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Home My WebLink AboutProduct Approvals �I Florida Building Code Online Page t of 2 li am Rome Log In User Registration ( Hot Topics ( Submit Surcharge Stats&Facts Publicadens Contact us BM Site Map Unkc i Search �; Product Approval or * USER:Public user Prodpct gpprpval Menu>Product or Application Search>Application Lisle>Application Detail FL# FL1850-R11 a Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Product Manufacturer 'American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive i West Palm Beach,FL 33407 REVIEWED FR (561)7.09-8163 bfeeley@eastemmetai.com C 0 DE COMPLIAN 6E 11 Authorized Signature Bill FeeleyST" L U C IE COUNTY Irodriguez@eastemmetai.com BOCC Technical Representative Address/Phone/Email p le Quality Assurance Representative FCoF Address/Phone/Email Category Shutters Subcategory Accordion 11 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0.Evaluation Report-Hardcopy Received ii. 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 12/31/2020 Validated By John Henry Kampmann Jr. Ij ®Validation Checklist-Hardcopy Received �I Certificate of Independence FL1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 it ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code it I I - • r / .. _._._ .Jai ---")--,, --xri-TPT/XnurtT7(TC9a/2fa%o2ftCOh... 2///'2020 8/15/2018 Florida Building Code Online TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded togE Drawing# 17-103 retained by tracks to provide hurrican( Limits of Use Installation Instructions � Approved for use in HVHZ. Yes FL1850 R11 Tj AMERICAN—§h= Approved for use outside HVHZ: Yes DRAWING 17-103 BERTHA EY_ACCO) Impact Resistant. Yes Verified By: American Test Lab of Sou Design Pressure: N/A Created by Independent Third Party: Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Evaluation Reports positive ASD load and 13'-0" for 35 psf negative ASD load for one FL1850 R11 AE AMERICAN Shl= specific condition shown In span tables. See additional loads and DRAWING 17-103 PRODUCT EVALUA spans on engineered drawings. Created by Independent Third Party: 1850.2 Bertha HV Accordion Shutter(Combo) Extruded aluminum interlocking blade: - HVHZ - Drawing#17-102, and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN-3-H.U=5 Approved for use outside HVHZ, Yes 17-102 BERTHA HV ACCORDION SHU Impact Resistant: Yes Verified By: American Test Lab of Sou Design Pressure: N/A Created by Independent Third Party: Other: Large Missile Level"13". Max. span Is 13'-2" for 30 psf Evaluation Reports positive ASD load w/o window blade; 16!-0" for 30 psf negative F185 R11 AE AMERICAN SHUjjEI ASD load for HV1 blade w/o window blade for conditions indicated DRAWING 17-102 PRODUCT EVALLIA on schedule #1,sheet 12. And 12'-3" for 30 psf positive ASD load Created by Independent Third Party: w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. Z03 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blade! 11 Only (HVHZ) - Drwg# 17-122 and bottom) for storm protection _0 Limits of Use IN Installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN'51-1 UTTER Approved for use outside HVHZ: Yes DRAWING 17-122 BERTHAIHV ACCO Impact Resistant: Yes Verified By; American Test Lab of Sou Design Pressure: N/A Created by Independent Third Party, Other: Large missile level"D". Max, span Is 16'-0"and 14'-9"for Evaluation Reports 30 psf ASD negative load depending on centermates and locking FL1850 R11 AE AMERICAN SHUJIET rod configuration for the HV1 blade, W-O"for +64, -72 psf load for DRAWING 17-122 PRODUCT EVALUA HV blade for Keystone mountings 7'-0"for +75, -75 psf for metals Created by Independent Third Party; stud mou n4ings and 8'-0"for 110 psf. for HV1 and HV1A working in unison.'See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. https://floridabuilding.orglpr/prappjtl.aspx?param--wGEVXQwtDqsg%2t%2ftCOhpJQostShOCDrfdDsZb2inLQgznMcxp°/a2b7HAWW`/*3d°/�3d 2/3 8/15/2018 Florida Building Code Online I Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer._gRyrj.ght 2007-2013 State of Florida. :: Privacy Statement :: Ac5essibllity_5 Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions„please cor Section 455.275(1), Florida Statutes,effective October 1,2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455, F.S., please click ham• Product Approval Accepts: Credit Card Safe 'I ii II I' I httpq://fioridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgs9%2f%2ftCOhpJQoe[ShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 3/3 GENERAL NOTES, 1,BERFM N.V ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION) OF ME FLORIDA BULUUNG CODE TRS ACCORDION SHUTTER SYSTEM MAY 8£INSTALLED AT MCN VELOCITY HURRICANE 20Nf5. TABLE OF CONTENTS DESIGN W1N0 LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE UENDONED CODE,FOR A BASIC NANO SPEED REQUIRED BY ME JURISDICTION WHERE SHUTTER WILL BE A INSTALLED V4M A DNECTIONALtTY FACTOR 1Td-0.65.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.O.) Y�N DESIGN PRESSURE RATINGS INDICATED OH SHEETS 11 THRU 15, 19&20. AREA 1: HV BLADES U IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10$HALL BE FIRST REDUCED TO AS.D.DESIGN W1140 LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TD COMPARE THESE W/MAIL.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15. 19&20. GENERAL NOTES SHEET i SYSTEM COMPONEMS 1-20 SHEET 2 ION ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 n INCREASE IN ALLOWABLE LOADS FOR YANG LOADS WAS VM USED IN THBR ANALYSIS.BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.Y.ACCOR010N SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 7626 OF THE ADOVE MENTIONED CODE AS PER ALL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 _1N BLADE(D}10214.01-03,J0715.01-03.$1004.01-05.81214.01-135.803/7.02-06,0609.0/-T)AND 20210.OI-11 AS PER TAS 201.TAS 202 AVID TAS 203 PROTOCOLS P AREA A NV BLADE H7 AND HV WINDOW �-�B A E ISA &81220.01-TD AS PER TAS 201.TAS 202&7AS 203 PROTOCOLS LARGE LOSSILE. - --- -NY WINDOW BLADE ®B05DS.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-00 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2.HV BLADE Q AND HV WINDOW BLADE ® ARE E14GINMED 10 VIORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED Ott SHEET 19. INSTALLA71ON DETAILS A-F.CONCRETE/BLOCK SHEET 5 INSTALLATION DEALS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECDON 70 TACKS SHALL BE 8 14X2-75 AND y 14x1.75 RESPECTIVELY,410-Hr MINIMUM CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksT YIELD STRENGTH AND 180 k1F IENSRE STRENGTHL PINS SHALL BE COATED YAM BERTHA HV OAGROSPIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FIV MARKING ON THEIR HCAD. CENTETMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXRLUSIONS SHALL BE AIXURL3M ASSOCIATION ALLOT AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6053-16 ALLOY 1S 31.7 k1T AND 35.7 k1i END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 FOR 6005-15 ALLOY. MAIUMUM SPAN TABLES SHEET 11 S.AIL SCREWS TO BE STAINLESS SFEEL 304 OR 316 ASST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WTM 50 l,sl IAN.YIELD STRENGTH AND 90 k13 TNN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BV;MNG CODE SECTION 2411.3.34. ANCHOR SCHEDULE- CONCRETE SHEET 13 &BOLTS 10 BE ASTM A-307 GALVANIZED STEEL.OR A151 304 OR 315 SERIES STAINLESS STEEL YAM 35 ks,MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:L(V BLADE O.12.13.14,14.0,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 1S HV BLADEIO&® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 75 INSTALLATION DETAILS S-X,WOOD SHEET 17 0,THIS BERTHA M.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT[6'779,582.COMPONENTS OF'MIS APPROVAL ARE COVERED.IN WHOLE OR IN PART DY U.S.PATENT JS450.179 ISSUED 70 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 EASTERN MEFAL SUPPLY,INC. 9.IT SHA!!L BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE VNNERE SHUTTER IS TO BE ATTACHED TO N.NSURE PROPER ANCHORAGE.CONTRACTOR TO RE �'�N SEAL/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT NOTH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AA & HV MNDO.W BLADF A ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH VIARMING NOTE DURING PERIOD$OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE AIR. O11.i.� HV AND ND CENTERIAIES.AND ENGAGE OR LOCK ALL Hv AND HO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11.SHUTTER MANUFARUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE RWM SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY VAT"SECTION 17099.2 OF THE FLORIDA EULDWG CODE. AGFA ¢: HV WINDOW BLADEIn ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDCATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY ME JURISMCDON INSTALLATION DETAILS,METAL SND WALLS SHEET 2D WHERE PERMIT 15 APPLIED TO. 13.(o)TRS P.E.D,PREPARED BY THIS ENGINEER IS GENERIC AND ROES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE CONDITIONS DEvATE FROM 711E P.E.O. (6)CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION,PURCHASE AND INSTALLATION ANCLUO NG LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT STC IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PP.OMECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WRt.BECOME THE ENGINEER OF RECORD(E.O,R.)FOR ME PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF R.ORiDMA BE RESPONSIBLE FOR ME PROPER USE OF THE P.E.D.ENGWEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO MA P.EO ENGINEER SHALL SUBMIT TO THIS LATTER ME SITE SPECIFIC DRAVNINGS FOR REVIEW. ()ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED n: FLORIDA BUILDING CODE (High Vetocity Hurricane Zone ©2017 EASTERN METAL SUPPLY,INC. BERT HA-HVM © Q Accordion System A.S�V.Aw } H.Y. MAX$1I Wf CR W/O KV.WNDDCW.LACE �4> American Shutter Systems REv.Hu I DESCRIPTOR OAT[ DRAWN BY: lel TIWT TESTING &ENGINEERING COMPANY 1014/07/17, DATE' 09/p2/37 1 Association,oo Inc.c1 OLD 15-D3O ��•'•F� �.� ASN: N.'155 rr.w.36IM ss.s1..305,YAGiroA cNROTNs,sLGRa 343 .ERS N� Phone:(305)871-1530.Fe::(305)871-1531 4268 West Roods Drive 2 DRAWING No �'0=6719.eA.A (1Ye)Palm 04 .I FL 33407 4 ��-�� -�"-� WALTER A Run Jr.P.E. PNwnr 8OQ 032-2204 .Fcx:(567 ^8380 P.E!SEALISIdNIATURE/DAT'E FL°Ruu Uc 1 44167 5 jH E 20 VARIES 1.491" 1094,.a"EUL R N 1.91B" 0_..pr-.�� 't 4.371 L .4857• {_ 0.999' ! r .375'!• N 1 Gy p?j r. ljHY SOLID BLADE 3 HV UNIVERSAL FLOATER j' 6r 5fHV 90•�1s0' STARTER (LI OUAUFFEO ?R USE V!/ COVERED UNDER US PATENT # 5458 9 OUALIFlED FOR USE W/HV BLADEI alt HV BLADE Wil' (IAR 6005-T5 ALLOY AND TEMPER QUALIFIED FOR US Vl V 5063-TS ALLOY AND TEMPER �. �,�BD 111 -SEE LI.TA7FON5 OF USE OF BLADE ON SHEET 19 6063 ALLOY Art EMPE .t2 .r o: ' 6063-76 ALLOY AND TEM R 3.226` 1.500` Dnp) 67 nab• 2.670" _ .994`•. ..6701.00T! I - .670` 2.226- !o, '^C •072 � 1 a1.43 Z.0512- 4.436' .092' 1 ----....•...--... o.7• L7 i HV MED W/LIP 1 4.136 i _j 1920= 1.375 ''c 0.072" 3 7zs- �7zz_ pUAUFtED FOR USE Vl/HV I$} V — ,-�. BLADE(t! OVAUFlED FOR U E W/ {�}J,YTT.RENCH TRACK '-6,14V W. FLOOR TRACK 6063-16 ALLOY ALLD TEMPER BLAOEi. . OUAUFIED FOR USE W/HV OUAUFlEO FOR USE W/ HV 6063-76 ALLO TEMPER BADEI'l !ONLY. 6 HV RAINGUARD BFABE 6) .. 6063-16 ALLOY AND TEMPER vOUALFFIED FOR USE W/HV AY ID.ALLOY D.TEMPER ^_. VARIES 1.936` BLADE(1) Ili 1" _1.915' ' vNaES 1.936" 6063-T6 ALLOY AND TEMPER L-0 .)183' ..0,0 OBS" - - — .125' 060' _ bD' � � ' L670` � ! .093' • `o' i.F 67; i6T0' 1.685' �. 'S7W-j `�3520" t o ' 3 20` +111 HV CEILING HEADER i2- HV HEAD RMLL HD CEILING HEADER/SILL _ 3574 '3 ! r- QUALIFIED FOR USE V// HV BLADEi1:ONLY QUALIFIED FOR USE Y/j NV BLAQEsI' �14'HD WALL HEADER�$ILL OLTQLIFIED FOR USE W/ HV BLADE.1)ONLY. 6063-76 ALLOrT AND TEMPER-' J �J SEE SECTIONS FOR VAUDRY:' SEE SECTIONS FOR VAUDITY. OUAUFFED FOR USE Vl/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY, 6063-T6 ALLOY AND TEMPER x_ 1y t COMPONENT ATI 72 i >� X 1Ati Y MIL 1 X Y t i 2" IS'MAX, 1/8" tfb` R'• 5'LKJ 0.192" ;16.' SWE ANRE5 i B t� 4UALIFFED FOR USE W/HV ALUMINUM ANGLES /1.,,9� 2.5" !]"NAX.i D-19D`f O.19D' 60 CORNER Py�TCJ BLADE it; OUAUF1ED FOB USE W/HV I I QUALIFIED FOR USE 1Y/HV 6063-76 ALLOY AND TEMPER BLADE+,1„�ONLY_ 3xi; t 2- 16"MAX.=0-139-,O.t31' BLADE CD 6063-76 ALLOY AND TEMPER 1 I 6063-T6 ALLOY AND TEMPER 17A;7�AAl.R� FLORIDA BUILDING CODE Nigh Velocity Hurricane Zone) A. 0 2017 EASTERN METAL SUPPLY,INC.-" , � BERTHA HV7M i i L 1 E C O �N A■S.S■�,■ Accordion Shutter System H.V.BLADE#1 w/DR w/0 Hv WNDON BADE American Shutter Systems 8W.R. mscmPnaM DALE ORANN M M.L. TILLIT TESTING k ENGINEERING COMPANY Association, Inc. 1 ow is-Osa $ATE{) fozfl7 DATE: 06/02/17 LJ55 tlSt 3.IA.5L,Sb.344 VACA'y GK.9DlS.ROiia.a A15 PFnre:(305)871-1530.Fa,:(365)671-1931 4265 utast Rocas D ne 2 dR10` 4 ' Ylest Polm Beach.FL 33407 DRAWING NO : <G ,T .-ta.a:60.a.0oot— a 1+} `........... `,1155 NGL7ER-0005719 P.E Phone:(800)432-2204 .Pa.: (561}209-5380 4 7--`L2 R�SFGRE�%DAtE FLoaO D..TILLY 4<16T 6 2 SHEET Of 20 i 1/4'-Ia•i/27 i/a'-144 - �_ Cb76-748 ' i7+5'1 `0.33' S�S.tiuS�O r 7KP7,D� B,kLa Fw+tE'PCt 2-9—_�3—_....__ 1 a ' F >l {2 T+r.) tfir mitatn= j P.C-E CAST D—W0. Deco vuKrcn i } `` a-t • ^' CRESS IStAti n -1 'I O -{ —J svl tt: ^' m M1' -�I E j � t F o J18.8J•. �' 7.325• i ob- i r F N rQ. LBUSS enc+DER tBRlss ettn+aER o.j4;....- -45'. { i 1.! N- a.xLTs{ct<aouE {Ptad+E R nv) 1 HV CENTERMATE �o *Qf D C w= }�Y LOCK � .8,V EGRESS LQCK. QUAL ED FOR USE Y7/ HV BLADE"i- '3A,ONLY 22t HV FLOATING CENTE TE o`;"�h°�'' 3.m3• 1 .e§� QUALIFIED FOR.USE W/ HV QUALIFlED FOR USE IV/HV 6063-T6 ALLOY AND TEMPE OUA`LTF)ED FOR USE W/ HV BLADE&�A)ONLY �� BLADE.�_1,&!Sw ONLY. StADE'1 &-S ONLY. 6063-16 ALLOT AND TEMPER X23? HV CORNER CENTERMATE O'ITAUFIED FOR USE w/HV BLADELI,,,ONLY i r-250'0.0. —518:- 2.074- 6_2.874- 6063-T6 ALLOY AND TEMPER MOLDED�•-` i', 518" I 1.7 6• .92'1 4.0+5' -+�21•- SGREH 7�.079' r I L 360`AFTER RIYeZla'G .� ^�of Ot'T-� �r �d •06 " " BEFORE RNEfING ' •I - 1/4 jg•-20 x 3/4 �..� , i r 1 K It t"f ti "� S.S. THUM65CREW 1!d"t3-20 RIVNU x c ' { sERtts 944 rLuuv+Du(xot:-n ALLOT)1AaLE sw:oe 1lW1 Z2id7� -- �_ - w - , m SHE L7 fMSE A FMT/0820 AS 1lVKIrAC7UPED B!nw1 _ t "' i .B2 i GFfERkY TExfORiL PARSIFafR1r,NEW JERBEY 07034 OR 10114- PLA" - sRorn ELErcnwl 128 HY MALE "T" LOCK CENTERMATE 4 ss• "T" HV ALTE NJ2 ATIVE LOCK r27: LOCKER Ana "T" LOCK CENTERMATE QuauF163oR6u`�o/ANpvTBPORNLv1 HV FEMALE "[" LOCK CENTERMATE HV FoaCDSE QUALIFIEo FOR USE w/ HV QUALIFIED FOR USE W/ W BLADETIONLY QUALIFIED FOR USE LO HV BLADE.T 10NLY W/HV BLADE ONLY. BLADE Ct„J`ONLY. 6063-76 ALLOY AND 7EMPE)i"• 6053-T6 ALLOY AND TEMPER 1 t.si7• 1 3.161 � �— i � � n A� cI OR 43 1 t.+O:j-{ ! t I F ,/'" j -ntUMBiU6N 063- -._ .063 062 -•L w` I I i,:A162' 1 KEY CrUNDEP. ^1 .216•=- 21c'=1 -[ 1'07 ' 1_ *�In � -i t•`tett _Y3• f , 1 �-'� S+5' .� n } 0.8751 Ni.. 405 �.: f.125"Mor. .405 O )..•'I. m; ;31',HD CENTERMATE �(J NOS KING_-R01) : HD CENTERMATE W/� Q t o Q ' '-� QUALIFIED FOR USE W/ HV BLADE tom& X. OUALIFIED FOR USE W/HV BLADE 11& fy' r�, , eo+•' �.1 6065-T6 ALLOT AND TEMPER �J HD CE TER ATE S INSERT 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Wl I{V BLADED&Qly I�' VARIES,12•MIN. V 6063-T6 ALLOY AND TEMPER i I^-♦-2D SS.OR 3J8b-i6 •1.1 I 31/2' -h[ETM.iln,�85[aEt•5• t—' ' OO i 1 i (SEE 00-LS) � m- t i rt.57 Min.r LITIND£R 1.76'Mor. SOCKING $Obd LT/e. 812 LOCK !37 HV 1/4".0-20 AI 1304 BY REGEN1 HAROVIARE MORS)SE LOCftS-SER?ES_2333 liDOtt.80LT_LO^K- .._ QUALIFIED FOR USE W/ FIV BLADE y6;HV 3/80-1 B ACETAL / ' QUALIFIED FOR USE W 6063-T6 ALLOY AND TEMPER T�{UMBSCRkS � ERIES S.S. THUMBSCREWS / t{v BLADE�it&lA SS;INSTALLATION WILL REQUIRE A 7/16"HOLE DUAL ED FOR USE Wj HV BLADE( l QUALIFIED FOR USE w/ HV BLADE-`I) D�FFtLLED AT TRACKS FOR PROPER EMBEDMENT r);Arrrriirr , FLORIDA BUILDING CODE (High Velocity Hormone Zone �tT O 2017 EASTERN METAL SUPPLY.INC.._ �lPw 4iG ,vs tiT�_ .�..—.� BERTHA HVTIA A v S A 1 L ECC?i■�. ■ ■ ,� Accordion Shutter System FIV. DIRE eft W/DR W/0 KV.WI DDN HARE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REYAAn DE$OBIP1t0N DATE 71EawN 6T: M.L. t CFU!' 6745 H.W.J6N.54 W.]OS.WIGSM rJ6T015.RaFNR JT6 Association, Inc, i OLD 15-O90 /02/7 DAF- 00/02/17 •' P ,B t{b5)871-5530.Fai:(303)874-1331 4268 west Roods O=Iva 2 DRAWING No �,."= I ;•°� �t;• West Pobn Beoch. FL 33407 0-meP:6T1aeoQaoleam 3 0�/(f,•J.�-L•• � t{{1t WALTER A. P.E. (800)432-2204 .Fox:(561)209-@3B0 a 17 TILIR 11 22 "S*9Sir�41A /ATE FLoRroA Ix P 44167 5SSHEET 20 3 SHUTTER ASSEMBLY SCHEDULE FOR HV IQ HV- 0 3/6 W2-NIN.4&k�ANCE TO IRAVE 79P HV BLADE I CID ",IA -187 BLADE -06 .0625' .0625' Q Hv BLADE IA CJ I 39 M MADE'S -0 OPENTN X62 875* HV LONG RECESSED NYLON BUSHING XNUC9LJE .4 0.062-5- (TrP) i may, 39 HV SHORT RECESSED NYLON BUSHING PORIT HV NYLON HAT WASHER BIA (D OR Iq X (DO R f(D -4- W WHEEL CARRIAGE ASI 302-303 SERIES Limly 0.870"x3/16' THICK NYLON WHEEL. @ ;z r- SEPCAtREA't7R i, LLt L431!ro 13. 0.188"o A15t 302 SERIES S.S. RIVETS [ON .0625"-r-1 625" 103.7500" 7. BEMEER --0 SVDE L OPOONGS 4 4**ACCORDION ON C n 5,3 PIN IV/ #9 READ EXTERIOR S- S W." -4�5-p I .75w k z 1/4'. "MOIL HV 2 3/4'ACCORDION PIN W/ #8 HEAD 41 4 t TYPICAL HV WINDOW BLADE AND Ta� POLYCARBONATE HV WINDOW DETAIL OR POLYCARBONATE IMPACT RESISTANT HV WINDOW ul .--o or +! *POLYCARBONATE IMPACT RESISTANT HV DOW -)OR I" Al BAYER MAKROLON 3103 POLYCARBONATEP 'DIE R Ir am. 'ILE RESINS. UV-STABILIZED GRADE OR SABJC In BLADE 60tiOU INNOVATIVE PLASTIC LEXAN 103 RES114 iI I ¢ (SEE NOTE 7-ON SHEET 19). i� 00R, 0 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ Ml(DOR s j EXTERIOR POLYCARBONATE SOURCES FOR(9 APPMABLE mal Q HV(20 BLADE. TYPICAL SHUT TTMAL PRoPMES TER ASSEMBLY 14Y PIN 2 OR (2) HV PIN 0 MAY BE USED IN UEU OF AND ONLY ATEXI IOR • BLADE'S KNUCKLE, EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D maf`�.—101 AM M? a.0-3 owe 1./.w (SEE ND7r*FOR BLADE WHEN CORRESPONDING TO INSTALLATION 11". SHEET 7. REQUIREMENTS) AM �A�L ssAT YW AM Me lZU0 A— 13.1w 1/1C THICK S-S. WASHER sat- Ashi grA MAW..A. 3-5,o" 1/2- O.D. (3) HV PIN @ OR 0 W/ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Wn.V,nos, A3aA 0236 FT—f. 17 FT.tIrn SHEET (9 tg S� "as" ASM 028.3 -7.2. ....x— WHEEL CARRIAGE DETAIL rrs s. ASSEMBLY LAYOUT RATE W 3� AS-Do$ C-1 ILM -4AAas Sor vshlon &S.DIM laQ,-1 08.7 A=.15S IMPU soof,3N IFICT NGDrJDNG Aa.e31PMArl. tMO ...L Ql') FIV BLADE SOLID & f-A HV WINDOW BLADE DETAILS Tamf MESS Wow -I I ...... N. S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ........... Q 2017 EASTERN METAL SUPPLY.INC; ,N BERTHA HVTM q�-o , A.S,S,A Accordion Shutter System RV. ADE#1 W/ W10 RV WINDOW BLADE BLADE#1 W/ Arne0can Shuffer Sy8ferns orvjf. KSCMMIT" VATE mvm BY. WL TILUT TESTING & ENGINEERING COMPANY Assocloflon, Inc. I OLD 15-080 DO/OZ117 DATC-. CO/02/17 .355 N.V.7604 SL.Sb.30$.%1WMA aAFC�M ft0RQA 3316 4268 Was'.Roads DA— ;'(3D5)B71-153O-Fav:(305)371-1531 DRAWING No Wast Palm Beach,FL 33407 —4.,01-00ol.w. EB-0006719 Phone:(BOD)432-2204 I-.(551)209-838D 17-122 NAL WALTER muff Jr.P.C. P.E.5611./SjG?AMty6ATE rLOR,%U.f 44167 5 SHEET a 4 OF 20 NOTES ON HV LOCKS AND CENTERMATES• 32•�$a U'�x�''gss" °'t='`'• 1. •ONE HV LACK&or QS'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ,. = r-+ //, L.1••x OR 12'ABOYC OR BF�OV! OF SHU[IER SPM!FOR SPANS UP 70 105',AND FOR DIST TIONS AT ANY 8'•i(9• 1 u ELEVATION.HV LOcK f24 or 2TUAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACNEO TO 'Oft 2 6 c 0 , E CENTERMATES W/(2) 1/4`0-20 x 1/2'LONG FIAT NERD 5.5.N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON �l t3'a; 'L TYPICAL SHUTTER ELEVATION_ tt J 1 ) 2. R00 nuc iNCTAti A1IDWL TWO HV LOCKS(�4 OR• -OR ONE HV LOCK 2 OR YL W/TWO LOCKING RODS 0,3 AT TOP k BOTTOM SHALL BE USEk FUR ANY SPAN AND IN5�ALLA710TJ A'F ANY ELLVATON. HV LOCK i2B OR a^SHALL BE ATTACHED TO T,OR-CENTERMATES WJ SAME SPECtFtCATiONS AS FER MANDATORY CONDITION#T. LOCATION OF LOCK7LOCK5 AS APPLICABLE SHALL BE AS INDICATED 4N TYPICAL 'E•, j ( t _x„o_ y SHUTTER ELEVATION,MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. { II (( rr• —`� 3_Q�]1QNSL_ IF DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV Di}-xo eve-- 1 LOCKS r OR g§MAY 8£USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF TO CENTERMATES" -+ OR Q'!�SHALL BE AS INDICATED ON NOTE(1)ABOVE. -Qd;aR ba25++oa}cion 6d: �-ft' fr!C 5 LACA'FtON OF LOCKS SFW1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTION L CQi�lITT�O`.T'_112 NV UB ONLY NL,Y LYHF'117«ANT34LQRY C.^u(,)L1 N 01 ORLIM_ITED MANDATOfkY CONDITION Mg Sys UtFn W/iW0 H-_VAS:LOCKMG RODS((�i$$ARE NOT REQUIRED AT HURRitJiNf POSITION. BUT MAY x = �Fz i BE USEp!F DESIRED TO ENHANCE SHUTTER PERFOTTMANCE. LOCKING RODS O5 OR AN ALTERNATIVE DEVICE �vti's aoy ( i MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION)_ is "M-RW -Ss` { €€ S.` GATABY CONDITION#2:ONE HV LOCK fi g(�SHALL BE USED AT CORNER CENTERMATES FOR ANY AN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 124 or 4$SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. v ?YAh'15 a'x ATTACHED TO 0 CORNER CENTERLIATE W/(2) if4 0-20 x t/2"LONG FLAT HEAD 5.5_M.S.TY/ll LOCKING RODS S�_S AT TOP&BDTT"OM SHALL BE USED.LOCATION OF LOCK SID31_BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `�„'lily E7ST ; 57$ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ? E a 'IAD x4p I ��i # 6��A2222''ONE ALTERNATE kN LOCK Q6•NAY BE USED IN LIEU OF HV LOCK 2'ar Q9 FOR ANY SPAN AND INSTAILATlONS AT ANN ELEVATION.P1.1'fRNATE LOCK.�6 MAY BE USED AS AN INSIDE OR W7510E LOCK_ATTACHRENT `t OF iJ4'P-20x3fd'S-5_THUMBSCREW TO 23 OR2 CENTERLiATES SITALL BE MADE Wf T/4'a-20x3J4”ALUM. LEi � RIVNUT A5 SHOWN ON SECTION FIVE,SHEET'8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO e i I LOCKS AT 1/3 OF SHUTTER SPAN_ i R I 7.MANDATORY CONDITION#x FOR KEYSTONE MOUNTING INSTA AAD a• ONE HV LOCK 2_4 or 25 or Q'6 SHALL BE �. USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE on BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP SEE ENO ` tt 1 1 35x TO B8.AND FOR INSTALLATIONS AT ANY ELEVATION_HV LOCK ar §or S MAY BE USED AS AN INSIDE OR CONNECTION [ i DETAILS ON o r E N 1 J x t x 'I >• o v w x 'y OUTSIDE LOCK,ATTACHED TO U.or 2&SYMMETRICAL CENTERLNTES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S- SNEETS 10 h y M.S._LOCATION OF LOCK SHALL BE AS INDICATED 0.4 TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 5:s 1'!/@616 TYP.FULL n I OF CORNER ✓OR 7 TOP AND BOTTOM IS COMPLETELY MANDATORY. x f HEIGHT. I N -_,__._ I CENTERIdhTE * S i)21-Q�wt ;-�81-;10.'+;13•- i -SECONDI- 100 ONE ALTERNATE HV'r'LOCK MAY BE INSTALLED IN UEU OF BY LOCKS�OR 2S FOR ANY SPAN AND �•i l_f7-;•13-!77 )Sow LNSTAuAing[4 AT ANY ELEVATION.ALAIWATE LOCK 50�1AY BE USED AS AN INSIDE OR OUi$IDE LOCK.ATTACHMENT -'7✓ �-'• f+�•-" OF LOCK 30 INCLUDES USING REINFORCING LACKEF Q"Y�,AS SH{l1YN ON SECTION HVG,SHEE!9,WH)CN NUST BE ?'&;•(�•(CA-(E;+i`7;+ CONNECTED TO CENTERMATES-L$AND ,W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 a 3/32' YANGNUT OR W/1/4-0-204"S.S.M.S.INTO A 1/4-Ox 5/8' WY BE INSTALLED AT MIDSPAN OR 12' 5?•:l�w 03-•.;187-�-y.U; MAXIMUM- RIVNUT. LOCK A.. is•5s!-1791+n3-lis• 5 �9-(iZ•6AI *NOTES ON HD LOCKS & CENTERMATES I. bLOCK r„�j(H6 C,F, _rt OR+SLWl1 :ONE ALTERNATE HD LOCK j33 MAYBE USED IN UEU OF TYPICAL C; HV BLADE SHUTTER ELEVATION HV LDCKS14 OR 25 FOR ANY SPAN AND INSTALLATIONS AF ANY ELEVATION.ALTERNATE NO LOCK�CI MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK&TO 1,3-4 IS W/3}8 x 3/8'F.N.SS-MS-.AND INCLUDES N.T.S. REINFORCEMENT INSERT 03'AS SHOWN ON SECTIONS HDB-HVWAND DC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MADMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 3E 15 COMPLETELY OPTIONAL, II;IIpr7rii.� USE BUILDING CODE (High elocity Hurricane Zone ®2017 EASTERN METAL SUPPLY,INC..__. ti\Unt ;:. z �� BERTHA HV-TM 1LIEC C t3��/E. A.S.S.Aw Accordion Shutter System RV MAX#T W CR W/0 KV.W)NCW#960E .� ; Annericon Shutter Systems REY.m, orsmPtIOR DATE DWAI On M.L. [ TILLff TESTING & ENGINEERING COMPANY ` C• A Association. Inc. I OU115-OTO 9/02/1 DATE: 08/02/17 • 6355 H.W.3611 sL,sl..365.VRriP"A GN1ap15,R61ar.3316 /.268 W,C51 Roads DrTVe 2 11nn,n w -v Phar:(JOS)877-1536.Fa.:(309)871-1531 West Palm Beach,FL 33407 DRAWING No e-nm9:oTeccOod.cwn S q•7 11 2 --_s ^•,E"h"•� 1yl E9-0006719 Phone:(8OO)432-2204.Fox:(561)204-8J80 j 1 7�'t2L J0PIAL t~�X� VALTER Z TOO Jr.RE F.E-§EDL/51BNkrihFE/DATE ILORIDA Uu Q 44167 5 SHEET 6 5 OF 20 I POURED CONCRETE POURED OR CONCRETE BLOCK; POURED ] CONCRETE- CONCRETE ANCHORS REOUll2E0 I i MACHINE :3/4'SS. CO?ICRE[{f�". REOUIRED f(SEE SCHEDULE Ott ,- CONCRETE ANCHORS VI/1/4 STAEIvs REOUI EO ----'t i-` ) ^(SEE SCHEDULES& 1 Ott 4!/1/4'-20 `�•'-- '' _CONCRETE ANCHORS % t SHEET 13} SHEETS 53&TSA) 'MRS 0 12'O.C. • ` % (SEE SCHEDULE ON SHEET 13) - • f' ---- :oR di 1. i { "-I t/4'P-2m3/4-Ss. i u n.i , _ ____ r t7 rR IB EO-j--EO-= A'ACMNE SCREWS �. �____ -E0. EO •y - ____ ! I lblt.'G t/4.2D NUTS } _�_ 19 } i '- f 6 12-B.C. 1/p•� I�• II t E.o. � (( .25D-444.. I ---__ 1 t )) 13 oA i 5 � _-_ � ((! 13 OR 15 ^ L 14. Tom•--__'a {! i' E �' .�...._: !It 'f) _25O" ' .&D• ;-.250'1.1-- I ,t i Lt- XD } OPTIONAL -T ! —DPrroiuL IAN.SWARAMO4 ' LON.SEPARATION i 70 GLASS(SEE .,�, TO GLASS r t i (SEE SCHEDULE QN LLLLTLLL .._il�BIALC i Fra �1� t - EXISRNG_• SHEET 11) (•. VIN_SEPARATION ! :P } ON SHEET 19 TO CLASS F t CLASS E%A�55_ —T �} ; (SEE SCHEDULE ON { ExISR1IG SHEET 11) ' HV WALL HEADER INSTALLATION A" I'B j j3V WALL HEADER INSTALLATION COSTING I ExISRHG GU55�- - I f WN.SEPARATION •}:: ( `i' ) GIASS— A 'DON i' ' ("}� 1 ExSHNG 70 GLASS To GtAss 1;OR .tA Ci�rg-I --(SEE SCHEDULE ON SCFEDU.E OVSFFET i T UIN.SEPARATION } i 6NEET 31j -T iT FOR eA7E{/t AN0 - �: TO CLASS rit I ON SKEET 79!GR E s f. } t OPROrW_ (SEE SCHEDULE ON r' E1iADES:J&. SHEET sI) . E.1� �� i IIICCC:::"Yii 1�1 1/4- 11�� ^ p! 6 Lfa,- i 13 w i5 D.- ------ -- I _ ..__ 19 I..EDf •E 7 4•o-20y3/4'S.S. •t Mtn. t ••-EO-L-EO-cf— PNILUP$;RUBS NERD •� 1/4'o-2013/4'S.S.PHILLIPS MACHINE SCREWS USING �_ ` CONCRETE ANCHORS —TRUSS HEAD MACHINE SCREWS _. -- '-CONCREIE ANCHORS i s 1' t 1/4-20 NULS 4 t2'O.C. `. -(SEE SCHEDULES ON W/t/4'-20 HUTS 0 12'O.C_ ` (SEE SCHEDULES ON -Gin. POURED CONCRETE-' SHEETS 13& 14A) POURED CONCRETE_ - SHEETS 1 3 U SO _ - OR CONCRETE BLOCK OR CONCRETE BLOCK _ REQUIRED WALL REQUIRED D; HV WALL SILL INSTALLATION •;' 'ERSCHEDDULE Ott F,�Fj HV WALL SILL INSTALLATION POURED CONCRETE_. SHEETS 13&14A) OR CONCRETE BLOCK WALL REOLOREO HV WALL SILL INSTALLATION 140k FOR Cw8N.1"•,O cFrnnNS: INSTALLATION DETAILS W/ I-SEE Si1EET 4 FOR TYPICAL SHUTTER E•0.=EDGE DISTANCE SEE - +t (�`' ASSEMBLY (SEE SPEUtlCAl1ON5 ON 5HEEf 13) BLADE 0yA09 SHEET 19 FOR I,I 1-I Y BLADE IN ANYWAYSO SUR IANT INSTAL'ATION.S CAN BE R�EO „Jtl'' '�ry FLORIDA BUILDING CODE (Hi2h Velocity Hurricane zone T RJ 2017 EASTERN METAL SUPPLY,INC- 1L!$Pit -- ' t :�iCEtyS BERTHA HVTL7 ® 1 fNC. !'R■S Accordion ordion Shutter System TLV. (LADE#1 W/DR W/O H V.WNDON BLADE • TILt3T TESTING ENGINEERING COMPANY American Sht)'}ter Systems REY.N. DISCIOPTION DATE O%WN W-. U.L y STAT OF r AssoClofion, inc. T ow 1S-OBO /o2ll WE.- 0e/02/17 ^ i 0.735 H.N.J6u.51..Sie.JOS.1tIKAtip GNS41S.iLOADA JJ16 f✓ ,h 1' 4268 Ytast Roods Drive 2 :r4�:-t--�(TssTSt11 ph-.:(305)87;-1570.F..(3O3)s7t-151) DRAVtING No {" �•.�;?T15 l�r L e-mmt UmernOam.ewn West Patm Bench,Fi,37407 S lsV"I/�Aij•�•••�`,h_tC`LIII WALTER a�L6R1 PE Phone:(800)432-2204 Fo::(561)209-&780 4 17-122 I41. 6111RREY&TE nGRDA Lk.17 44167 S SHEET s 6 0F 20 POURED CONCRETE ANCHORS uti•5MMMI r) . CONCRETE- (SEE SCHEDULE ON SHEET 13) _ 1O p/S4(sTE -1. -•,1 OR A A♦ REW.RED EDGE Or 1 lLR LLLf(IWa 2 ��aSs rr 1 •• SLAB IF of vete(0 TL6ixr I. APPLICABLE EXISTING CLASSf BAOES�:& \ EXIST! -1fa SDiml;(r 1 sS • x,4 stPAwnon it Uj` S TO q lq 41_ ALTERNATE-1810x3/4'HEX G S �' VM 11) ' -EO-r'"EOr - ANQroR • ' WASHER HEAD _ LOCAnON ilI ;i; �T[K SCREWS 0 12'O.C. 15 I'I 1tI FXISnNe CONCRETE ANCHORS III 111 '.CLASS-' ' (II (SEE SCHEDULE Ott :8 1 I '. • SHEET 13) XISTING E •` i'iI. - EO -Eo '-I"' EDGE OF •,� EDGE Or--I , - .(• EDGE OF _ IAB IF GLASS— SLA.9 IF - �I% I/2'=-4�-•1• E E OF 7: SLAB IF - APPLICABLE APPLICABLE - !_ , 5 IF jj APPLICiELE) _ .fiilo• . Len SP1R4W1 E.0_ -E.O.— { /_ - ro tILE - 111AP �.lEn'9Q� POURED m vett stint , 14: ;1 1 OR 1-:♦ POURED I ( `__-- •._.- r'°`,.-_ �)� CONCRETE I I - i CONCRETE-1 E.D.* (. ELAO`S;Ja It I 1 REOUIREDE.D.•-- E.D.•-- RPOURED-' 1 REQUIRED `FLAT HEAD CONCRETE ANCHORS LFII HEAD CONCRfE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) HV CEILING INSTALLATION •I�' HV FLOOR INSTALLATION t :�;H V WALK—OVER INSTALLA 0 TRENCH INSTALLATION VAUD ONLY FOR UP TO+70,-75 PSF A-S.D. DESIGN PRESSURE RATING& FOR SPANS PER t SCHEDULE 84-SHEET 11 • 1 r4EXISTING CONCRETE ANCHORS (SEE SCHEDULES ON- DM.SEPARATION 1 SHEETS Ta-& 14A) iEwsLVG )I, ass—; )G1.a55O (SEE T CHEDULE ON �'.�� IXGLA55= ' ySSI ux;vwrrol i I MIYSEPARAnon 10 CLASS �; SHEET 71 Is¢i - • '--(SEE SCHEDULESHEET 11)! = Ito°rnxr w 1/ra ront7is i1/4 _i MAX. "?, •:, r/STTAT�s;wvTR�umt�ts 6/ t rlux 3 OR 15 t _710x3/4 HIX. 1_I E D.• I 11. 111 17A5HEP.HEAD !- 0.G.FOR OR TD 6'-0-VAV HID Drt1 1.1 F JJ <'O.e rw _ARS LASGEH 7"" • t 1 3 @• TEK SCREWS E D• 6-0-IR TO B'-0-PAY/PFLY -- 81<X3/4- HEX NERD_•'• +� - T-I- a 12-D.C. •°y' • �! fl ��' I .1. SMA AT ENWr FASrU01 LF10 TEK SCREWS C 9-O.C. ' /� + _ Ov.)[SEE wx tt ON mtzrr 11 / ONCRETE ANCHORS --_ 'LIrO• Pt<xJ/<'S.D.S. 7 3/B' IT UwArcus 3 8 �7/2- OR t a-D-ZO S.S.SU.S. 1 7 1/! / ; ! ,.� 111 [DVr. ?' / AJAX. VR/NUT 9 9-O.C. I _-(SEE SCHEDULE ON I 1/2L 3 u C 9-O.C III 1/G J Is SFAtAT-„I �- 1 i.17 R 18 I_• _� - I i• 1/a'p-2o.3/<•as Ts E I t —a5N./ 2D 15 IY O.C. 7/8-1 11...-CONCRETE ARCHORS -SEE NOTE 13(b) _�_ r A14.3/4-F.H.S.D.S. i•0- tR ' E.D.' POURED COtICREiE--' (SEE SCHEDULES ON ON SHEET 1 -` a 9'D.C. 1 _ IX671[IG IqN STRUattwL ED. OR CONCRETE ELOCK SHEETS 13& 14A) ``SEE NOTE 13(b) t` 2.00-LAIN. -WALL TP”(DECIMME REWIRED POURED CONCRETE ON SHEET 7 1 - ED. SU) `5'-EDGE OF OR CONCRETE BLOCK MIN. OPTIONAL-i POURED SUB F ;_K; HV WALL FLOOR INSTALLATION REQUIRED I - P«mrfl GtRSR�E CONCRETE'-' • — REOUIRED APFUCABLE ? - RECLAIM i Ji HV RAINGUARO INSTALLATION t L: HV WALL WALK—OVER INSTALLATION ATION (_��" •- NOTE. ;M}KEYSTONE MOUNTING INSTALLATION HOLE FOR CON91NA710N OF SEC7I0115: } uuw.A5.0.itS PA Fer-Or L+�e<;72 p17 •E.D. EDGE DISTAI7CE 1 THIS VABLr LADON SHALL BE 1wwUu SNIT[R SPM+nSS 1-SEE SHEET 4 FOR l7IGL SHUTTER (SEE SFECIFlFAnO)75 0;1 SHEET f3) RFJIOYABLE1'Mli PERFov7AED ♦SEE LLLa1AT10N5 GF USE FOR INSTALLATION DETAILS W� t�.l HV BLADE ASSEMBLY OR ENRA CE Ali OPERABLE E%O BLppE,IA OH SHEET I9 IN MOUNTING SECTIONS CAN BE COU6NED IN aw nxv To sun ANY INsraLAnati. .- _ FLORIDA BUILDING CODE (High VelocityHurricane zone -,•••••• C/T = Q 2017�EASTERN METAL SUPPLY INC.- -- BERTHA HW, a•t 7 I L ECO ,�,�- A.S.&A. Accordion Shutter System 1(v. BADE#1 W/OR W/O RV V WOW BLADE American Shutter Sysfems IEV-N* oEscfllPnoH DATE MINN BY. A.I.L. TILLIT TESTING & ENGINEERING COMPANY ' NATE 0F ``Q' e` E15e H.M.l6 A 5L.Ste.W,VIRWM GNDDR6.nxr W1 AssociafloflL Inc. 7 OLD 15-OW w 3/02/L DATE De/02/I7 ` _.,•. ;�-�•�,35 Pt (!05)871-1530.r x:(305)871-1531 4268 Stest Roads Drixe 2 ' ,Vr(IV•- vv `` —CM.alee.c..J.om West Palm Deitch, FL 334073 DRAV/LNG No !fit TILL ED 5719 PhO-e:(BCO)432-2204 _FDX:(561)2(19-8380 '-sJ/��•I/••�•}• \ 1 WALTER A nDTT Jr.RE 4 17-122 PE:SENjSIL7t1NRE%DATE FLOMBA U..g 44167 5 SHEET 6 7 OF 20 - It NOTES ON LOCIONG ROOS Q,w TOMS©cr 2�j auT 9� IN INSTALLATECNS W� 1 HV **IME SLACK DETAIL L -IXISRNC GLASS BLADE W HV CENTERMATES CDrrERr�sil CS APPLICATID WITH BLAIM(D i paa�oA -t om &( �t0•po+ � OR SEE END WALL CONNECTION l l0•pa+papw� \J°A EXGnNCCLASS DETAILS ON SHELIS 10 do 18) 1 IJ,IJ°RlE-VuOAIJ-�a -'--------------- ------- -------------.--'--------T— 2'AYA1/8Sa'-2- �, 1 �• I$9s®'p�19-�ot�i3 1/4" 76 1/2' 7' I 1 (aaa3-�a Awn)ALUrt f t OPPOSING SYMMETRYCAL I j AriGLf n/(2J 1/4'o TaacoN 1/2- w II I I ; AtYJfOAS 70 CONCRETE 4 CENTERMATES ( I CENTERNIgES OOP/aonoaJ a� -f10.3/4'S.N.S.a 12' W/ HV L 4 or �� (� AVN.TO CLAS LION I (4)(rta.1/2'S.U.S.to 5 O.G GULL LEIIGHT_ 1 . W/ HV LOCK 1C 41 O "^" ' (SEE SCHEDULE ON t AT FACx ANCif.Cr-) I } •;'7� SHEET 11) ` 5 I j• ' �� 5 IN 1 , I ) 1/2L j r t I/2' '� J \.J i n ; 3 Lo I F HVB Dui @ a oA 9A 6 7 aA 8 9A 10 - 3� t0'p_p 0_0 1®9A HVA ©�,(ti�©•O°o®°"10 -Qo, HVC -POURED CONCRETE OR (�, ''LLY�� l .-..E)USTING GLASS ` CONCRETE BLACK WALE. 0 o QAAo 0 - __________ __1D•�9fta+p�©�_�___ ;____ _ r REOW(iED @°' I I r _ SYMMETRICAL — 41'�'�`" 'O'�'" Nry SEPARATON - t \ Gess; -Q,p-0.6-6.09°09 ,_Ex ms CENTERMATES !p I t(�5-@e wp. To cuss cJ i •�'•' ((,,"",�� W/ HV LOCK iGOt OPTIONAL /� (SEE SCHEDULE ON MIN. a 4�•�p- * t 1Y - - (ItfTERIOR) ! L/-®°p O+�o^19-@-@SHEET 12) 1 i TO GLASS (SEE SCHEDULE•', I N OPTIONAL t I ON SHEET 11) (INTERIOR) J, t _ _-.-_—_ - _—_ --_—_—_ -— --- 1. I QUT - -CONCRETE ANCHORS C. C7 pr t\ 3 1 i 'VARIES TvI I '� p i Sc �^� 1 I 90' f * t/rf:yip+ i o p QVT 5 TjY VAX.SLACK � o-yT (EXTERIOR) HVE HVF** HVD Tt+'�r`�A��.,, FLORIDA. BUILDING CODE (High Velocity ttlrrritone zone 11111, •: /rr'�5. ®2017 EASTERN NETAL SUPPLY.-INC.- ._.�.. BERTHA HVTM \ AnS S.A. Accordion Shutter System KV.BLADE 1 W/Oft W/0 FLV.NlNDOW)3NE 7 TILLiT TESTING & ENGINEERING COMPANY American Shutter Systems RLYdb 46CRiPnON DATE (%L01T Sr: LLL Association, Inc. 1 OLD 15-0ao s Ct; /oz/r7 oAjc oa/oz/n SL.Ste.OW.4ti64nA CA909i5•MFW J716 �(t}'•., t\\ Ph-.:(303)871-1330.ro+:(305)871-1537 4268 West Roods Oirve q ¢`- West Palm Beach.FL 33407 3 DRAWING No CmmT:GIIec9G991. . r1 aX MOM A. 11r.P.E. Phone.(800)632-2204.Foz:(561)204-8380 ; 17-122 P.f�Fa1y¢Tl /oAtE GLoxroA e q uta? 5 SHEET c 8 0P 20 ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" OCKS CENTERMA ES a8j & OCKERS ab W1 In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 h 18 INSTALLATION In HV BLADE OUT EIN P✓DEOS"0 TA1,nr-u:acva�!ArEt W/ HD CENTERMATES ( AS nt:LL AS UIYVFA54 RWiw:eIAOC CD DETAIL IRIv-INa. a�a©. wmuTro m tus sR¢r,wr RE USED nm1 nus tz7ERru UD-®a® Q-0.0- 0.0-0-0-0-0- 7o -®®a wsTwATxRI o.-uc IAL spoon w tuts se-tT. ENSEED SHEETSN70 dcO B- ©.07 .©w©•0•®a `-� i ®•®"�•®ate_®a 9 aos>-In.um)uw. - wVc(rra 10 vs+Atrt - ol- p)71a1n•BALs.To Tues. rllo.5/r s.as o a• �' f - Ar unI wrcaz 01>); I f nG Tuu tnL-Nr. I OIt FIN (<)ICU. T_— ! ---- IN--- (4)N.v. 30 HV "T" Pts mc,Tss I 5 C LOCK (INSIDE) (ilP.) .I'•. t ero.f`.E n.n. Pws DTP.)t q. !p_�`•t_ as -------------- 'T5 OUT31 on (9j" �j; ,Q ! ••• 31 oR 32 31 oR 32 35 I - 31 oR 2 Q_= 1/4" 0-20 x 1 1/2" S.S.M.S. @J-I° 35* (opnD.L srE tbrt a rGR W LOCxO, * W/ 7/8"0 x 3/32" WINGNUT. (pP -L)HOB-NVB OUT ) NDC-HVC T LOM ON SNE-R 5. Q HV "T'• LOCK (OUTSIDE)- SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES y SER;ES hV_G* W/(2- LOCK (EXTERIOR) W/ LOCK (INTERIOR) (2024-113 ALLCN)LARGE n I..E 7NP1 w®a©•O7 oOP 10•®"• ARR UTAM-R PARI r p5]0. UAnU(ACtI1P ®"© �"©•®a AS CD!rc"EN IRS' r 10• j TEIRORII,PARS'PPOK,NEW JCRSET 07054 OR EQUAL 0.0,©'©•O•®"' •®a l©•�wO.®w 3 7 *src 1wTLs w Lorrna P]p5 h)a No®coos w vua a 1Q �`—O) j`-_.�it t+k uw+wsu nam.:awi®cv 2_-Rm!s 5•)]A1 Nr uA cnAWPW"euu1YS4.nN ETMFp VIE HOD-HYD • FLOATING STACK \'`'rrrrt�jt��"'' _ FLORIDA BUILDING CODE (High VelocityHurricone Zone TSL)'J,yC`y.........,_�l/T ®2019 EAsTERN ucrAL suaPLr.)bac. BERTHA HVTM 1 L E CO N( . A.S.S.A.�,�,�, Accordion Shutter System . 1Lu BADE$1 W/OR w/o KV. A1rnoA1 BLADE American Shutter Systems RN.N, DESCRIPTION DATE DRAWN er: u.L f5•: pfi TICCIT TESTING & ENGINEERING COMPANY o •. ,� OF E353 nW.3614.SL,SI,30.5,VAI A GARDENS.n00.1<33161 Association, Inc. I 0117 I5-CED /0x/17 DATE: Ge/o2/T7 4268 west Rood.Dr e 2 DRAWING No _(fS•5••........••` a�� T rmN:Gueeeaad.eem West Pp(m 2e0ch,FL 33407 y L ,It'11 fYSL1ER A�TLLn7Jr-P.E. Phone: (800)432-2204.Fpx:(561)209-8380 < 17-122 P.E SFAL/$)�yFTURff DATE nonA t;-f"767 s SHEET e 9 OF 20 '----"-" "—'—`-—POURED CONCRETE ._ POURED CONCRETEPOURED CONCRETE �-POURED CONCRETE OR - OR CONCRETE _ OR CONCRETE _ -- �•-OR CONCRETE -,- -- CONCRETE BLOCK WAIS. /' BLOCK!TALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED / EXISTING CLASS /, - /+: -EXiSTLYG GLASS E%iSnNG GLASS CONCRETE ANCHOR- EXISTING CLASS r 0 t6"D.C. i _ - + TOL (E - �.`J• - "i J. l".1" - ---2"MIN. ---j-- MR SEPARATION � MN.SEPAVJ)W ). MN$EGARATIO:4 SGttFDLA.E oV 5T1r2T To OlSS(SEE 1T TDR B:AOE LtlAhb SCNEEEKILE�(_SEE To i :1� .SCHEDUEEOON_R3EEI EO{•�r�-EO SCHODV E ON SHEET ON uEs 79 Edi it FOR MADE VAND '1= t/16'.J"MAK gA Svg, /T 1DR'ET 19 FUR`.q lin SHEET19i4 RADE FAQ (64063-46)CONT. L DAV Sf,L'LT t9 R22 - ,CN 51+4,,,ET t9 FUR ALUM.CLOSER ! / RADES(S,`a till � ;RAGES Cf-UQ (LOCATE AT!'. HA�'�R PLATE.(LOCATE 1/2'; - _OZ SIDE'1 I f ! ) I OF 5[„�) ) y AT EITHER SIDE MIN, \ i T I 1t OF& `—( ! � #RUSE t-OR 2-MAX. ! !f2`MIN. _f.__t(AS APPUCAELE)z2 xt/6-,o'-2" 5J1.S.�rf ( ----- ALUMINUM CUP ANGLE #10.1/2-SAI-s—' .MS O.L. 1/ - _ __ \ (6063-76 ALLOT)AT MIDHEIGHT/1 36"O-C. :\ / (1)(770.1/2'S.M.S.70 C 6 (' ' v (2)1/4-13 TAPCONS ANCHORS TO / WALL AT i'O.C.(LOCATE AT 1 SEE DETAIL X FOB)/ r"y ^ 7 I�•'• SIDE CONVECTION u'OR ilA� EITHER SIDE OF L) s OR i 1:OR it A'` SEE DETAIL X FOR='I "j�OR-@I* To TRACKS � SEE DETAIL X FOIL" (q�t SIDE CONNECTION 1 �5�^2"w�Iw •�=•1"(J � SIDE CONNECTION •`i ! :17'wL4'«(67•T7�w�°''t 07-t(j•« it7+aL3'•+L7•(71a 8•••SO 70 TRACKS « .7«18:.•:3 f0�..3}0. } {jp1.95tw 7�..3. .fT-S� Ii 7✓ - T...'"''.✓ Tq TRACKS .TU•t1S^•571• wi.(�3w ;I Q'•05 7 ]wi`3)•�I3;w id>es+'w,,f7)- w T•ASv L.6 7 ••�7fw-)•r71•fBw Sl•i71. 71-CS 7 .;�.•>✓w )•s-Zaw C6!'(1'S° )'2B« (s-is«ns.<a;> ).L« �s•aa« .(it«8t @ as-+�'w.i• �.'-el•t3w a3+•Rgw, •.�(e --1 w u1.a�w5s..a �w;fs. I.•i�1a(ii•8_A'' �"B,r1.�,awns.•�3•wtis•�s09 1:2.4s 1a~r•tsw5_s.-5s�w,ys- «�?}w;�z•a Cs)-aa'«Es-63«is-9w�'-5j -0 LE END CQNNECTION DETAIL 1 END CONNECTION DETAIL(j) END CONNECTION DETAIL 3i END CONNECTION DETAIL(4) i !r •-POURED CONCRETE OR i REQUIRED ONLY FOR SPAR GREATER T)WI 12'-O•— ;' � L..--EXISTING —ex7sTlNc CLASS CONCRETE 13LOCV WALL GLASS �'pEOUIRED :cl _ Mot SEPARATION #10.1/2-SfA.S' IASL SEPARATICN ..__-.._ --__ __-moi TO OCASS(SEE 0 16.O.C. ''� 70 GLASS(SEE l __---__ ___'_ SCHEDUILE ON SHEET SCHEDULE ON SHEET I BU.OE�'AA0 �/ - ___--` ___ .___ .(8j0=(}1:C= 1t FCR RADE(DAI) CONCRETE '. 1/2"MIN. WOR MET SD TDR _j. - t - ON SHEET 14 FOR ANCHOR 0—y """•' Ta`JDF s.S'ls f �Q -------- i�1D:SI iJ}G'r'(4C-: J'='F;t2 RAGES,.},&'f3l 12'O.C. CONCRETE-•. S_ '1 _, ___ > ANCHOR 1 ff •EO O 16' 1/2'MIN. 142J_ ! D.C. T-___-___ T i .( L_ _T -TAIH. _ _ _- r^•1--r. ED # EE LIMITATIONS OF USE F 2'Mitt' S ' 2-M.N. - I BLADE 3A ON SHEET 19 (1�C:+I.13'CP.C4,A=11 VIETI�t� Y s; M�: t DAR i — �I AN c'-3�«ti- Cil«r)wao•i?« DETAIL X 23 !RAT T� « L-POURED CONCRETE OR «C4'«.,6^,r-�Z)«• °"vD• '« (1a « 7•.Sw(' ' END INSTALLATION CONCRETE BLOCK WALL (1 D`•R6+wZ�-T 3'w.�h.;S3w Cr•Q•71-,rwLi•C)'JB.w RONCREO �,7,,:..t61•G•D'�a, `—� '• 'wry., • °'C•77: i( I-IV BLADE 0-R NV WINDOW BLADE INTO .• w •�,, ;a^_,•aa CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(5 G ., DCO ECT Q ETA ;gi «'2 FLORIDA BUILDING CODE (High Velocity tivrriwne Zone 711 4 z Q 2017 EASTERN METAL SUPPLY,INC. - 1' 1 : �ci�S¢!�; BERTHA HV,,., A Accordion Shutter System {�7r:gV ,NC. ■ ■ ■ i a KV. BLADE#1 w/GR W o xV-NINDDW BLADE American Shutter Systems REVX-i DESCRIPTION i OATS DRAWN 8T: LLL _ TATE ry TICCIT TESTING 8 ENGINEERING COMPANY Association, Inc. 3 OLD 15-080 D/D2/1 DATE: 08102/17 • rA,C+,IC sms JIN.OBIT.sL,ST.,_IS.VA .GAITOO S TLORM 3346 t3 .• .,1' 4268 West Road.Drive 2 .•._`"y • Ph-,:(305)871-1530.To.T(305)877-1531 DRAVIING No s''•.•• RI[1 {Tr L1L .-mat:6aem000lsom West Palm Beach•FL 33407 3 _-RSA() � _• 1 1141 WAL7777 A-006719ITILIM P.F. Phone:(860)432-2204 .Fa.:(561)204-8380 4 17-122 FLORIDA Lk-d 44167 5 SHEEC B 10 OF 20 SCHEDULE i9l SCHEDULE #2 SCHEDULE #3 a0MULEJA *NOTES, (1)L+.MAXIMUM ALLOWABLE SPAN FOR A SEPARATION TO GLASS OUIREMENTS SES MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*-L+" �LAXIMUM SHUTTER SPAN*'1.+" GIVE"POSITIVE&S,V.DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+ OR ISTALLATIONS RAING. FOR INSTALLATIONS VI/ "L+" OR "L-' (ft.) FOR R -L-- (ft.) INSTALLATIONS OR -L-" (ft.) It, L-:VAX.ALLOWABLE-SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO INSTALLATIONS DWMETRICAl CFNTERMATES NEGATIVE ASO.DESIGN PRESSURE RATING CLASS SCHEDULE FOR SHUTTERS INSMIED WITHIN ONE & AMLD'�HV 0 R A THE FIRST 30'-0-ELEVATION OF OUILDING OR M YT I & , W/1 14 MEASURED AT BOTTOM OF SHUTTER. i"Wol SPAN FOR WALL MOUNTINGS OR 2:) &0 or 8".11"W4 CENTIERMAI I ONE HV ER X 7@ & ONE HV LOCK OR 1, (2)PROCEDURE To DE". "'NE RA LOCK R W/ KING LOCK H KS OR TWO OR LOCKING HV L .. R096 99 or OER ODS FLOOR/CEIUNG� (2)MINIMUM SEPARATION TO GLASS FOR SHUTTERS NO LOCKor D _ OCKING RODS Cg)TOP/13orrop '19" W1 ONE HV LOCK @ W/ TWO LOCKING RODS OR W1 NO OCKING - ONE HV LOCK I&OR (a (VAUD FOR MOUNTING(gl INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING. TOP & BOTTOM #(SEE NOTES t t?, RODS .(SEE NOTES },1(t R 09,(SEE N07ES fj-6 SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSURI MEASURED AT BOTTOM OF SHUTTER IS 3". concwE&YMD CONCREFE A WOOD RATING.DETERMINE MAXIMUM SPAN-I+- tyi+yyy9AZxw �`AI CDNCRETE FROM SCHEDULE. CONCRETE&WOOD INSTALLAnDNS A.D. INSTALLATIONS 0 A..D. INSTALLATIONS ASA UwALLAtIous 0 GIVEN A NEGATIVE A.S.D.DESIGN ols-1 FtOOR/CUUNG -RE�f WALL UOUNMIGS I a"OUNIII'm PRESSURE RATINC,DETERMINE MAXIMUM wmx a MAI- lz RA_ "Dop/1%ll SPAN'L--'FROM SCHEDULE. MINIMUM SEPARATION TO CLASS SQ4MULL- FAM. v1pa MOUNTING MOUNTINGOssMJ rLCOR/cEluTIG Vowm T1 CUMMIC SHUTTER W1 ONE LOCK WITHOUT LOCKING 000 FICOR/CEMCCUM$10' 'GS ( 1 -1) 1 14 (0) 1 1-1 0. FLOOR/WALL FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAI 1, -(IQ I le-9, 30 13'-1- I V-O' 30 t3'-2' 16'-0` TO THE MINIMUM DETERMINED SPAN INSTALLATION INSTALLATION W/ 50 13*-2 17--or --F3�-2m Ir'-o- X 12'-.1- BETWEEN-L+"AND'L--. SHUTIER %V/ t4'-TO` '3_B — !2'-7' 1!5�-7- 35 W-8, 14v,-to' CENIERMATES CEWERWITES 35 Ir-Er 12-8 _T._I'__lO 35 Il'-W, IS-8- 35 SPAN SWMEIR OPPOSING 40 12'-,3* IN-10" 12--3- 73,-I0, 40 Il'-4, 12'-9' 40 12'-2- 15*-2- 40 12*-3" 13,-To, (3)PROCEDURE 70 DE7EFWNE MAXIMUM 45 j'_IT- --j-3�_J- 45 )1'-)' IV-a' 45 1t'-9' 14*-3' 45 11-11- W-1- SPAN FOR COLIDIIATIM45 III BETWEEN 105' 3 3/8-. 4- 1 13*-7" 50 11*-7' 72'-S' WALL W/FLOOR/CLFUNG MOUNTNGS: -OR LESS So -7- 12'-5' 12'-5' _.So IO`_9_ II'-S- So >IW TO MAX, I D. '. to. w_fi* lo*-Il- 55 13-3;' If-11- 56 11'-2' W-lo' FOR A GIVEN POSITIVE A�S.D.DESIGN ALLOYIED 3 71W. 4` 10-5- 60 )1'-0' 12'-4- 60 SD'-2' 70,-Il. PRESSURE RATING: — DETERMINE. FOR NO 60 ID'-3' ;3'; USE 2 112 FLOCII�M.O'R FOR N AAV -10. 07 10'-10' 65 1 65 SD'-9' II'-IT 65 9�5* Io`_l TAX.SPAN FOR WALL MOUNTING USE INDICATED VALUES 65 -10. 70 --io�_6_ ---To-�6e IW2- 10'-6- .. 70 9*_8* 9'-0` 70 107" ll'-S' 70 8,-9* 9-4' INSTALLATIONS. 75 10*-4' If*-t- 75 - I.-B- MINIMUM SEPARATION 10 GLASq SCHFDUlr', t2+=MAX_SPAN FOR FLOORICEILING -1- 75 9*-V B!-Sr MOUNTING INSTALLATIONS. 9--7- --GF-To` —80 9-D' 1 80 10--o- SHUTTER%Y/ONE LOCK&TWO LOCKING RODS OR W-9- B5 85 9'-6- 9'-67 85 FOR A CASH NEGATIVE&S�0,DESIGN WITH ONLY TWO LOCKS PRESSURE RATING: 90 93` 9,-3" 90 W-6, 8'-S' 90 DEFERMWE: SHUTTER INSTAUA71014 VV/ INSTALLATION W1 S-0- 95 91-2- sr�io- SYMMETRICAL OPPOSING 9-5 W-9- se-cr 95 Li--MAX.SP91 FOR WALL MOUNTING SPAN INSTALLATIONS. CENTERPAATES CENTER MATES too 51-1. 8'-1'. IGO W-01 9-7` L2MAX.SPAN FOR FLOOR/CEItING - MATES 8-4- 105 7*-Tll r-11 IDS 8*-9' 9`-4' 105' . —!�_ MAXIMUM SHUTTER moliNnuo INSTALLATIONS. 2 3/4- 3 3/16- ,10 =4- 7'-7- 7'-I1' 110 7'-8- r-7- 110 8'-7" 9,-2- OR LESS FOR TO MAX. 3 1/4�_ 3 1/'�- Its 7'-3' 71-7, 115 -r-6* 115 B'-4' 8�11' SPAN*L+-OR'L- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAl >105 TO THE MINIMUM BMIEEN 71-14%-Lz+-, ALLOWED 120 W-0- 6*-11* 7*-10 7*-4- 120 7*-4* 67-11, 120 1'-2- 8'_9_ INSTALLATIONS INTO WOOD 2t-'AND'L2- USE 2 15/16-FOR KV-I-LOCK&W/ 7*-8* 7,-0' 125 7*-1* 125 81-0" 81_5�* SHALL BE LIMITED TO 105 6'-5" 6'-9" 130 7--l. -5" 130 ?'-to* 8.-,. psf. DESIGN LOAD. (4)CO 70 ANCHOR SCHEIYJLE VAIN FINAL — USE 4 1/8"FOR HV"7'LOCK&IV/ j-351 w-r 135 6*-11' 61-2, 135 7,-Sr 79' MAXIMUM ALLOWABLE SPAN A40 NEGATIVE USE INDICATED VALUES FOR HV CENSE MATES. A.S.D.DESIGN PRESSURE RATING TO W-3, 140 6--lo' 1' 140 7-7^ 7*-G- DETERIJINE MAXIMUIA ANCHOR SPACING. 140 7�5 — I LFGEN 145 7�3' 145 W-B* 5-9, 145 T-5 r 7*-3- 1 ISO 7'-2- 51-7- 7-0 5'-10' _7 —50 7*-4" 7'-0* 50 7 CO;;OPEFE&MANSOFFY WOOD 1-55 W-6. I55 7,-2, t H.V. CORNER CENTERMATE 13 MAY BE 155 7�6` 51-5" 6'-g- . B5 i-S 1 7 51-6, 160 5-2 360 7'-1" 6-7' WALL A, 0 C D E M.N.0,P.O.R. 160 V-1E 52" S'-9* I USED AT ALL MOUNTING INSTALLATIONS.LOCKING MOUNTING F"K �k 5&V. 165 W-1- -7--e 155 V-S" �-J' M55 7�07 W-41 SPECIFICATIONS SNAIL BE AS INDICATED ON 170 6*-7* �-2 1-70 6'-2� 170 61-11" 5'-2- MANDATORY CONDITION 02 NOTE 15,SHEET 5. — I FLOOR/CEILING 9. EXCEPT THAT MAXPAPA SHUTTER SPAN-L+-OR'L--AND MAXIMUM AS.D. ww M: 175 liy--7- 4--gr j-5- -Or )75 6--l' 175 MOUNTING G H I 11 +J. T. U,W& X. i8t) 6._6- C-4" 4'-10' 180 6'-0' 4-8 IBO 6'-B' 5'-10' tt PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE' 61-sr 4- 4� ISIS 105 G_ DES" IDS 7- -0- FLOCK SHALL BE LIMITED AS FOLLOVISS: 190 6,-4- W-5, 5'-G'_ I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO 464,-72 p-L 4195 w-v, S'-S� AND 8'-D-SPAN 195 1-1 1 fi�1' —4-6-- iz '.40 10 H V BLADE. 200 W-2, 4!-2' 6'-0- �4-6_ 200 20D W-41" 1_S-3. SEE UNITING ON SHEET 7. 1 5-t` 205 W-3- 2D5 J FLORIDA' BUILDING CODE (High Velocity Hurricane Zone) 714 Q 2017 EASTERN METAL SUPPLY.INC. BERTHA HVTM Accordion Shutter System • /_rj_LT'co ,..- A.S.S.Am MADE �IAAJ�97 I JE V.DDE#1 W/ W/o KV.YdNWN 7 NG & ENGINEERING COMPANY American Shutter Systems p".N. Oms"ON SATE DRAW;Bf; JAI, I OLD 15-080 TILLIT TESTJ .355"...26t4 Sic Z00VIRGM GMVJIS,FLMOA MIR Association, Inc. 06/02/17 DATE- Dejo2/17 ST 7r PA.- 571-15"-I--(305)871-1631 4263 West Roods 06,e I DRAVANG No —1k 011.00-j— lest P.Im Bach.Fl.33407 —3 17-122 O"Zoo"6719hona:(SDO)432-2204 Fox: (561)2 1 XORIDN 09-113 0 ........... WALTER A.TILUT Jl�P.E.RE. 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NEGAIM IOAD AND A G AAO MNG TYPE FOR CONCRETE R45TAltA710N5 . (SEE MOUNTINGS E.G.at H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE STALL BE AS FOLLOWS: D POUR ATE (A) TO EXISTING POURED CONCRETE:(Min.Pe.3 kA) 1L4XBNW H FLOOR MOUNTING ANCHORS A ry C-E - 1/4'D TAPCON WITH ADVANCED THRE'ADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX(Min.Fe.3 kl;) OE WALL SILL MOUNTING G CE)UNG MOUNTING O - --_-�=NomND- - 1/4'a It 3/4-ALL POINTS SOUD-SET ANCHORS.AS O157WBUtED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(WA.Fc>3 ka) SPAN (a) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(W6 Fc-2 ksi) {R} AS-d.DESIGN NECAilY tOAi1 ASA DESIGN tNEGATNE t0A0 Pa! ASD.D}yGN NEGATNE LOAD PN TAPCON WITH ADVANCED J0 10 60 75 90 720 160 205 3a 40 60 75 BO 1201 205 30 40 60 75 9d 120 160 205 7HHEALIN WITH TECHNOLOGY '- 1/4'0 TApPER+ANCHORS AS WWUFACTURED BY POWERS FAS7EHER5,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 t2 t0 B e 8 5 5.S 14 12 10 9 e a 6 6 14 A- ' a B a 6 COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYMMS ASSOCIADON.INC. 3•_0' .- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 74 sB 6 6 ALL POINTS SOLID-SET (Min.f'e.3 ks5) BLUE TAP W CAP NOTES:LESS 14 72 10 9 $ 8 6 6 14 12 10 0 $ B 6 B N 0 MIMOUu EMBEDMA7 INTO POURED CONCRETE OF TAPCON WITH ADVANCED THRFADFORM TECHNOLOC'Y AHCfIORS AND TAPPER+ANCHORS LS 14 12 TO 9 8 8 8 7 t4 t2 tD 9 $ 8 6 6 T4 e 8 6 6 TAPPER+14 12 10 9 B 7 S} 3-5 14 12 10 9 9 B 6 6 14 e0 6 5t3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2`. 14853A2)M8$MUM EMSMM04T OF 1/iP z 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE 7/e'INTO THE POURED CONCRETE NO EMBEDUENT 4'-0' 14 t2 iD o B e a 4 S4 72 l0 9 B s a 45 li e64 3.5 INTO STUCCO SMALL BE PERMITTED.1/4`0-20 S.S.MA I ME SCREW USED SHALL BE 1 1/2`LONG MINIMUM SHOULD STUCCO EXIST.AND 14 12 f0 9 9 e 6 4.3 N 12 10 9 8 B 6 55 14 B It 6 4S �S�g T�g1A .1 MR I'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 t0 9 7S 5.5 35 - S4 12 10 9 8 8 5 S 14 12 I0 9 B 7 55 4 t'AitpE IfA�Wei ggkT 1g _ _ _ _ _ _ _ _ _ 14 12 10 9 8 B 6 45 A3)IN CASE THAT PRECAST STDNE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISONC WALL OR FLOM 5•^0 14 12 10 9 9 7 ; - I4 72 t0 9 8 65 S 3} 14 II 30 0 SS 5 JS 3 ANCHORS SHALL OE LONG ENOUGH TO REACH TME MAIN STRUCTURE BEHIND SAID WALL fl}85HES.ANCHORAGE SHALL eE AS IND=CATED ON i; 12 t0 O $ 75 4.5 - 14 12 10 e 9 8 6 •5 14 i2 10 a a 6 4.3 W.73i NOTES AI)&A2)ABOVE.FUR INSTALLATIONS ON VINYL STRING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 75 65 45 - - 14 12 IO 9 a 7.5 S8 4 14 12 10 9 B 6 14.513.5 INSTALLATION INTO OFS Y01H METAL.STUDS SFE SHEET 2&4. _ - - - - - 14 12 i0 4 B I75 5 JS 6•-O` 14 12 lD 9 7.S S. ] - 14 i2 10 &5 7 SS a 3 14 12 8 6S 53 4 3 (B) TO EXISTING CONCRETE BLOCK(ASTM C-90) 14 /2 __ 9 8 6 - 14 t2 10 9 a IIS 5 75 i4 t2 10 9.5 8 5 4 - -1/b'6 TAPCON U1711 ADVANCED 7NREApfOR24 TECHHOLOOY ANCtHORS,/S MANUFACTURED BY F.T.W.BLNLDEX. 14 72 8 9 5.5 S - - to 12 t0 9 9 85 4S 35 t4 72 to $ 7 5 3.5 3 - 1/4'0 a 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. - t4 R to 9 7.5 5.5 4 3 - 7/4-P BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 7'-a` 14 72 iD 8 6.S 4 - - 1; # 9 TS 6 4.5 3S - 14 taS 7 35 4.6 3S - ^1/4P TAPPER+ANCHORS AS MANUFACTURED 8Y POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BUT&SPECIALTY 14 12 10 IT 7 4 - /4 12 fo 9 75 55 4 - 74 12 s 17 75 4.5 - COMPANY OR ANY OMER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WYIM THE AMERICAN SHUTTER SYSTEMS ASSOCNTON.INC. 14 '1t 7 3.5 45 - - 14 72 10 9 75 SS 4 - 14 12 9 7 6 45 3 - NOTES: _ _ - - - - - . - - 74 t2 76 8 6S 5 SS - B.1)MINIMUM EMBEDMENT INTO CONCRETEBLOCKOF BLUE TAP W/CAP ANCHDRS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON N7IH 8•^0 14 12 &5 7 SS 3 - - 14 t2 B 0.5 5.5 4 J - 25 9} 6 3 4 3 - - 14 72 9.5 7.51 6 - i4 12 AS 0 65 5 - - i4 72 8 6 a3 4 AISYANCED 7HREAOFORM TECHNOLOGY ANCHORS 5 7 iJ 95 0.5-5 3.5 - - - 14 12 10 B 6.515 - - 14 12 B &5 'S 4 - &2)MINIMUM EMBEDMENT OF 1/4`tl I J/4'ALL POINTS SOLID-SET ANCHORS SHIALL BE ENTIRELY EHBEODED INTO THE CONCRETE BLOCK.NO 14 12 Lts 7 55 4 - EMBEOMENT INTO SHFCCO MAL BE PERMITTED.1/4'3-20 S5.MACHINE SCREW USED SHALL BE 7 112-LONG MMLMOSA SHOULD STUCCO - 14 11 7 SS S S5 - It E 53 4.5 35 - - 14 12 a 6.5 45 - 14 12 8.5 7 5,5 < - - 14 105 7 5.5 6 45 - - IXISY,AND 1'MMMULt FOR WA115 WITH NO STUCCO. IIS 8.515S i 1- 14 12 9 7 5 45 - -1114! 1t 7 35 45 3S - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER ITE FOUND ON THE E-ASRNG WALL OR FLOOR. _ 2ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10•-O 7 5 JS - - 114 ? 85 3 4 3 - - fo 75 5 4 3 - NOTES&T)$B.2}ABOVE FOR 7NSTACTATFONS ON VINYL SiOO1;G OR QFS WITH OR WtiHOUf METAL STUDS CONSULT TITHES ETtGWEER.to It T.S SS - - 9 6 5 4 - - ZS 95 6 5 { 4 _ FOR INSTAlLAT10N INTO EIFS WITH METAL STUDS SEE SHEET 20. 0.5 8 5 - - B 6.5 55 • - - 1J 10 63 - _ 7D5 7 55 41 35 - - (C) ANCHORS SHAM BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOWS VANUFACTURER. 2.5 rs S- - - 29 6 4.5 -4 3 - - 9 7 45 3.5 ] - - 14 10 7 - ='=-214404 7 55 45 - - - 75&5 3S45 3.75 - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.M)VERSUS SPACING IIELA71ONSAP FOR ANCHORS. 9.5 7 i5 - - - 74 ll5 73 6 5 - - - 12 9 6 4.S 4 - _ _ _ - 13 10 65 !`R• DISTANCE VERSUS cPACING SCH,QiiLE TOR ANCHORS: T2•-O' - - - _ - 17 B 55 4 SS - - 8 6 4 3 - - - - MIDO UM ANCHOR SPACINGS ARE VAUD FOR EDGE INSTANCES INDICATED BELOW.FOR E.0.LESS THUS THE INDICATED.REDUCE 5 4 - - - &5 B S 4 - - - - ANCHOR SPACING BY MN.TIPLIING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. _ 14 iD.S 7 SS 4.5 - - /1 a3 3.5 4.S ]5 - - REDUCED SPACING OBTAINED USING FACTOR SHAT.NOT BE LESS THAN AHIMMUM SPACING INDICATED FOR EACH ANCHDR TYPE_ _ OR - 12 9 6 4.5 4 - - Fes' IDN e - - - - - 10 75 s + 3 - - - 7s Ss 4 13 - - - °GTS w/ADVANCED TKRFADFORM TECH TAPPER+ 12 9 a 45 4 - - - 9s 7 s t 4 - - - q�pE OR C ALL POINT satin SET BLUE TAP w/CAP B 6 - 13 95 6S 5 - - - - 05 75 5 4 - - - - OiCTANCE MM.SPA.dNG WN.SPAQNG B} 55 4S - - - pp E.D. 3' 4` MIN.SPACING r 3 1/2' WIN.SPACING=3' 3 J/t` i' 14'-O' 10 7S - - - - •- 9 7 SS 3S - - - 7 3 35 3 - - - O E TF POSED QTN 101 CMXR ME 9IXX POURED 0656 HE& POURED CONCRETE& FQA ED CDCFETE CONAETE HAF7C Y� MH E&.3 1/t MN E3L•2 1/2` COIICiHEfE BLCdt CONCRETE BLOCK MN.E&•3 1 2 MH ED.•2 1/2• 11.5 B - it 8 S. 4.8 - - - - 9 65 4} - - - - I)1,A LEY TO.3 1 WE E0..3" /, 7.5 - - - - - - 12 Ila - - - - 8.3 7 4.S - - - - - pF Atl[• WORKING 3' 030 IA M78 1.0 0.84 1.0 IS'-0' - - _ - - ITS a 5 - _ - _ 4'3L/S FY 2 1/2` 0.81 7.0 - - Ds7 - 7.0 g _ _ _ _ - 6.3 IN �tJ�SQtJ '� to - - as - - - - a.3 a 4 - - - Y 0.7T - - - - 0.51 - 1.3 1 3/4` D ..0.43 W7 - FLORIDA BUILDING CODE (High Velocity Hurricone-Zone •111 r1�, 0 2017 EASTERN METAL SUPPLY,INC. - --- ..•,..r.. a� BERTHA HV7. 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EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0-0.35 OLDS) -UM 1/2"COX PLYWOOD(19455 APA) 2 ANCHORS 10 HOLLOW MUNG;qaLL Or AS PER MOUNTING TYPE U.SAM 17 AND SHALL CONSIST OF 4-ANCHORS SWLI,BE INSTALLED fotloviM ALL OF THE RECOMUENDATAINS AND SKCU)CAnoRS OF THE LAS SCREWS AS PER Has 20tS 5PECtFICAROM- ANCHOR'S0ANUFACTURM. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) j CO 2017 EASTERN IAEIAL SUPPLY.INC. 4./7. BERTHA HV-u,, q'6 ,7... Accordion Shutter System KY. aADE .01fo 7 L-E77: A.S.S.Aw #1 W/OR w/o KV.WNDW IKADE American Shutter Systems rEY.N.i DESCRIPUOH DATE BRASH BY ML LUT TESTING & ENGINEERING COMPANY OLD 15-OW DB/02/17 Association, Inc. I •G5761 Ar. 5355 N.W.JW SL.St.305.WGIM CAROMS.ADOGM 334M 4268 West Roads Dri- 2 phone (31")671-lwo.I"�(305)571-1531 DRAWING No 1� .-..&wl...ftl West Pohn Be=h.FL 33407 a - N ti Wa7 EU-0006719 PX. Phone: (800)432-2204 .Fos: (551)209-8380 4 17-122 % 01 A.MLUY Jr. SM T FLORIDA Uc.1 44157 5 !3HEEr iS 0 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ B nn�� (AS APPLICABLE MAX, SHUTTERSPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMIT TO 105.0 sf. A.S.D. SIGN PRESSURE RATING SE 1 FOR MAX SPAN & /<o TAPcoN nnN ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE & WORKING IN UNISON 1` iHREA0i0Ru tECNNOLOCY __— - 1Y/1 1/2'Kin.PENETRATION r-1/4'0 TAPCON WIN ADVANCED --- - J OF THREADED AREA 70 THREADFORN TECHNOLOGY _ EXISTING If0OD HEADER. 1 VT/7 I/2'Nin.PENETRATION — � (SEE SCHEIXIIE ON SHEET 15) - THREADED All EA 70 EXIsnwc?=D EAD F_ < 1A;L SEPA"THN .:1OOR V.h' (SEE SCHEDULE ON SHEET 15) Til CASs(SEE OR(q SOIiDOF ON 5F ' v 1—1l FOR LTSEE`1'42g1 1$C!7) } . OR� �1.u'''•r 1/4'e-20.J/4•S.S NACHINE SCREWS E70rnRG t QY S1_TF . 19 Gpi [il; IE; fl I V £o-1 Epi v/1/4'-zo rMs o 12-O.C. GLASS-; esus,&© 01 i I I /- FlIUSH: i FINISHil,'�OPiM)NAL 1' F_ L�1 �•! ' 2 •- ! 'x lEXISI 14G/AIN. . - - �lWALL i4'1'IDOD - FINISH t{�] C1� :.'•'.;-,:: 1 HFADER REQUIRED ) OR @� I ,�/a��T:X1571NC AIN- __2'.4'WOOD EXISTING MN.SEPARATION T 1 HEADER REOUIREDTAPCON WITH ADVANCED GLASS= TO GLASS(SEE f 'U 1 THREADFORIA TECHNOLOGY U111-SEPARATtpN OF THREADED MEA O SCffDIRE �� I TO G1A55 I ' 2'14'COM_SILL - W/ 1 1/27 M .PENETRATION :I FIFt Ha" Arm ! EY.IrnNG PLATE REO'D. - ( f.V Si:E�t9 M CfA55-t (SEE SCHEDULE I Z NIDIYIDTN OF WOOD PLATE ON SHEET 11 ) 1 - (SEE SCHEDULE ON SHEET 15) OM HV WALL HEADER INSTALLATION O HV WALL HEADErt IUSTAI i Anna OO HV WA 1 SII I )Nsrel E eTInN _ T _ EX!SRNG - -- AIN-SEPARATION I. f' AIN.SEPARATION T I GL0.5S—` U0L SEPARATION i ' TO GLASS ' ' TO GLASS 1 2 i4'Four. TO GL.155 1 EXISOrIC -(SEE SCHEDULE 1, 1 (SEE SCHEDULE-- i L'J SEE SCHEDULE : WOOD PLATE; ( CUSS--- ON SHEET 11) Y EXISTING ON SLIEST 11) x REO'D--L ON SHEET 1/) -,T, ,'^ i - l f (i1 GLASS ; I/4'0-20.3/4'S.S. r-jJl 1/4'0-209/4'S. I�I MACHINE SCREWS W/ _ MALNME SCR rI j 1\— I •� ?.rVIPlL �• t �'' - ^ 1/4-20 NUTS O IT: - I USMC 1/4'-2O NUES 1 it J L•�J „�.�•::.•./ FINISH 1• !I' M-l.' 12O.C.�.. I ��( �nI ® IY D.C.- 1 .0 i j __J III I �Q OR IB 'Srv+ r 17 on 18 ( 13 oR 1 1 DR 1 2'x4'COHF—'-; WOOD PLATE REO'D- - ' II'M rs. 1 1/4b TAPCON WITH ADVANCED ' /THREADFORM TECHNOLOGY _ 1/�O TPPCON WITH ADVANCED •`/ W/1/2'IAin.PENETRATION OF '•� 1 THREADFORU TECHNOLOGY ':,! --1/4'P TAPCON WITH ADVANCED 'il I iNRFMED AREA INTO PLYWOOD. 'LOQ" - \ THREADFORM TECHNOLOGY t \'//1/2'Uin.PEIIETRATTON OF 1-SEE SMEE7 4 FOR TYPICAL L2-.4 COM. Y//1 1/2'Alin.PENETRATION 1 �? (SEE SCHEDULE Oil SHEET 15) _ ' :. I THREADED.RFA INTO PLYWOOD. SNUf1ER ASSEMBLY. SILL PLATE r. OF THREADED sRFj1 O -_ FASTING MIN.2'x4"STUD$ % •-1_ V `, (SEE SCHEDULE ON SHEET 15) 2-MOUNIHG SECTIONS CAN BE - REO'0. WALL VIDYIIDTH OF WOOD PLATE. • .-1/2')ATN.COX PLnYOOD REG-D. O 16'O.C.NAX.REO'D—/ ,' l COLE®I1E0 111 ANY WAY TO _ - I .:T`,FINISH (SEE SCHEDULE ON SHEET 15) PLYWCOO 70 BE ATTACHED 70 1/2'MM.CDX•. _WALL FINISH SUIT ANY INSTALIATOH. --- '�EAIrnNG MIN.zit- CHER STUOSO I6'O.L.MAIL RDANC STUDS W 322ACCOF THE IYRH PLw�ooO REatJ ®HV WALL SILL INSTA eTInN PL711/000 TO BE ATTACHED TO STUDS W ACCORDANCE SECTION 3322 of THE F,DC. I.BECTON 2322 OF THE F.B.C- ♦5EE UNIATIONS OF USE OF � ©NV WALL SILL INSTALLATION A//ArAAi.�HV WALL SILT INSTALLATION 61.0E 1�aN sgeET 19 _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 EASTERN METAL SUPPLY.INC---- ��c lvs� •_�y BERTHA HVTM IMITECO ,NL . A s Accordion Shutter System ■ ■ ■ ■ H V. MADE#1 W/OR W 0 H Y.x1NDON MADE / TICCIT TESTING& ENGINEERING COMPANY American Shutter Systems Q f�. y REVJHo pL3CfllPiloN DATE DRAW BY: M.L. ••.• TA .. �y �' F3•3 N.-]EU.St.Sk.JW MM.WALYt/5•nDRM 3316 Association, Inc. 1 OLD 15-080 8/02/17 DATE-. Q9/02/17 1' Phone:(305)871-1530.Fox:(305)871-1531 4258 West Roods Drive '-�fn ............RI ��LLII e–mal:wlecoo4ol.com West Palm Beach,FL 31407 J DRAINING NO •Ij(1/ ED-0006718 Phone:(800)432-2204 .Fox: 561 209-8380 11 0 E A, WALTER A RLUT b,P,E ( ) . 17-122 P.E:-SF1 )UF7E/DATE FLORIDA Ue.B 44167 SHEET 6 16 OF 20 INSTALLATION . DETAILS ON EXISTING WOOD. BUILDINGS FOR i HV & HV+ BLADES (AS APPLICABLE MAX.. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE1 SHA(L n ONLY BE LIMITED TO 105.0 i2sf, A-S.D- DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & I-Y/ALL FINISH . ALL A.S. DESIGN PRESSURE RATING FOR INSTALLATION-TION RKING IN UNISON —1 4 TAPCON%Wff 2 milli. FORM .-EDGE(IF APPLICABLE) ...... ADVANCED THREA 41.0'(IA..)EXISTING— TECHNOLOGY W1 1 1/2'Ni-- WOOD SCAM REQUIRED. PENETRATION OF ITHREADE-0 STRUCTURAL ADEQUACY AREA TO EXISTING WOOD OF EXISTI14C WOOD DEAN EXIS17 HEADER. 1/4'0-20%3/4'S.S. To B� T NO WOOD RUSSCS OR (SEE Saicoutil:ON PKWPS TRUSS HEAD RAFTERC 0 24, SHEET 15) REGF7f.XD"q,`GN,,&R. E ED LSn. GITNE SCREwS ARCHRECT PRIOR 70 112' Q.C. R OUIRED T 19ED W1 1/4--2D NUTS SHUTTER INSTALLATION. 0 Ir air- 1/4"0 TAPCON WTTH— ADVANCED THREADFORM EXISTING SornT .257' TECHNOLOGY W/ 1 1/2'MIL PcIErRAMON OF THRtADED U..THK, AREA 10 EXISIIHC WOOD OEM Ea- CONT_ALUM.TUBE M... 9114 E I !1 -76 ALLOY16`P LAG)W/ (SEE SCHEDULE 01)SHEET 15) (GGS3 C IT a or SCRETYS TO TRUIS& r or @ LOCATE LAG SCREW$AT MIT)NN1004 OF EXISTING WOOD MEN.BER.(2-In.-I DTNI) FaURIAL TA EMSTING MIN r.4 OPEN HOLE AT CACH—' EXISTING— HEADER REDID UIN.SEPARATION W 2 UN--PFNEtRA110.4 OF E IvL Of STUD 70 ACCEPT ED WITH FOR CLASS To CLASS -- EXISTING SCREW INSTALLATIONS WITH 72 psf (SEE SCHEDULE ON SWEET 11) GLASS 2Q06=01'TUBE. MAX.AS-D.DESIGN LOAD AND 9•-6'MAX.SPAN.THIS ION W EXAZ J= INSTALLA7 IS ONLY VALID �a, ; - w� FOR WOW w/LL N.SPECIFIC EXISTING I CRAM OF 0.50 AS OWGLA5 HV WALL-HEADER INSIALLATION GIASS---j --QOR(W I I OR(W FIR OR SOUTHERN PWE N.Z =kTo OR EQUAL- 5I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, CAN BE COIJBINED 2_t,AN SECTIONS It,ANY VAY TO SUIT ANY INSTALLATION. j,"I-I CEILING INSTALLATION t'.j '-'HV CEILING INSTALLATION I OR Q* :UW.SEPARATION 70 CLASS MIN-SEPARATION swDir 01 SMUT (SEE SCHEDULE TO GLASS 11 FM RAM C S., Ott SHEET 11) LAS CIASS—' (SEE SCHEDULE ON SHEL (D EXISTING I ALTERNATE_, :ANCHOR EXISTING 'LocAnor; CLASS—' 2'.5"IJIN.WOOD 3/0.w. 010.3/4"IiEX I .--DECK REQUIRED 7 FINISH;' 1 7 3/81 ---WASHER PM K (No FINISH AtLo)NED) I 2-.r-MIN.WOOD-4� 4 r: SCREWS 0 12 o- _OF 7/ DEM REQUIRED(NO EDGE OF DECK FINISH ALLOWED) IF APPUCABLE 49, 1 (�)091 -- - 2 t-VO�-- EO--�-1/4"0-20.3/4-S.S- EDGE Of DECK- —1/4-0 F.N.TAPCON WN az"i—1 TAPCON WITH L • HEAD IF APPLICABLE ADVANCED THREADFORM ORu "ILLIPS TRUSS TAACWIJE SCHMS TECHNOLOGY I"/r Im, AWA14CED THREADF W/ 1/4--20 NUTS TECHNOLOGY NY/1 1/2'V.. DECK IF PENETRATION OF THREADED PENETRATION OF THREADED 0 127 O.G. • APPLICABLE 2--MIN. AREA 0 0,910MITTH OF%*GW 1 2.4 Co )/4-0 TAPCON WITH ADVANCED THREADFORM TECHNCINOGT FLATE. ;I,P AREA 0)ADVAOTH OF WOOD W1 1 1/2-W--PENETIRAICON OF THREADED AREA URO V-100D 01-M (SEE SCHEDULE ON SHEET 15) PLATE (SEE SCHEDULE ♦ON SHEET 15) (SEE SCHEDULE ON SKEr 15) ':X)HV WALK-OVER INSTALLATION MON V)HV WALL SILL.INSTALLATION (W)HY FLOOR 114STALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY,UIC.- BERTHA HVTU Accordion Shutter System /107L-E C 0 im-. s A.S.S.A. Rv. BLADE#1 W/caW10 KV.WNDOW BLADE American Shutter Systems M.N. DMR171108 DATE JORAWN 13A U.L. OF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-M S/OZ/IDATE.3 ) PTATI: if I �a�S I—34ti,SL.ST..30%WO�WCM FLORDA 33)66 426B West fi..d3 Gem OD/02/17 Ph— (3DS)WIS-1530.F-:(M)671-1331 .--T,GTiec0a0ei.eam }Vest Polm Beach,FL 33407 OWING No Phone:(800)432-2204. Fax:(561)209-8380 17 22 WALTER A.MUT Jr.Px- FLORMA 1:<.1 44167 SHEET 6 17 24 END INSTALLATIONS 1' HV & :1A` HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2•Y,•UCL N'OOD STUDS Vs-P I-,-- (AS FPPUCA5LE) \\ t\ /1 (.rAD...lL`O THRFACFDRLI 2:4•IADI.nOCD 2-�4•AIDC •.� t \ /( TECNNOLCwY DTY aURDEY ` / STUDS RED_.. `_ "ODD STUDS Vl/I JS D 6"O.C. \ / 21C NOl.D. `I\ /'t, (AS"PUZAEEE) 21 n/I I/Y HY.iFJTFADED \ . I i STUDS REOb. l\ / AcxsN t / V,.1 PET:ETRAn/z 1:nno STUDS oRUK `.zxowu \;� �� _ .\ �' : r� �•i.,zl \ / 1 E%bTW.GLSS-. /. 1 'ERL�R .To 1/2- / COY' r �- _•\\ F 1 r--� \\/ / PLYUDOD r NO STUDS EYbt. 1` r S -m5ONO GLASS - /• ;-ExISTINO GLASS f T 1 /• \ /E�Eo\lf•"' 1 �, i /r•- r \ I /` i \` &asri:c CLASS / l 1 /Z\ 16v.StiyASAMYIt-T-: 7 \, f V2'OIL CDx FT.Y6Dotr.l ! 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SEE DEWL x (--n error rx avA:) ) i 1 OR 99�� SIDE CONNECTION / SEE DETAIL x FOR-�• -IOR 10 TRACKS SEE DETAT.Y FOR-- SIDE r^ �yeLC-`Y�-.�ra,)�iD•[Sw 90E IUWEMC10.6y -d-I�•L-��-SD.D-je L011NECIIOV '� '•.'L2 o�.(a(�r.erste la`p..j]e .,0 '-,mss- ` -d .� 05 `>o. -a�..3-:f�;-.f3- Qtf- .., ,..L.L). . to-T9.•�•��ii.. -r_`o��v.:e�-,in-s- ro 7Racxs '(S.-C7:-R2-C6_••C•9 .�o.•.L•-va3-DQ?i3. 16j•t-z f,7 re CY,r..13 ':6)-7, 'f�. s.fts-a:•fe3%--.Lj37 • a-7.a.t,-'- 6434r6•tq- (B..y'b..LQ.33.-,_y.�5. la•se-.,(`3..Ls.D�-�• END CONNECTION DETAIL 2 SND CONNECTION DETAIL!8% END CONNECTION DETAIL(9) END CONNECTION DETAIL 10 E.11Nt •REOURED ORLY FOR SPANS CRATER THAN 12•-0- EA51)RG li/S5� IADYANtZD TP.RFADFOIW ADVAlICEO TIRE1DFOaL - ^CV55 ! TECHNOLOGY•ICY 6UILOE% TECHNOLCGV nW Dr g r-` 1 KKNORS N/1 TR'wN. u:a1DRs x/1 1/2•LmL r t 2••; Im!-�° I RISTATED PET.r"l.RAIW:1 THREADED POIERDTION ( / O SEE LIMITATIONS OF USE OF LVL�.Ai17fL STUDS REob. _RIRI SNOS D 12-O.C. 4110 STUDS O 12-O.C. /10,1 2-SNS. LVL SEPAP M- TO GAS j 016(LC.�, 70 QAS(Sr2 50fnu o r; i 1�Y U. s1EDLtE al EEiETT T• ;4' BLADE tyA`-ON SHEET 19 IT rRi U",U r7 11 rat DA-;;TA\O '� _ ON SIM 18 MR j� i i / \ /'A .76-:• ( dA•]S,h � ------ V• a/us�.e vel ; \ / T 9 ----- 1/2w ll- d6:r- % /7•MIT; - j' Q-wav - (J OR'LAT .4: / \/ 1 / l ' (1,OR:jI'= - •4 `. 4 = re:.�7`:..r�siR•T3- �YL4L m6.1 2 as"NN.TODD:t nALL_'" !: 'r•(O•:iI-e7r•'L•L3- VIEW Y _va•'3a .Z]«d'/..�{Ti.. STUDS REDID. - mrSN -JD'•.f_5.•=., wi :.03- PLAN ra:•:-'rj•i2..rj.t.7�i.,( .. 06-071 3.aJ•df'..••£g' f_s.Sd.:f3•is-'J•f�•- 53:•Da-.3•a,§•-�n �e:•f. •SSsis•fs er•fd.s•f3.•[9•t� DETAIL X END CONNECTION DETAIL tl tt' END CONNECTION DETAIL i12t FLORIDA BUILDING CODE (Hioh Vejocity Hurricone Zone •• !�i. ...... v O 2017 EASTERN EIE7AL SUPPLY.INC.-- - - - •• � L sF •P � A S S A BERTHA HO/T(,, �fil EC �-, o Accordion Shutter System st ' Hv.PLADE#1 w/CR w/O H.V.WNDW WM .Ty71 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Fw DESCRIPTION! DA1E IDPWM eY: „L '•. S TE OF ?4 6358!LW-`ETR Ste A,303• M1R. G)ADENS.ROam 331ft Association, Inc. 1 OLD 15-080 /02/I WE: 08/02/17 (305)871-1530.Fa.:(305)671-15.71 4268 S/est Roods Dr-2 '� '•.,OR{D :'�k TTY �:1D1-0.u.cRD West POhn Beoch,FL 33407 , DR"nnG NO •SISI '••••••'•'�\ !1 Ee-0006719 Phone: (800)•132-2204.Fox: (561)209-8380 7-�22 0Q(� tt �� 11+ VALTER A TUFT Jr.P.r P.E:5FALr/SCW�1}I�RL/97 FLOAOA U..E 44167 5 SHEET 6 18 OF 20 ScTJ,�,EM LIMTTAT(ONS AND CONDITIONS OF USE FQJMMZ E)j WORKING IN r^L9tt 3a:Z5w.12mi�4� UNISON VM HY MHQQWJLAQE-W �"( 22,_, I 1.MAX.A.S.D.DESIGN PRESSURE RATING.}110,-110 P-4.T. 1 : '.. N O 7 : U A G y c3YS—; I 1 2.MAX SHUTTER SPAM;967. 3.A11WIED MOUNITHI S:A 0,G&H ON SHEETS S.7:AS WELL AS T 1 MOUNTINGS M,O,T,U&W ON SHEETS 16&17. 1 1 i 4 ONLY CENfFAM4TE5 Q1 (BOTH W/ 44 DR 2�)AAE ALLOWEO WITH t +� AR ED IN A SYMMCLU CAL OR OPPOSING UYWf.INCASE OF OP NO YON,{35}MUST ABM RtCCUOED ONLY AT EXIMOR ACCESS SIDE OF CENTER"E 1 5.(A)W WNDOW BLADE @SHALL ONLY ALLOW A PMWU OF 5 OPENINGS (3-P HOLES)FOR 0 PER BLADE AT SPACINGS SHOWN ON SHEET 4. iYP.FA ENO f 1 L j (B)Mtn.CLEARANCE FROM TOP OR BOTTOM EDGE OF IPA WINDOW UL E i OF ANY 3•P HOLE FOR®SMALL BE W. MAX.5 x11:000+5 () PLLOxED AT HV STH OAR BLADE COMING OUT FROM TERRIERS AT ENDS PAY BE IfV %U4001111RUDE A, ' (D)HY MNDOW ULADE 0 MUST BE USED ALTERNATE 70 A SOLID FN BLADED • THROLIGTPWE SHUTTER'S WIDOt- BLADE I AT=HAIL SIDE OFAY HE INSTALLED ADJACENT TO A SOLID TN (F)PLR.YCARf>DNAIE 11V HiNDDW©SHALL BE INSTALLED SD 7 TAUS FACE THE INTERIOR OF TRE OPEMANIT BEING PROTECTED.}iV YANOt}Yl tt•T)MUST BE SEE /�-A� ONLY INSTALLED AND LOCKED USING A WSETTING TOOT.PROM BY ASSA. COIDEND LEOTION i INC. OETALS ON SNEElS1' , i ld 10&to EYP. ;i r a� � 6.SEE ANCHOR SPRUNG SCHEDULE FOR INSTALLATIONS INEO WOOD FRAME FULL HEIGHT.-- t E� BUIL04NGS ON SHEET 15•AS LIMITED BF SPAN AND DESIGN VAD(SEE NOTES i A 2 ABOVE). ry P '1fP ?: 7.SEE ANCHOR SPACING SCHEDULE FOR RMALLAROHS IMO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED By SPAN AMID DESIGN LOAD(SEE NOTES 1&2 ABOVE). 1-L•- B.MINIMUM SEPAAARDN TO CLASS SCHEDULE. (SEE PIAN FOR REOmR£MENIS) T D N 35�7Y?TOP&BOTTOM SHUTTER SPAN EMIiuUM SEPARATION TO Gt155 ••h71AfRED'MO EL£Y_AT_ION .{RSEE MIT.SSvFEiREAtrav TO CLASS 9G'Ma SDiDXAE CTT SrW 2O EXISTING GLASS-, ON THIS Fl. lFi?VOR S' �EE NOTE 4 ABOVE) ;16�ta;r LZ4•�25` / ifl— :27«22•` SRtMETRtCAt CEtNERPATES'ZTL 27 ,�ti• r P•°"'i"6�"'7 It/22 OR'�5•ANO W/O�(SEr NOTE s ABOVE) PLAN' TYPICAL•1, HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE j A SHUTTER* � ----— N f5-f... FLORIDA 6UILDING CODE (High Velocity Hurricane Zone I:I A.TO 2017 EASTHRN L(ETAL SUPPLY.INC. �.....- a BERTHA HVTL, rT1 L E C O (N�. ■ , ■ ■ Accordion Shutter System = y Shutter UADE#T w/OR W/O Nv.15(NDDN F3LADE American Shutter Systems REYxa OESCRIPriON i DATE DRAWN BY, NL TILLIT TESTING & ENGINEERING COMPANY />,ygbGIOflOD, Inc. 1 ow rs-oB0 /oz/1 DATE: OD/O2/17 ' STANK Of =p wss n c:mti sl st.sos,WRrmw a Rours,RLYIDA:sla 4263 Wact ETOads Drive z v° P» e:(306)571-1530.Fa.:(306Ja7T-75 1 DRAWING NO `'v A West Palm Beach,FL 33407 s , yO p',.-ty TLti e-mu5: 0006DPnLeom {^ R A.T ncxsTTB Phone:(800)432-2204.Far(561)209-8380 1 S T �' -�@ Csl I/L1 WALTERTER A. sT x.PX-P:Crs(A�6F3.'tAibR�F,/E1A`ff noR�w ue.>T ee167 a 9 fE 20 ..nr.,: REOUI.RED MWIM.LRA VARIES= INSTALLATIONS W1 n HV BLADE & HV CENTERMATES K.1 7/21 0.03 719CK XU I'L•,.ASRI A-653 GRADE 40 2 7Aoa, p T- Nin.G-EO AU'.51 w ) 43b INTO METAL STUD WALLS * ao D - TIEIAL STUDS AT 16-O.0 oo- '-W;Wj` .475" 3B * G N 0 U 30 1f4"m NOMINAL ALUMINUM SLEEVE ` ' dao o, ••I� @b FOR BERTHA 1 HV BLADE ACCORDION SHITTTFR 6063-T5 ALLOY LREIwLR�DIIINUN ; Min. 1 1 I I •Nz t SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4 i 6 1/4.1 0-075'TKCK LSn.'•,Q3c C 6-O.C.��,I 1 - N 3.DOD" COM.CAM STEEL 7RA.CK MMNL7.1'O r`� SEPARATION TO GLASS S HEDU „�_Maa.— Asru a-653 GRAnE<o ui,.c-so 0 6•O.C.� 39 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. GALVA•OzED Fa57En'.TO STUDS I ;Ex1sNJG IwISH ! W/(2)j6,lh"TCK SCREY5 ON 1 -AS APPLICABLE 1 ,�•, MINIMUM 1 I wIERr3R&EXTERIOR FACE I I 1 2. MAX. SHUTTER SPAN: 84' SEPARATION -7 tae LENGTH+ 1'1- MIN- GLASS TON E3tlslwc cuss—+ = TO GIIISS To cULDU 3. ALLOWED MOUNTING:(BON THIS SHEET. (SEE SCHEDULE) ;-® ® 436 1.,[4"0-20X3" BOLT MUST PENETRATE 434 I• _CXiSRNG FINISH 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOYED O AS APPLICABLE I n WITH 21 ARRANGED A SYMMETRICAL LAYOUT- EOUIREO In�mM a 6'o.C.'•; 01 USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 'T 3/4-,s T EE D.D35-TKCK rcn.i INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF •250'-[- - .050' I Can.GALV-STEEL TRAtlT CNAHHEL,1430 430 , ; i ASI.A-653 GRADE 40 Min C-00 , , , , GALVANIZED FASTENED 10 STUDS i i e s-O.C. I' CENTERMATE. - � !in W/(x)/fi.1h"TEK SCAEWS on ,--! 19 •.I I109CR&EWERIOR FACE r ,� -I/4'0-20 THREADS 6 0l; ; *# BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43 GT? 1/2- 3B CENTERMATE 2TO O APPLICATION WITH BLADE 1 12 PRODUCTS FAB-LOK HD REQUIRED MIINMUM , „Oj ' 1f ------- dab 1 1/Ya 653 OWE 4 VARIES I ® 6 D.C. COMPONENTS N:n I I/--653 GRADE 40 2"LIES tr G-60�V•STEEL MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'D.L. -COSTRJG FINISH AS APPLICABLE SCALE: 3/8'= 1" (TTP.TOP&9orrOAQ ------•--- -- - f---7-------I -- - --- -------T- - 13/41 6 1/4-,0.035-THICK Min. LExISrINC CUSS � t /CON(-GALI.STEEL TRACKCIUNNEL, •ASTM A-653 GRADE 40 Min.G-60 SYMMETRYCAL 1 GALVAN'ZED FASTENED TO STUDS I I I SYMMETRYCAL Y.%(2){fiat/2"TE1t SCREWS OIJ 1 1 014. GLASS ON VARIES INTERIOR&E)aERIOR FACE CENTERMATES W/ CENTERMATES W/;I I - SEE SCHEDULE) Mom.EXTERIOR ACCESS SIDE 1 INTERIOR ACCESS SIDE: 1 (------------------- -- ---- -------- ------------ -- --- -------- --------- - -6"(TYP.) "N.S`PARAIRTN TO CLASS 2 —___ ____—___ W/Iwoe tact IN J J JAN.sTo,I 7o aAs IN ----------1 _ ----( �) 6"LIK,.•��w/auTSDe taec(s¢LumJq i 4 , --------- ------------- - ' ---- —.— --==------------- -—r`-' ------ ---------- t - ----- y 1 -(2)42 -- -- r -� LOCATE 21 - 21 - ' 1 NAT r I IN HEADER/ LL EN i• i z1 2 - ��, 5 S 12 `Z:(6-Min.) ' 24 VIEW Y ., 1/4-(Typ.)--6 1/i(Typ.) I 7- —•7' 6 1/2"Max.SLACK ** SIDE CONNECTION TO TRACK (Cont.) HVA HV8 ,77rFr/A""",LADE SLACK DETAIL HVF ljV� FLORIDA BUILDING CODE (High Velocity Hurricane Zone �k:.............T J` ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTL, ZI 1 L E C O �INc. Accordion Shutter System .` A w KV.BLADE#1 W/OR W/O KV.IMNDON BLADE E .1� ° American Shutter Systems REV.Ne DESCRIPTWN DATE DRM,sr. aL A1C EC + TILLIT TESTING & ENGINEERING COMPANY �(v WSS N.7t.Sem.SL.Ste.»3.MOM CARGENS,na0 QL 3316 Association, Inc. 1 OLD 15-020 a/oyf wTE: 09/0±/17 _ , PI—:(305)971-1530.rax.:(3Ds)971-1531 4268 West Roads Drive x % ��; e-mei:61lecou"I.com West Polm Beach,FL 33407 y DRAIYIYG No =�SS�ONAL��.•' `D-0006774hone:(800)432-2204.Fax: (561)209-8780 Y/AtTEI1 -0067 Jr.P.E.Pa P.�'$[71s/(SIGHATORE/Da1E FLORIDA tic/44167 5 SHEET 6 20 OF 20