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7/20/2015 Florida Building Code Online s 4•��� y a 3 3-Q ~rs �. .., i 1 E I✓ED ti 7 �r ti BCIS Home i Log In ' User Registration i Hot Topics Submit Surcharge t Stats&Facts Publications i FBC Staff BCIS Site Map ? Links Search Bus'ines. *'i) Professi 1fl -- Product Approval - Pal USER:Public User U.'^ T,—� q=- a,uy Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE .1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 httoJ/www.floridabdldino.orelor/or aDo dtl.asox?oaram=wGEVXQwtDavYYHH2vJvx53MwsXdCOtOXtHs6RlTCYUw%3d 1/2 FILE Copy ! { GENERAL NOTES: T.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VE.00ITY HURRICANE ZONES. DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0,85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(5th EDITtON)FUG AND SHAD.NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 TOM 17,25,26.28&28A IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN'MND LOADS DETERMINED PER ASCE 7•10 SHILL BE 1`11W REDUCED TO A.S.D.DESIGN WIND LOADS AREA T' W BLADES M Al &C2) BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX,(AS,D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17.25.26.28&28A GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WINO LOADS WAS bW USED IN THEIR ANALYSIS,BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V,ACCORDION SHUTTER SYSTEM'S ADFOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF 11NE ABOVE MLTNTIONED CODE AS PER ATL REPORTS: TEM SYSCOMPONENTS 2I-37 SHEET 3 -HV BLADE 1O/0214.01-03,/0715.01-03,/1001.81-05,11214.01-05,/0317.02-06,10609.01 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4-•10 AND/0210,01-11 AS PER TAS 201,TAS 207 AND TAS 203 PROTOCOLS. /� ' -HV WINDOW BLADE @/0''505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 As PER TAS 202 PROTOCOL. AREA 2. W BLADE\V AND W WINDOW BLADE /�V (WHERE APPLICABLE) -INV F12AM•ti:l/0422.01-OS AS FFR TAS 701,TAS 7712 AND TAS 203 PROTOCOLS. Y�Y''' TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 ?..!N SLIDE LrruvD ETY rE�2 AAE ENGIREERCD TO WORK IN UNISON WITH EACH 0711ER IN AREAS WHERE THE DESIGN PRESSURES TRWSTION FROM END ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E, CONCRETE/BLDCK SHEET 6 WIND ZONE MUST BE CLEARLY 10EHTIFlED IN ACCORDANCE WITH CMWIER 30,OF ASCE 7-10 STANDARD.ALL MOUNTING CONDRIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DETAILS F-L-CONCRETE/BLOCK SHEET 7 I CORRESPONDING WIND ZONE..THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS.DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR INVBLADE i CENTERMATE DETAILS HV SHEET$ I &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WAND 7.0HE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGLIRATION AND ASCE 7-IO/�STA��N STANDARD,AND SHALL DE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CENTERMATE ALTERNATING DETAILS W SHEET 9 HV OIADEA,'.AW 1N WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/ 14X2.75 AND IG 14X1.75 RESPECTIVELY,410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 i SERIES SINNLESS STFEL SCREWS WITH 135.0 kat YIELD STRENGIH AND 188 ksi TENSILE STRENGTH PINS SHALL REE COATED WITH B[RTHA HV GALHOSIRCLD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WRIT AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST RFAR THE IN MARKING ON THEIR HEAD. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ! 4.ALL ALUMINUM CLOY.EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS Y AND S.MINIMUM YIELD SIKEINGIH FOR 6063-76 ALLOY 15 STAT kai AND 35.7 koi ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 FOR 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLDCK SHEET 15 ANCHOR SCHEDULE-WOOD SHEET 16 5.ALL SCREWS SH BE SIANLE5S STEEL 304 UIL 316 NSI SECT(OR CORROSION RESISTANT COATED CARBON 51FT1.AS PER DIN 50018 WITH 50 ksi MP:.YIELD STRENGTH AND 90 ksi MIN TENSILE I STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE-WOOD SHEET 57 t INSTALLATION DETAILS M-R,WOW SHEET 18 ! G.DOLTS TO DE ASTM A-307 GALVANIZED STEEL,OR A151 304 IXC 316 5FRES STAINLESS STEEL WITH 35 ksi MIMUIIM YIEID 51RfNGTH INSTALLATION DETAILS S-X,WOOD SHEET 19 i 7.SRR THE FOLLOWING SNEtlS FOR ANCHOR SPEC67CAUONS:FIV BLADE i: 13.(4,1 S,1b,t7&2NTA END CONNECTION DETAILS 7-12&X,WOOD SHEET 20 1 Hv BLADE •26. W BLADE 3 WORKING IN UNISON; 13. 14& 16 AREA 3; HV BLADE(2 ONLY 8,THIS BERTHA ION.ACCORDION SHUTTER SYSTEM DEARS A U.S PATENT/6'779,582.COMPONENTS Or TOTS APPROVAL ARC COVERED,IN WHOLE OR IN PART BY U,S.PATENT /5'458.179 ISSUED TO TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 21 i PASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GG,CONCRETE SHEET 22 9.IT SFW1 BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY IRE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 10 BE ATTACHED W INSURE PROPER ANCiICRN;E CONTRACTOR TO CENTERMATE DETAILS HO SHEET 23 I SFAL/CAUIK ALL SHIIITER COMPONENT EDGES WHICH RFMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/TNN INTRUSION. END CONNECTION DETAILS 1-6&X,CONCRETE/BLOCK SHEET 24 10.CACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:.DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 G FIV AND NO CENTi3TMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. ANCHOR SCHEDULE.CONCRETE SHEET 26 1 1 I.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE.ONE LABEL SHAM..BE PLACED FOR EVERY OPENING.LNIFLING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. AREA ¢; HV WINDOW BLADE ONLY 17.BERTHA H.V.ACCORDION SHATTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION I WHERE PERMIT IS APPLIED TO. _ TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13 (n)THIS P-ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;IN WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. TYPICAL-SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEI.ECDON,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF This PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE AREA 5; HV WINDOW BLADE/Y��V ONLY FROM THE CONDITIONS DETAILED THIS ED ON TAIDOCUMENT.CONSTRUCHON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A (c)THIS PED.WILL BE CONSIDERED INVALID V ALTERED BY ANY MEANS, INSTALLATION DETAILS.METAL STUD WALLS SHEET 28A (d)SITE SPECIFIC PROJECTS SHALL EE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME NINE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER To THE P.E.n,ENGINEER SHAD.SURWT t0 THIS LATTER THE SITE SPECIFIC I DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.Q.SHALL BEAR THE DATE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE MOD High Velmity Hurricane Zone) THIS DRAWING SHALL ONLY BE USED TO ```AAAAytl1a' NMMC�AAAi, ®2015 EASTERN METAL SUPPLY.LNC. BERTHA HV OBTAIN PERMITS IN THE STATE OF FLORIDA �� �''• � •'(,„��J/�J•'.rc� y TM E 1 N c. Aw S N S MA■ H.V. AccoIII W/rdion NON.V.Shutter w11atuBDW System tt ? *•• �����' MADE TINAmerican Shutter Systems •Hc DescRllmaN OAT[ IMAYAR BY: M.I. S7A7 •*= AssoclatlonInc., I OLD 11-124 (M/137/5 M1E: 04/13/15 6355 R.W.3w,U.sta.345,WRGWYA O;A nom IU XUDA SST Ph-I:(305)871»1530.Fm:(305)871-1531 4265 Westroods Drive 2 ORIDA •'4`�:� a-"aa:Ult-a°°L�°"' West Palm Beach. FL 33407 3 DRAWING No j ,,Lf's'••..........-qty E1-0006719 { 15-484 `�rj. AS, WALTER A TILLB,k.P.c SHEET P.E. S i ;dKtjDA� FLORIDA UC.j 44167 s 6 1 OF 28 i I VARIES r 61 4.371' 4.857 05 V 90'/180' S-TARTER 02 HV BLADE :,SOLID BLADE (�)HV UNIVERSAL FLOATER \ HV SOt, QUAUFIFD(TR USE W/ COVERED UNDER US PATENT# 5458179 COVERED UNDER US PATENT 1 5458179 QUALIFIED FOR USE W/ W BLADE 01 & 20 HV BLADE HY WINDOW BLADE 6005-T5 ALLOY AND TEMPER 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AAO TEMPER OUAUFIED FOR USE W1 KV -SEE umiTATioNs or USE OF BLADE @ ON SHEET 28 BLADE Cl)&(�., 6063-176 ALLOY AND TEMPER 3.226 1.50 6063-Y6 ALLOY AND EMPFR .124- 7.670" P.) L.67) 2�.�2216' 72 842 91 t 12V S 7.tlq2—' 4 __4 .1315, 1- ---±-43q7 T 12 1375" HV ADJ, ADAPTER WAIP R 0,072" S20 QUALIFIED FOR H WALK-OVER TRACK 4 6.226' _ USE W1 HV QUAL 8 LADE CI)& QUALIFIED FO USE W/ w T BLADE I & (9)HV TR NCH TRACK 6063-T6 ALLOY AND TkMPER �b 0 QUALIFIED FOR USE W/ IN QUALIFIED FOR USF W/ HV 6063-T6 ALLOY AND TEMPER(g) BLADE(D&(2)ONLY. Cl� HV RAINGUARD 13LADE Q)&(g) 6065-T6 ALLOY AND TEMPER QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER VARIES BLADE I & 2. 1' _1915" �_+'. VARIE$ 1.936* 6063-T6 ALIOY AND TEMPER 917 Ud.. O Zw DOT 083, M-3 060 n. DGO` _O- DGCr 67 6 ra 630 1., 670 1 60v.. '70 3,1 .0 70 ? zo 3.6 3. a. (1�'HV CEIULN_f,-HEADER HV HEADER/SILL U13 HD C 3.58 QUALIFIFI) FOR USE W1 14V BLADE( ONLY. QUALIFIED FOR USE W� W BLADQ(1)ONLY 6063-T6 Al QUALIFIED FOR USE W/ KV EILADE(1� (�4)fif) WALL HEADE CIO SH CEIUNG_HEADER/sit- SEF SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE(D&(2 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER SLADE COMPONENT A B TI T2 ZALIFIEC x Y t 2* 2' W25 HV(D Mw 2' S-MAX. 1/8- 1/8 1. 3" 0�090* _2" 5-UM. 0192• 0.192- HV02 — _ -, _ — (�4 lj�o SIDE ANGLE ALUMINUM ANGLES 7'MO. 0.190- 0.190' HVOI QUALIFIED CORNER POSTS foALIF USE W/ HV b OUALIFTED FOR USE W/ HV QUALIFIED FOR USE W/ W IBLADE 1 BLADE(D&(g) BLADE (SEE: SCHEDULE 6053-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 600-TS ALLOY AND TEMPER FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) ........ Q 2075 EASrrRN METAL SUPPLY, INC. BERTHA HV- Accordion Shutter System ECU/75LE A.S.S.A. BM H.V. E 11 W1 OR W/O HX WNDGW &N.Y.BADE ll� American Shutter Systems PMV. DESCRIPno" oATE I DRAWN w., WL TIL LIT TESTING & ENGINEERING COMPANY Associaflon. Inc. I OLD 11-194 04/13j" 3/15 &W H.W.36�St.SW X5,MRGV"GWJLVS.RO�331V Ph (305)"1-1530�F��:(305)871-1531 4268 Westroods Drive 2 NIS L PinN DRAWING No 41: West Palm Beach. FL 33407 —3 *1,;10/0AfAL 4 ED-000719 15-084 14JI1,1161111% WALTER,T1UJT Jr.P.E FLaRW U..1 44167 5 SHEEr P.E. SEAL/SIGN"ATURE/DATE 2 OF 28 4.660 .929* 4.576" t/4"-20 E CAST JILS" "O�DM.EL .745* OWED PAN" E CAST 07 (2 Trp-) HOUSING EWJMEL q SWED PAXIOD L TURN URAM CYLHDOR .062, 875' EIt j KEYS(CHROME (CHROME RATED) PLAND) (2I) HV CENTERMATE 1 (4 HY LOCK BY EGRESS LOCK OUALIFIED FOR USE W/ HV EILADEQ&(9 ONLY (Z-2) ffit-RDAB G CENTERMATF 4* -AED FOR USE W/ W BLADE(1)& ONLY QUAL Def? USE W/ HV QUALIFIED FOR USE W/ KV BLADE 6063-T6 ALLOY AND TEMPER QUkL E & 0 ONLY. BLADE 10& ®ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CE leAlUFIED FOR USE W/ NLY 250'DO. 18. 2874' 6063-T6 ALLOY AND TEMPER Pl�"FAD 1.756" -92? 945 TO 2.079` .360"AFTER RIVETING 5 4 12 I -— U 01 'R 11)00_ of g O�i .875 BEFORE RIVETING tn 1/4-1-20 x 3/4 S.S. THUMBSCREW 1-a-0-20 HIMMUR *SERIES 94"ALL)WHAIM(2024-0 ALLOY)LANCE FIANCE HHIK SHEET NMER,PART 1 0870.AS MAH1111ACTURED BY AVOEL 622' CHOIRY TEXlOFK PARS"EHY.WW JERSEY 07051�OR EOuAL. PLAN F?ONT ELVAtION --i•566 HV MAL LOCK CENTERM, ET LOCKER FOR "T" QUALJFIED FOR USE W1 W BLADE �Z FEMALE QUALIFIED FOR USE QUALJFIED FOR USE W1 }(V IATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER GLADE.(1)ONLY, OUAIJFIED FOR USE W/ HV BLADE 01 ONLY QUALIFIED FOR USE W/ HV BLADC(J)ONLY W IfV HIADE(DONLY. 6063-T6 ALLOY AND TEMPER 6063 TIS ALLOY AND TEMPER 1417 _ 1.917' .4 A-111LAA81URN LNOL OR 7 KEY CYI INOLR .0Z.62' w :.21 .545- 0.875"Wn. .125'MO., t3 t� 0 HD CIENTERMATE W/ NO LOCKING ROD Ho cEwEgm E w/ LQCKING ROD 0 Cl QUALIFIED FOR USE W1 HV BLADE Q), 1A)&(g) QUALIFIED FOR USE W/ KV BLADE & 6063-T6 ALLOY AND TEMPER C3 HQ CENTCRMATE'S INSERT 6063-T6 ALLOY AND TEMPIFR VAR 12'MIN. QUAIJIFIED FOR USE LADEQ),LA)&0) W 13 /4�-20 6063-T6 ALLOY/NDHVIE THUM13TURN 1 MPER A=N,YK CYLINDER (SEE DUALS) OR KEY CYLINDER 1`57 Yin. ® LOCKING RODA -i'S 14'0 HD LOCK QUALIFIED FOR USE W/ HV BLADE(D&(D 6063-T6 ALLOY AND TLMPER HV 368"0-16 ACETAL 20 AJ3I -304 BY REGENT HARDWARE MORTISE LOCKS SERILS 2333 HOOK BOLT LOCK. 4RIES S.S. THr ED FOR USE W/ I IV BLADE 10,(��& INSTALLATION WILL REQUIRE A 7/16- HOLE THUMBSCREWS /�S- QUALIFI 5 Ews V & DQILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR q5g,,Vj,,AV BLADE 01 &W QUALIFIED FOR USE FLORIDA BUILDING CODE (Von High Velocit Hurricane Zone) A 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM EN Accordion Shutter System A.S.&A. —�l L �EC 0�iw c N.Y.BUDSIT W/OR w/o KV WMW BLADE 0.MADE I American Shutter Systems REV.ft DESCRIPTION DATE TILLIT TESTING & ENGINEERING COMPANYAssociation, Inc. I OLD 11-194 3/15 STATE OF 04 JIM N.X.35U�St.St..3W.VIROM CARDOOL t'LORIK 331U 4a _1531 4268 Westroods Drive 2 -XI I U H lu Ph— (305)871-1530�F-:(305)87 DRAWING No —ndl:tiftoc~— West Palm Beach. FL 33407 —3 4 I^n /dNAL ........ CO-OD06719 4 WALTER A.MLLIT Jr I P.E. -5 SHEFT RE. SE"IRXIGE/DATE FLORIDA UC,IT 14167 6 3 OF 28 , }� ' l / / { ! � ' w i s T •®"`L�*dJ' *NOTES ON HY LOCKS AND CENTERMATES: X ®w ®•�a�«� 1. 16VIEWTORY CONDITION f1: ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE tlR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR iNST TIONS 7 ANY ELEVATION. FTV OR or MAY DE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOn OR CENTERMATES Wf(2) 1/4'4-20 x 1f2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. - 2.OP T;,IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR § MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES LOOCA ABONS N 0 RALLLOCKSS SHALL BE AS BE AS INDICATON NOTE ED ON TYPICAL SHUTTER ELEVATION. V 3. i o w #ZIS U HIM_ I OCKSL-LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY I) 4 a+ °R ) °"® BE USED IF DESIRED 70 ENHANCE SHUTTER PERFO MANCE. LOCKING RODS 4R AN ALTERNATIVE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). e1.y — 4. �•"�^`TORf fY1NDRKMJ UJz:ONE HV LOCK(� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND iNSTALLATtONS AT ANY ELEVATION. HV HOCK 22 or @ S'TWD.BE USED AS AN OUTSIDE OR INSIDE LOCK Md ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS(�1 £ o Uta AT TOP& BOT? SHALL DE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ERR ALTERNATE TO MANQUIDRY qMDITION#I IIES1 8.ff� ONE ALTERNATE W LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST tAT10NS AT ANY ELEVATION,ALTERNATE LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT / ^ c OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 OR @ CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION ENE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO _ g - LOCKS AT 1/3 OF SHUTTER SPAN. J-vI i I *[COTES ON BY "T" LOCKS AND CENTERMATES: SEE 1. #11 VALID ONLY FOR W*T-I QM 4M COMFAKIES gj AND ! CONNECTION \f5a Q$:ONE ALTERNATE HV'T'LOCK Qt)MAY 13E IN AL.LED IN LIEU OF HV LOCKS OR Q FOR ANY SPAN AND OETAIIS ON o F r N I x L o p q x V W X INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT SHEET 11 TYP OF LOCK INCLUDES USING!R;�ENFORING LOCKER .AS SHOWN ON SECTION ENG,SHEET 9,WHICH MUST BE FULL HEIGHT. CONNECTED TO CENTERMATES`fig AND 0 W/ 1/4'0-20 x 1 1/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32' WINGNUr OR W/ 1/410-20x1' S.S.M.S. INTO A 1 f4'0x 5f8'RIYNUT.COCK MAY BE INSTALLED AT MIDSPAN OR 12' i OF CORNER MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS O5 TOP AND BOTOM IS MANDATORY. CENIERMATE *NOTES ON HD LOCKS d: C_ TERMATES: /�� \:J� 1.198 iDCK 3(�WI HO r : ONE ALTERNATE HD LOCK(�MAYBE USED IN LIEU OF *C�+C�o'\:J• . w HV LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK Y�MAY BE USED t AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT OF HD LOCK 0 TO @ 13 W/3 J8 K 3/5'F.H. SS.M.S..AND INCLUDES �I�S•'1�S�aK C'�* 1`�a+l�$ * at REINFORCEMENT INSERT� AS SHOWN ON SECTIONS HOB,F +MTD SH(3'.7J0 LOCK-MAY BEINSTALLED AT { C8)«®°q®*l'�J°i I B•C:/Opl.:/ MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MiOSPAN 1gE.9Fr tACKiCfG�.8605��iSnCOMPLLTfIY OPIKINAL_` TYPICAL (1) HV BLADE SHUTTER ELEVATION l/ N.T.S. i uuuluNNN FLORIDA BUILDING CODE Non High Velocity Hurricane Zone I ;yA;�L'(•_..�•:•./(� i,��' ®2015 EASTERN NETW.SUPPLY, INC. f V ' �ICENi1+ BERTHA HYT- � *' I�E MECO �M�. \ A,S,S,A■ Accordion Shutter System -o c'rfi i �{ American Shutter Systems MY.BADE 1 W OR W 0 H.Y."Wow &ELY.BLADE TILLIT TESTING & ENGINEERING COMPANY o�x+� °AR' DRA10N D' M'L' 0 Association. Inc. 1 OLD 11-194 04113/15 ME.- 04/13/15 Bass N.N.Seen.s4,St.MS.vwepaA esFnrtts,noRDA 0315 Phone:(305)871-1530.Fax:(.305)871-15al 4268 Westroads Drive 2 DRAWING No S/••.,.,..••�tt14``� a-mom® ooavl.mn West Palm Beach, FL 33407 3 1 rJ—�$4 S ' 411", L AEN%00 WaRR A TILUr dr.P.E. 4 SHEET P.E. SEALIS WA'TURE/DATE n0WA Nx.t 411&r s 5 OF 28 , i { i I • i i POURED CONCRETE POURMD POURED' OR CONCRETE BLOCK } CONCL�NCRET£ CONCRETE ANCHORS REQUIRED CONCRETE ANCHORS MACHINE SCREWS S i Raoul REQUIRED J CONCRETE ANCHORS (SEE SCHEDULE ON (SEE SCHEWLE ON W/ i/4'-20 i (SEE SCHEDULE ON SHEET 13) SHEET 13} SHEEP 13) NUNS a 12"O.C. 1" OR14 Min. _1/4'0-20.3/4'S.S.- - 17 aR 18 EO Eq MACHINE SCREWS _{q gqUSING 1/4"-20 NUTSi/ 1� N 12'O.C. E.D.- 0 . .250'Max, VD 0 -.250'Mas.E. i i I OPTIONAL `-a maNAL tat.ssrwum ; i To aAs(sLE -q.fuw-SFEET t,1 MIN. SEPARATION TO GLASS _ 1 t2 FOR wa omu ,1 1)OR �Ig w , EXISTING s .,(fir SCHEWLE ON SHEET 12) { EXISTING ; O/9 FET 28 RR i GLASSY aA2s@AQ9 , MIN.SF.PARATION TO GESS I f GLASS' r t.. EXISTING r(SEE SCHEDULE ON SHEET 12)L LL G1A5s i .. ____ _ ... _ (CO)HV WALL HEADER INSTALLATION Hy WALL HEADER INSTALiATIdN ! �B) HV WALL HEADER INSTALLATION + 1 WN.SEPARATION TO GLASS CLASS—i ,p,,yp ,ryp1 , (SEE SCHEDULE ON SHEET 12)'— C1)OR a�S00OME�'�fEf EYJSONG i MiN.S:PARA710N TO GLASSS r f2m - rI,' ri, (SEE SCHEDULE ON SHEET 12) ; UI 5QT 23 FOR BAmm&(% ' 8Xi5TiNC ' r, t � I -, oFnowat CLASS In •IiJf 'Max. �• /, ;ii / Y ".^., OPTIONAL I / / �' '13 OR\) F f U4 -� // 1/A1• -13 Q l f T. /'^'i:: ED] 1.2 OR 14 __ - _ _1/4'0-200/4"S.S. Min. / Eq7EO PHA..i lPS TRUSS HEAD /� // 1/4'0-20x3/4"S S PHILLIPS L 1 18 MACHINE SCREWS USING L_!_ CONCRETE ANCIi0R5 TRUSS HEAD NACI IINC SCREWS J -CONCRETE ANCHORS 1/4"-20 NUTS 0 12"0.0. - t"(SFE SCHEDULE ON WJ t/4'-20 NUTS ti 12"O.C. 'j�/J-y (SEE SCHEDULE ON SHEET 13) // 14- IOURCO CONCRETE- SHEET 13) 'i POURED CONCRETE I / OR CONCRETE BLOCK OR CONCRETE BLOCK WALL REQUIRED D HV WALL SILL INSTALLATION (SEE:SCHEDULE p REQUIRED {� POURED CONCRETE SHEET 14) U HV WALL SILL INSTALLATION I OR CONCRETE BLOCK " WALL REQUIRED H V WALL SILL INSTALLATION NOTE FOR_cOMTUNA'OO N�QE-gEGT)DNS: INSTALLATION DETAILS W! t- SEE SHEET 4 FOR TYPICAL SHUTTER s ASSEMBLY E.D.=EDGE DISTANCE ♦ SEE UYfrATIONS OE USE FOR (1) HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 14) BLADE 1A ON SLIFFT 2R IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE on Ifigh Velocity Hurricane Zone A. j�All- 02015 EASTERN META SUPPLY,INC. �CEN S ':✓9', ---- BERTHA HVTM "r- 1L E C d iN.. A.S.S.A. Accordion Shutter System H.Y.wx#I N OR W/O HX VOW BLADE&H.Y.BLADE American Shutter Systems ,H DESOMPRON DATE MWN Br: M.L. p TIL IT TESTING do ENGINEERING COMPANY i �,�y= N7ATE OF =S N.W 3W 5t_Ste.b1.t�ixztA CAROO6,nlXUP.a 33t Association, Inc. 1 OLD 1t-184 04/13/15 Il>ltE: 04/13/15 �, P .� PLto :(305)821-1530.F.:(305)821-1531 4268 Westroads !)rive x DRAWING No OAIQr` a an:aec0omlcam West Potm Beceh, PE 33407 3 i 1�ss/ONAi.``OA���� WALTER A iJr.P.E 4 5-084 RF FLORIDA Lk.!44167 5 8 H RE/DAA OF 28 . m�/r�(�nw+til 1 �I 1 i i i f I , POURED CONCRETE ANCHORS I,Iri 9ER'Iu1KN }— ,4F''11♦ I ' ��— CONCRETE (SEE SCHFUULE ON SHEET 14) To OA55 M ) OR 'L7' I : 1!1 KOiO m� 1 REQUIRED _ EDGE SLAB OF i tx DUCETM I I �N.ss.+una ,I Snow M i Ls�slQt-Hx1 T."M m FOR ro 0L .D. AP EXNSR BAI>E`'@a�I EXISTING j{ GLASS i a swcr txt "., j i ALTERNATE I , EXLS we r I iANCHOR , WASItER HFM i I GLASS ' LOCARON i i i TEX SCREWS O ' i 1ax 1315 3/8 MR. 12"O.C. I EDCE OF CONCRETE ANCHORS SLAB IF w / (SEE SC*EOUIE ON APPUCABLE \l •_ SHEET 14) E I E EDGE OF r I --I I , SLAB U EXISTING I, Ci.16S---+ FL7GE OF APPLICABLE SLAB IF 'j /1/2� + 1' ELA IF I ABLE -SLAB IF _ W O /// O Dl A'PU�t PDURFD 1 _ -• _.___J POUIWO- FIAT HEAD CONCRETE ANCHORS MH V aim r0vR„� I -' i�OR ♦ PoLXiEO _.f_ _ ._ /r RLOUIRED COtNCR YE .._�.D= REQUIRED ONCRErE (SEE SCHEDULE ON SHEET 26) f CONCRETE .. �E.D.«^- - FLAT HEAD COHCRETF ANCHORS aAOsO)ap REQUIRED ---E.Or (SEE SCHEDULE ON SHEET 15) !1 TRENCH INSTALLATION _J.. VAUD ONLY FOR UP TO +70. --75 PSF (j) HV FLOOR INSTALLATION (j)HV WALK—OVER INSTALLATION PRESSURESCHEDULERATING & OR SPANS PER (4)HV CEILING INSTALLATION CONCRETE ANCHORS FExnNcr -(S—EE SHE O-UF ON SHEET 5) G A XIs.0 f 3 EXISTING! a CIASS- i Tv -iUMAuS1 M T 10 ' [ GLASS C i-'Lvx�'sainu "Y a+'aom zy- -- Q 01 f @MT! #10:3/4'HFX WASHER ytt,c3/4' HEX HEAD ' T / HEAD 7FJ(SCREWS O / 2Max. I TEK SCREWS O 9'O.C. I _ _ 1 ' OR 1/4-0-20 S.S.H.S. i CONCRETE ANCHORS {- / 6 ,i� I_ J/ $14R3j4'S.D.S. i .�- O 9'O.C. � { w/NUT O 9'O.C. (SEE SCHFOULF.ON ^ H •C:+""18 -------- PIR---_-_moi SIIEC7 15) 77 i8 1/2' - I ' I EDGE OF .. .. SEE NOTE 13(b) SLAB IF A POURED CONCRETE-- ON SHEET 1 APPLICABLE F \ CONCRETE ANCHORS SEE NOTE 13(b) OR CONCRETE 13LOCK .D NL1RE0 CONCRETE (SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BLOCK SHEET IS) REQUIRED REQUIRED (L) BY WALL WALK—OVER INSTALLATION OPTIONAL— - POURED C) HV WALL FLOOR INSTALLATION CONCRETE REQUIRED (�J HV RAINGLIARD INSTALLATION `! nog: INSTALLATION DETAILS W1 ,HIS INSTREMOVABLE HE24TION ERFOHALL AE �) HV BLADE: 4 yQTE FOR CONBINA]ION OF SECTIONS: »E.0.=EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE SPECIFICATIONS ON SHEET 14) OR EITTR TO AN OPERABLE EXIT f SEE UMRIA)ONHS EE USE FOR AS SEE SHEET 4 FOR TYPICAL SHUTTER E. OR ENTRANCE BIAUF\A�ON SHEER 28___� ASSE]N84Y 2-MOUNTING SECTIONS CAN RE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. pd111111N/ FLORIDA BUILDING CODE on High VelocityHurricanetti A, Zone) 1 .......... . m 20 15 EASTERN mEYAL BEWMA SUPPLY, HVTm NG. * _ / I C L1 �r,�. A■S.��.A. Accordion Shutter Sys#em _ c1' �� = American Shutter Systems v.BIAS i N OR W10 HY VANDOW BIRD£& KV.BUlOE j - -" DESCA"ON DATE DRAWN TTY: M.L. 1 ''3'S: ATE�ry Tt" TILUT TESTING & ENGINEERING COMPANY 36u,St.St.JOS,VM M"DENS.FU3ftOA 331V AaaOClatiOn. Inc. i OLD 11-144 04/+3l16 DATE: 04/13/15 {I �_ Phone:(305)071-1570.Fav:(305)871-15J1 4268 Westroods Drive 2 DRAWING No Nij `'Tf.�� c-Rw2:mt«aOaaLaam West Palm Beach. FL 33407 3 .T /'gyp f rR'��j.,y;NAL E� A`°� WALIEA 0.�W f1Jr.P.E. 1 i 5-084 NTII H/TIL FT.ORIDA Ua(44H67 5 SHEET I P.E. SEAL _OF e 7 CF 28 i 1 1 t , 1 SEE END WALL ETS 11 & 20 SEE NOTES ON LOCKING RODS HV LOCKS& A111— G,,S INSTALLATIONS WZ a) HV '1,'7 1,"'LOCK BLADE SLAC F0-07T 90, LXIST EL, ;IK DETAIL HW IS VALID FOR ALL CENTERMAIES AMUCATION WITH MADECD BLADE W/ HV CENTERMATES (20 OR SEE END WALL -CONNECTION — EXISTING GLASS DETAILS ON SHEETS I 1 20 -------- - --- " 31/4 6 -1/2- (6063-TIS AILOY)ALUM. QPEQSING YM ETRYCAL ANGLE N/(2�1/4'0 TAPCON 1/2- 1 - - A TO CONCRETE i CENjQRM4AT CW�MOTE, , MIN.SEPARXH H To - JjOxZI/4�S M.S.0 PTOP/801TOW)& CI, TO CLASS 12, W/ HV LO W/ HV LOCK (SEE SCNEOULE (4)110xl/Z LLS, TUBE D.C.FULL LENCKT. SUS Al LACH ANGLE. ON SHEET 12) Z,, :q� . O* 3 505 C35)r El�l f-4D--- 2' 4 (D HVIJ HVIC HVA POURED CONCRETE OR EXISTING GLASS FCONCRETE BLOCK WALL RE!!�%Ll) SYMMETRICAL 6 7 -@-16O`er MIN SEPARATION GLAS FIN ] LXISRN CENTERMATES TO CLASS @-@ (SEE SCHEDULE ON SHEET t2) GLASS LOCK OPTIONAL I AL SEPARATION _=IN TO GLASS OPMONAL (SEE SCHEDULE (INTERIOR) ON SHEETD12) CONCRETE FO—U�l AKCHORS'O L 16 D.C. w. 0 0- 3 VARIES 90, /2-MO.SLACK FOUT] [OUT (EXTERIOR) HVE** HVE HVQ FLORIDA BUILDING CODE (Von Hiph VelociHurricaneZone 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HV- Accordion Shutter System 7r777 7�6 ,m.2 A.S.S.A. I-M RADE 11 W1 OR W 0 ItV Ti7m VANDN BWE&H.Y.MWE Amertcan Shutter Systems EV H D=R"Q" DATE DRAWN EW-' M.L RING COMPANY A93060flon, Inc. 1 OLD 11-194 TIWT TESTING & ENGINEE cqtyis aArE-. 04/13/15 �s N.W. SL S�305,VIRGINIA GARDW.RU)ftk 331SE DRAWING No —n.X'j('3OS)87I-153O.F.:(305)871-1531 4268 WestroGds I r 2 .—I:LIE-61.01 West Polm Becch. FL 33407 3 1 EB-ODO67T9 15-084 .,j pUTmel 10 14 0- Jr.P.E. WALTER A.ThJJT ComoLk.III 44Ir7 SHEET P.E. S SIGNATURE/DATF 6 B OF28 i i i ALTERNATE INSTALLATION W HV "T" LOCK SAQ HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & SEE END CONNECTION DETAILS ON SHEETS 11 Sc 20 LOCKERS W-/ d) HV BLADE 4 OY_T90' ��E%ISIING CLASS BLADE d SLACK DETAIL HVF,INDICATED ON SHEET 13, AS WELL AS UNIVERSAL FLOATING BLADE(J)DETAIL H._HW. INDICATED ON SHEEC 10,MAY BE USED VATH THIS ALTERNATE INSTALLATION DETAIL..SHOWN IN THIS SHEET. (� ®•®aR©9+�3aa19+�$ars�g AFF END CONNECTION DETAILS ON SHEETS 11 & 20 (1$083-78 ALLOY)ALUM. ' ANGLE W/(2)1/4-0 TAPCON I"I 1/2- ANCHORS TO CONCRET — (TOPlOOTTOM)do 1i ——- -•——-- -•- -- '-- —-- _ '-_. - - -—- ...__ 1 (4)#10x1/2-S.M.S. To TUBE- kl'INII ' 1� AT EACH ANGLE.(TTP) R. ) I N * MIN.SC-11014 HV "T" L 30 HV "T" TG GLASS 3 LOCK (INSIDE3 LOCK (INSIDE) (sEE SC+CDULL ON SHEET 12) 35 �11T 35 35 _-1/4" 0-20 x 1 1/2" S.S_M.S. Q —NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. >(c �HV "T" LOCK (OUTSIDE) 2fi 1/4" 0-20 x 1" S.S.M.S: seE NOTE s FOR Hv LDCx 3 30 HV "T" LOCK (OUTSIDE) ON SHEET S. W/1/4"O x 5/8" RIVNUT t. i f t SMES 9444 ALUMINUM HVG* i (2024—T3 AlOY)tMCE FLANGE THIN SHEET NUTSERT.PMC f 0820, AS MANUFACTURED BY AVDEL CHERRY TENTORN,PARSIPPENY, NEW JERSEY j 07054 OR EOUN.. j \aMnuDNpgi FLORIDA BUILDING CODE Man High Velocity Hurricane Zone " \�\P�.• .+.�!iii C 2015 EASTERN METAL SUPPLY,INC. BERTHA HVA TECVMIc. Accordion Shutter Sy stem S S V. AE 111 1111 OR W/O N.V.WINDOW RALE&H-Y.RUDE = d:y/ American Shutter Systems .N oLsctartroN w1t OAgwn RV: M.L s'�Cj•.(/"IN S TILLIT TESTING & ENGINEERING COMPANY Association. Inc. r an 11-194 W/13/15 DATe 04/13f15 6=N.X.368".SL,Sia M.YIRSi4A G5Fi9at5,f;ORiW 33I 'M :(30.5)871-1330.Fm:(305)8/1.-1531 4268 Westroads Drive z DRAWING No } . ....�`��� e---I:tat�weo9.rAm West Palm L3each, FL 33407 s .��—��� '�an,NAL 11EN111\\\ WALTER A RLLR Jr.P.E. S SHEET P.E. SEAL/SIGNATURE/DATE U.i Mi67 5 9 ur 28 i l 1 SEE END WALL CONNECTION DETAILS ON SHEETS 11 A 20 -rMSTTING GLASS F0_U_T1 n1 INSTALLATION HV BLADE W/ HD CENTERMATES SEE END WALL CONNECTION o'oao-o'o'@ F-EXISTINGGLASS DETAILS ON SHEM 11 A 2Q- 2-x2-XI10-X0--r35 35 (6063-T6 ALLOY)ALUM. 1/2MIN.SEPARATION TO GLASS ANGLE W/"/4TO - — (SEE SCHEDULE ON SHEET 12 (OPTIONAL) (a—) TAPOON AN 110 x J/4*S.M.S.0 12' OMCRETI IN 3 • ,rP MGM (4) S.M.S. F TOM TO Eir Ar TkCH (4) H.V. (4) 1 E cro") 6 1 2* PINS (TYP.) 5 AND PINS(TYP.) Tor J� VA 2 30, EiRg �3 37 31 OR 32 HDC—Hvc HQ_ —H (0i'DONAL) O AL) 1108—HY13 OUT SYMMETRICAL HD QENTERMATES SYMMETRICALI CENTERMATES YVj_(a)- LOCK—KINTERIOR) W/ Ut LOCK (EXTERIOR) SEE NOTES ON LOCKING RODS(D &HD(3) LOCKS ON SHEET 5 @ UNIVERSAL FLOAIING uwEg DETAIL HDU-HYD Is VALID FOR ALL CENTERMATES APPLICATIONS WIIH BLADED 09 (D —Z HDD—HVD FLORIDA BUILDING CODE (Ron High Velocity Hurricone Zone) 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM Accordion Shutter System rn.T7im o A,S,S.A N.MADE t, HN. III Wl OR 0/0 VAHM OWE&H American Shutter Systems qEV.W DESCRU TION DATE DRAWN BY: M.1 ��/STAT K' TI OF LLIT TESTING & ENGINEERING COMPANY 6MS Nw_3WL SL�St..30,w9tow GARM"M.p"Rok�'U Association, Inc. I OLD I 1-194 so/t3lis DATE: 04/13/15 t, 4268 Westroads DRAWING No lCIA.1"I Ph (305)871-iSM.F..:(305)871-1531 Drive 2 .2;titt-rift.1 West Palm Beach, FL 33407 3 At. E94-0006719 4 15-084 oll WALTER A.TUff Jr.P.E. oolmillkl' FLORIDA U.#44167 5 -------1_SHEET 16 OF 28 P.L. SF-AL/SIGNATURE/DATE 6 IURED CONCRETE POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIFFD BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED OUSTING GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 2'MIN EXISTING GLASS 0 16 O.C. i 2- IM SERMATION 70 MASS(SEE W SEPARATION MIN.SEPARATION EQ ED SEPARATION SCHEDULE ON SHEET TO CLASS(SEE TO GLASS(SEE TO QASS(SEE 12 FOR RACE OAND 904MULE ON SHEET 1/16"x3"MAX.--...` ON SHEET 25 FOR SCHEXILE ON SHEET SCHEDULE ON SHEE7 0AND 12 FOR BLADE(SAND 12 FOR BLADE(DAND (6o RADESO&O ON SHEET 28 FOR ON SHEET?.a FOR ON SPEC 28 FOR 63-T6)CONT� 12 FOR BLADE (LOCATE AT U.)& ALUM CLOSER BLADES(D&G) -0- eoDTsPLATE.'(LOCATEB.ADES &Q) ETTHER SIDEO EITHER IN NW`-_=__-^«--- F At EITHER SIDE CFO) Q) I 1 4-USE 1"OR 2-MAX. /2-MIN. T T- OW (AS APPUCAI9LE)4-.I/8-.O--2- _ > S.MZ_ ALUMINUM CUP ANGLE 0 16'O.C. (6055-T6 ALLOY)AT MIDHEIGHf 4 (1) 810x1/2"S.M.S.TO@& (2)1/4-0 TAPCONS ANCHORS TO SEE DETAIL X F WALL AT 1*D.C. (LOCATE AT 1 OR SID CONNECTION OR EITHER SIDE OF(D) SEE DETAIL X FOR (Co R N(jr TO TRACKS SIDE CONNECTION SEE DETAIL X FMO SIDE CONNECTION S.G.o.o-ca I-@ TO TRACKS TO TRACKS 0-0-0-0-0- 91-0-0-0.0- (9)-0-0-0-0-09- 0-0-0-@-0-0- END NECENO CONNECTION DETAIL END CONNECTION DETAILa END CONNECTION DETAIL.(j) PGURED CONCRrrF OR F =R-ANS-BEATER THAN 12'-0' CONCRETE BLOCK WALL EXISTING 4 SEXISTING GLASS REUtRED CLASS G) ------------ MN,WARAI" 8IW112-S.M. TO CLASS(SEE MR.SFPAFIATION OR SCHEDULE ON SHEET 41 16' TO GLASS(SEE ------- CR@- 12 FOR a"OAND CONCRETE IN. SCHEDULE ON SHUT ON SME 281 FOR ANCHOR 0- RACE d)AND ------- @OR@OR(90RO 28 FOR MACes a)&0 CONCRL ..R 16" D.C.. MIN.— 4 U. IR(g)GR(BOR ED 4 2- 0 SEE LIMITATIONS OF USE FOR BLADE IM61 ON SHEL7U28 @OR@OR(qOR@ VIEW 1 OR dOR\6r PLAN DETAIL .............. END NSTALLATION POURED CONCRET — . -- Q-G-&0-@-@-@- CONCRETE BLOCK WALL REQUIRED HV BLADE OR ITO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL @ FLORIDA BUILDING CODE (Non Nigh Velocity Hunicane Zone) -40" ®2015 EASTERN MEIAI-SUPPLY, INC. .......... BERTHA HVTm we_ AAccordion Shutter System 11LIECO= .S.AIV. 11 V/OR W/O WEN MADE&H.V.am 11 S Shutter Systems N DESMFTM DATE DRAWN 13Y M.L TILLIT TESTING & ENGINEERING COMPANY A33oclaflon. Inc. I OLD 11-194 04113/I5 =E: 04/13/15 STATE OF 6335 N.W.36th.9-St..-M VgW"CIRDOM FLOW.XHU P (305)871-15M.Fm:(305)871-1531 DRAWING N. 04� I,...: 4268 Westroads Drive —.dL to-0.1— West Palm Beach, FL 33407 3 EB-O67I94 15-08 (X) 4 WALTER A. LUT j,PC. FUDFICA U..TI1 44167 S14 ET .E. ?�ft,AWTURE/DATE 11OF 28 - SCHEDULE ill SCHEDULE #2 SCHEDULE 113 MAXIMUM SHUTTER SPAN* 'L+" OR MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*"L+- (ft.). FOR INSTALLATIONS W1 OR -L-- (ft.) FOR R -L-" (ft.) INSTALLATIONSA AT NOTES; CENTERMIATES @ &Q or or INSTALLA�TIONS CEIffERMANES WOOD W1 ONE H.V. LOCK (a or @ or or Qm )W/ ONE W LOCKS MANSORY (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN LUCK�W/ G CONCRETE & or 0, A.S.0, POSITIVE DESIGN PRESSURE RATING- ] 4E LOCK or .1 40"R N1 NO LOCKING WALL D E, M. N 0. P, Q. L- MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE FID LOCK 0 W1 NO LOCKING RODS or ONE HV 0 Do CENTERMATES W/ ONE W T' W/ NO LOCKING RODS(5 DS MOUNTING F, K & R. S, &V. A-S.D. DESIGN PRESSURE RATING, LOCK(8) W/TWO LOCKING RODS (5 TOP & (SEE NOTE t) BOTTOM (SEE NO CONCRETE Ec WOOD G. H, 1, 11 J T. U. W & X (2)PROCCOURE.70 DETERMINE MAXIMUM SPAN FOR MOUNTING CONCRETE&WOOD NOTE 0 ASA. INSTALLAMONS 0 MAX,—ft. CONCRETEWALL MOUNTINGS (TOP/00770M) OR FLOOR/CEIUNG: DORM DU%N ocINSTALLATIONS A.S�D.DESIGN PRESSURE RATING, WALL MOUNRNG FLOOR/CSUNG Well=E VIALL MOUNT pfm-Am GRIEN A POSITIVE MOUNTING AKENG INC MT� FLOOR/CEIUNG MOUNTING(S, DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE. C+ke 1 6.f.) OR) FLODR/COUNG MOUNTING (+CH _fjqGR/*AU.MOUNTING GIVEN A NEGATIVE AS-D. DESIGN PRESSURE RATING. 77(ft) L-(ft) C F -_(R) DETERMINE MAXIMUM SPAN 'L "FROM SCHEDULE.L 4 fl) ' �—+ (R) 1_L-_(d) ,— C; WJ' L 30 OR LESS 16'-0r t6'-O' 16'-O" 30 16!-0- 16'-W 30 Is'-O* 16,-0 FINAL mmimum ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10. 14'-101 15'-2" 16'-D' 35 14'-10' 14'-I0. 35 O"_ 0 MAXIMUM SHUTTER SPAN -L+-OR-�LQFTO.R MINIMUM DETERMINED SPAN BETWEEN 'L+'AND-L-', -_ - _R�'- 4. 1.S:71-_ 40 IS-TO- I IS. IY-10, IS-10, 40 14�z* IV-2, INSTALLATIONS INTO WOOD SHAII BE L11 45 13'-1' 1Y-I' 13,-4" 14'-3* 45 IS-l' 13*-1' 4b105 p3r.A.S.D DESIGN PRESSURE RATING. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ix-4' 14--7 1 1 50 i2-T iv-s- t2'-8• 13'-7 _. 50 12'-5' 12,-5- SO 12'-3' 131-1- COMBINATIONS IN BETWEEN WALL MOUNTINCS W/ FLOOR/CEIUNG NOUNINGS: 55 1L•7j_o:_ I Y:- T"_ -IT' To" 55 1 V-I" 11'-11 60 1 i'_4' 117-7' 12'-4- 60 1V-4•! 1 -4- Go_ 10'-2* FOR A GIVEN POSUNE A.S.9 DESIGN PRESSURE RATING: —65 1-0--wo-, DETERMINE: 10-.- -"a' 10'71-OL 5 9'-5" - 'jo- q!5 lo' !q 70 101-9, iv-s- 70 10'-6' 10*-6' 70 8-9* 9-4; t HV CORNER CENIERMATE 03 MAY BE USED AT ALL LI 4= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. MOUNTING INSTALLATIONS. LOCKING SP 10'-1 10*-4' 11--1- 75 10%1' lo'-I, 77 MFICAIIONIS Lz+-MAX. SPAN FOR FLOOR/CE)LING MOUNTING 80 9'-10" W-10, 101-0, lo'--g* so 91-10* 91.-10, SHALL DE AS INDICATED ON MANDATORY CONDITION e2 INSWIATIONS. 9._s. To�_" FOR A GIVEN NEGATIVE A-S.O. DESIGN PRESSURE 85 W-6, 9*-9" 85 9.-5Z_ NOTE 15,SHEET 5, 90 91-3. 9._3' 9'-5" IO'-I' .- 90 9'-3' 9'-3' RATING: go 9'-2" W-10- 95-- IF-9,. DETERMINE. Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' --fF--4' "9'-GF 9'•7• T00- 8*-0" 8'-4- L2-3 MAX. SPAN FOR FLOOR/(;EIU'4G MOUNTING 8'-7' 7*-t1" W-9, 9,-4, -8'-7• 11'. INSTALLATIONS- SEPARATION TO GLASS SCHEDULE 110 1�-4� . 710 7'-3- FINAL MAXIMUM ALLONABLE SPAN IS EQUAL.10 THE Sr-2, MINIMUM BETWEEN "Ll+. 'u+% 'l,-'AND —120 8--V 6'-11" 120 B.- - 6;-,l I" 125 u 7'-IT 6,-fr W-O" a*-s* 125 7*-IG' 6 MINIMUM 8' WIND ZONE (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _r-s- 6-5. 7-17 —8--i- 130 7'-8. 6,-5" ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NECATIVEA.S.D. DESIGN 135 7' 6'-2-_ -_2- iss_ 7_7 _— - -V, TO GLASS PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _i40 SPACING. 140 7'-S' 145 V-9, 7'-5' 7'-3* 145 7,-3- 5•-9 •7`-2"_ 1 THRIJ 3 SO 155__ 5'-5- 7-2- •W-9, 15 7'-Cr 160 V-11" 5*:12' 1'-1* 6'-7- 160 6'-11* V-7 155 6'-ICr 165' 170 110 a'-9* 175 6 4TZ-9 6-9" _Q. 175 6'-7- Tb�_ 186 6'-6• ---0' 4 W 4 V-6- 4'-8' —4'-6- —6-'--7- 4-6. 190 6- '-4- 6'-6- -1. 195 6'-3" V 4'-3- 6'-5' HV BLADE. 200 6 W-3* W-2' 205 s-i" 4*-1' 205 6'-1" 4--l' FLORIDA BUILDING CODE (Nofl Itigh Velocity Hurricane Zone) A 11te 0 2015 EASTERN METAL SUPPLY. INC. BERTHAHVTM Accordion Shutter System AmSmISAIIIIII H.V.BADE11 Wl OR W10 H.V.MNDON WX&W BLADE American Shutter Systems MV.Ik DESCRIP110H I DAW_ DRAWN SY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-134 - 13/15 104/13/IS OATC 04/ STAT OF St.�c 3M.VF.V"GMWVr�FtDFMA 331& ww Us 3�. Ph— (305)871-1530.F.:(305)871-1531 4268 Westroods Drive 2 DRAWING No �40RIIU` ,-mat:Utec0000l com West Polm Beach, FL 33407 :e ED-00067 9 _15-084 WALTER A.lILIJr Jr.RE 4 FLORIDA Lic.If 44167 5 SHEEF P.E. E. S �SRJNXffiRE/OATE 12 OF 28 i i 1 1 MAXIMUM ANCHOR*-SPA^'NG (jD,)SCHEDU E FORA GIVEN MAX, SHUTMR SPAN, DFSICN NFGAIM LOAD AND A CORRESPONDING MOUNiING n?E FOR CO ^ ETE OR CONCRETE BLOCK INSTALLATIONS ANCHORS SPACING.IFC-1-?10 (SEE WDL489709 A AI B,C.0 D F ON S11Mr 6) i CONCRETE ISM CONCREWOONCRETE BLOCK TAPCON OR !I A Vutl N MaUNttNG A WAit MOUNTING D WeLL sSi. twNT�NG (OWALL SILL NTING 0& WALL HEADER/Si TAPCON WITN ADVANCED wwol"SPAN W/ W/ OB WALL HEADER MOUNTING W/ W/ MOUNTING THREADFORM TECHNOLOGY (R) ASA.OMIGN NEGAINE LOAD AS.D.OESlGN NE@AT&E CMD A.S.D.DFSIDN 14MATW ASA.1)ESlGtl NELATIME tiI1D t ASI).DmCN NEGAt&E LOAD AS.D.DLSlGN NEGATIVE LOAD ALL POINTS SOUR-SET { 30 140160 1751 90 120 160 2D5 30 40 60 75190112011601205 30 40 GD 75 90 112011WIMS 3D 40 1 GO 175 1 8D 112ollao los .SO 40 I 60 175 90 120 780 205 30 07 60 175 90 12J1612 5 BLUE TAP 1 14 12 10 9 8 8 6 6 14 12 10 9 8 a 6 6 14 72 10 8 B ES 6 8 14 72 10 4 8 8 8 - 14 12 t0 9 8 d 8 55 a 8 8 8 8 85 TAPPER+ 14 12 10 B a a e 6 14 12 10 9 B B 6 8 14 12 10 9 B a 6- 6 •14 12 10 9 8 6 8 a 14 12 10 9 $ n 6 B 8 8 B 9 B a . LESS14 72 10 B B 8 6 5 14 12 10 9 8 8 6 6 14 12 10 B B 8 6 6 14 12 t0 9 8 8 8 3 t4 12 10 9 8 8 6 n 8 8 77 B E_ b .S i+ /2 t0 9 B 8 e d i4 12 10 9 $ 6 6 6 14 12 10 9 8 8 8 6 14 12 10 9 8 a 12 70 9 8 8 8 6 8 8 8 e $ a14 12 10 9 E 9 B 4 14 12 70 9 8 B 6 6 14 12 10 9 8 B 6 6 74 12 10 0 B 7 - 14 12 1D 9 B 7 5.5 - 8 8 0 8 0 7N 8 6 + i4 12 t6 9 8 8 6 -6 i4 t2 TO fl $ 8 6 6 14 t2 7D -9 8 8 55 - it t2 10 8 B 6 6 _8 8 8 8 8 B14 12 iD B 8 B 45 - 74 12 f0 9 $ 8 8 4 14 12 f0 9 B 8 6 6 14 12 1D 9 a e - - IL t2 10 B 9 B 6 - B6/4 S2 /0 9 8 8 a + 14 12 10 SIB n a 8 14 12 70 B B 9 6 6 1472 10 9 8 8 14 12 70 9 8 8 8 8 E 85 14 12 10 9 $ 8 4S - 14 72 70 9 8 6 6 3.5 14 12 10 9 B B 8 6 14 12 10 9 75 - - - 14 12 10 9 7S 35 - - B n e e 7S 5 # S-5'-0� T412109a84S - 14 12 10 9 a 8 6 35 14 12 70 9 0 a 6 6 !4 12 10 9 8 7 - 14 12 10 9 B 8 6 E 8 8 $ a B/4 !2 10 9 8 SS 14 12 10 9__0_ 8 4S •- t4 12 10 9 _a 8 8 S_ 14 t2 10 8 B 3 - - 14 12 t0 _e B _7_ - 8 8 8_ 8 8 t 12 10 9 8 E 4 - 14 12 10 9 8 8 6 3.5 14 12 10 B' B 8 6 6 N 12 10 B B - 14 12 10 9 8 78 - a B 8 7. SPECIFK`.ATIONS _ ON SHEET 14 t4 12 10 9 8 5.5 3 - 14 12 10 9 8 0 4S - 14 tt 10 9 8 $ n 6 14 I2 85 7.5 4 - /4 12 SIS T.5 8.S 3.5 - 8 8 8 75 $5 4S 35 6,-O. 14 12 10 9 a_5_.5 - - 14 12 10 9 8 8 4S - 14 12 10 9 $ 8 B Q 74 12 19 -S 8 4 _ 14 12 10 8 B a ti B B 8 7.5 14 12 10 -9_@ 3 - 14 0• 10 9 8 8 - - 14 12 10 9 0 8 S.3 J.S 14 12 10 9 4S _ /4 12 10 9 75 4 -__ 0 6 8 B 75 SS 4 3 14 72 t0 9 8 5 - 14 t2 10�4. 8 8 + - I4 72 10 9 8 8 fi 6.5 14 12 10 9 5 - - - 14 12 SO 9 8 45 - - $ 8 B 8 8 8 4.5 14 12 10 B 8 4 -_ - 14 12 10 9 a 63 3 - 14 12 70 9 a_ 8 G - 14 12 B_4S - - - 14 12 B 65 3S - 1-M.- 8 B 1412109 84 - - 11 12 10 9 8 6.5 3 - !4 t2 14 9 0 8 6 - 74 12 7D 9 S_ - - i4 _72 _10 9 8 -e7._D. .. -- _.._. ._ _ _14 1210 9 4,5 - - - 14 12 10 9 8 4 - - 14 12 10 B e 7 4 - 14 12 1D 5.5 - 14 12 10 B bB e 14 12 10 9 7.5 .75 - - 14 12 10 9 0 6 - 14 12 10 e 8 9 n - 14 72 106 8 e 7 5 4 i 14 12 10 9 5S ] = __ /4 12 10 9 $ 45 - - 74 12 _70 9 I 8 = - t4 11 7 -• _ _ - 74 71 -LAS 3b - - 8 _B 7 53 43 35 - 14 12 10 9 5S _ - - 14. 12 l0 9 a 43 _ - 14 12 10 9 0' 8 _ - N i2 10 7 4 - _ - 14 UAL 9_ B 7 - b n e a B 75 i _4 !SEE LIMITA710NS OF USE Fl7R 14 12 !D 5.5 3 _ - 14 72_ TO S 8 _ - 14 72 t0 fl 8 SS - - 14 t2 8.5 3 - 14 12 15 7 4 _ _ $ 8 8 7 5,5 4 3 BLADE��A ON SHEET 26 14 12 10 B 5 - - 14 12 10 9 8 4 - - 74 12 70 9 $ a - - 14 12 9.5 - - - - 14 12 9.5 7S 4S - - - $ 8 0 75 6 45 - - 14 12 /0 8S 4.5 - ^ 14 12 l0 9 7.3 - - 74 12 10 9 0 - - 13 9S 4 - - - - 2 9.5 6S 6 - - 9,�. 14- 12 10 65 4 - - - 14 12 10 9_7.5 - - 14 12 /0 8 8 - _ -_ 14 12 10 5 - _ _ t4 72 l0 9_Sh _ _ - B B 8 8 8 8.5 e 3 I4 12 8.3 4 - - 14 12 10 •9 4.5 _,_ - 14 12 10 9 7.5 - 14 11.5 45 ^ 14 11.5 73 6 _ 0 8 7S 0 5 4 14 12 10 S 4 - - 14 12 70 4 7 -14-72 t0 9 8 - - I4 i2 5 - - - - - /4 12 8 8.5 - - - - 8 6 B BS SS 4 - 14 12 SIS 5 3.5 - _ _ 14 12 10 9 5.5 - - - 14 12 10 9 8 - - - 1S 8.5 - - - _ Its BS 5.5 12 95 it 12 10 4 55 - - - 14 t2 10 8 b - - 14 12 7 _ _ -_ 14 1i 10 IS 14 72 5.5 3 ^_ - 14 12 10 6_ 3_ - - 14 12 70 _B 6 - - - 14 705 3 _ - - -_ 14 105.7 ].5 B 7 55 4.5 3S I4 12 9 45 ] - - 14 12 1U 95 - -- 14 12 10 9 8 - - - 14 11 - - - - - 14 l t 75 14 i2 7. - - _.. - .= 14,,t2 to - -- - - 14 12 7F - - - - 03 a -_ - - - - -- OS 8 5 _ - _ - - 14 12 7 - - ___ - 14 /2 10- ^ - - - -• 14 12 1 - - 14 12 S _ - - - 14 12 10 __ B -6_ 0B -B 7 J.3 - 11'^0 14 12 4 - - - 74 12 t0 - - - - 14 12 1 - - - 2S 85 - - - - 25 - 6 •114 12 - - 11 i 10 - - - - 14 12 1 - - - - 3S 10 - - - - 14 10 7 - - - - 8 B 7 55 4S - - 14 12 5.5 ^ 14 12 10 - 14 f2 10 - 9.3 7 - AIS 7 S5 - - - 8 7 45 35 3 14 12 5.5 - _ _ _74 12 10 - - - - - tt 12 to - - - - 14 72 4 - - - - I4 12 TO 12"-0� 14 72 3 - - - 14 12+18- 2 d - - 14 12 10 - - - 15 8S - - - 1.6 a.5 4S.S 4S_ 4 I 14 12' S - - - - - 14 12 10 - «"•- - - t4 1Y70 ^- - 2S 95 - - - - - -- 35 95 45 - - - - - 8 E 8 S 4 - L 14 12 - - - - - 14 12 - - - - - - 9 4S - - - - - 9 6.5 - - - 8 5.5 4S 3.5 3 _ - _ - _ _Z "" - - - - _ __ _ _ 1 HV BLADE OR 1 HV BLADE i4 72 - •- - 74 72 - � " -7- /4 12 - 74 t2 - - 8 9 8 $ 8 /3'-D� - •-_ 74 12 - - - - OS 55 - - Ob e - - - - 8 B 5 4 3S 1 14 12 - - -• - - 14 12 - - - - - - 14 12- - - - - - 13 6 - - - - 1S B.5 - - b B _ 14 12 •- - - - - 74 t2 6 - - 8 6 + S J . . . _ :- - W/ 1 HV WiND©W BLADE 14 12 - - « 74 12 - - - 14 9 8 0 B 75 4-1_._ - _ _ _ _ _ WORt<tNc t 14 12 - - - - 14 12 - _ - _ - - 70 4 _ - _ - 10 IS - _ - - - 8 `S 3 - 12 - - - - 14 12 - - 03 4 08 8 B a 5- 4. 14 - - - - ._ 14 - _ _ _ _ ., 14 _ _ _ _ _ _ _ 7.3 _ _ _ _ - 7,y _ _ 5.S I t4 _ _ _ _ _ _ - 14 _ __ .- _ f+ _ _ _ _ .: 14 - - 14 - - - _ _ _ _ 8 B 8 7 7 33 _ 1y _ _ 1y = _ _ _ _ = fy Q _ _ _ g _ _ - _ _ _ 8 7 4.5 i4 - - - - 14 - - - - - - - 14 _ _ - _ _ _ IQ _ _ _ _ _ _ tQ _ _ - _ _ 8 7S 5 14 _ _ _ - - 14 _ 7 -O�t4 _ _ - - - 14 _ _ _ _ _ - t`4 _ _ _ _ _ .. 1y _ _ _ _ _ _ ty _ _ _ _ _ D If B 75 6 3 E _ - _ _ .- 14 = - - - - - 1y - - - - .• $ - __ - - - - 1 = 14 - - t4 = 9.5 FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zona) Mil+'7,'' ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM S AS AIIIII L'�C Accordion Shutter System N.Y.BLADE III W DR W/O N.V.WNDDW GIME h N.Y.ELME American Shutter Systems iEV.14. DFSCRVMN DATE DRmN ICY: M.L. TESTING k ENGINEERING COMPANY ASSociotion, Inc. 1 01A 11-194 04/13113 DATE: 04/13/15 tea` STATE OF e3 s nr.]an sL aa.3a7 S1canA cvmurs.noRu4 atl 4268 Westroods Drive z Ph-:(305)871-1530.Fax:(305)871-1531 DRAWING No n-aau:BRaaooaw.aam West Palm 8eoch, FL 33407 ] 15-084 ........... S.••.•••�OR1p i•C� ED-WO6719 4 s �\A3� WAL7FTt A MLR Jr.PE DNAL At FLORIDA U,.p 44,67 5 SHEET P.E. 'aC+f�tC{►Y111' RE/DATE J 6 13 OF 28 I i MAYIMUM AIdY HOF( SpAGING Ti.) SCHEDULE FOR 7 GMEN MAX. SIR= SPAN. e c n SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DEM NEDAINE pRES W RUM AND RRFSPO D7 A CON '^!ti; FDR CONCRETE OR M3H_M 'IA -- (SEE MOUNIING'S E 0,R N ON SHEETS 6 R 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FDLLOWS: FtOUl®WHOE7F/t9gF3E ADO( POFD OON4k7E (A) TO EXISTING POURED CONCRETE.(AIa1.Fc-3 lai) IEQWALL SILL MOUNTING © GED CEILING MOUNTING O FLOOR MOUNTING - 1/4'/TAPCON OR TAPGON WITH ADVANCED THREADFORM TECHNOLOGY ANORS,AS MANUFACTURED BY I.T.W. BUTiDEX.(Man,Vc =3 kc) SPAN - 1/4'I x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT s SPECIALTY COMPANY.(Min.Ve 3 Toil (lO A.S.D.DESIGN NEGATIVE,LEAD ASD.DESIGN NEGATIVE L0.N ASD.DESIGN NEGATIVE L0.1D - 1/4'0 BLUE TPP CONCRETE ANCHORS W/6AP AS MANUFALTURID B1'FLORIDA FASEEN[]S IIMRECT,INC.(Yin.Yc 2 Doi) I 30 {0 60 75 !O 120 160 205 30 40 SO 75 90 120 160 205130 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASIENES,NC.,AND DISSWBUTFD BY ALL PODNS SCREW.8013 tr SPECIALTY I4 12 10 IT B 8 6 55 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 e TNRFAON WI TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTtORRm VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 17 f0 0 6 B 6 8 14 12 f0 D 8 B 6 6 1t 12 10 9 B 8 B 6 (M'l.f'c=3 k1i) 14 12 10 D B B 6 6 14 12 f0 9 B 6 'O B 14 12 10 9 B 0 8 5 ALL POINTS SOLID-SET ! BLUE TAP W CAP NOTES: 1s 12 to 9 8 e . 7 14 12 10 9 B IT 6 0 14 12 10 9 B B 6 6 / At)MINIMUM MEIEDMEPIT INTO POURED CONCRETE OF TAPCON OR TAPCUN WITH ADVANCED THRE"ORM TECHNOLOGY ANCHORS AND TAPPER4 14 17 lO 9 8 7 55 33 14 12 10 9 B B B 8 14 12 10 9 B 8 6 6 TAPPER+ ANCHORS S 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4.�. 14 12 f0 9 B B 6 6 14 12 10 B 8 8 6 6 14 12 10 9 5 8 6 5.5 T4-12 10 9 8 B 6 t 1!1Z 10 9 B A fi 13 f4 12 10 9 8_ 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4Y Y 3/4"ALL POINTS SCID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 -12 10 B B B 6 4.5 14 12 '10 8 B 0 G SS 14 72 ID 9 B 'B 6 1.5 INTO STUCCO SHALL.BE PFFLUfTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL fE 1 1/2•LONG MINIMUM SHOULD STUCCO EXIST,AND 1t 12 10 9 75 33 J3 - I4 12 10 9 8 B 5 5 14 12 10 9 8 7 5.5 4 •SFE�uT t1g rOR 11N" '40'OMUM FOR WADS WITH NO STUCCO. 14 1S 10 9 B B 6 8 14 12 10 9 B 8 6 55 14 12 10 fl 8 8 6 43 AME�ON SNEiT 28 5'-O' 14 12 10 9 8 7 4 - 1� 12 10 9 8 65 5 .5 14 12 10 B' 6.5 5 3S S A3)N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE rOUND ON THE DOSING WALL OR FLOOR i 14 12 to B A 7.5 4.5 = 14 12 10- 9 6 B 6 43 14 12 10 9 8 6 4.5 .75 ANCHORS SHAD.BE LONG ENOUGH TO REACH THE LAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS NDICATED ON 14 12 D.5 7,5 8.5 43 - 14 12 10 _9 0 7.5 5.5 4 14 12 10 9 B 6 45 3.5 NOTES A1)k A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR-EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6•-O" ,14 12 10 9 B. 'e A - 14 12 10 9 A B 0 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20A 14 12 10 9 7b 5.5 J - 14 12 10 83 7 53 4 3 14 12 B 03 SS 4 3 = i14 1Z 10 D B B - - 14 12 f0 D e fi5 5 73 1{ 12 10 S5 B 5 4 - (B) TO E705TWC CONCRETE BLOCK:(ASID C-90) 14 t2 B BS_5.5 3 - - 71 12 f0 9 6 63 4.5 3- 14 12 10 8 7 5 3.5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BULLDDR. 7•-0- 14 12 TO B 8 IT __ = 14 12 10 9 8 7 5 4 14 12 f0 9 75 5.5 4 S - 1/4O x 3/4'ALL PONES SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT 1E SPECIALTY COMPANY. 1 14 17 10 B 65 4 - 14 12 D 75 a 4S 3.5 - 14 105_7 SS T. 3.5 - - - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. I4 11 70 65 7 4 - 71 12 10 B 7S SS 4 - 14 72 9 7 ib 4.5 - - 1/4"9 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,HOLT&SPECIALTY 7 14 11 7 as 14 12 1O 9 75 s3_ 4 - t4 t2 9 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VOW REGISTERED VAN THE AMERICAN SHUTTER SYSTEMS ASSOCIATK)N,INC. A'-D" 14 12 10 9 8 65 - - 14 12 10 9 B 6 1 - 14 12 10 B BS_ 5_35 OUTS is 12 e.s 7 55 3 = - i4 12 6 0.5 35 4 3 - 25 9S 0 5 {' = B,1)MINIMUM EMBEDMENT ONID CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAPCON 14 11 9.5 75 8 - - - 14 12'13 8 ESS 3 - - 14 12 8 e 6.5-4L - - VATM ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 93 ITS 5 35 - _ - 14 12 10 _8 65 S I4 12 B 63 S 4 _ 14 .12 10 9 8 - - 14 12 10 D 7S 4S - 14 12 85 7 55 4 j 9'-0• - - -- - _ _ B.2) MINIMUM 1ABFDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY E183EDDm INTO THE CONCRETE BLOCK.NO 14 I75 7.5 6 4 - - 14 II 7 3.5 5 35 - - 1t A 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SILL BE PERMITTED. I/4'0-20 S.S.MAC14RE SCREW USED SHALL BE 1 1/Y LONG MINIMUM SHOULD STUCCO 14 f1 8 8.5 4.3 - - - 14 'T2 63 7 5.S 4 - 11-TOS 7 5.5 6 4S - - EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. IS 83 5.5 1 - 14 12 9 7 8 4.5 14 11 7 5.5 4.5 3.3 14 12 10 D 75 - - - 14 12 10 B 65 5 - 14 12 8 6 5 4 _ _ _ - - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR 14 105 7 b e.s - - 13 93 8.3 5 s_ s _ - Lo 7S _5_ 4 S ANCHORS SHALL BE LONG ONOLGH TO REACH THE MAIN STRUCTURE BEiiND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 1S 9 6 5 4 - 25 9S 5 5 4 4 --- NOTES VIA)h 8.2)ABOVE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WM40LJT METAL STUDS CONSULT THIS ENGINEER. 03 6 5 _ _ _ = 14 12 8 6.5 55 4 - = 13 IO e.6_ 5 4 3 = = FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A D' 14 12 10 - - 1{ T2 IT 7 fi 45 - 14 105 7 55 4.S 5.5 - 25 9.5 5 - 12 9 6 4.5 4 3 9 7 4.5 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. f4 f0 7 - - - - - 74 10.5 7 S5 45 - - - t5 B4 5S±-4. SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. i BS 7 LS - _ 14 11S 73 G 5 12 9 6 45 t I 12'-0' 14 12'19 _ - - - - 14 12 8 6.5 5.5 - - = 13 10 BS 5 a _ I 15&5 4S - - - - - 11 8 55 4 35 - - - 9 b 4 3 - - _ _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- 8,5 __ MAXIMUM AN04OR SPACINGS ARE VALE FOR EDGE DISTANCES INDICATED BEDW.FOR E n-LESS THAN DE INDICATED.REDUCE ANGOR SPACING j 1b 9.5 0 - - - - 13 95 ESS S 4 - OS E 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. D d5 - - - - - - 14 105 7 93 4S - 11 85 5.5 45 3.5 - -_ - RETNICED SPACING ORWNEO USNG FAC10R SHALL NOT BE LESS THAN MINIMUM SPACING NDLGTED FOR EACH AHIfIXt TYPE j -14 �12 - - - - - - 14 115 75 8 5 _ - - 12' B fi �.5 t - _ 13-0' os B _ _ = to 7s S -4� 3 _ _ _75 5A - - - - ACTUAL FACTOR IS B5 - - 72 e 6 43 i - 95 7 5 a EDGE TAPCON TMTAAPOON N ALL POINT SOLID SET BLUE TAP W/CAP H AWANCED TAPPER + 1 8 B ___ - _ - 13 9S 03 S = _ _-= 03 7b 5 S - _ - 1 V BLADE OR TECHNOLOGY aLTAN� MIN.SPACING 14 12 - - 14 10.5 7 3.5 - _ - 11 B.5 53 4S - EO, MIN,SPACING-3" YIN.SPACING�J' MIN.SPACING�3 1/2• MIN.SPACING�3' 3 3/{' 4" .._ _ 9 7 45 3b _ _ - - 7 6 36 3 _ _ _ _ LAD E & ppF� QTN�IE POUREDCONCRETEa POURED C�O BAH 0:Hq�D 10 7.5 - 1J'8 - _ -__- = 11 8 SS 43 - - _ - 9 6.5 1S HV IVDU ►rt fiR•3'LOCX GOING MN ED.�E MIL EA.ze lr IML ED.-3 1 HETE BELOCK CRITI FA's LAL�,OOJ E UK OONCEE2M" 7S - - - - - _ 12 B fi - - - - - 9.5 7 45 - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' 14 - - - - - - JS 10 eb - ___ - - Ob e s__ - -- = BLADE WORKING Z T�2: __----_ _o.e1 --�.o - _----- --- ----.-__o-B7----io`-- fl - - - - - - - IIs a-s''4 -_ - - -- G-s s _ _ _ _ IN UNISON ♦ 10 DS A 5 8.5 6 4 - - - - 2'_ - 0.71 ---_ --_- --- - _ _ 051 ESS 45H-7 14 - _ _ _ _ _ _ 25 93 8 - - _ - 10 73 5 _ _ _ _ .._ 043ee 4ss J ' 0.35 03595 27 s - _ = - - e s i _ - - FLORIDA BUILDING CODE Yon High Velocity Hurricane Zone ` ``�p A• ,,� 0 2015 EASTERN METAL SUPPLY, INC. I BERTHA HV TM 4 `` _ A S S A Accordion Shutter System ■ IL EGO �ININ:. H.V.BLADE 01 W1 OR W/O H.V,WINDOW BLADE§H.V.BLADE TILI1T TESTING k ENGINEERING COMPANY American Shutter Systems ZLV.ITOESUEPTION DATE DRAWN BY. WL -o'•, STATE OF ` 8111 MW.3fitR St-5te.M.11RGNA GAROM.FLOROA 331M Association, Inc. 1 OLD 11-114 M/13/15 DATE: D4/13/15 PAona:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 e-maD HRer000al . West Palm Beach. FL 33407 3 DRAWING No 1 :'A�Y�ss•••••••'V• WALTER --T0067LLIT 9r.P.E. 4 15-084 ! �qA /ON Al- �N` - FLORIDA Lie./44167 S SErdLRf�lOM1M1�nRE/DATE SHEET s 14 OF 28 1 , I LLI z M I_ 0 CC(A LLJ Rg" + 0 > ffi z r7j a: ov Z) CO <L,Z LSc o3 L) Is 0 04,0- HA , ni 1.1w... I .......... 0uj ""qtl IIAII Ili,, millill "I III 111j,ji I I I I I I I I 1 IN!I 1 11-1. 1 Ij+In n N.,., Ilnlnl lnniI I,NfIj; If" I I 1,. 11 �1 �Rhn nnlR}Rr.nRnnnln�R'mm�nlnNn r��nnmp�n�mrn nh�jn�nhn YKnIrIKN{rinnit tnt t 2�\� Q ``e2�� N N IN I,,N 1,,IN N N IN N. 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