTERN METAL SUPPLY. INC. ......r!�ti BERTHA Hir iL E C O m A.S■S.A. KV. jo Accordion Shutter System ` Am Shutter Syst ms �WBIAOE DES01PPUM W/I DATE 1 :- — American Shutt e J`_`"' = T1LLIT-TESTING Ad ENGINEERING COMPANY Association, Inc. t an 13-�s1 /o/+ ISHEET /13/f5 6366 N.W.36Th St..St.303.VFZ M GNDEIS,FTDW.N 3316 PMne:(305)871-1530.I-:(305)871-1531 4268 Westroads Drive 2 G No -10% STATE OF �� a dfl:taucuocw.om West Palm Beach, FL 33407 3 9 cc,_ EB—ODD6719 086 '� D,r'•FCORIOP:';���` WALTER A VLLIT Jr.P.E. _ { �A� FLORDA Ue./44167 6 F'18 rnuutfll _._ • GENERAL LIuRAB=AMO CONDITION'S OF USE FOR B e �. .. 2 n t1 (1)FM BLAQF I AAQW11 tON SIAMSYMM KING IN 1 7 'V �✓ UNISON WITH l(Al10NDOW . 1.MAX A.S.D.DESIGN PRESSURE RATING:+62..-62 Pat .. 2.MAX 5NIUTTFR SPAN:107'=8'-11'o+62,-62 pd -- MAX.SHUnER SPAW'I W!-9'-8'0;+55:-55 psf T2' 3.ALLOWED"unNGS:1,Z 7&8 ON SHEETS 9&10;AS WELL AS, 6 MANN t!M MOUNSHEET 14. HN.2W.3W.-0.5W&SW ON SH14 ONLY(:11; ATE5 j��(11��(80TH W1 18 OR 1�7 ARE ALLOWED WRHF 13 •� ARRANGED 0d A SNN6ifi7R1T}1L.LAYOUL; m IVP.EA. • r 5.(A)©t HV WINDOW BLADE SHALL ONLY ALLOW A MAXIMUM OF 5 O� N.EtNMGS(3 10 HOLES)FOR APER BLADE AT SPACINGS SHOWN ON SHEET WINDOW 9lADE®3 • • • • r (B)MCLEARANCE MOM TOP OR BUTTON EDGE OF©HV WINDOW MADE/3 ALLOWED A7 HV OF ANY 3'0 HOLE FOR @ SHALL BE 12'. + r • MAMMUM (C)TOM OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE SHUTTER SPAN HV WINDOW BLADE ' SEE LIMITATION to HV 2 (0) WINDOW BLADE#3 MUST BE USED ALTERNATE TO A SOLID(DW • • Q "� r • BLADE#3 THROUGHOUT SNUnEWS WIDTH. ' (E)CEIRERMATEs SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID 1DW t r • • r • BLADE/3 AT EITHER SIDE OF THEM. (F)POLYCMTN BONAtE WINDOW 3C�5F{ALL BE INSTALLED 50 171bT TABS FACE SEE E101� 711E INTERIOR OF THE OPEt+tlt1G BEfttG PRafECt®.HV PWINDOIA`ROYI{D'E3O MUSC CONNECTION1 DETAILS ON SHEETS' ® � s ONLY WSTAt t m AND LOCKED USING A MN SETnNG TOOL Br ASSHEA. 133&.16 TVP.FULL P INC. _ .. .. 6 MINIMUM BUILDINGS SEE ANCHOR'SPACING SCHEDULE FOR DWALEAMONS INTO WOOD FRAME BUILDINGS ON SHEET B.AS LOOM BY SPAN AND DESIGN LOAD(SET:NOTES 1 &2 AElOYt7. . 7.SEE ANCHOR SPACING SCHEDUIX FOR 961ALLATIONS RM POURED' CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED By SPAN 2 B WT &FDBmRroMIM `E"`�) —UNLIMITED AND DELOAD(SEE NOTES t &2 Ate. PLAN 8.SEE WN@NY SFPARAnON 7D GLASS ON SHEET S. ELEVATIONJ%TRICA CENIERLUDES @& OR 9 PLAN O TYPICAL BY BLADE #3 WORKING IN UNISON WITH rl HY WINDOW BLADE X13 SHUTTER* N.T.S. t1u11111nttu FLORIDA BUILDING CODE' Hon High Velocity Hurricane Zone) ct 2018 EASTERN METAL SUPPLY,INC. BERTHA HV'M / i l L 1 E C V NC.,• A. .S.A. Accordion'Shutter System• TJrEKY.1 1 x im W CR W H,K"Mw 9/1QE ja / '* 71LL.IT TESTING &.ENGINEERING COMPANY American Shutter Systems REV.Ib 0Esmvnl N DATE DRAWN Br.ILL L O'•, F 6555 IM 36m sx s d 3os-vEa ar c0 otrs flARGI 331 ALssociatton• Inc. I a0 t3-03I J13�1 LUTE:0t/13f1s (305)871-1 U Fad.ai Wt-1531 '4268 Westroods Drive 2 DRAWING No 77'lip�� ALIEN r`'� WALTFR�A nO0G67tUIT Jr.PX_ West Palm Beach, FL 33407 s 15'-08 P.E. SEAL/SIGNATURE/DATE FLORIDA n� f++167 9 SHEET 6 t8 OF is