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HomeMy WebLinkAboutNotice of Commencement I I/I IILVI b Florida Building Code Online VVE - ' �' X11( tT •� SCIS Home Log In user Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BC1S Site Map Links Search •a duct Approval ;./USER:Public User ?ronuct Approval Menu>Product or Application Search>A11C tior 1^t>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approv Comments Archived Product Manufacturer Cbfeerhaste tter Systems AssociationDInc. ' Address/Phone/Email ds Drive ach, FL 33407 63 e camAuthorized Signature Irodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CAccordlon)Category Subcategory Compliance Method t from a Florida Registered Architect or a Licensed Flo Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ pd 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 http:Uwww.floridabuilding.org/pr/pr app d.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/3 I,-lortaai building code online Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 umma of Products FL# Model,Number or Name Description um In a F 0 f 38) Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 9.1 13-(Non-HVHZ) - Drwg 15-086 (top and bottom) for storm protection Lim of Use Installation Instructions pproved for use in HVHZ: No i FQ89 R8 II &S.S.A. INC, DRAG.15-086�1.z& 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 T%Max span is 12'-7"for 35 psf i FL389 R8 AE A.S.S.A. INC. P.E.R. positive ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'-2"for 110 psf ASO load for i 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 S for other spans and ASO 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 RB 11 A.S.S.A, INC. DPWG. . I Approved for use outside HVHZ-. Yes verified By: American Test Lab of South Florida In,— Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports V Other: Large missile level'D". Max, Span is 16'-0'for 30 FIN9 R8 Ar; 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A,S.S.A, INC, DRWg.I5-Q8-1.Ijd_f Approved for use outside HVHZ:Yes I 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 ASO load FL389 R8 AE A.S.S.A. INC. for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone;850-487-1824 The State of Florida is an AMEE-0 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-mall 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 dick here. Product Approval Accepts: R-2-A PIR E9 M Credit Card Safe http://www.floridabuildinq.orgfpr/Dr app 213 . — _Ali aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCotoXtHs6RTTCYUw%3d GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYSTEM 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 51h 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 JURISUICIION WHERE SHUTTER. WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85• WING ASCE 7-10 AND SHALL NOT EXCEED THC MAXIMUM (AS.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 SHALT. BE FIRST REDUCED TJ 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, 8 & 16. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED, A 33 R INCREASE IN ALLOWABLE SiRES5 FOR WIND LOADS WAS M USED IN THEIR. AREA 1: HV BLADES Q &ANALYSIS. HOWEVER,A WIND LOAD DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH 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. a 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 -CH.V. BLADE 13 /0403.01-08 WITH ADDENDUMS 13&/3A, BATED 4/30/14,AS PER PROTOCOLS TAS 201, 202 & 203 AND ASTM E-330, ASTM E-1886 AND E-1996 STANDARDS(MISSILE SYSTE TYPICAL COMPONENTS. 22-36 SHEET 3 LEVEL D.WIND ZONES 1,2,3&4),0825.01-10(WITH ADDENDUM /2, DATED 4/30/14). 1220.01-10, 1209.01-10 & 0422.02-14,AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE. SHUTTER ASSEMBLY. SHEET 3A -(DH.V. BLADE 13 WORKING IN UNISON WITH®H.V. WINDOW BLADE 13 10829.01-08 WITH ADDENDUM 12, DATED 4/30/14,AS PER PROTOCOLS TAS-201, TAS 202&TAS-203 AND ASTM E-330,ASTM E-18866/�AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1,2, 3& 4). AREA 2: W BLADE(1)AND HV WINDOW BLADE hAl -(DH.V. BLADE 13 AND 1 H.V.WINDOW BLADE 13 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER,THE GENERAL LIMITATIONS AND CONDITIONS OF USE (WHERE APP I J!B F) INDICATED ON SHIN 8. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 4 2. BERTHA ACCORDION PINS©3 ,�©5 OR ALTERNATE 1@6, SHALL BE AS INDICATED ON SHEETS 3& 4, USED AT BLADE'S KNUCKLE.ACCORDION PMS 3©, USED AT MJ DIRECT MAMMUM 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 AND 187.4 KSI TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING AFTUGITORS, REGISTERED WITH ANCHOR SCHEDULE- CONCRETE & BLOCK. SHEET 7 AMERICAN SHUTTER SYSTEMS ASSOCIATION. ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE& BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy - 27.1 k.i MINIMUM (LINLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE&BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP. DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL STUD SHEET IDA BUILDING CODE 2007 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. :NST. DETAILS W/HV CENTERMATES®&® SHEET 11 5. BOLTS TO 8E ASTM A-307 GALVANIZED STEEL,OR DISI 304 SERIES STAINLESS STEEL WITH 35 kTT MINIMUM YIELD STRENGTH. TMST. DETAILS W/HV-T-LOCK CEKTERMATES & ® SHEET 12 6. SEE SHEET'6 &8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HD CENTFRMATES®,®&� SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 7. THIS 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 6W /5458179 ISSUED TO EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS IW- -WOOD SHEET 14 INSTALLATION DETAILS 7W-TOW -WOOD SHEET 15 8. IT SHWA 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 DE'rAIS 1- 000 SHEET 16 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING M CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: I'1V y/INDOW BLADE AW ONLY 9. EACf1 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&WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALL CENTERMATE4 AND ENGAGE OR LOCK ALL LOCKS. 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 TYPICAL.SHUTTER ELEVATION SHEET 18 CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA N.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 13 W/OR W/O H.V. WINDOW BLADE 13 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.ka.WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.ED., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOWNS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (e) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED I3Y ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (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 PROTECT 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.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED D. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) .A% _l ER A Jj�%,�� 0 2015 EASTERN METAL SUPPLY,INC. ucf '�'�' BERTHA HV S HV"���, �qp �p Accordion Shutter System KV.131A0E1#93 w CR w o KV. WINDOW 6LUE fl ySs J = American Shutter Systems AIV.W DESCRIPTION DATE I DRAWN eY:M.L. z TILLIT TESTING & ENGINEERING COMPANY TATEOF � aT:a N.W. mn.S.,51a ss,rNccm uuas,TLoamA v1 Association, Inc. 1 OLD 13-031 4/is/ii DATE:04/13/15 „< .130')01-15:0.Fa.: 1305)1171-1531 4268 Westroads Drive z '9 ID �� .�� ;1:cn .waw INasl Palm Beach, FL 33.107 3 �DRAWING No AL ENG��a��� wA, "ER.-`uc19 P.L 11 AAA ,-1r.%:1..Cc s SHEET P.E. S�tL/�IGNA�URE/DATE w 6 1 OF 1B ._-....._�._.._..�._ ...1' -- •�., n I.flq'__-..I X15 f-1^5•"n'7 4.B73'_-__--- -1.91T- loo- °' 1-125'°O m - .rn.i� La12'-�n70' is i ri'].• 'w•c�,"n' a� I .o.3.e' qr r = .cer .060' . .oe3. I i o a E 2.O W'my o 0 n :051' n 50" I _ -a9'R.aso• t I \ n n. 0,334' 70 .594 M1i 670' p O1 HV BLADE#3 •�c` L1.164' BW M1Q� .GTO' L.670 n.x1P _ _ .050 c --5.000'MAX.- .'` I.Itl4' 1.71 D' 1.194' EID] .070• HV WINDOW BLADE#3• 1520 L - =z T --]sxo- - , 5A ALUMINUM ANGLES O HV HEADER --sszo------ • SEE LIMITATIONS OF 3 HV B.O.TRACK O HV HEADER/SIL 4A QUALIFIED FOR USE W/ HV FOR BLADE ON T 18 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV HV 1"B.O.HEADERISILL BLADE 1 QUALIFIED FOR USE W FIV QUALIFIED FOR USE W HV 1A BLADES 01 ,Qy BLADES(D J� BLADES t / U,0 BLADE( X J J.556' 3.226 - I / .670' 8 -191 T wle 4�, L .670 2.228' n ; 'OJ�. try.Wr. r_ 1 y MK%WIL Y MIN,t F--- o ((p 7*, 62 LL .072Lir 1• 1' 0.062' .072' .072 3.352- 1.522'- 2.092- 1916'- 3.226" 4.874'- 4.136' 06�r• X 9 HV DIRECT MOUNT 10 ° SIDE ANGLES O O HV ADJ.ADAPTER W/LEP O HV WALK-OVER TRACK �QLIALIFIED FOR US W/ HV HV 90°/180 STARTER 12 HV ADJ. 7 8 QUALIFIED FOR US w HV 11 CORNER POSTS QUALIFIED FOR USE,,W/ HV QUALIFIED FOR US W/ HV QUALIFIED FOR U E W/ FN �,--� BLADES(�, l31 BLADES IQ QUALIFIED FOR USE W/ HV BLADES 1 1�� BLADES Q1 ,� BLADE U1 j o rsh.cs mtts'n+K QUALIFIED FOR USE W/ HV BLADES( .® -OPRENE mica ElEnSS H BLADES(D.@ 4745' 660 EENT `/SS.PLATE 2.293' n20 fUf fYA 5" i / (2)1/4'0-2r VAiS FDR Mf IIEAD THREADED E CART _2.293' .745' o (2)1/4'0-26.1/2'S�M.S. 5.51/.5. �PANTED nLF� E CAST ` (2 ImJ H0119NG EwAn OSip. oh EO.37FA1.940' .318' PNITIEO Rpt o n'o ►x'.700' .318' CRFSS pd�• e Q Oby I _ ® .875' 1.940' ppe. -,06 o yam[ a• 1.325' x615' °•r5.i• l (1)5/10.0-16 HOLE FnR(1)/16'0-16.1 5/8" .318' `oawss e�vrmFle Ro•/ N.V.s.:TI6tFACFD TNuu9 sc6El.m/T.L4TAL HEAD l� s Ihl'S(tlIR01TE cuss CVIJ Da j3 HV CENTERMATE 14 HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK 492• 1.419. PLATED) (cHFro11E PLATED) QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W HV BLADES 1Q E - BLADES 7Q,® BLADE Qt 875' 16 17 .D45 O 4,� .321' H.V.LOCK O H.V.EGRESS LOCK y 1.753 QUALIFIED FOR USE w/ HV QUAUFIEO FOR USE W/ W i3s4' , 5 BLADES10,® 13LADES(D.@ (OD.) Q� . a 66 COMPONENTS 6063-T6 ALLOY AND TEMPER �� '• .. R a .822' r SCALE 3/8"=1' §1 fl I 4•�6� 21 HV"T"LOCK HV MALE"T•LOCK HV FEMALE"T"LOCK L-2.750---� L-2.750'-� 18 CENTERMATE 19 CENTERMATE PLAN FRONT ELEVATION QUAUFIED FOR u E w QUALIFIED FOR USE W/ HV QUALIFIED FOR USE w/ Hv 2D "J"CLIP FOR"T"LOCK CENTERMATE BAD BLADED BLADED QUALIFIED FOR USE W1 HV BLADE,I LORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) ````s,:�x�N TIL Ll;✓� ®2015 EASTERN METAL SUPPLY,INC. _ BERTHA HYD" A S Accordion Shutter System N .4 SA�FF6�--; = FLv. Lauf /R w/OR w o I{v.wiHDary BLADE,qz American Shutter Systems REV.% DESCRIPTION DATE DRAWN BY.M.L z k. ;p(` TILLH TEsriw. 6. ENGINEERING COMPANY Association, Inc. I OLD 13-071 /13/15 DATE:04/13/15 o. STF1E OF ev s N w..:n.sl_sl...sz,v!va 9w r r,,.Fvoan4 33'Cf 4 68 W65tro0ds Drive 2 Ph n 1. (L.,SjY,TI-1'�TO F.:(305)971-1531 DRAWING No Q 1� .- -moa: lat«nI�:A,., Well Palm Beach, FL 33407 3 15-087 %..,SS/ONALtc �,t at.I::F•.E SHEET P.E. rS!@AL/sIsNA�AuPE/U.TE AOP"' 4'I, s 2 OF 18 ., r1 9117_ 917 t-� '-Ti111 11 RN .6'YIN..-_ NDER fR\\ KEY GYLINDEP. 27 7 214 m J (,V5•Yin. IQUAUFIED • 1 .125-No.. m^$ ° 26 12"LOCKING ROD Q OCKING ROD HD CENTERMATE 23 HD CENTERMATE 2q HD CENTERMATE'S I pUPLIFlED FOR USE W/ HV FOR b w/ I WJ LOCKING ROD W1 NO LOCKING ROD INSERT 604 BLADE 1Q BLADE( QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV F - N BLADE(> BLADE(1) BLADE( \ CtTHUMSTURN 0 UNDER Q 2 INSTALLATION WILL REQUIRE A ° OR KEY V/16" 6 OLE DRILLED AT TRACKS FOR PROPER CYLINDER EMBEDMENT i.78 uo.. BY REGENT HAROWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 11/2• 1a30• QUALIFIED FOR USE W/ HV S.S.FMVS BLADE 01asz4' 3/t6'a7/6.9 .475-N m ..75•Iji MON N}fb 50 ,Ip,—JA■YqL 0-. .a.t1' 1/4.0 ELEVATION A sz0•. 27 HV 114"(3-20 AISI 304 SERIES 7®HV 318"83-16 ACETAL 26 H, LONG RECESSED HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES pUALJFlED FOR USE W/ HV QUAUFlED FOR USE W/ FIV BLADE( BLADE D .365"9 .365"e .400'0 .3 33 65-9 .500'0 m 0.204COMPONENTS �0 �� so ^� (CONTINUED) N.T.S O O 32 HV DIRECTO HV PIN(a)BLADE O HV PIN A 61) O HV.PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN X10-18'x2 3/4' W/ S8 HD, #10-18'x2 3/4' W/ #8 HD, 1a' fe ' fO a ' x1 ' a BLADE& A-s1 . ®14-14x1 3/4' W/ k8 HD, W/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14`x2 3/4' W/ #8 HD, d10-18'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 & DACRDSHIELD COATING DACROSHIELD COATING 16) W/ DACROSHIELD COATING FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. \)GENS '•.�9'., BERTHA HV m A Accordion Shutter System 4 fi7- :—A '`. E C O o■c. A.S.S. ■ Hv BLADE#3 W1 OR w o Kv YANDON EIADE �� `T��� *' TILLI'f TESTING & ENGINEERING COMPANY American Shutter Systems REV.NOESCRIPRON DATE DRAWN IW:M.L. STATE OF Association, Inc- 1 Oln 13-031 4/13/la wTE a/13/1s l X,- int( 15-3.Y.F., CMif)S.flORi�]+I"i• T an�n� �]af)1771-ISA) Fur (X)S)N71-15,11 t PnI We path. Drive 2 DRAWING No F$ �`���` Well Pnlm Beach. FL 33407 s 15-066 7q"1 t o t j1"�`� c:. SHEET P.E. S� Y%";TURE/DA.TE e 3 OF 18 ro OR III III 03III III 191 EXTERIOR EXTERIOR EXTERIOR EXTERIORI 1-0 I I I I I I Q,® � I , ® � OQIII ® � O®IIll! QOII'II II II II II II II ASSEMBLY AT ASSEMBLY IN BEfWEEN(A. ASSEMBLY ATA. ASSEMBLY IN BETWEEN(. ((qGO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 2j" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCAB 1/4'a I• *THE HV PINS& BUSHINGS ARE PRE-ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275' O.D. x 0.130' I.D. x 0.072'THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLFD INTO THE KNUCKLE'S SCREW BOSS. -1011111161". FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY,INC. '�\GENS BERTHA HW F �--s �— S S A Accordion Shutter System L ® otic. ■ ■ ■ ■ v *= KV. RADE w/OR w/o KV.WHIM RADE l*�/'� c American Shutter Systems xcv.N. DescWTION DATE DRAWN IN.Y.L. cC ,ILLIi TESTING do ENGINEERING COMPANY 's o'• STATE OF ASSaci0fi00 Inc. I u0 13 Q31 1/w/I DATE:oyu/Is ae.s x..r;m.x.,�..x .vA -11R 115.a 0a 33- ' = Fi,00, :(SQ;Jtl)I-,sys.rx.: {.tos)a'r,-1531 4268 Weslroads Drive x DRAWING No �/ West Polm ©each. FL 33407 3 �c •.... .. �� c0-Cc r,�,a 15-086 SSIONA� A. rv_tn Jr.PF, /�rq N INId SHEET P.E. SCAL�SlLtiATURE/DAiE s 3A 0F 18 1 3 7 s - "'�� -t"z_i��-C6 yaa02•�)Y�J•ha NOTES ON HV HV "Tri AND HD LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W/ HV (1) BLADE B 11 11 © 13 13 " APPLICATION W/HV LOCKS AND CENTERMATES: I. ILINDATORY CONDIT1aN /1: ONE W LOCK @ or I@ or 17 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY 10 �,Ga ytt2�. 0 ID- SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156'•AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK @ or 1@ or©MAY BE USED AS AN INSIDE OR 1 0 2 a�am 1 OUTSIDE LOCK,ATrACHID TO @ or @ CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FIAT HEAD SS M.S.LOCATION OF l� CCG(SHPLI.BE AS IMXCATED ON TYPICAL SHUTTER ELEVATION USE OF LOCKPIC RWS Q�W/@MN 127 L4 CwIEfELY OPTIONAL. -0 A a m 2. MANDATORY CONDI DN J2 FOR INSTALLATIONS ATIONS INID METAL. STUDS. ONE HV LOCK®or 0 or 1©SHALL BE SHUTTER SPAN 0-(9 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF STARTER SPAN FOR SPANS UP (SEE SCHEDULE18 ' TO 158',AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK©or IB ON SHEET 5) ©or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or®CENTERMATES W/ (2) 1/4'-20 x 4 14 1/2' LONG FLAT HE�tA�Dt� AL S.S. M.S. LOCATION OF LOCK SHL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE `E._.y OF LOCKING RODS W/@ OR fTOP AND BOTTOM IS COMPLETELY MANDA70ftY. I6 0 1/2 OF ST1UfTER SPIN 16 FOR INSTALLATIONS W/ 3. MANDATORY CONDITION #,FOR KEYSTONE NOMNG INSTALIATIONS: ONE HV LOCK 15 or 16 or 17 SHALL BE O (1)IN OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP j IIAY BE INSTALLED 12'ABOYE TO BB', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR / } OR BELOW MDDSPAN OF OUTSIDE LOCK.ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FIAT HEAD S.S. 1 / SHU TER. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/ 27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. 4. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV SEE END LDCKS . 1 R MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1© CONNECTION i OR®SWILL BE AS INDICATED ON NOTE (1)ABOVE. DETAILS ON 2 4 5 6 8 9 V LOCATION OF LOCKS SHALL 8E AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 1.. 1 16 TYR FULL 3 k 2 oR 3 01 6)00-( i HEIc1Nr, � � I APPLICATION W1 FIV "T" LOCKS AND CENTERMATES: I- cFCOND ALTFTt1iA7E To 4LNTAATOKY Lbi."hTrts:�] Vu m t>w Y FOR NY'I'L=-ft AND CETRETNLI.M a AND Q 2Q1 D-A-I�A) OF CENTERMATES �ELEVATION. ALTERNATE LOCK @ MAY BE USLOCK A MAY 13E SEEDDIN AS AN INSIDE OR OUTSIDE LOCU OF OTHER LOCKS FORK.ATTACHMENT OF LOCKSPAN AND AT UNLIMITED WIDTH- INCLUDES USING 'J'CLIP.®.AS SHOWN ON SECTION 15• SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES Q�AND @ W/ 1/4'0-20x1'S.S.MS. INTO A 1/4'0 x 5/8'RI LACK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODSIVNLQ or TOP AND BOTTOM IS MANDATORY. TYPICAL n H.V. BLADE #3 SHUTTER ELEVATION # APPt CATION WL HD LOCKS & CENTERMATES: N.T.S. }, Tt"" �Tl]IfL:TF Tb�+ TDar POtdiION/ t VALID FOR HD LIM a w/(2) ND 13xTTERI1M OR a OR SEE UM AT10NS OF USE FOR ONE,N. NATE •LOCK AN MAYBE USED IN UEU OF OTHER LOCKS FOR Y SPAN AND INSTALLA71ONS AT ANY ELEVATION. BLADE 8 ON SHEET 18. ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(.ATTACHMENT OF HD LACK @ TO®S W/(3) /8 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT?3 AS SHOWN ON SECTION 18,SHEET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'WJ014UIA BELOW OR.ABOVE MIOS'PAN. USE OF LOCKING RODS®or®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) A`tA111111111111/ rA ��' ©2015 EASTERN METAL SUPPLY, INC. P:T..... BERTHA 101"m �• � � "1'�1E C O (� Ao S�S I.AT. Accordion Shutter System KV. BLADE,y3 w IR w/o KV:vnwow B.wE No. = American Shutter Systems REV.x. DESCOMON DATE DRAWN BY:N.L.S* TII_Lii TESTING & ENGINEERING COMPANY Association, Inc. 1 an 13-on I/I3/1 DATE:01/13/15 ' = e N.n.All,s. >•...sns,rlra+a a�n0a+s.a X`A J]IM1( a• SFATEBF -- : Ier,jnn-1s,o . F-. 0-r,)371-1531 }268 Westroads Drive ] DRAWING No • P ;z © , e-moa::�,:.:<,aN�1�r:r. West Palm each, FI_ 33407 s 15-086 D�:•. •J ��• +a.r�n a a1�r s....- s SHEET �J,\SURE.,/0ATE p s 4 OF 18 MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) MAXIMUM SHUTTER SPAN %+" OR "L-"* (f I.) (,1 L+:MA 61UY B3DWABti SPAN FOR A OWN POSITIVE AS.D.DESIGN PRESSURE M1wC. L-;WXWUU ALLOWABLE SPAN FOR A Q+FN NEGATIVE ASD.pdCN PRESSURE FOR INSTALLATIONS W/ 1 HV BLADE. A . FOR INSTALLATIONS W/ C-D HV BLADE. A RATING. (2)PROCEDURE TO DETERMINE MA%WUM SPAN FOR WALL MOUNRF+GS(IOP/BMW)OR POURED CONCRETE,CONCRETE BLOCK t TrVEN A POSITIVE MAXIMUM AND WOOD INSTALLATIONS ! MAXIMUM FROM SCHEDULES. FOR METAL STUD IN INSTALLATIONS s r; A.S.D.DEscN PRcssuRE RATING,DETERMINE YAmuu SPAN t+• A.S.D. A.S.D. GNFw A NEGATIVE A.S.D.DESIGN PRESSURE RATING,DETERMINE MAX WUM SPAN'L-' FLOOR/CEILING PRESSURE FLOOR/CEILING FROM SCHEDULES.PRESSURE WALL MOUNTING MOUNnNG MIN.SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS RATING —- FDNAL BETWEEN`L'AN D'L-'. SPAN 6 EQUAL TD ENE IBtlBNN wm SPAN IDA "10I>r�� W'nDZO,EI _ (+a•) I!(M) L:(FT) (FT) L7(Mi`zaa2O�' r,i, E wcw (+�-) LA �3 KMJC" LOW cIMER- (3)PROCEDURE TO OETETIBNE MAfUMUM SPAN FOR COMBINATIONS IN BETWEEN WALL ®AIFFOIAre MOUNTINGS W/RDOR/OF11NO MOUNIRNGS 35 1r-T 13'-O' 1z-T 13'-0" 1" 411!16' 512^ 64 7'-0" T•0" - - 1" 37/18' 51/8" FOR A CVEH POSITIVE ASA DESIGN PRESSURE RATING: 512" _ DETEuua 45 111-91 11'-11" I T-9" 11'-11" 1" 4 11_/18" 512 L,+`wx.SPAN FOR WALL IIORINTINc INSTALLATIONS. 72 6'-T U-77 - - L3+.MAX SPAN FOR FLDOR/CEIUNG MOUNTING NSTALLATRONS 55 1V-4" 11'-4" 11'-4" 11'•4" 1• 411/16" 512' 1" 37!16" 57/8' FOR A[7uFN NEGTNE ASD.DES"PRESSURE RATING: DETERMINE 60 19-6" 10'-6" 10-6" 10'-6" 1" 4 11/16" 5117 Lr--MAIL SAN FOR WALL MOUNTING DWX ArMa 6 65 B'- " &-B 6-61 6'-8' T' 35(6• 51-)v .SEE SECTION I O ON SHEET 1 dA. L2 MAIL SPAN FOR nDOR/CMJNG MOUNTING INSTALLATIONS. 70 _ V-3" W-r 8'-3' 8'-3" 1" 3 518' 5 1/8" FINAL MAXIMUM AuaxA9LE SPAN Is EQUAL TD THE MINIMUM BETWEEN*L,+'.'124'. 75 T-9" T-9" T-9' 'T-9" 1' 35/8- 5118' t,- AND'U 60 --- T-3" T-3" T-31 T-T 1" 3W 51/8, (t)GO TD AMU"SCREIXXE ON SHEET'6&7 FOR CONCRETE AND BLOCK-SHEET 8 FOR MIN 85 v-10' 6'-10" _6'-10" 61-10' 1+' 3 518' 151_ 1/8" IDA F�METAALL STU FO SECTION INAL �M��,uuM�ALLLax��SP Frtu�TP.E D�ESIVI 90 5'-r v-'r 6-7" 5'-T' 1" 3 518" 5 1/8' LOAD TO DETERMINE MOMIMUM ANCHOR SPACING. 95 6-6" 6-61 V-15" S-G' _ 1" 3&r 5 1 V (9)YINWUY SEPARATION TO CLASS SEW.BE THE GREATEST MEASURED FRO"ETHER 100 5'-5" 51-51 S-S" 5'-5• 1' 35/8" §1q REAP.OF KNUCKLES OR REAR OF LGCNS CEFI6NATES AS AP To CLASS. 105 V-3" s'-3" 6-3!1s-3" .1" 3516" 5J/Er MAXIMUM SHUTTER SPAN "L+" OR "L-"* (ft.) FO 110 6-r' 1 5'-7' 5'-2' 5'-2" 1" 3518" 51/4" m INSTALLATIONS W/(1) & (19) HV BLADES. A A INSTALLATION LEGEND APPLICABLE FOR Ci)HV AND a HY BLADES UBSTRATES CONCRETE & t EXCEPT THAT MAXIMUM SHUTTER SPAN Y+'OR -L-"AND POURED CONCRETE,CONCRETE BLOCK MASONRY METAL STUD WOOD MAXIMUM AND WOOD INSTALLATIONS OUNTINGS MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO AS.TL CONCRETE OR CONCRETE BLOCK%Wl BE LIMITED AS FOLLOWS: ssuRE WALLMOUNTING FLOOR/CEILING MIN.SEPARATION TO GLASS 1, 2, 3, 10 IW, 3W, 4W 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RAnNG MOUNTING WALL 4. 5 & 9 7W, 9W & 1OW +64,-72 p.s.f. AND 7'-6' SPAN, SEE SECTION 9 ON L+ i1 L+ U 2W, 3W, 6W vmm ORES SHEET 10. ( ) U +.:Aa Iwuaae Locw --- cENTEweAre FLOOR/CEILING 6, 7 & 8 & 8W 55 6'-6" 62 8'-71" B'-11^ 8'-11• 8'-ti' 1' 4318' 4114' f EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR 'L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SEE UM ATIONS OF USE FOR INSTALLATIONS INTO WOOD SIIALL BE LIMITED AS FOLLOWS: BLADE g ON SHEET 18. 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND 8'-I1' SPAN, SEE SECTION SW ON SHEET 14, 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8'-0' SPAN, SEE SECTION 2W ON SHEET 14. �,I,IIIIITINN/F,,, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Vo. ®2015 EASTERN METAL SUPPLY.INC. �• . P� 'v�GENSF ' 9 ' BERTHA H%#.. g �q S S Accordion Shutter System 1 E C Par 1 N c. ■ ■ ■ ■ FLv. 91 DE w/OR w o H.v-WINDON BI.ADE#3 American Shutter Systems R"W.w DESCRIPTION GATE DRAWN BY:M.L C jt1L l7t' TICCIT TESTING & Association.COMPANY s t - A'•, `ST CV SOClatlonA Inc. I CID 13-0]1 A/13/1 DATE 04/13/15 FI no10P _.C�c• ,:asY NN.Ts,n ".sns,wmin,A ro.rRurn;,ruara mXar 4268 Westroads Drive 2,}F PAa,n:lJ0`Q371-1>k).rn+:(0:7971-f5J1 DRAWING No West Palm Beach,".,,a:IalrooMn,.L<"m h, FL 33407 3 A 15-086 A'WAWUUUN,I,U,HTNA x�;r.R n ;x�r.L. P.I. SHEET P.E. SEAL/SIGNATURE./DATE 6 5 OF 18 -- .-�.- µQ1G(S SPACING LEEENID ----- _zP1..GlF!S:L+S1S'2Li QN ASE;tlDH_@�44ZlREkEL1L l9E�CONCREfE 4H.�4.N�RfT A1.2GJS SUBSTRAIE� Tnvna -- VIm1N�/gym n Iff'o rum 7IONXDd' MAXIMUM ANCHOR • SPACING (on.) SCHEDULE FOR A GIVEN MAX, SHUTTER I kll<NTS TO*AIL Sr4:1 IE AS FOLLOWS• ALL POINTS Sam-SET SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDINC2 (^) TO EIS v O+°Gtl COTE auE vP Ytx uw MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS. - 1/4''i"`x"OR Tial W/ADVANCED rfV"0FU TEaraDOr,AS YiANwKnnty m I.T.W.BI, )D(.(Y:r,.r.e 3 Y..1 TMPQ . - T/4•P.3/4'ALL FOXIS SCUD-SET ANCHORS AS DISTWBUTED Br ALL POINTS SLEW,DDT&SPECIALTY mlmAm.(NZn.rI=3 I©). (SEE MOUNTINGS 1. 2, 3, 4 & 5 ON SHEET 9) - 1/4.1 DLL[Ta CONCRETE ANCHORS WITH CAP,AS YNDFACTURED BY FLORIDA FASIDIDS ORECT,MC.(ERA.t'c-2 1m). - 1/'-0 TAPPETR+A24CIKM AS um 4NUFACTI Rer POWERS FASTENos.INC.(LEm rc=3"I AND DISRaBurED W ALL PON5 SCREW.BOLT&SPECIALTY roam•OR POURED CONCRETE ANY 07148 APPRQIJED UCIINSED OR AUTHORM VENDOR REGISTERED w/HE AUEPICM SHUT-TER SYSHENS ASSOCIATION,INC. I & 2 WALL MOUNTINGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING 4YYIWY W/©,®OR® W/©+O W/Ufi +(3 YJIES' / Sp.(C) 11)+ ,(Vuu ojTNAQNT INrO POURED M4CRETE OF TAPCON OR TAPCON w/NNANCED RI7ADFORU TEOINOIDCT AND TAPPER«ANCHORS 6 1 3/4",AND 1 1/2'FOR ASA OE➢ HEr THE LGYN(pd) ASA 011 IEGTNE LW(Pg) ASD OY W6 .E LW(Cd) BLUE TIN'WRIT rjP ANCHORS 30 40 1 50 1 60 1 70 60 90 JOB fro 30 4o So 60 7G 80 so Joo 110 30 40 so 60 7o CID 90 (co t 10 A2)H."WW EMBEDQ04T OF 1/4'0,3/4'ALL POINTS SOUR-SET ANCHORS SKILL DE 7/8'INTO THE POUTED CONCEEIE NO B(BEDUENr INTO STUCCO Sww.EE 9 9 9 9 9 9 9 9 9 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 FE;2anlm. I/i 4-20 S.S.MACICE SCREW USED SEULL BE 1 1/2"LONG YINYAAJ SHOAD STUCCO COST.AND IUINIWY FOR W41L5 WTIFI NO ST1CC0. 3'-O" OR LEiS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 y AS)IN CASE HAT PRELlS1 SHONE,PRECAST CONCRETE PAR S,PAYERS OR ANY 14NEER BE FORD ON THE EXISTING WALL OR Fl-0OR. ICHORS 9 BE LANG B 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 9 9 9 DICUGH TO REACH THE LL4DN STRUCTURE BEHIND SAID WALL P SHE&ANCHORAGE ORAGE SNAIL BE AS INDICATED ON NOTES Al)&A7)ADOYE.FOR INSDELAIIC S ON MtM SONG WIN OR WMIQUr(ETAL STNS OR DFS MrH1 WOOD STUDS CONSULT THIS ENGINEER.FEN INSTALLATIONS INTO E55 WH METAL STUDS SEE 94M 10, 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 99 9 B 9 4'-0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (B) TD E%IS@YT ASTM c-g0 CONURETE BLACK WALL: 9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 8 9 _ I/4.4 TAPUYN OR TAPom w/ArNN¢ED Tfuitiew Tutt LOGY ANCHORS,AS LUNUFACTURm Dr 1,T.W.ftRLDEX. 9 9 9 9 .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 2_2- - T/4'0•3/4'ALL PCINIS SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 9 9 9 9 9 9 9 9 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 g 9 9 - 1/4.0 m.UE TAP CONCRETE ANCHORS WTTH CAP,AS YNA/iACRIAED BY FLORIDA FASTENERS D17ECr,INC _ - 1/4'4 TAPPER+ANCHORS AS WNUF/LRIRED BY POWERS FASIENUM INC..AND DISIR10(RED BY ALL POURS SCREW.BUT 8 9AEWLTT COL--OR ANY OR+R PPPERO�FD 5'-0' _ UCEN'SED OR NRHp17rD vDcon Rmsru U W/mE AuERKAN SAIRER S15IEu5 ASSOCJATEON.INC. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 9 B 5.5 45 J5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 1 9 1 9 9 9 9.5 7 J&5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 "ETES' 9 9 9 9 9 8.5 6.5 5 9 9 9 9 9 9 9 B 9 9 9 9 9 9 9 g ELI)WMIUM ETRBEDAENT WTO CON(IR£7E IAOCK OF TAPCON ANCHOR IS 1 1/4'AND 1'FUR TAPCON W/ADVANCED TSiFJDPDR9 TED4DlD.Y ANOINT,MID 1 1/4'FOR T:?FER♦AND HUE TAP W'MI CAP ANCHORS. _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 6.5 43 4 J - 9 9 9 9 9 9 9 9_ - 9 9 9 9 9 9 9 -6 - B2)WI•ZWU EUBEDAEW OF 1/Cf,3/4'ALL POINTS SBUD-SET ANCHORS SHALL BE ENTIRELY EANECOFD INTO THE CaROEIE BLOCK.NO DABEDLENT INTO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 9 _ SHALL RF,PERUIM.1/4'0-20 SS.MACHNE SCREW USED 9411.BE 1 1/2"LONG UIEnWN SHdJ(U SNCCO EYLSf,AND I'YIHfYIAI FOR WAllS WITH NO STUCCO. 9 9 9 1 9 B 6 4.5 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 9 3 B3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON WE DASHING WALL OR FLOOR.ANCHORS SWL BE LONG 7'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENOUGH TO REACH THE MSN STRUCTURE BEHIND SAID WALL FA491(5.AmmgAGE SHALL 1E AS 1NDCA7ED ON NOTES ELI)&fit)ABOVE.FOR/RSML1A719NS ON Nm1. 9 9 9 6.5 15 3.51- 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - - vary WTFH OR WITHOU"T HEIS SUNS OR OFS WITH WOOD SAWS CONSULT T16 DHcwEER'FOR 067N1ATIdRS NTD RIF"'WITH METAL STUDS SEE SHEET 10, 9 9 9 9 7 5.5 4 1- - 9 9 9 9 9 9 9 - - 9 9_9 9 9 9 9 - - 9 9 9 a5 6 4.5 - - 9 9 9 9 9 9 9 9 9 9 9 9 _ _ (C) AEi'T!OTS SUIT DE INSTALLEDFOLLOWING ALL OF THE REW4DOLE}m4T10NS AHD SPECIFICATIONS OF THE ANCtgR'S WNAIFACPITSR. a-0 - - - - - (D) ;�MNEE3AE BELOW FOR DICE DISTANCE(E-D.)%UWJS SPACING RETATONSwP FOR ANCHORS. - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 9 a 4.5 15 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - 9 9 9 7.5 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 g g g _ EDNNOYUM.GE_ ANCHOR VERSUS SPACING SCHEDULE FOR ANCHORS: ARCIRCH.bR SPAGINGS ARE vAUp FOR EDGE OSDWCES INDICATED BELOW.FOR E D.USS HUN THE INdG1EU,ranucE ANCHOR SPACINGBY MULTIPLYING 9 9 9 6.5 45 - 9 9 9 9 9 9 9 9 9 9 - - SPACING SHOWN ON SCHEDULE BY THE rOLLMUG FACTORS REDUCED SPACING OBTAINED USING FACNR SHALL NOT BE LEV THAN UIMYIIY SPACING INDICATED 9-0' _ FOR EACH ANCHOR nPE. - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 9 55 15 - 9 9 9 9 9 9 9 9 '9 9 FACTOR 9 9 8.3 55 4 - - - - 9 9 9 9 9 - - - - B 9 9 -2---2- - - - - TAPPER+ 9 9 7.5 5 4 9 8 9 g 9 9 9 9 9 B AC TION TAPCON WITH AWANCED ALL P41� SOLID SET BLUE TAP WITH CAP - - - - - - - - - - - EWE THREADFORM TECHNOLOGY MIN.SPACING Jo'-0' - - - - - - - - - - - - - - - - - - - - - - - - - - - DICT44CE UIN. SPACING - 3' YIN. SPACING 3' MIN.SPACING - 3 1/2" YIN.SPACING m Y 3 3/4' 4' 9 a 4.5 J - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - I-D. POURED CONCRETE& PH1ffD CaNOE7E CONCRETE BLOCK POURED CONCRETE& POURED CONCRETE& POURED CONCRETE COUSiTE BLDOE 9 9 B 4.5 - - _ _ - 9 9 9 9 9 - - _ _ 9 9 9 9 9 - - _ - C IW.M OLD" Toa Ea-3 1/Y LOL Ea•2 1/2" MN�E BLOCK CONCRELITL TE BLOCK LAK FJ).a 31/t Tao.IED-2 1/Y rJ-o' - - - - - - - - 3 t.o Oso t.o 0.76 1.0 0314 t'0 9 6 15 - - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2 1/2" - 0.61 1.0 - _ - 0.67 1.0 9 9 S5 4 - - - _ - 9' 9 9 9 9.1- - - - 8 9 9 9 9 _ - - - y' - 0.71 - - 0.51 - 9 85 5 15 - - - - - 9 9 9 9 - - - - - 9 9 9 9 - - - - - 1 3/4' - 0.01 - - - 0.43 - J2'-0' 1 1/2' 1 0.35 1 _ _ a35 9 4S J 9 9 9 9 9 9 9 9 975 4.5 - - - - - - 9 0 9 9 - - - - - 9 9 9 9 - - - - 9 7 _ - - - - - - - - - 9 9 - - - - - - - 1 HV BLADE 3 OR 1 HV BLADE 3 W SEE LIMITATIONS D _ _ _ _ _ _ _ _ L'._ USE FOR BLADE - - - - HV WINDOW BLADE WORKING IN UNISON. FON SHEET 1& FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `AAA4��gg A.NJ, Ami ----V� � ®2013 EASTERN METAL SUPPLY.INC. P� c '...... .' -- BERTHA CVT'" `� - AS S Accordion Shutter System L�1 L E C 0 1 N c. ■ ■ ■ ■ KV. aAwE,�w Cam?w/o KY WINDDOM SAM American Shutter Systems REV.ro DESCRIYf10N DOTE DRAWN Of:Y,L TIwT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 13-031 4/u/1 DATE:04/13/15 �' STATE OF :'Cr_ Io d H vG.•S:.. a.,Y1Y. A CFNS.FLORIDA 331U _ PF.arle 30 (305)871-1531(305)871-1531 4268 WesLrOOds Drive 2 DRAWING No - F'• URI 'C1 ,.-:::c ❑11-1.111 -, West Palm Beach, FL 33407 3 F''•........ ' 15-086 CSG � [a-aweTlT 4 /ON.AI E ,.L a A r..ur P._ S SHEET h 4 N`��`` FLCrcL',L:c / 4919, P.E. SNRLry9t�'dlAtURE/DALE 6 6 OF 18 J v1 N i i � Z m m m 8� 0p w V m g m P P,a C: Z S Z 5 so 7m i boam�amwmAe1gnKhn u*141, 1 1 i 5 ql a m bamm�bmmmmmm III 111 1 I I I I 1 1 1 I I I I 1 I 1 I S a + awawwmgwwnam. 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SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TWE. (SEE M,)UNTINGS ON SHEETS 14& 15). !E� LJ ED !�T F:Z�A T PH- SOUTHERN SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2-MIN.CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAMWUY sem("1 WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & 10W FLOOR MOUNTINGS 1W, 4W, 7W, 9W & IOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 1 O FLOOR MOUNTINGS MOUNTING 6W & 8W 6W & 8W 6W & BW 5W A I4rAIAE IUD OM ASA).VaxN WwK Tao(N.) 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EXCEPTION:SEE NOTE 2 BELOW. - 2 ANCHORS C NS HOLLOW G SCR SHALLSAS BE AS PER 12 SPENG TYPE 2W.SHEET'" AND ® H V WINDOW BLADE #3 WORKING I N UNISON * SHALL CONSIST OF LAG SCREWS k5 PER NDS 2012 SPECIFlGTIONS. 3.SUBSTRATE SHALL CONSIST OF INC FOLLOWING: --- -SOUTHERN PINE No.2 W/C-0.55(ND.S) -DOUGLAS•FIR W/C-0.50(NAS.) SE _SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) •DECADE(F AON SHEErIONS OFUI B.FOR -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -YIN.1/2*COM PLYWOOD(1988 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND 9PEaFICATIONS PER NOS 2012 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) AAA�`G�i\.Tit /l A� ®2015[ASTERN METAL SUPPLY, INC. LENS �9�- ��-nx BERTHA HV'"1 16� s A.S�S�A Accordion Shutter System KV.RACE#3 W oR w o KV. NM RADE TICCIT TESTING 8 American Shutter Systems REV.N. DESCPIP710H DATE DRAWN BY:Y.L F.Nr,INEERING COMPANY o'•, SATE OF ;��; Association, Inc. 1 OLD 13-031 471371 DATE:01/13/15 43^5 N.N..1.S,h.51..S:,XLi,NN2NM GVLXNS.RdrIDA 311 x;)871-13.50.Fug (JOS)37I-1l41 4268 Wcs(roOAs Drive z ( DRAWING No -111:tdk c QnN..n :'lest Pulm Dcoch, FL 33407 s ,,,�,SS ONAi E ra-S767,3 4 15-086 rqat _r4: IT 1%I61 s SHEET _u u P.E. SEAL�Tt;NA'f��2E/DATE D 8 OF 18 CONCRETE ANCHORS - „_....�_._...... _ POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REOUiRED ` \ CONCRETE ANCHORS(EXCEPT ��-' —✓�-- T—T __ ALL POINTS SOLID SET)O 6' -�/SLA13 IF O.C.(SEE NOTE tON SHEET 5 APP •"a-�.D.•:- LICABLE •-'.'v.• FOR LIMITATIONS)�• PUURED GUNCRETE OR co 11 CONCREIF 3LOCK — _ 1/4'0-200/4'S.S. I� •t RE+TUIREO EO I Q MINE SCREWS USING • I- II, �..•.. 1/2 5A 1/8•-20 NUTS S SO.C. 2 FI/4"3.nD EXISTING 1 MIN. E.D.; ', 1/4'MAX. GIDS , To aAss m NCHUDIXESI. I 01 O Gas- f 1 I W CLAM Ir[ i i 0 CEILING MOUNTING INSTALLATION EXISTWG TD^ Ts) I O t ✓� i i ' ! ! 1/4Y0 ITN BUIUDLX T.WCOV W/A1NA4CED THRFADFORM MAX. ��rioA TECHAOLDG(OR 1/4.0 POWERS FASTENERS TAPPER+ m awls MC1ORSS,W/ 1 3/i MIN.EMBEDMENT O 6.O.C.FOR I I 1O OR (� Lk'TO 6'-0.SPAN AND 4'O.C.FOR SPANS LAR(OR w van el THAN 5•-0'UP 70 7*-6•MAX.APPLY SF14lNT AT EVE:(FASTENER HEAD(IYP.)(SE`c NOTE tat SHEET 5 A EXISTING ! ! 1/yMAX. FCR MITATOtS) 1/2• CLASS CONT. SEALANT TRit I 910x3/4'HEX WASHER HEAD y; MAX. K- ALTNATE INTERIOR 3/e TSC SCREWS O 9.O.C.-- �1/4.O-20x3/4•SS MS ANCHOR LOCA 0 3/A' EXTERIOR CONCRETE ANCHORS USING 1/4-0-20 NUTS © 7 (SEE SCHEDULE ON SHEET 7) .';'• •its ® 12'O.C. e 1 EXISTING NON STRUCTURAL EDGE OF- • =- � X/2I ' 00E'.Q�]IINI. I .500` WALL TRIM (DECORATIVE SUB IF EDGE SILL) APPLICABLE SUB I MPUCIHLE ,MIN; ¢' POURED CONCRETE PWRm ,.I- REQUIRED REQUIRED E.D.- p,4• l', ® FLOOR MOUNTING INSTALLATION O a NOTE:THIS INSTALLATION SHALL BE REMOVABLE 9Q KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADIACENT TO AN 4 ED.=EDGE DISTANCE MAXIMUM A.S.D.DESIGN PRESSURE: +64•72 psi OPERABLE EXIT OR ENTRANCE (SEE NOTES h SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-B' NOTE FOR rOMEINATION OFECS TIONS: SEE UMS[ATIONS OF USE FOR BUDE QH SHEET IB. INSTALLATION DETAILS (CONTINUED) 1-SEE SHEET]FOR TYPICAL SMUT-IFR ASSEMBLY 2- MOUNTING SECRONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ®2015 EASTERN METAL SUPPLY, INC. SEA A•r ............ �, //�� BERTHA HVTTA \GENS `�9% t"1���V��■ �. 'tL E C 0 1 p c Accordion Shutter System KV.BADE#3 W/CR W 0 KV. 1MNDOW BLADE American Shutter Systems REV.N• DESCRIPTION DATE DRAWN BY:M.L *'• Association, Inc. \ on II-03I Vu/I DATE: TILLIT TESTING & ENGINEF_RING COMPANY 04/13/15•�', ` STATE OF ••Q; E31]p M.NA t.:it.,Sin.="rlry-1111.0'1,rLDRM 331E PL9:w (305)971-i'..W Fa• (3f5J371-1531 4268 Westroads Drive 2 DRAWING No ?fie'• F�OFiIOQ \�? =woolc,m West Palm Beach, FL 33407 3 DMA1.�\,0��``` •a~r.tc..J!!UTT . _ s SHEET -. P.E. SEAC'JThIQtILieT11R�/DkFE s 10 OF 18 SEE END WALL CONNECTION -'— --'�� --' DETAILS ON SHEETS 10A. 13 k I6 9D I INSTALLATION WITH �1) OR � HV BLADE W t SEE NOTES �ESLOCKS @ OR ON HV LOCK ISD 4. HV CENTERMATES & OLfT I I EYISTING GOSS SCALE 3/8"=1" ♦ SEE LIM ATIONS OF USE FOR SEE END WALL N BLADE 8 ON SHEET 10. CONNECTION T� DETAILS ON SHEETS 1 oR 10A. 13 AL 16 L-- --____—___ -- --------------------- --------- -- i 2 OROOR©+OOR 8 ---- ® ® O �l O 7• IIY—_-- MIN.SEPARATIONTO LASS OR OR + OR!02 + IN.S6'ARATIOt MIN.SEPARATION (SEE SCHEDULES MIN.SfYArtA (d� ,�"� W/INSIDE LOCK"TO W/OUTSIOC LOCK TO ON SHEET S) 6 OR TO GLASS 9 OR®OR V+@ LASS(SIE sCriEDULE GLASS(SEE SCHEDULE I N O ©(SEE SCHEDULE On SHEET 5) ON SHEET 5) (INTERIOR) ON SHEET 5) I I SEE END WALL CONNECTION nOR IM DETAILS ON SHE 10, 13 1fi 9 �OR®� ®ORI OR OR , I OUT (09ERI0R) (EXTERIOR) I 0 SECTION AT END (� SECTION AT OPPOSING SECTION AT SYMMETRICAL I (DIRECT MOUNTS `J CENTERMATES W/ LOCK 16 OR � 2X-12112-WALL 2•.2-.1/e'.0•- 1 0 CENTERMATES W_/ LOCK 16 OR �LS � (8063-r6 AUJM ALULL W/(2)1/4.9 TAPOON AH ------ 2 OROOR a+ ]�OR 8 —__-- ------- ---- --------- ----- 1QA. 13 16 TO CONOZETE(TOP/BOrrOM I 1/2' O O O O T ----- --- (4)OTOx1/2'S.MS.TO I 10.3/4'S.M.S.0 12' OR L� OR 8 + 5 OR 2 5 I Mut.SEPARATION MIN. SEPARAnON AT EACH Amcu: O.C.FULL LENGHT. uiN.SEPARInON ITN.SFPARAiKk1 10 GLASS TO GLASS 70 CLASS W/INSIDE TO aAss W/OUTSIDE (SEE SCHEDULES (SFE SCHEDULES 10 I N oR 4A OR®+( LOCK(SEE SCHEDULES LOC((SEE safnLAEs 6 W�®7 ONLY FOR SECTION 10 ON SHEET S) ON SHEET 5) ON SHEET 5 ON SHEET 5 (BOTTOM) lV _ —___—___—_ ___ _ ---------------- - -------------- I _—____ \ Z: 1/2. 0 ' 13 14 OR 1 3 OR 1/ 15 1 1 6 1/2- 15* SEC ON T SYM T CA ("') I3 SECTION AT OPPOSING CENTERMATES W 1�? SECTION AT CORNER POST OUT / 1 • LOCK D CENTERMATES W/ LOCK 1��" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `A,,,L R A.TI("'''A ®2015 EASTERN METAL SUPPLY,INC- ........ .. NC..... ... .. BERTHA HVTM Accordion Shutter System x�JKV. RADE w/OR RV. NDW BADEEI � c! S S■ ■ = American Shutter Systems acv.Na DESCRIPTION O.TT DRAWN B7:M.L. ilU.1T TESTING rc ENGINEERING COMPANY Association, Inc. 1 Om 13 4 1 ./u/1 DATE:04/13/15 a' STATE OF csv".,. ,,.sl..:. xr,vxc.aA cxyo._;. LOPOA 3IG — 4268 Westroods Drive 2 �� Prue T3a5j971-15 i.r-:(3051871-1531 DRAWING No .t�OAIOP.•�i re«"o.,oi.,r: West Palm Beach, FL '3407 3 p "I" N . "cFi-Iinn6711 5-006 ' (JNAI ECSC �` w.ir_n A_ T„Lir.Ja P.= 5 SHEET P.E. SDlil 'IGMTO"E/DATE "' 6 - 11 OF 18 SEE END WALL INSTALLATION WITH — IT SLRIES 9444 ALUMINUM • SEE NOTES ON HV 7''LOCKS 21 ON CONNECTION DETAILS ON (2624-T3 ALLOY) LARGE FLANGE THIN SHEET SHEET 4. SHEETS 10A. 13 k W/16 O HV BLADE NUTSERT, PART t 0820,AS MANUFACTURED BY H V "T" LOCK C E N T E R M A'T E S JE11LRSEY CHERRY OR EQ N, PARSIFPENY, NEW OR 3 OR 6 7 OR $ -—�/`----i JEFSEY 07054 OR EOUN- O O O+O O I —EX15i1HC CLASS EXISTING SEE END W,w SUBSTRATE N I $ & 9 CONNECTION DETAILS ON oR oR®+O oRO+O 0 SCALE 3/8"= EM 10 , 13 A 16 — L-- ---------------------------------- ----------------- ---------- j --(DOR(3)OR 6 7 oR $ �--ISnNC CLASS / ® O O 0+(5) O 6 1/2 MIN.CLASS SEW/OU N MIN. SrpW/INSIDE MIN.SEPAFAn01'! OR OR + DR + TO GLASS W/OUTSIDE i0 C10.i5 W/INStOE TO CLASS MIN.SEPARATION 9 LOCK.(SEE SCHEDULES LOCK (SEE SCHEDULES (SEE SCHEDULES TO CLASS ON SNEEi 5) ON SHEET 5) ON SHEET 5) I N (SEE SCHEDULES (1 IN 3 1/4• 0 SHEET 5) 7 / 4" ------------------ — — -------- 27—— —_— 27 - —-—-—-—-—-—-— i — ——— — ———— 1 90 VARIES / 18 � 19 g VAR ES zsF 2s 14 10 20 1/2' MAX.SLACK SECTION AT END OUT ` - OUT 6 1/4 S-2D a I _i (DIRECT MOUNT) S.S.M.S.W/'/4• K SECTION AT HV "T" LOCK SECTION AT SLACK DETAIL IF APPU96%n C �- 5/8-RNNITT T. 21 eXtmrlc cuss MIN.SEPARATION TO GLASS CENTERMATES WZ LOCK 1 ---- (SEE SCHEDULE ON SHEET 5) ---------- -------------------------- - ------------ ----------------------- 2 OROOR©+OOR $ O 1/2. NLN.1 T�N R®OR®+O ORaI- rj TO(SEE SCHEDULE LASS 0N3 1/4" 5/8- 5/8-ON SHEET 5) INSTALLATION WITH I I N 10 HV BLADE W/ HD CENTERMATES ----------------- --— ------- — —— ------------ ————— — , ` 1 SCALE 9 23 23 22 1 22 OR OR SEE NOTc-S ON HO LOCKS®ON SHEET 4. OUT as 25 24 22 as 25 24 20UT 17 SECTION AT END (DIRECT MOUNT) ® S TION AT SYMMETRICAL HD LOCK CENT AES W4 HD LOCK-0 FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) A. Tl�/A�i� 6 2015 EASTERN METAL SUPPLY,INC. P` ciT /� BERTHA HVTM _ Accordion Shutter System 11LIE ® s b E . ■ ■ ■ ■ H.V. aAM#3 W/ce w/o KV. ti+lNOW MADE *; = American Shutter S stems xv.n, MCRIPTION N. DRAWN eY:M.L.-�•,��1� /! -z TILLJT TESTING & ENGINEIMING COMPANY y v :�.DmnA 33". Assoctatlon, Inc. t o0 13-031 13/15 DATE:on/ts/ts ",.:(309)971-1531 4268 Westroads Drive 2 DRAWING No West Palm Bear-h, FL 33407 J 15-086 4 SHEET P.E. SEdI'f91fNA`IURF/DATE e 12 OF 18 END INSTALLATION INTO CONCRETE:. OR _CONCRETE BLOCK WALL® _.POURED CONCRLIE POURED CONCRETE SCALE 3/8'=I" _�M1� OR CONCRETE OR CONCRETE POURED CONCRETE BLOCK WALL REQUIRED / -- BLOCK WALL REQUIRED /� ---J,� -- -----/' OR CONCRETE _ POUP.ED CUNC^,RETE OR I'.^ .'`y�.` L W:.LL REOUIRFO •T' •�6 CON77EfE - CONCRETE BLOCK W.v1 ff - 11 ' 2 MTI EXISTING GLASS EXISTING GLASS / REQUIRED J ��.�••� '�ANOX)R a 16 O.C. �'' '•' .}• 1 EXISTING,GINS`- - NiN.. • _ ____ ___ !A. �-'--.-'—,.--- _� ,I. EXISTINC GLASS '.EOE• •.EO'.- :I I 1/16'.3'MAX. (LOCATE AT• - (6063-T6) CONT. / �•`�}� ALUM. r,L05EH 4-USE 1•OR 2'MW(. T7- f OTHER SIDE\7 / 1 1 ocQD ) PLATE. (LOCATE AT ` �ASMAPF�C4F)P) >rl/B■0'-2. 1 ( Z EITHER SIDE OF 4) ANGLE (6063-T6 ALLAY)AT MIDNEIGHT i —_—_—_—_—_—_—_ W/(1) flaxi/2'S.M.S. Ta BQ 9 BI0 1/2"S.M.S. - ------- 10x1/2"S.M.S. --------- - 1 f 1 f O 16.O.C. _ O ,6'O.C. T(I,IO.Co(LOCATE AT MER \ / 1 / COR® ! 1 OR SEE DETAIL X FOIL/ 9 SIDE SEE DETAIL X FOR SIDE CONNECDON /` / A RJ-- 1 OR /{ SIDE CTO TRA I 9 TO TRACKS SEE DETAIL X FO TO TRACKS SIDE CONNECTION ,.� OOROOR©+COR® 1 OR @TO iiUICKS OOROOR©+COR $ OR® O OR®+ ORO+OOR®OR®+( 2 OR(�y'ORO+OORG 0 END CONNECTION DETAIL^^ END CONNECTION DETAIL OR®OR®+O ORO+COR@OR®+� OR(4)ORJ+ 5 OR(J+ OR®OR®+() END CONNECTION DETAIL ® END CONNECTION DETAIL 0 i REONRED ONLY FOR SPANS GREATER THAN 12'-0- -. . •....�•' Isnnc cLnss POURED CONCRETE OR _ COUCRETE 5L0CI{WALT. IX - CLASS 9 EQUIRED diD;lj2',snx' :q 1e^O:C.• --- — �OOROOR®OR r�fo yorKrtEiE r •:.";:'.. ,/2-M N. D —— —— ---- ©OR®OR® !Oi.0.t :o.G:,, 1 a'r;ooitc(s .''• ' ANCHOR .` •;z'!Min. O OR® OR O PLANIV EW Y t r ` �, ©DR®OR® 1 DETAIL X OR 1 OR POURED CONCRETE OR O O O� O CONCRETE BLOCK WALL 2 OR 3 OR 6 OR 8 SEE U ATK)NS OF USE FOR REQUIRED � BIADE ON SHEET 18. OR®OR®+O OR O+O OR®OR�+@ 5Q END CONNECTION DETAIL © END CONNECTION DETAtI, FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone) 0°�o1,R A.ITI((�''l.,,' ®2013 EASTERN METAL SUPPLY,INC. ��E ..•••••-.. BERTHA HVTM P ENS _ Accordion Shutter System 'L ■ ■ ■ ■ RV. I3AOE#3 W1 OR w o IRM NDON DAM TII_L.IT TESTING & ENGINEERING COMPANY American Shutter Systems M.eo DESCRIPMN DATE DRAWN BY:W. a_ •�,� Association, Inc. 0D 13-031 ATF-' I]/ STATE OF .c xs,N.+ rm.s...s.. s.vacna cNOJs,Rnaa.olu (soT)a;I-Ca».FJ (sos)an-ts3l 4268 Weslroods Drive RYN/GIfi No ' F( 10P ` ��;:Ono.:•.o,•a West Polm Beoch, FI_ 33407 3 ,,o��.• oR ar��,,: S_:JJ A 7 1 4 15-086 �.,, SS;IrJ•--I-•`Cc ``�. .a.��� .Ica�:. .. s SHEET �I�1�;A61V1�RE/DATE s 13 OF 18 0.1875- 12' 0.GE;Zb 0.0625" I2'TOII EIEAftl1 W WINDOW BLADE 03 SECTION X—X 1.0625" BLADE'S-� I 3-0 OPEN14G /I 0.0625" POLYCARBONATE SOURCES FOR 38 R1.1.J511" ttt TYPICAL PROPERTIES APPLICABLE STANDARD RESULT FLAT PORTION .& % \1 REFERENCE OF BLADE /� X i. $ I I ` �/ / x P1iYSICAL: 30 W WINDOW _.-1 '} SPECIFIC GRAVITY ASTM 0792 0.043 Ib/In' 0.043 Ib/in' 1.3750` TENSILE YIELD STRENGTH ASTM 0638 9.400 p.s.i. 9.500 p.ai. FLEXURAL STRENGTH AT 11E1D AS1M D790 12.900 p.s3. 13.400 p.s.l. FLEXURA.MODULUS ASTM D790 340,000 p.s.i. 345,000 p.s.i. + kx 6; 3� IMPACT: NOTCHED IZOD ASTM U256 18 FT-Ib/in 17 FT-Ib/in \ J/I /i�Jl � � FIRE BURNING CHAUCTERISTICS: / I v L ti �•✓ SMOKE DENSffY ASTM D2843 47.2 S 64.5 L MAX, / _ .`• RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS m3.1111 ;n��}.�Jf� SELF IGNRION ASTM D1929 1040•F 980•F 03.7500' 2 7/8'MIN.CLEAR I I f 2 1/4'CLEAR t WEATHERING ASTM GI5.5 SEPARATION BETWEEN I BETWEEN TABS ON CENTERS p p• BLADE OPENINGS I TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 s.i. 8840 s.i. ---- 0.7501" TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 Pa.i. 8880 p.a3. I POLYCARBONATE IMPACT RESISTANT HV WINDOW I l� BAYER MAKROLON 3103 POLYCARBONATE I\ /I RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION I SCALE: 1" = 1" I "TO MIN.C &BICE E EDGE 4 TYPICAL 1A HV WINDOW BLADE #3 AND SCALE: 3/8"=1` I I POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HV" -_ ASSA y ��® 1 Accordion Shutter System H.V.RADE W OR W H.V. VANDOw BLADE TILL.IT TESTING k ENGINEERING COMPANY American Shutter Systems Im.Ib DE6CMP710N DAN DRAWN BY;YL *[ * E*c em s..,s«_ oa, c npna,nnaa 33161Association, Inc. I OLD 13 '/13/15 DATE:04/13/15 ono„ :is,�s>b71-Issn.Fn,:(305)e7l-1531 42'08 WesTToads Drive 2 DRAWING No a STATE OF r = :,"Ie Oee m,a West Palm Beach. FL 33407 3 %���'• FCORIOF ��` Es-c OD71R 4 15-086 aY.. �\ rvN- A. i.U,T k.P.F- P.�!i� l Clry,7';7�)i11 F- �,';•a.L.: { +.sle? SHEET 6 s 17 OF 18 Nunnun GENOW IIMIiATIDNS AND CONDITIONS OF USE FOR REWHA U2 3 1 4 Til HV RLADF f3 ACCORDION SHUM SYSTEM WORKING IN ��"' UNISON WTTH IW HV WINDOW BLADE 1.3 y1. AM.A.S.D. DESIGN PRESSURE RATING: "2, -62 p.0.f. I- - - 1� - 2. WAX.SHUTTER SPAN: 107"- 8'-11"0+62. -62 IM VW. SHUTTER SPAN: 114'- 9•-6' U +55, -55 pd _ 3.ALLOWED MOUNTINGS: 1.2, 7 d<B ON SHEETS 9 h 10:AS WELL AS 12 MDUNTINGS IW, 2W 3W, 4W,SW Qc 6W ON SHEET 14. 6 MINI IJV t.%� 7 4.ONLY CENTERMATES 13 ILA (00TH W/ 16 OR 1®ARE ALLOWED WITH 1© rOl ao�r Oa ARRANGED IN A SYM IAYDUi. LAV r` E TYPP EA HD 5.(A)@ HV WINDOW BLADE Q3 SHALL ONLY N10W A MAXIMUM OF 5 OPENINGS(1'0 HOLES)FOR®PFR BLADE AT SPACINGS SHOWN ON SHEEP 17. MAX 5 WINDO AILDWED AT (B) MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF IA HV WINDOW BLADE/3 WINDOW BLADE 13OF ANY 3'0 HOLE FOR®SHALLBE 12 FIAXINIIW (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE SHUTTER SPAN HV WINDOW BLADE 13. SEE LIMITATION NOTE'- (D) 1A HV WINWW BLADE/3 MUST BE USED ALTERNATE TO A SOUDOI HV $ BU+DE 3 THROUGHOUT SHl1TTER•S WIDTH. (E)CENTER MATES SMALL ALWAYS BE INSTALLED AD.NCENT TO A SOLID IOHV BLADE P3 AT EITHER SIDE OF THEM. (F)POLYCARBONATE W WINDOW J®SHALL BE INSTALLED SO TT&TTADS FACE / THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW&,MUST BE SEEENDTX)1� 3 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM BY ASSA, DETAILS ON SHEETS1D INC. � 13 h 16 TIP.FULL ` HEIGHT. P �y 12" 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME L{ MINIMUM c� BUILDINGS ON SHEET B.AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 k 2 ASOVL7. 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6 k 7 AS LIMITED BY SPAN (SEE PIAN FOR REQUIREMENTS) AND DESIGN LOAD(SEE NOTES 1 &2 ABOlE). 2 8 TYP TOP&BOTTOM 'NULIITED WIDTH W &SEE MINIMUM SEPARATION TO GLASS ON SHEET S. - ELEVATION 3 ®� SYMMCAL CENTERMATES @ a' 14 — 9 W/lJ"R Q 13 —4 ' \ TYP. 1 14 TYP. PIAN 1Q TYPICAL HV BLADE #3 WORKING IN UNISON WITH HY WINDOW BLADE #3 SHUTTER* N.T.S. ,1L111fI1111Tf, FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ``�\P�•\•..••• ••�// -�' ®2015 EASTERN METAL SUPPLY.INC. �,• \\GENS I'T9- BERTHA HVA"' F 7`� -- {� /� Accordion Shutter System Ti�. €5 �! 1 a1 A c. ■S■S■A■ KV. B-ADE #3 W/crt W 0 FLV. N1rmNv RIADE /� j American Shutter Systems Aa,W. OESCR10 DAV DRAWN BY:M.L. / E TILLlr TESTING h ENGINEERING COMPANY Association, Inc. 1 QW a-031 /13/15 3375 N.F.: ,� L•_,L. T;S. �4••a:A fGawl.itmO 3315. /I3/1 DATE:0� '•��'�-•.FLna„-ro-� ��` I�No;Ihzl-L='o f7.68 Westroads Drive 2(.w5)871-1531 DRAWING No T •G��.•`� _.:<c West PQIm T3euch, FL 33407 3 5-086 ���rnglnnuulaN :<_rE"?. MUT.h P— 5 SHEET nrLr:. r .< P.E. SEAL/SIGNATURE/DATE 6 18 OF 18