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HomeMy WebLinkAboutProduct Approval 11/5/2015 Florida Building Code Online li Florida DepaCCmentl BCIS Home Log In User Registration Hot Topics Submit Surcharge j Stats&Facts Publications FBC Staff ( BCIS Site Map Links ( Search Business) Professional USER PubuicUser l Regulation Product Approval Menu>Product or Application Search>Application List io 3, 1 Refine Search Search Criteria Code Version 2014 FL 389 Application Type roduct Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tvve Manufacturer Validated By Status FL389-R8 Re is)on American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category:Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ... ® eCheck SEClltit'A61i'fRtCS' hftps://floridabuilding.org/pr/pr_appjst.aspx 1/1 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT___(P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SfSTEM SHALL NOT BE INSTALLED AT MGH VEL HURRICANE 20NEL DFSIGN WIND LOADS SNALL.BE DETVW4ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SNUM WILL (•�- ABLE OF CONTENTS BE DWALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.US=ASCE 7-10 AND SMALL NOT EXCEED THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRIJ 15. 19&20- IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS D£TERMIRED PER ASCE 7-10 SHALL BE FIRST-REDUCED 70.AS.D.DESIGN WIND LOADS AREA A::_W BLADES&dC_QA BY MULTIPLYING THEM BY 0.6 IN-ORDERTO COMPARE THESE-W/MAX: (ASD)DESIGN PRESSURE RATINGS iNDK:ATED-ON-SHEETS"it'THRU 15. 19&20. . ... GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE N ALLOWABLE STRESS.FOR NAND LOADS TAILS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WAND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET S BERTHA H V.ACCORO;ON SHUTTER sysmes ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS. TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL.WNDOW MADE&WINDOW DETAIL -HV BLADE(D /0214.01-03.(/0715.01-03.#1004.01-05.#1214.01-0,#0317.02-06./D609.01-10 AND 10210.07-11 AS PER TAS-204 TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA T' FIV BLADE n AND HV WINDOW SLADEhl AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1.2,&3)&11220.01-10 AS PER TAS 201.203&20.3 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -H/WINDOW BLADE 0 J0505.01-08 AS PM ASTM E-1886 AND E-1996(MISSILE LEVET.D.WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS 'SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/SLOG( SHEET 6 2 W BLADE QAND W WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GGNERAI.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCREiE/81LOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT OWES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO,TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTIVELY. 41G-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE AL.TERHATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 kei AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCREIE/BLOCK SHEET 10 9005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREW'TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MDR.YIELD STRENGTH AND 90 ks.MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 14 8.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIST 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q t 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 KV BLADE(D&QTY WORKING IN UNISOM- 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 16'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,N WHOLE OR N PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSISUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: FIV WINDOW 13LADE R ONLY ALL SWTTER COMPONENT EDGES WHICH REMAIN,T1R U FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RNM INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT RUST BEAR PERMANENT(ABEL M A VISIBLE PEACE NITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD AREA ¢. 11VINDOW BLe.DE n ONLY CENTERMATFS AND ENGAGE OR LOCK ALL W AND FID LOCKS. 11_SHUTTER MANLIFACIUREWS LABEL SHNU.BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACWRQAME WITH SECTION 1710.8.3 OF FLORIDA 8LRLD94G CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WAITS SHEET 20 PLACED FOR EVERY OPENING. LABS M TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 SESTINA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION%tkL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED By THE JURRSDICRON WHERE PERMIT IS APPLIED TO. 13.(0)THIS P-ED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT•BASED ON THIS PX-D,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY AT SITE IS THE OONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THISP.F_p.WILL BE CONSIDEREDDNVAUD IF ALIENED BY ANY MEANS. d SITESPECIFIC PROJECTS SlUUi BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E0. 1ST. FOR THE PROJECT AND WHO WILL BE FOR THE PROPER USE OF THE PLED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PX-O-ENGINEER SHALL SUBMIT TO THIS LATTER THE SIZE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ' u FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone `a`P'•_ r,,�`�r��'' 0 2015 EASTERN METAL SUPPLY,INC. V vcrlift -. BERTHA HV TM - - A�S��■A� Accordion Shutter System ?E: _0. - _ 1L E ECO INC. FIV.BADE#1 Wf OR W/0 HV. iNFDOW HAOE fi�Z ° American Shunter Systems oRswNlmoN DATr DRAWN M, LLL y IT TESTING & ENGINEERING COMPANY pA;, ,R. "Of . .. 8,15,M.N.35K SL:Ste.30%4MCM vxOP+s,rtoaw 33H Association, Inc. + OLD 71-192 4/13/[5 DATE: 4/13/15 Pirone 2(3M)B71-1530.For:(305)071-1531 4268 Westrood8 Drive 2 511,rs/ \���`�� m9m t o . West Polm Beach. FL 33407 3 DRAWING No �,,,NAL EN ��A WALTER w 111LJT 9 P.E. + 15-085 ,, 0 G t. P.E SEA NI O�'VURE/DATE FLORIDA LI,1 44167 s SH8 1�OF 20 T+raR vsowww'L�ol 4b527i' o ,1r�.4.343s' HV UNNE1RN49.S �VARIES 4-3711, 4]71 f' MARE SOLID ® •. �NY 90_>s f1 OVERED UNDER US PATENT 54 $0p' S, TARTER HV,BLII USE W/ QUALIFIED FOR USE W/MV BtADEQ ¢ HV,BLADE 1 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE'W HV 6063-T6 ALLOY AND TEMPER `SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 1 3-T6.ALLOY A R �Y 6063-T6 ALLAY AND TEMPER 1226 r"- .535' •) -. .670' f 'iy .944' 1A00' I n 670' 2.228' ®HY WALK—OVER TRACK ,375 or A75' 2.092' HV ADJ. ADAPTER WJL1P X48 3,226' 0,07C QUAUFIED FOR USE'IV/ HV ®HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV Q9 HY TRENCH TRACK 3750• 6063-T6 ALLOY AND TEMPER BLADE`� QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMP BLADE(D ONLY. 1-0 HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ I{V fi063-T6 ALLOY AND TEMPER YPfmES �n 1 g BLADE(1I 1' ,,915` o VARIES 1936' 6063-T6 ALLOY A TEMPER 1.817• ��• .083• D83 o .087' c 093. .093• o � .100• - o - .125• .�- .I + �• 670 N .043• `0g3_� 1,. 0" 6Tp 1.686' O.1 670 TI Q• 7529• 1 HV HEADER/SILL s7 A, 11 HV CEILING HEADER / [� 13 HD CEILING HEADEg/SlLL Q IFlED FOR USE W/ HV BLADE 1 ONLY• QUALIFIED FOR ALLAY AND 87EME�"ONLY QUALIFIED FOR USE W/ HV BLADE 1(J ¢ D SEE SECTIONS FOR VAUD �— SEE SECTIONS FOR VALIDITY. FOR 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE 1 ONLY. �X 6063-T6 ALLOY AND TEMPER 1 %MN Y 101 t COMPONENT A e 11 T2 % Y t 1' 1' .G6Y 2' 2• 0.125' Q 2' 5-MAX. 1/8' 11W 3" 3• 0.090• � — 1 2' 5'MAX. 0.192• 0:192' l'J SIDE ANGLES r' 2.5' 7'MAXI M180 DAO- �2�p CORNER_POSTS QUALIFIED FOR USE W/ RV ALUMINUM ANGLES C� �uauFIED FOR USE w/ 14V 6063-T6 ALLOY EANOD TEMPER QUA BLD FO(1 USE ONLW1 14V ,�y BLADE 1 8063-T6 ALLOY AND TEMPER 2' 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane `0,,0, p.TlC(jT J.,,�� 2015 EASTERN METAL SUPPLY.INC. . A.�■�`�■ BERTHA ter S 4: rENSF Accordion Shutter System KV MADE#1 W/OR W/b KV N WON BLADE jc `� ✓'`fir~ *= TILLIT TESTING & ENGINEERING COMPANY American Shutter SystemsMv. ppgpnw DATE DRAWN M' M.L STATE OF :W r SM KW.350,$1Me.=.t RMM GUMM nORDA 331 Association, Inc. 1 OLD 11-142 1;/13/15 are: 4/13/15 Phone:(305WI-1530.Far:(3D3�71-1531 4268 Westrouds Drive 2 DRAWING No e- M.Wecooaot.com i O•'•,FCORIQ West Palm Beach. FL 33407 s NAS ���`��N wivarEOA raLR1Jr.P.E 4 15-085 P.E. �SLf&IGh!!A`1��'E/DATE rlDatiw c a ►14187 s 6 2 OF 20 _. 4s' •�..3g' s s• ta30`Ao' � - I e-20 rta>sCAS Eruaa i.! a ,7+ SAUS. (f0 PANIED =20w OIE CAM wimo MUM lxww OWYEL •O isURAM O _ m YcyS1 WMB. R MS(ORNE (MMME�PIAT D) 21 BY CENTERMATE � HV EGRESS LOCK 0 IF1ED FOR USE W/ HV BLADE 1T& UA•S]€I HV FLOATING CENTE@MATE ah` 63-T6 ALLOY AND TEMPER Q ED FOR USE W/ HV BLADE(!)& IQI )ONLY QUAUFlED OR W/ HV QUAUFlED FOR USE Wf HV 6063-T6 ALLOY AND TEMPER },}IV GARNER CEN Q�ONLY. BLADE 1U ONLY. O'17A'UFED FOR USE W/ HV BLADE(q ONLY 250'OD. _1 •874• 6063 T6 ALLOY AND TEMPER PIJSiIC NFM om 1.756• .922' MOLDED m 4.045 SCREV/. 2_07• 1.7s3' AFTER RNEi1NC 1/4"@-20 X'3/4" DEFM RNETING S.S. THUMBSCREW t f4"0-20 RIVNUTe �� F— *SO=9444 ALM MM(2024-T3 Am"V=n/NCE TM (--. ----� {---? ----4 - .92z- %r MgS'ETO.PART A 020.7s U MFACi M Hr A1VEL PLAN `� FRONT E1 EVAT I 4568' CHEFW IMMt PXRRPMff,NEW.4ASEY 07054 OR EQUAL 2 " " K C " " " NV ALTERNATIVE LOCK LOCKER FOR "T" LOCK COMM ATE QUALIFIED FOR USE W/ W BLADE T ONLY � HV FEMALE T LOCK CENTERMATE "T LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED fOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE ONLY IV/HV BLADE iQONLY. 6lADEQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR'' ta,r 3 3.161 - o THUMUTURN • A- 0.8n, CYLINDER DR 062' KEY CYLJNDM .214' .545' 1En: • m 1 .125'Maw O HQ CIENTERMATE M(/ O OC D A LOCKING D - .4b m , QOO o , QUALIFIED FOR USE W/ HV BLADE t & A QUALIFIED FOR USE W/ HV BLADE i & to 6063-T6 ALLOY AND TEMPERHD CENTERMATE'S INSERT -B04 6063-76 ALLOY AND TEMPER m AIbES. 12'MIN. QUALIFIED FOR USE W1 HV BIADE�& m t/4•.-m ss. art J/6'o_te 4-37510 6063-76 ALLOY AND TEMPER as 7HUNBIURN 'AWAL 7m=f 1tEM5. tl/2' - __X= (STE ORWS BO OR KEY - =�-"''1315 ;Ly 1.78'Max CYUNOr7t LOCKING RODS 1/4'o � HD LOCK QUALIFIED FOR USE W/ HV SLADEQ n 6b63-T6 ALLOY AND TEMPER (;i HV 3/8 0-16 ACETAL HV 1/4n 0-20 AiSI 304 BY RECENT KAROWARE MORTISE LOCKS SMES 2333 TOOK DOLT LOCK. STALLATION WILL. REQUIRE A 7/ OLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(D& ®A D ILL FOR - BEDMENT ED F 4 II tt B QUALIFIED FOR USE V!/ W BLADE(7) FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone ♦♦♦ ••,• �i� 0 2015 EAS EI?N METAL SUPPLY INC. __ BERTHA HVTM T�l E C 4 p,�. AsS, .A. Accordion Shutter System KV.BADE#1 W/OR W/O KV.VWXY BADE c>~= American Shutter Systems RCV.w CESC rP M DATE DRAWN Or M.L TILLiT TESTING & ENGINEERING COMPANY « 3au n.sca Bos vrttceoT CAROM.nnaa.331 Association. Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 %'fl'• P r Bass x. Pw".(306)871-Is30.Fax:(305)871-1531 4268 Westro0ds Drive z ORAWING No �� .(F' • ...••'��. ♦` a mdf.lateccagacom West Palm Beach, FL 33407 3 „rSSiONA� ♦.�� w ej I Nnila44 WALTER A.TIUA Jr.P.E. 4. �oRa7 laa p+4162 P.E. SEAL/SIGNATURE/DATE 6 sh 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/B" HV Cly HV fr1A 41 ^12""IN. CE 0025 t ' " O 4 TO BLADE HIM ma7_1HDOW BADE 187$" HV BLADE to 11625• S x .os2s� .os2s" ® 3 SLADE`s1875- Y HV LONG RECESSED NYLON BUSHING �U KNUCKLE .0625'3'' ® HV SHORT RECESSED NYLON BUSHING ® T PORTIO RW NYLON HAT WASHER (DOR 3 50" 4® HV WHEEL CARRIAGE AISI 302-303 SERIES. I I 4 " 4 ,.� •/1+2. 730- 0.870"x3/16" THICK NYLON WHEELI j a 7/8'MINL tty WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 arm a3 ! BEIVIR 7 .DG25'' 4825' 3.75D6' ® NV 1 3f4"ACCORDION PIN W/ #8 HEAD * EXTERIOR o� Opp, m$BLADE 73nx s Sllc41Y T ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 a75' 4 = 2 1/11 ,'7tta�s oe[tAmN t� POLYCARBONATE IMPACT RESISTANT WWINDOW i CLM BE1 TYPICAL HV WINDOW BLADEJU AND LAPS POLYCARBONATE HV WINDOW DETAIL OR QA [( 4 or a ` 6 N.7S. NOTE FOR ' (D OR ® l i *POLYCARBONATE IMPACT RESISTANT HV WINDOW I I BAYER MAxROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * i Y I do �MCE INNOVATIVE PLASTIC LEXAN 103 RESIN gg i Q1 OR l� I I (SEE NOTE "F- ON SHEET 19). iI 11 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR N � 3� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR i 1 POLYCARBONATE SOURCES FOR EXTERIOR HV ®BLADE. TYPICAL SHUTTER ASSEMBLY T APf CAMA _ "ET_ rMAL PROPOU s swuwn (2) HV PIN ® MAY BE USED IN LIEU OF 1®' AND ONLY AT PIN©EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O 00.324' BLADE'S KNUCKLE. H>TSfEI� (SEE NOTE s FOR SFECM Dwmm A�V DM aom at• mm b/w SLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. REQUIREMENTS) AMMA, (I- i MMAK Mb SUMN.MI, Am Dose 9AW a+« 24"F.-L I FUDM9A S!R£CM AT Vab ARV 07s6 tz36s 0.=i. 13,406 "L (3) HV PIN OR W/ 1/2" O.D. l f 16" THICK S.S. WASHER FUMML'mam s ARV 07" 340b=a1 3.5j=oat. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. B> i tsexD SHEET 0 I ralcMm Imo ARM Dzae 16 Fr-gbA0 17,n-rot X VAX �q�j,EEL CARRIAGE DETAIL LAYOUT Mw �bm a-i 0-4ss. c sex pmIN ARV DIM 1M v ow x mmubmw mss 1FNMIE SMO M A}1F,7{ ASM ste mai P.I. eso".L M HV BLADE SOLID & (A HV WINDOW BLADE DETAILS 10t==05 guav'uno.0 AM 1 18 M,pal I Mw d"1 N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ,11"AER q. Tf� 0 2015 EASMW METAL SUI'tn.Y, INC. BERTHA HVTM A.S.S.A. Accordion.Shutter System . _ _SL KV.BLADE#1 W/OR W/O KV.WI=N BLADE American Shutter Systems ICY.N, ,m 113, D„h s,,,,w„Frf.s oa „L ` TILLIT TESTING do ENGINEERING COMPANY R.3L.std ML WMIM GAFMM fWMUA 3316 Inc. r OLD 11-192 4/t3(5 DATE 4/13/15 4.O; °IH7EOF A as}s xe'3tds Drive z ansa:(sos)a7t-T53o.FM:(30SWI-153+ 4268 F�S. 9RIDp ��` aTtec000sd.cwn West Palm Beach, FL 33407 a DRAWING No L EN�'3.•3`� FLOREA Lk. ;18Z A 15-085 P.E. !�BIIiN"A�IIiRE/DATESHEET 6 4 F 20 �+ A B O O �'� Y N 4 T U • a • ,�°' -.�� 1. -NOTEA ONE W LOCK(9 or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR 12'ABOVE OR 8#W W2 OF'SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALWOONS AT ANY EIA USED fiV LOCK(2�or MAY B£USED AS AN INSIDE OR OUTSIDE LOO ATTACHED TO OR¢� _ CENIERt4ATE5 Yl/(2} 1(4'�-20 z tj2'LONG fLAT NEAR SS. M.S.LOCATION QF LOCK SHALL 8E AS INDICATED ON OQ�� - • SH -ELEVNAT/OtN. P TO TWO l ®O1 LOC OR - NAY IBE USED!S AN INSIDE OR OUTSIDE I . CONNECTION OFULOCKSFTOUCENiERMATES�® OR SHALT.BE AS INDICATEA ON NOTE(1)ABOVE LOCA ON Of BE �tivD v�I �� s i2 LS LID Y7liMto H.Y. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URPoCANE POSITION,BUT MAY 4 $ ."X J" °" B£ USID IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LQGKiNQ RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USEQ AT STACKING POSDION (NON HURRICANE POSRTON). aa= 4: •ONE FIV LOCK®. StW.L BE USW AT CORNER CENTER SPAN a AND INSTALIADDNS AT ANY OR INSIDE LOCK, 13� ATTACHED TO CORNER CEMERMATE W/(2) t(4 0=20 z 7 2' LONC FIAT HEAD SS.M.S.TWO LOCKWG RODS NS _ AT TOP&BO OM SHALL BE USED. LOCATION OF LOCK BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. VI-Ij MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SIEEF 12. 5. E=&M31M TO WIMIDW qb=M ALO ONLY FOR 94.momwa CaMERMATES la -ONE ALTERNATE EN LOCK MAY BE N UEU OF tIV LOCK ar FOR ANY SPAN AND o ;; INSi 7TONS ALT ANY ELEVATION.AL NATE LOCK MAY USW AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT xoo-ttva �; OF 1/4"0-20x3/4"S.S.THUMBSCREW To®OR @ CENTERMATES SHALL BE MADE W/ 114'0-20x3(4'ALUM. J r'z 1T � RNNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t / 5_:. � � a LOCKS AT 1/3 OF SHUTTER SPAN. o 6.1dANDATORY QDNMTION 03 FOR KEYSTONE MOL.tftllG M4ULaTV&. ONE HV LOCK®or®or ®StiN.L BE USED AT i/2 OF SHUTTER SPAN FOR ANY SPAN OR 72'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or®or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or 0 SYMMETRICAL CENTERMATES W/(2) 1/4'-ZO x 1/Y LONG FIAT HEAD S.S_ SEE END MS.LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 DUALSOMEC ION D r E N 1 a K L Y P a v a x OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. ON SHEETS 10 k ,',BE, 'FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 CENTERMATE pNE ALTERNATE W'T'LOCK MAY BEI LED IN LIEU OF HV LOCK OR FOR ANY SPAN AND ©oa�m®•Oart®ae10 •®ou ALIATION AT ANI'ELEVATION,AL NATE LOCK Y BE USED AS AN WIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION MIG, SHEET 9.WHICH MUST BE T O• ©• 3 on�.11 J oa CONNECTED TO CENTEWAATES®ANO @ W/ 1/4'0-20 x 1 Ile LONG S.S.THREADED BOLT W/7/8'0 x 3132' WI GNUT OR W/ 1/4'0-20x1'S.S.KS. INTO A T/4 0z 5/8"RA+NUi.LOCK MAY! INSTALLED AT MDSPAN OR 12' /��,'� +''@°x MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. U. ®•®°a�•�j3axis•�sa+T�•� • O S 2N HD LOCKSC TES: 1. : ONE ALTERNATE HD LOCK(�) MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION W LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY El"ATION.ALTERNATE RD LOCK 0 MAY BE USED N.TS. AS AN INSIDE OR OUTST� LACK.ATTACHMENT Of FTD LOCK 13�i TO t5 w/3/e x 3/8'.F.N. SS.M S AND INCLUDES REINFORCEMENT INSERT Qy AS SHOWN ON.SECROPIS HOB- AND -ENC,SHEET 10,LACK MAY BE INSTALLED AT MI05PAM OR 12'MMMUM BELOW OR ABOVE WDSPM. USE OF LOCKING RODS @ L4 CMPLETELY OPRONAI- on Ifig Velocity Hurric_.TTZO'ne� ����•S,��R A:7!(1 j'Ay,,� 0 2015 EASTERN METAL SUPPLY.INC. r BERTHA HVTM A S S Q Accordion Shutter System 1 L E G O tic, ■ Kv a n X#1 W1 CR W/o N.v.IMNDt7N MME Ametiean Shutter Systems tk mcwtioN "IE wuwN or M.L s iIWT TESTING & ENGINEERING COMPANY A1laoetation. Inc. 1 OLD 11-192 S 13/15 Date 4/13/15 STATE OF Bxs Kw.JBUI.St.St•.nos.vrta m,GRIMM FLORM nit Phone:(300)071-1430.Fox:(305)811-1531 - 4268 Westroads Drive 2 R C1 S a a�1 ubmv ooleom West Potm Beach, FL 33407 s DRAWING No Fs •.......• G�:��' LD 0004719 15-085 'N,', /0NALF x'•,lWATER A TILUT Jr,PC ' Arr A \+�� FLORIDA Uc.9 KtG7 e P.E. SEALftSo;it R DATE ® SH$OF 20 -CONCREIL-ANCHORS POURED CONCRETE OR CONCRETE BLOCK CONRCRE E PCONIC OURED •SHEEETSCHEDULE ON 13) REQU= 1/4.0-200/4'S.S. REOUIREU REWIRED 'CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORStIJ7 18 TYKt (sTE uDTalloa,I QIjCN fir'» {SEE SCHEDULE ON )11/1/4'-20 (SEE SCHEME ON SHEET 13) 511EET 13) NUTS O tY O.G 1.1 fI[n. 1/4 0-2W/4'S.S. Ifin.' Ea EO- Q I.1-MA29NE SCREWS -EQ „-EO USING 1/4'-20 NUTS _ 19 1/ O.12`O.C.min E.I0.N' .250'M. __ _ , --@3 CR- 5 __ O (1 „ 1 0 q - I D sIT E. �I OPTIONAL ORAL i l { to NKS SRE SCfWL aN 94x _ COSTING i- it UM ISIS NR 1 1 1 �R ' ± I 1 IXIG�'�; (SEE SCHEDULE 0NARANION xStEEET 11)CIASS , 1 I HNRv@Nt ESI i MIN.SEPARATION TO GLASS "'""� '`(SEE SCHEDULE ON SHEET 11) �A HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE NO I { MIN.SEPARATION TO GLASS r 1 GLASS--� I 1 R (SEE SCHEDULE SCHEDULE ON SHEET II)--"�1 1 M AS M , 1 OO i MIN.SEPARATION TO MS 1 1 1 CLASS ,-SQILAE ON SI'm 1I, I { (SEE SCHEDULE ON SHEET it)- It Tae IIAEC h ON 9ELT 19 cMR { 91u5mag q! " 3 NC_: il-OPTIONAL 1 1 I 1 E ax• M OPTIONALI, ,,, f 13 ORD. 7 1 b , _ TEIGI3 OR12 4 1/4'71-2°x3/4'S.S.PHI LIPS TRUSS HEAD o-20x 3/4'S.S.PHIWPS MACHINE SCREWS USING CONCRETE ANCHORSSS HEAD MACIANE SCREWS CRETE ANCHORS I' 1/4'-20 NUTS.A 12'O:G (SEE SCHWULE ON POURED (SEE SCHEDULE ON SHEET 13) Min. OR CONCRETE BLOCK SNEET 13) W/ 1/4'-2D NUTS Q 12'O.C. POURED OR CO BLOCK -- CRETE ANCHORS REQUIRED WAu`r>°uIR DD HV WALL SILL INSTALLATION Rm (SEE EErSCHEDULE ON HV WALL SIL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ T- SEE WW 4 FOR TPMAL WTUfiER t E D.=ECCE DISTANCE ASSEMBLY ♦SEE UM ATIONS OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIrICATTQNS ON SHEET 13) BNADE W SHEET 19 } HV BLADE ItN ANY WAY TO SUIT ANY INSTALLATION, T11MU/M FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone QO 2015 EASTERN METAL SUPPLY, INC. BE HA HVTM stem/ Accordion Shutter Sy 7RLTEE Ow- A S S A. wv aAE #1 vrJ OR W/O KV.WtnotW MADE LITAmerican Shutter Systems F TI NNI TEMMNC& ENGINEERING COMPANY I 11 MVO DATE DwwN Dn ML. �'•. (V�` BSS!N.M.3611A St,Se.aro,11i WA GARDENS,n0RIX 331 ASsaaiotlOnr nc. 1 DlA T 1'192 4 T3/Is LIME: 4/13/15 (305)971-13M.Far:(3°5)871-1531 4268 Westroads Drive z A a`� .- 0..tat.00-1— West Palrn Beach, FL 33407 3 DRAY(ING/�No ,'AAAss�o /t�."i"GAA`'` WALTERRA�1.117 Jr.P.E. 4 15-085 P.E. SEALf��'NATURE/DATE I10aa4 Lt..g 44191 a SHEBET OF 20 CONCRETE ANCHORS 1 i CONCRETE (SEE SCHEDULE ON SHEET 1S) I TO�(� R ®♦ I I 1 I 70� !+ t REQIRRED 040 a EDGE 1RIr4�t9t9 GLASS-1 KK S. SIM tY) 51A9 EXISRtiC I wars tD&� ;,, i•— GLASS (rSOMME •x 9 ALTtItNA ; i t a EXISTING 11 i LOFJ1nON 'F j10x3/'HEX W HERO 11 OR 3 ORIS I a !K TEK' REWS-W 12'o: i EDGE OF N F s uiN. FTE ANCHORS , 8 1 PUM CAI LE I ©* 7 (SEE EDULE ON 13) ii EXISTING 1 I! I� +� X11 i EDGE OF clA9S--i SLAB IF IF EOG.OF APPLICABLE .. APPUCAMEIF Q. POURED I FIAT HEAD CONCRETE AFIC1tQR5 a t R ar X110 ♦ PDtlRm REQUIRED FLAT HEAD'CONCRETE ANCHORS REO ED (SEE SCHEDULE ON SHEET 14) ar�¢T,9 rOT t o ® coNCRErE- 1 .TRN'CH INSTALLATION REQUIRED a. D. (SEE SCHEDULE ON SFIE'ET-T4) Q HV WALK—OYER INSTALLATION VALID ONLY FORSU UP TO +70,FOR PSN A.S.D. HV FLOOR INSTALLATION t SSC1Eo LE F03, SHEET 11 &FOR SPANS PER Q HV CEILING INSTALLATION E7rISt HG SONRAWN G MilttS "I IMmTo O.'a SCHEDULE ON i~tAwP��N�X Yv—�W� �'°P —� I I SHEET 13) t/ae A naaAaFVRM oN tt> ^ . �YI:^ING E)asnNG—"��,.+,5mMA1xfN to clAs9 GL4^+>—tib~ oil' 1/411 FOWETS CLASS G1 t CLASS e t 77t4{R4 AN010IS SABOMADff YJ/ / i UvrY i i i �C�:a+mwk'w sir Iq 0.c FOR w e MO II NAK ' 1 t 4•O.C.FOR LAR=71" LI L1 Y/4' 'r IT UP TO Y 11'.wKy 4 1 F 1 SFNANT AT EYDW 1FSAEE L (SNOTE" N SI ! t « I ®lo><s/a-!# . ;art w 3/g @I- MAX. 3 I 3 ® t i WASHER HEAD COM,SEALANT t I + Nat I TEX SCREWS ,i ) g• 1 ' 114.3/4' HD(HEAD O 12'O.C. $I +t �'" ••1��.,• t/1'r-2D,3/C SS 9S SER SCREWS o 9'O.C. I 3 - --- 114x3/4'S.D.S. s OR 1/4-0-20 S.S.N.S, CONCR ANCHORS _ _ 6 + 77 J - - - i i i= 1/4' US=1/4'0-20 CARS + (SFF.SC aN 1 O 9'O.C. -_ - Mac 0 lY 0.C. W/NUT O 9'O.C. I SHEEP 14 : �- -} oasl¢tc Non SUMCIURAL n EDGE OF O / 1• 2.00'YIN.`•a. WALL TRW(DECORAIWE ,!I i T 2 17 ® .1.-• E.D. ;- SaW V1 1 F SLAB IF 114.3/4•F.H.S.O.S. MIN Pa1RLV 11 7/g' 1 7/8 APPLICABLE GONCRETE ANCHM SEE N .Y O 9"O.C. CONORM W. E D POURED CONCRETE (SEE SCHEDULE ON ONRED 1 CONCRETE ON SHEET13(b) OR CONN ETE BLOCK SHEET 14) R CONCRETE BLOCKREOURED POURED NTIN J RED KEYSTONE MOUG INSTALLATION OPTIONAL C J HV_.WALL FLOOR INSTALLATION — S IO UUMN ASD.�0N PRIMR II 464.-72 F,T REEQUIOUIRED StermR SPAN g'-d' a HV RAINGUAR0 INSTALLATION t lf�iALLAIMbKALL U, y1F FOR COMBINATION QFa=95:95: «E.0.-EDGE DISTANCE ` REMOVABLE WHEN PERF0FUJEO SM WIATIONS OF 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 1J) ORATO AN OPERABLE EXIT" ♦ENTRANCE MADE(0 ON SHEETU19 19 FOR ASSEMBLY � �CCTIOAN BE coMBINEa INSTALLATION DETAILS W f 0) HV BLADE 2-MOUNTINOIN ANY WAY TO SUR ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ```�Y �R A;•�1C[%�''�i, (9)2015 EASTERN METAL SUPPLY, INC. BERTHA HVT-IA I C O �N�. A.S.S.M� Accordion Shutter System HV, BADE#1 W/O2 W/O KV.WNW BLADE American Shutter Systems DTSCWTUIN DATE OWAN Ln• Ml. TtWT TESTING 8t ENGINEERING COMPANY a'•, TATE OF .: w n„31.st.s,•�vRCM C0Ro0M,TLA 331 Association. Inc. 1 oLD 11-192 yta is DATE 4/Ys/Is Poona;(30.5)871-1530.Fax 1(303)871-1531 4268 Westroad5 Drive 2 'i '•. . �' —MO.,U7tacaoaa"M West Palm Beach, F•L 3 33407 DRAWING No $�O......N AL �Y MUY,ER1- 0006A, Uj719 P.E. 4 15-085 P.E. ;h6jIVNALGE/DATE FIARTIA U--j 44167 SHEET 6 7 OF 20 SEE END WALL ON SH 10 & 10 SEE NOTES ON LOCKNNG RODS O,W LOCHS 0 or 20 OUT I-N r DUSTING GLASS INSTALLASLACK � K� oEEr!L � CV MR AM BLADE W HV CENTERMATES MME0 OR 2F SEE ENO WALL CONNECTION I ����•�«�,®w C"KISTING GLASS DETAILS ON SHEETS 10 & I$-1 (6063-76 ALLOY)ALUN• QPPOSING ANGLE W/(2)1/4.0 TAPCON 1/2• a®+� SYMMETRYCAI ANS ToCONCRETE I CENTERMATES (TPJDOii) /10x3 4•S.N.S.W 12' C ATES Mr», SGLAS N O 'TO « (418sox+/z's.ILs ro 11RSE rliu W/ HV LACK or W V LOCK o AT EACH ANGLE.(1TP)� { (SEESC11[t0U I * UN SHEET 11) 5 * 35* 1N I HVA HVB w®w©•(77 w ,®w POURED CONCRETE OR ©•�•®ox©`�' I IO, EXISTING G SRW 81ACK WALL EXISTING 6 • + Cw 6 7 °R mm, SEPARATION ®•®w I9•®5 J�G�IA�43N CENTERMAT I N Q.®G,0,�B w®.�7 �, To GLASS rJ (SEE SCHEDULE w + — W/ HV LOCK 6 OPTIONAL ON SHEET 11) NLN.S TION ® ® u (5—\ //V'��y (INIEMOR) (SEE SCHEDULE IN ®ONAL ON SEET - (INTERIOR) _—___ - Ak O UT CONCRETE -- — — — j - '� ANCHORS 0 _ ---------- ---- - * 'I 16'O.C. 1 * 3 VARIES z 3 # � 90' * o: (') �`• as p,•A OUT b 1/2'MA1i.SLACK OUT I @j {EXTERkOR) HVE �5 HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111111111 t811/p!! 0 2015 EASTERN METAL SUPPLY.INC. j%JBERTHA HVTM P' �cE+v A S A Accordion Shutter System. L E C O INC. . ■ ■ . H.V.MADE#1 W/Cit W/O H.V.W IMM 6tA4E American Shutter SystemsuL *; _ TIWT TESTING & ENGINEERING COMPANY Association. Inc. + OLD 11-192 4/13 15 DATE n 13/15 .o STATE OF C 83"FEW.36u4 e+.SI..305,wtGt'A GARC ,n w 33+ r Pfono:(3o5�T1-1330,Fox t(3os)bn-tsls 4268 Westroods Drive 2 DRAWING No ���.F�OR49A•��`4' .-ma-tmco od.c — West Palm Beach, FL 33407 3 EB-0=6719 (eJ-0BrJ W�ai r A 44167 g SHEET P.E............... 1r/s (�itlA3C?A' E/DATE e 8 20 ALTERNATE I ST LLA ON WZHV "T" LOCK HV A F AE " " LCSCE E 8 Tai & LOCKERS 1 HV SEND ceHNEcnaN DEwts DN SHEETS 10 & 18 INSTALLATION HV BLADE ouTFIN-1 '�f COM" tet, MAP M,WMrAl ;O, ,. Wf HD CENTERMATES - O A3 M O M.LIM MH V tree-Nw. MMM ON RBS WAY EE Usf4 ll5ril 11�fLl i 1�onad i+w sr w nns SM END WAIL CDNNEC710N DETAILS ON SHEETS 10 R 18 teoe3-sa wavi raw. ANLif• x1�1+.�iN� + .* � roc _ FAa1*= ( oc rvu u7+o r s (N (6)KV. 30 HV "T FIRS mr.) 7 3/4- wrs(M J s_ csa e 5 3 LOCK (INSIDE) 1 ,x Rrr) oN sNm ,� 1 - - — ---------- 5 1 2 1 f 1 a• yam. 3 A x 3/w OUT 31 oR 2 3 31 oR© 31 oR 31 oa®2 * 35 sEE rmtt s roR tnrx 2 i/4" 0-20 x 1 A/2" S.S.M.S. 4 35 (ovrx xaU ®• * W/ 7/8"0 x 3/32" WINGNUT. (avrorAt)HDO-HMO OUT HDC-M r teat,ON seoT s. SYMMETRICAL HD CENT RM TES SYlkMfTRICAL HO CENTERMAI ©0 HY "T" LOCK (OUTSIDE) � �y/ft LOCK (EXTERNOR W/Cf�'_LOCK (INTERIOR) t�,,,,AWtaNIIY HVG* a-n AUNUTSM."V=n"M TWINSHUX ®m©•Q7 e® t�•®°' AS WMFACrURM rrf AVM OMRW TEMM,WRSMOV,t0V JERSEY ©.�] .©m©•O•®m 6)036 OR MU%L a ®•"�•�� d��®'® 3 ` T �© �`sse rorEs a+womw r�sg a Nup3 tans Q+.van s -V ua or,AL rwPw ULUXO DUu."w-"IS %"rat ki ovRt.3wrs Ar nX a or¢amr uAnEO HDD—HWS• FLOATING STACK FLORIDA BUILDING MOE bon High Velocity Hurricane Zone -P,`-(�A;Ti(�T�,, 0 2015 EASMN METAL SV'PPLY, iNc. Q. E ;✓q,, __ BER HA HVTM F Accordion Shutter System SEC o 1flc. AnSmSmAnKv BLADE X11 w/CR W/O H.v WINDOW BLADE `��+*= TILUT TESTING k ENGINEERING COMPANY AmeftCCTI Shutter Systema oEs mm" oATC DROM ar. MIL TATE OF Assoctaticn, Inc. 1 0U) 11-192 a/1J 1s DATE: 4/5/15 N..aem SU�so,.VRWM e+RDDM nDFZ%3316 P1nne:(�os)err153o.Pox:(301621-16J1 4268 Westroads Drive 2 DRAWING No —MA:tatmooaor.00m West Palm Beach, FL 33407 3 QNAI WLTER��'n.P.F- 15-085 si E P.E.�SfEr `rf 3`I 7URE/QATE f'°`mA U.a"'e' 6 SHEET OF 20 —... POURED CONCRETE POURED CONCRETE RED CONCRETE POURED,CONCRETE OR OR CONCRETE. K" SCREDULF CONiiiETE ,CONCRETE BLOCK WAL(. OR CONCRETE. I th.00K WALL REQUIRED CK WALI.RECriJ6tED RECUIRED -BLOCK WALL REQUIRED j , CONC .. ANCHO -.. / _ . �E705TTN7jG-DtASS EXTSTCNG GI.tS$ EXISTM GLASS.. I GCLASS � TO WK� () r {0 16'O.C. i -.)MHN. MASS= MIN.SUVINTIGN ON SNFEI MIN.S IARAD N EQ TO CLASS(SEF QA17E;. _ON"� 7a GtASS.(SEE SaMLiE ON 1/16"i3"MAX. _ ON 1 1t Fat alZ D,1 SHEET It FUR AfA (6063 76)'cow. Q 1 FOR 10 FOR t 12' tQ1F4@M ADE ET 79 F�iht� . 4F1 S�ffET FUR ALUM.CLOSER i (LOCATE AT I 1 dADFS(D� EITI&R,ICE) HAOEs &QA PLATE(LOCATE t/a '}� BSlOESm&Q OF 5U) AT ESTER SIDE M!N 1/7.'MIN. o) I USE Y OR 2 MAX. g1o11/z•S.M.S. {COAT/2"sass.—/ _ _,___ uMzNu�PJ q$P TEN i/akD'-x^ _-- O 16"D.C- €F 16"D.C. _ _ -—-—- 4 1 (6063-T6 ALLOY)A MIDNEKIITT' (1){lOxl J2•S.M.S.ITE®& yk;�/ WALL AT i'Q.G. lE AT 5 1 OR ®' SSIDE ONNECT QN 1 OR EITHER SIDE OF(D) 1 OR 5£E DETAIL X TOR i OR TO TRACKS SEE SIDE CO TRACON � � '�" «o'�a 8 •®' SIDE NN'Ecnm �-/ "0-e.oO°`�=J'"�l•®' ®«6 8° 1 •Qa TO TRACKS 7«g �.��*�j.®a©'.�« 0 TRACKS ®®870-0-0-0-0- 0 6.o.0-Q.o.0- ®'�'®'�'�°" �'®°'®•�®''�Q O•�@�•4��•®ate•@ �-�«�•Q«®•�«®'® O•®«®•®A®ate �'®°'�•®«C�'Q « END CONNECTION DETAL 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL ENO D I CONNECTION D 0 POURED CONCRETE OR A}REQUIRED ONLY FOR SPANS GREATER THAN 12"-0' ——-. —�EXISTNO GVSS CONCRETE BLOCK YlAI1 GREQUIRED LOLE ANG /� �,r 4 700�(SEE �t 0 16S•M.C. FAR(SEE Y a ----------�-- I Ct DE.0 CONC� t/2'MIN. To MASS ON 9ffLT -- OR---- - fi oR�AR�OR ON SHEET HI FOR ANCHOR® f 11 FOR BLADE®AMD __ __ 01 OR( (q OR@ CONCRETE aAnLsOe® 12'o.c' 10 g Wim&dA q -- - - OR(p ANCHOR ( Q Q 1 2 ►ATN. q 2'MIN. 2'NiN. ♦SEE 1j REtM® N .I1S£9 O@d2@OR(qOR@OR( VIEW 5 oR y3 PLAN DETAIL X POUREDCONCRETE OR p�d�«©�tO«$ D•�a OR END I STALLATION C CONCRENCRE TE W REOUIREo " ' ©'�°' O.O•�a0•®•. � M HV BLADE OR U HV WINDOW BLADE INTO O.O•�«©•CU•®m CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL END CONNECTION DEfA1L G o•�a�'®«®+® � a�'� h10RIDA 8411LD1N6 CODE Non Nigh Velocity Hurricane Zone) 0 2016 EASTERN METAL SUPPLY,INC- 'aa? tc N � B RTHAITT. /+ I.� ■ ■ �A■ Accordion Shutter System C 1 L E 0 list. KV.BLADE#i W/OR w/o N.V.IWNDDN BADE 's "� l(� *y Atllef iCOlt Shutter Systems gy.lk DE5cFwn0N DATE DRAWN Dn M.L TILUT TESTING & ENGINEERING COMPANY Assoctotion. Inc. / OLD 11 192 +J13J15 PAM 4/13/19 STATE OF Q'„ am M.".36IA.St..$110,305, GPJWM rLOFWA 331CA 9'' PI cAb:(305}671-1530.Em:(M)671-1531 4268 Westroods Olive 2 r`• ` o-II It vft..M.4c West Palm Beach, Fl 33407 a DRAWING No O }°��iiySJONAI. �, WAEIER A. 1111% P.E. + 15-065 t� UAfE EwamA uk..9+4157 6 SN 10 tfURE/ OF 2 SCHEDULE-#J- MAXIMUM CHEDULEQ1MAXIMUM SHUTTER SPAN "L+'OR "L--" MAXIMUM SHUTTER SPAN* "L+" rRD-L-- IMUM SHUTTER.SPAN*"L+- (ft.). �nneN LEGEND ' (ft.). FOR INSTALLATIONS W/ OR •L (k) FOR (ft.) INSTALLATIONS&In or or INSTALLATIMS W/ SYMMETRICAL CEhITER CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or or or 4 & W/ ONE HV LOCKS MANSORY POSITIVE ASD. DESIGN PRESSURE RATING. HO LOCK ®W/ NO LOCKING RODS'or ONE HV LOCK orr0 or OR W NO LOCKING L-:MAX.ALLOWABLE SPM)F'OR A GIVEN NEGATIVE CENTERMATES @&!�W/ ONE HV `T" W/ NO LOCKING RODS S') / MOUNTING �F, K&L E M,RN,S &PH Q. ASD.DESIGN P(�SSURE RATING. LOCK�Q W/TWD LOCKING RODS Q T_oe-& (SEE NOTES �j,1;'I•) (VALID FOR-MOUNTINOI& (2)PROCEDURE TO DETERMINE.MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING C, H, 1. 11, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING &-M . M Ma.VC I .01 DUMGIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, Asn.CMM ASD-D M As.a IMSCN INSTALLATIONS WALL MOUNTING FLOOR/cfJLG+C WALL NOONRNG tRRx°+E DETERMINE MAXIMUM SPAN •L+•FROM SCHEDULE (w.) MOUNTING �' g RATM FLOOR/tk1UN0 MWNIINC GIVEN A NEGATIVE A-SD.DESIGN PRESSURE RATING, XtOR (W') FLOOR/CCUNG MOWMM TP•..t.) OR (* OR-) X�DR-) rtooR MOIRIiMGn DETERNINE MAXIMUM SPAN •L-•FROM SCHEDULEL+ N L-(R) I.f (0) L-0t) L f (ft) L-61) L+ M L-M 0 MAXIMUM SHUTTER SPAN t+'OR 1-'FOR 30 OR 16'-w 18'-0` 16-0• 16'-0' 30 18'-0' 16'-0' 30 16'-O' 161-0' INSTALLATIONS INTO WOOD SHALL BE UMO£D TO FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL TO.THE 105 psf.hS.O. DESIGN PRESSURE RATING. MHMRM DETERMNED SPAN BETWEEN-L+'AND 1-'. 35 14'--10' 14'-10' 15'-2• 16'-0' 35 14'-16' 14'-10' 35 i5-2" 16'-10' 40 13'-t0' 13'-10' 14'-2' 15-2' 40 13'^t0• 13'-10- 46 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAR FOR 45 13'-1' 13'-1' 13'-4' 14'-3' 45 t3'-1' 13'-/` 45 13'-4• 14'-3' f HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7• 50 12'-5' 12'-5- 50 12'-7" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 '-1' 12•-11• 5 '-10' 55 11•-i' I1'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE 60 11'-4' 11'-4' it-T -4' 60 IV-4' 11'-4' 60 10'-2• 10•-11" NOTE 05.SHEET 5. RATING. 65 - - 11-7/' 65 9'-5' 10•-1' DETERMINE: 70 f0'-G" 10'-6' f0'-9' 11'-5' 70 10'-6' 10'-6• 7D 8'-9' 9-4' Li+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 iW--1' 16"-1' 10'-4' 11'-1' 75 10'-t• 10'-1' 75 8•-9• t'+EXCPT THAT MAXIMUM SHIRTLR SPAN'L+'OR INSTALLATIONS. 80 W-10• 9'-10• 70'-0' f0'-9' 80 9•-10' 9•-t0' 1-"AND MAXIMUM ASD. DESING PRESSURE RATING FOR 85 9'-6• 9'-6' W-9. 10'-5' 85 9'-6' 9'-8' INSTAUA40NS KID CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE G SWM.BE LIMITED AS FOLLOWS: RATIN 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' DETERMINE 1- CONNECTIONS TO KEYSTONE MOUNTING Lf-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 0 9•-0' 8'-9' 9'-2• 9'-10' 95 9'-0' 8'-9' LIMITED 70 +64,-72 p.e.F, AND 8'-0"SPAN, SEE 12-� MAX.SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9" 8'-4' 9'-0' 9'-7- 100 8•-9' W-4' MOUNTING MO ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11- 8'-9• 9'-4' 105 8'-7" 7'-11' 110 8'-4' 7-7' 8'-7' 9'-2' 110 8'-4• 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' r-3' 8•-4' W-11' 115 8'-2' 7--3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN -L7+''12+', til-AND 'I--' 120 W-6• 6•-1t' 872' 8•-9' 120 8•-O' 6'-11 (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 8'-8' 8'-9• W-5' 125 7'-10' 6•-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-B' W-5' 7'-10' 8'-t- 130 r-B' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 71-9' 7'-9- 135 7•-7' 6•-2• WIND ZONE SPACING. 140 71-5' 5'-11' 7'-7' 7 140 r-s• s'-n• ASTM E-1996 SEPARATION 145 T-3' S'-9• 7'-5' 7'-3• 145 7--3• 5-9• TO GLASS 150 7'-2- 5'-7" 7*-4' 7•-0• 150 7'-2` 5•-,. 155 7'-0' 5'-5' 7'-2' 6'-9' 755 71-6' 51-5' 1 THRU 3 1•, 160 W-11' 5'-2' 7'-1- 66-7• 160 6'-11' S'-2' 165 W-10' 5'-1' Y-0' 6'-4' 165 61-10• 5'-1- 170 6•-9' 4'-11' W-11 -6'-2' 170 W-9' 4'-11'-- 175 6'-7' 4'-9' C-9- 6'-0' 175 6'-7' 4--9. 180 6'-6' 4•-8' W-8• 5'_,D' ISO 6�-6' 4'-B• �. H V B LA D E 185 6'-5• 4•-6• 6'-7' S•-8• 185 6'-5' 4•-8' 190 6'-4' 4'-5' W-6' S'-6' 190 t95 1 6'-3` 1 4•-3• W-6• y-5• 195 6'-3" 4•-3' 200 205 16'-1' a'-1' e'-=3' -1' 1 2058'-t'— 4'-/• FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone 11tI1111t11111fJ/IF 0 2015 EASTERN METAL SUPPLY,INC. ��,,•�"�A N.Til(jT%,, BERTHA H /TM /1--LFEc0 m.. A.S.S■A. Accordion.Shutter System HvBLADE 1 w/OR w/o Hv WTNDDM/GLADE 4-0 7iLLIT TESTING & ENGINEERING COMPANY A1R1eF�COfl Shuffer Systems TY. DEMMITOM OATS DRAWN BY MICLY LG. •* t C was N.W.Sa1i,.sa sta.xis,WRDarw ✓<ROE1t5. WFcw 331SjAlt:Ur Association. Inc. I OLD t 1-192 4 13/15 DALE 4/13/15 iPhone:(,,5)671-Esso.Foe:(305)871-1531 4268 Westroods Drive z DRAWING No .1� a MT.t4tec000'g— West Palm Beach, FL 33407 3 15-085 aQ� �: EB-0006719 .� WALTE ,� •.a�,O.+RI G\�E� R A rLUT.n.P.P.E. 4 K. , 97LRy;II� i �DATE FLORIDA"r 44167 3 e SHEET SOf 20 MAXIMUM z [tr FOR�Ac �4eY cuTM SPAN A.S.D. DESIGN NEGATIVE IDAP . Ann,) rtruFlMING mownNa PE FOR CONMMIA"IONS ERETF Ort CtmC,'eE�T HOBS SPACING LEGEND POURED CONCN£tE SEE 17o1WMM A a F D MO F ON 5f9ET 6 POURED CONCREWOONCREM M= TAPCON OR A WALL H 6t0UNTINf,. A WALL HEADER MOUNRNO 0 WALL SBL OUNnNG 0 WALL SILL UN11N6 C& WAIL HEADER/Sft1. TAPCON WRH ADVANCED ESAH W/ W/ ®-WALL HEADER MOUNTING W/ W/ NO NT 40 THRFADFORM TECHNOLOGY (a) ASD.tC9RI lQLt1SE 1163' E RD116bd OEM 161AMWE 1taS4iS AAi9C OL9Ct1 t661AE Pt6 WOM A�t gFL17Di 14MMURE 8A113 ASD.am 10.L4M[FRMP E WIND 11150 N�19.E.Pfa551AE RUNG ALL POINTS SOUO-SET 30 40 60 75 80 120 1aD 205 30. 40 00 75 Og 120 160 205 30 45 60 TS DD 120 180 30 40 60 75. 90 120 160 205 30 40160175190* 120 160 205 30 40 60 75190 120 160 205 SLUE TAP 14 12 to 8 B 8 6 a 1 12 ID 9 8 6 B 8 t4 12 1 9 8 •8 -e 6 14 12 10 9 '0 a - 14 12.11019 'a 0 0 03 a. a e 0 6 q 3'-0' i4 f2 f0 9 0 8 8 '0' 14 i2 70- 9" 8 B 6- O 14 12 10 9 8 $ 6 8 14. f2 f0 D. •8 8 0- 6 i4 12. 1Q 9 '0 B 6 6, a a e a a 8 a 8 TAPPER$ )AR LMM M 12 10 9 8 0 B 5_ 14 12 10 9 8 8 6 B 14 12 10 9 8 8 6 0 14 12 f0. 0 8 a 6 3 14 t2 t0 O B 6 B 0 8 D 8 8 0 8. 0 O.S it. 12 10 9 8 a 6- 6 14 12 t0 8 8 0 6 0 14 12 10 B 8 8 6 6 f4 12 f0 'B 8 8 6' - 14 12 f0 .9 e a 0 8 8 a 8 a d' a e 7 i! /2 10 0 8 8 8 4 14 12 f0 9 8 8 9 6 14 t2 10 9 d 0 6 6 14 12 10 0 8 7 - - 14 12 1101 9 8 7 63 - 8 O B 8. 9 7 5S 1 4'-0• 14 /2 70 D a 0 6 4 I4 1T 10 8 6 B B e ,{ 12 IO9 e B e B la 12 l0 O 8 e a5 - 14 12 10 9 e a 0 8 B a e a a B a a 14 i2 10 9 8 a 44 - 14 12 10 9 a 8 6 4 14 12- 10 O 8 e 6 6 14 12 10. 9 a a - - U 12 10 9 e 6 8 6 0 8 a 8 a as 5 74 12 10 8 8 8 6 1 14 12 10 8 8 8' 8 8 T4 12 10 9 8. 0 6 8 14 12 10 9 8 8 - - 14. 12 10 9 a 8 8 8 6 8 e- 8 -a -7 SS 14 12 10 D 8 a 4S - 14 12 10 9 a 8 8 3S 14 t2 10 0 IT9 0 8 t4 12 10 9 73 - - - 14 12 10 9 73 85 - 8' 8 8 8 7S 55 4 3 *SEE S 5•-0' 74 12 70 9 8 8 43 - f4 12 to 9 0 6 8. 3S 14 }2 10 9 8 a 6 6 14 12 10 9 B 7 - - t4 12 TO 9 a B 0 - 8 B 0 e e e e e SPECIFlCA714NS 14 1T 10 8 -r. S.S - - f4 i2 1Q 9 a B 4S - 14 12 10 D e 9 8 $ 14 t2 10 9 e 3 - - 14 12 70 8 8 7 - .e 8 8 8 8 7 5 4 14 tz. 10 9 D 8 4 - 14112 iD 9 B 9.is 35 /4 12 iD- 9 8 x a a 14 /2 t0 9 9 - - 14 12 iD 9 0 73 - .B B B 0. a 7S S3 4 ,ON SHEET 13 14 12 10 9 d 5S 3 - 14 12 0 8 8 4S - 14 12 10 9 8 8 8 6 14 12 9S 74 4 - - 14 t2 eS T5 85 3S - 'a 8 8 7S 6S 4S 3S 6•-O' 14 12. 10 -9 8 S$ - - 14 1 t0 8 8 8 4S - 14 12 10' 9 8 0 6 6 /4 1Z 10 9 8 4 - 14 12 10 9 8 4 a 8 8 a 8 0 E 73 14 12 10 9 8 3 - - 14 12 O '8 8 8 - - i 12- 10 9 8 B u 3S 14 12 19 9 45 - - - 11 t2 8 73 ! a d 8 B 73 SS a 3 /4 12 10 9 8 S - - 14 12 t0 9 d e a - f4 f2 70 9 B 8 6 SS 14 12 10 9 5 - - - 14 12 10 9 0 !s - 8 8 8 a 8 8 45 1/ 12 1D 8 8 4 - - 14 12 8 B 6.6 3 - 14 12 10 9 B 8 0 - 14 12 a 4,5 - - 14 12 65 5.5 - 8 8 8 09 53 3 7.-0. 14 12 10 9 e 4 - - 11 1 10 8 8.5 3 - 14 12 10 9 B 8 8 - 14 12 10 B 8 - - - t{ 1 10 8 7 d a B a a e 75 6 14 /2 10 9 4S - - - 71 12 9 0 4 - - 14 12 10 9 B 7 4 - 14 12 10 SS - - - - /4 72 B a3 - - a 6 a 8 BS 5 3s i! 12 10 9 75 75 - - it t2 iD 9 e e - 14 q2 10 B B D 0 - 14 f2 Ig 8 - - - - 14 72 t0 85 7 8 8 9 d 7 S 4 11 12 t0 9 55 3 - /4 12 iD 9 8 4.5 - - 11 12 10 9 8 8 - - 14 tf 7 - - - 14 Ti 7 riS 33 - - - 8 B 7 5S 43 34 - - g.-0. 74 12 t0 8 SS - - - 14 12 t0 9 8 45 - - 14 12 10 9 6 a - - 14 /2 IQ 7 4 - - - 14 12 10 9 8 3 - 8 0 8 a B 75 7 4 ♦SEE t1TTT^���[[[rrrAT10N5 OF USE FOR 14 t2 10 55 J - - - ,a 12 iD 9 a - - 14 f2 10 9 a 55 - 14 12 85 3 - 14 12 ITS 7 4 - - 8 8 8 7 55 4 3 - BLADE�Y ON SHEET 19 14 12 10 9 5 - - - 74 72 10 9 8 4 - - 14 12 10 9 e 8 - - 14 12 9-51- - - 14 12 9,5 73 43 - 8 8 a 7S 0 4S 14 12 10 05 45 - - - 14 12 10 9 7S - - - 14 t2 10 9 B - - - 13 9S 4 - - - - 1J 95 85 S a 8 BS S 4 J 91-0. 14 12 10 65 4 - - - 14 12 10 0 75 - - - 14 12 f0 9 8 - - - 14 12 10 5 - 14 12 10 9 SS - - - a 8 6 0 8 OS 6 3 14 12 8S 4 - - - - 14 12 10 9 4S - - - /4 12 10 9 7S - - - li 1-5 45 - - - - 14 113 73 B 6 8 73 6 5 4 11 12 l0 6 4 - - - 14 12 t0 9 7 - - - 14 12 10 9 8 - - 14 12 5 - - - 14 1121-8 85 - - - - 0 6 8 85 SS 4 - 74 12 95 5 3s - - - 14 12 10 8 SS - - - 14 12 10 8 B - - - 73 W - - - - 13 _ - - 6 a 3.5 45 - 10,_0• i{ 12 95 S 3S - - 14 12 10 9 SLS - - - 14 12 10 9 8 - - - 14 12 7 - - - 14 12 10 7S 5 - - _ 8 8 8 a 8 75 45 14 12 3.5 3 - - - - 14 12 1016 3 - - - 14 12 10 9 6 - - - 14 0.5 3 - - - 14 105 7 JS - - _ e 8 7 55 45 75 - 11 12 9 43 3 - - - 14 f2 70 9 8 - - - 14 12 10 9 8 - - - 14 i1 - - - - 14 17 73 - _ - _ 9 8 7S 8 S 14 12 7 - - - - - 14 12 10 - - - - 14 12 10 - - - - Os B - - - - OS a S - - - - 8 8 5 4 3S - - - 11•-O.14 12 7 - - - - 74 12 10 - - - 14 t2 70 - - - - - 14 12 S - _ - - 1! 12 10 - - - 9 a B B 8 i 3S 14 12 1 - - - - - 14 12 10 - - - - - 14 12 f0 - - - - - 23 95 _ - _ - 8 8 8 S 4 3 4 12 BS - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 3S 10 - - - - - - 14 /0 7 - - _ - - B a 7 5 45 - - 11 12 5S - - - - - 14 12 10 - - - - 14 12 10 - - - - - 9S 7 - - - - - 9S 7 S.!r - _ - _ - 8 7 47 39 3 - - 14 12 TS - - - - - 14 12 10 - - - - - 14 12 t0 - - - - 14 12 4 - - 14 12 10 - - - _ _ 0 B a 8 8 0 3 12•-0. 14 12 3 - - - - - 14 12 8 - - - - - 14 12 10 - - - - - 1S BS - - - - 15 BS 4 - - - - - 8 C 55 45 4 14112 5 - - - - - 14 12 - - - - - - 14 12 10 - - - - - 25 9S - - - 35 03 !S - - - e 5 4 _ _ _ i-IV BLADE OR 1 J HV BLIYDE H 12 - - _ _ _ _ 14 12 _ _ _ _ _ _ 14 12 _ _ _ _ _ _ 9 45. _ _ _ _ _ - 9 6S - - - _ _ _ a gas 4S SS 3 - 13•-0'14 12 - - - - - 14 12 - - - - 14 f2 - - - - 1a /2 - - - - -- 1{ 12 - - - $ 8 8 a e 4s _(� HV WINDOW BL4.D>= 24 10 - _ _ - 14 12 _ _ _ _ _ _ 14 12 - 05 12 - - - 05 B• 8 4 J8 . 14 12 - - - - 14 12 - - - - - 14 72 - - - - - f3 6 - - - l3 8S - 8 8 6S 4S - 14 12 _ - - - - 14 121- - - - - - 14 12 - - - - - - g 3 - - - - - - a 6 _ _ _ - - - 8 6 4 3 - - - - WORKING IN UNISON 14•-0 14 12 - - - - - - 14 12 - - - - -_ 14 12 - - - - - 14 9 - - - - - 14 12 - 6 6 0 8 73 4 74 7 - - - - - 1! 12 - - - - - - 14 i2 - - - - - 10 4 - - - - - iD 73 - - - - _ 8 73 S 4 3 - _ 14 113 - - - - - - 14 12 - - - - - - 11 12 - - - - - 05 4 - - OS a - _ _ _ _ 8 8 5 4 - - - 14 - - - - - - - 14 - - - - - - 14 - - - - - - - 7.5 - - - 7S _ - - - - - _ 73 S.5 SS 3 - - - 7$•-0` t1 _ _ - - - _ _ Tq _ - _ _ _ _ 14 _ _ _ _ _ _ _ 74. _ _ _ _ _ _ _ 14 _ _ _ - _ - 9 D 8 7 7 35 - t4 - - - - - 14 _ _ _ _ _ _ _ T; _ _ _ _ _ g _ _ _ - _ _ 9 _ _ _ - B 7 45 7 3 _ 14 - - - - - - - 14 - - - - - - - 14 - - - - To - - - _ t0 _ - _ - - - - 8 7S 5 .4 14 - - _ _ _ _ _ 14 - - - - - - - 14 - - - _ 7 - 7 - - - - - 7 ITS 3S - - ....._..�.w..e.. _ _ 16'-O• I4-_.- - - - - - 14 - - �. �� - - _ - - e. _ - - - - = d B a 73 6 3 - - •• 14 _ 4 35 - - - ,4 - - - - _ - _ _ _ _ _ _ _ -" _ _ °;=- _ _ _ _ _ _ AS _ _ _ _ - _ _ a 7 45 - - - - - FLORIDA BUILDING CODE(Hoy High Velocity Hurricane Zone 111111Ar' 0 2015 EASTERN METAL SUPPLY,7N0. PL�ER A..TIC(il���•, BERTHA HYTM cEN ' � E C O tate. A.S.S.A. Accordion Shutter System American Shutter Systems H V.RADE#f WJ OR W/O KY.WINDOM1t SAM * TILLIT TESTING & ENGINEERING COMPANY DESCRIP00H DATE OMWI BY- u.L •, SFATE OF 8353 X.7/.am.St.,510 303,VWGM CNWM nA=k 111 Association, Inc. I OLD I 1-192 4/13/15 DAZE 4/13 15 Q, Nwne`(305)S71-1530.I-:(303)871-1531 4268 Westroods Drive 2 e-10n 8ttcco0ow mm West Polm Beach, FL 33407 3 DRAWING No ,iS'S+••. ... �C��,.� ED-0006719 15-085 z I \� WALTER A T Ur Jr.PZ 4 i 17N L'W ��` FLaWA 1x.g 44167 a P.E. �'�fPOILGNrtl RE/QATE 5SHEET F 20 MAXIMUM ANCHOR* SPACING fin.) SCHEDULE FOR A •NEN MAX, SHUTTI R SPAM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SIE MOUN ENDS C R a H ON SHEETS a A 7) is ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pww BOCK POURED OONCREFE (A) TO EXSRNG POURED,CONCRETE(Mtn.Pc-3 kai) wmw QE WALL SILL MOUNTING ©CSUNG MOUNTINGH�FLOOR MOUNTING - 114.0 TAPCON OR TAPCOH WITH AAPANCEO mwADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED HY I.T.W.8UILDEE.(wn.Fe=3 kai} SPAN NCH ORS SPACING FRc'ALR. - 1/4'0 x 3/4'ALL POINTS SOLID--SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.DOLT A SPECIALTY COMPANY.(Mn.to�+3 1,.* kSA DEM NEEKINE MSM RaTu LIA of WAX pRmtm RUBSkM OEM KIWK FRM4S PAIHG - 1/4'1 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mia Cc 4 2 Iml 30 40 60175 9011201160'20 30 40 60 75 90 120 160 205 30 40 '60 75 90 120 IGC 21% TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED 9l"POWERS FASTENERS.DAC.,AND Di5Dt10UfE17 BY ALL POINTS SCREW,BOLT A SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 4 12 10 9 8 8 e 14 12 10 9 6 0 14 '12 10 9 8 8 a 6 DHRFFA4FDRM TECHNOLOGY - 3'-O' 14 12 10 9 8 a" a--6- 14'12 tb-8 8 -8 6- s' 14 '12 t0 8 8 8- 6 8' (MOn.'!C d 3&Si) DR tM 14 12 10 9- 8 8 6 6 14 12 10 9 8 8 8 8 14 12 f0 9 8 8 6 s ANT'POINTS SOLID-SS 14 12 10 -9 8 e 8 7 14 12 10 8 8 6 8 8 14 t2 !0 9 8 0 8 8 BLUE TAP W/CAP NOTES= 14 12 10 9 8 7 55 3S 14 72 f0 9 8 8 6 6 14 12 10 9 8 8 6 6 TilPPf7R+ 0.1)MINUUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFMFOfW TECHNOLOGY ANCHORS AND TAPPER+ 4'-0• 41 12 10 9. 8 6 0 6 14 12 10 9 6 0 8 0 14 12 10 9 8 e 6 55 ANCHORS IS 1 314'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 9 8 e 6 4 14 12 10 9 a 0 8 4.5 14 72 10 9 8 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SDUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT ,4 12 10 9 8 8 6 45 14 12 10 8 8� 9 6 55 14 12 10 8 0 0 0 4.5 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 7 1/2'LONO MINIMUM SHOULD STUCCO EXIST.AND 14 12 10 9 17.5 15"Z3.3 - 14 ra[10 9 8 8 6 5 14 12 10 9 8 T 55 4 4 SLE U�ATIONS tA9C tYM 1'MIaMUY FOR WALLS WTM NO SNCOO, 14 12 /0 4 8 6 14 12 9 8 8 a 55 14 12 10 9 8 a6 45 Eft.POE Std1914 12 10 9 6 - 14 12 9 a 85 5I'll J5 i4 12 t0 8 0.5 5 35 3 A.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANES,PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR. 14 12 10 9 8 - 14 .t2 9 9 e 6 .4.5 14 12 10 9 e 6- 4.5 ?5 A 044 SHALL BE LONG ENOUGH TO REACHI THE.MAN SR UCTURE BEHIND SAU WALL FINSHES.ANCHORAGE SMALL BE AS'INDICATED ON 14 t2 85 75 65 - 14722 a7S " 4 1+ 12 10 9 8 6 45 35 NOTES A.1)&A2)ABOVE.FOR INSTALLA706 ON MM SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR -0- 14 12 f0 9 8 - 14 12 9 0 a 0 8 14 12 10 9 885 +535NSTALLATOHI INTO Ef5 NTTFI METAL SIDS SEE SHEET 20. 14 12 10 9 75 - 14 12 &5- 7 55 4 3 14 t2 6 65 SS 4 3 TO DISTiNG CONCRETE BLOCK:(ASM C-90) ,4 t2 10 8 0 14 12 98 BD S 75 14 12 10 &' (�14 12 8 &5 55 - 14 12 9 6 65 45 35 14 12 t0 0 7 5 3.5 J - 1/4'0 TAPCON OR TAPCON WITH ADVANCED 17W"ORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUHDFX. �.-O. 14 /2 10 9 D a - - 14 12 10 9 8 7 5 4 14 12 10 9 7S 5S 4 3 - 1/4b x•3/4'ALL POEMS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL Poms SCREW.BGLT A SPEC&-rY CDMPAKI. 12 10 8 65 4 - - 14 12 9 7S 6 45 35 - 14 f05 7 55 45 SS - -1/40 BLUE TAP CONCRETE ANCHORS W/GP AS MANUFACTURED BY FLORIDA FASTENERS DtREC1:INC- 14/4 12 10 "1 7 1 4 - - 14 12 10 9 7.5 55 a - 14 12 9 7 75 45 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASMNERS,DNC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT A SPECIALTY 14 11 7 .5 4.5 - - 14 12 10 9 7S 55 4 - 14 12 7 6 44 3 _ COMPANY OR ANY OTHER APPROVED UCEN'"EO OR AVTHOR90 VENDOR REGISTERED WDH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.RNC• 8._D. 14 12 !0 9 b 65 - - 14 12 10 9 6 6 4 - 14 1. t0 8 6S b 35 - N07E5: 74 12 85 7 5b 3 - 14 12 8 85 5S 4 3 - 25 95 8 a 3 - 14 12 &S 7.5 B - - 14 12 8 8 63 a 3 - 2. 12 6 e 4 4 - _ B.1)MINIMUM mamme r INTO CONCRETE BLOCK OF TAPcON,BLUE TAP W/CAP ANcHoNs AND TAPPER+ANCHORS IS 1 1/4'AND TAPODN _ _ _ _ _ _ WITH ADVANCED TH READFORM TECHNOLOGY ANCIIORS S 17. 13 95 65 a 3S - 14 12 10 8 65 S 14 12 8 115 5 4 14 12 10 9 8 - - - 14 12 10 9 75 4.5 - - is 12 eS 7 55 9'-D U 115 75 6 4 - - T4 -TI 7 55 5 35 - - 11 8 55 45 35 - - - �)MBEDM T EMBEDMENT OF 7/49 x 3/4'ALL.POINTS SOUR-SET ANCHORS SHALL U ENTIRELY meE.1 1/ INTO 714E CONCRMU%J ETESH ULD S NO CC - - - EMBEDMENT HATE STUCCO SHALL BE I'FRM81'IED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL E t i/2•LONG YIN9NtlId SHOULD STUCCO tt 12 8 85 45 - - - 14 12 BS 7 55 4 - - 14 10-3 7 5-5 6 4.5 - - DW,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15 85 55 4 - 14 12 9 7 8 45 - - 14 11 a5 45 S5 14 72 10 9 75 - - - 74 12 10 8 85 5 - - 14 1 9 5 4 - - B.3)IN CAM THAT PRECAST STONE:PRECAST CONCRETE PANELS.PAVERS OR ANY V€NEER BE FOUND ON THE DDSTINNG WALL OR n". 13 9-516S 5 4 3 - - 10 75 4 3 - ANCHORS SHALL BE LONG ENOUCH TO REACH THE LAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAG.BE AS INDICATED ON 14 it 75 55 - - - - 14 115 0. 6 5 4 - 25 95 a 5 4 4 - - NOTES B.i)h B2)ABOVE FOR 04STALLATKM ON VINYL SIDLING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, 05 8 5 - 14 12 8 &5 55 4 - 13 10 85 5 4 3 FON INSTALLA7ON INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 LOS 7 55 45 35 - 75 95 5 - - 12 9 6 45 4 3 - - 9 7 45 35 7 - (C) ANCHORS SHALL BE INSTATED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 105 7 5.5[4.5 - - - r5 6.5 55 is i5-- _ D SIO:SCHEDULE BELOW FOR EDGE DISTANCE(E0. 14 175 75 8 - - 12 9 6 45 4 - () )VERSUS SPACNG RELA7TONS1INP FDR ANC2HDRS. 12•-0' 14 t2 t0 - - - - - 14 f2 8 6s - - L3 fD G5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCH�1c FO-R ANCHORS: a 55 4 _ _ _ 8 a 4 3 - - - - MAAMUM ANCHOR SPAMGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LFA THAN THE INDICATED.REDUCE ANCHOR SPACING JL5 95 a - - - - 13 95 65 5 - O.5 a 5 '4 BY MULTIPLYING SPACING SHaXN ON SCHEDULE BY THE FOLLUMNO FACTORS. 9 65 - - 14 OS �7 55 - 11 85 55 453S - - - TSD SPACING OBTAINED USING FACTOR'BRILL NOT BE LESS THAN MINIMUM SPACING W=AtEO FOR EACH ANCHOR TYPE- - - - - - 14 115 75 a - - - 12 9 6 45 4 - - - FACTOR O.5 8 - - - - - - 10 7S 5 4 - - - 7S 55 4 3 - - - AGTUIL2S 85 - - - - - 10 . 5 45 - - 95 . s 4 - - - - , ` EDGE TAPCON TAPCON WiTH ADVANCED ALL POINT soul)SET'BLUE TAP W/CAP TAPPER+ H 6 - - - - - - 13 95 65 5 - - - - OS 75 5 4 - - - - V BLADE OR IXLTAlIDE THR£ADFORIA TECHNOLOGY MIN.SPACING 14'-0' 14 12 - - - - - 14 10S 7 55 - _ - 11 eS 55 45 - - - - E.D. MIN.SPACING 3' YIN.SPACING 3- IN.SPACING 3 7/2 WN.SPACING 3' 3 3/4' d' 10 7S - - - - - - 9 7 4.5 35 - - - - 7 •u s5 3 - - - - (j)HV 13LADERED COHCRETE A FqUpEB DDNDI Mj CONDRE1E U= POURED CONCRETE S POURED CONCRETE s FniFD W EIE 00NDR EM am - - - - 1/ a 5.9 4S - - - - 9 f15 45 - - - - - JA) V ND W CONCRETE 91= MR FU1,31/Y MOL M-2 lit C��RREETE38'OCK EDIr S - M81 EO,3//Y' ELL.z 1/Y 75 - - - - - - - 12 D a - - - - 95 7 40 - - 3' to 0.90 1.0 0.78 t.0 0.8{ 1.0 STs-o' 14 - - - - - - - 3.5 10 6.5 - - - - IS 6 a - - - - - BLADE WORKING 2 t z• - - 0.9 1.0. _- 0.87 `-- 1.0 9 - - - - - - &s 65 4 - - - - - &s s 3 = = - IN UNISON _ _ _ _ 70 - - O5 8 5 - - HLS 0 4 2- 0.71 051 7 - - - - - - - 1.5 85 S.b - - - - 9 65 4.5 - - - - - - 1 3/4- - 0.97 - - - 0.45 - 16•_0. .5 _ _ _ _ 1 1 2' 0.35 0.35 a e 8 4 s 45 3 = e`s 7 s - _ _ _ = 6 6 4 = _ _ = FIOftiDA BUILDING CODE Non Nigh Velocity Hurricone Zone p,.TI[[/�A4A7 CA 2015 EASTERN MEFAL SUPPLY,INC. pENSF � BERTHA HVTM ILE C 6 �p�. A,> „ .,�.Q, Accordion Shutter System KV.RADE#1 W/OR W/O ALV. WIWOW RADE /1r �-/' = ATt781ICO(1 Shuff9F Systems Ivy.th O=rpTM DATE DRAWN W. Mt. z TILLFT TESTING NI ENGINEERING COMPANY STATEOP :• � ams N.W.360L S,..Ste.303,VFGHA WD06,It0A10A 33N5A A3soclation. Inc. 1 OLD 11-192 4/13/15 DATE -'i/13/15 Op( ���`A Pt-N(305)371-1530 LFe. )Btt-1531 4268 Westroads Drive 2 DRAWING No \ West Palm Beach, FL 33407 3 '"hA,SS10NA\-`; \`�� WALTER AAuTit«s,P.C. s 15-085 P.E. 9"' IMATURE/DATE a S 13 OF 20 j,i}i i a ili a a a i i i i�iii i a i i i i i i i i a i a a i►i}i i i i i i#?i i i i a i w w P l.i+q p _ k N N N N N NiU H N N N»N N N N N N N j N N N W N N r N N ii N 08060000000004000000mq C 00 C COOq OOmmQ Co. 000000004m OODOrp tslllll lmmmmmmm rommmmmmmm maa mmmaammammmmmmmmmmmmmmmm mmam� f�i I l l f lil l I I imimd pdmpppdpdmdppmmpmddmpmmmdddppd pdppdidid Odd�m$ lil I l l l l l l f l l I I 1 1 1 1 1 1 m p m m m m m o d p m m d m m m d p m p d m d m d p m d m m p d d d dym r�ri $ r fit III I i t I 1 I i 1 1 1 111 it 111 t t t 1 11 1) i t iit t d d m m p m m p p m p m m m m m d m p d d p p $ y f l i-1 i t 1 t t I t I i I lit i I t 1 1 p�ill 1 1 1 lit I 1 1 f ! 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N4NNNNN N Ht N1N N N N � 1N t �N. p }Ot N � - N NN 11% iNdVV 6 r VN l 6�apIp ($+1«p�RZ�Jitl NtAN NiRNNNpNp $ tet }m$q ( 1 t k (N C I i N 1 t f N1ii i w N 1 1 W N I i yN i ++N 4 A p N N N+N m d N N NitIN 00 N N d m FO Cd 1eZt � 1I�'It-1i It111 + 111 � 1I I }� IIINI IIN1 I4N11 WN 1+��NiWU#m�NNd+N4?NNNNin w 1i I I II IWI IIultl Ei111UtIII + t I1GlltpllliNllUrnI IuN1 .+NWNNw#UNtP _ z gig e � S ba00 o Mo P t8 r t *IROM CL t'1'o5t/!■ r''7' � �v�� �'�ifi rom �� Wm." (n c 0 0 / a �M 8 u. o�Z ., (a ■ o . o N � M U N v M �► _{ �. N ODo �. N �a to M x1A1 IM .G:D. DESIGN PRESSUBE AND t`dRRESPOhDtNC 1!exiMUb� ANCHOR SPACING {(p,l SCNEDUs F FOR A GM MAX, SHUTTER SPAN. NEt ATNF'A S.D: DESIGN PRESSURE RATING AND A CORRESPONDING NANO TYPE_ (SEE MOUNTDW ON SHEETS 16 h 17). ZS3 LJ B :Sii;TF=ZZATE SOUTHERN PINE No. 2 W/MIN. G-0.55, SPRUCE PINE,FIR NORTH SPRUCE.PINE_F7R.SOUTH SOUTHERN FINE ° SPRUCE PINE SPRUCE 1 NE DOUGLAS FIR W/ MIN. G-0.50 W/MIN. G@0.43 1Y/ MIN. G=0.36 1 PLYWOOD0X 2 UG�G.rR W/� �R NORTH FIR SOUTH �t.1ms a �N,G+9.So W/ MIN. G40.43 W MIN. G=0.36 SM HR) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT.T M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS &a.WALL goutmNGS 8.0.WAIL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W& X P & 0 S&V S &V S&V 6971Wm1P191SMCM m"Kaw z=rw-.=xK"W39FEIXTXw Mwo H1mLaE f62SaR:kcmx 4MMOOMMMMMam amaR7e gliKF {ppsM m[4a1)WOM 6tELL'E=QfI a�1 1�4e x64 Mp#=Dffi4Su�cM k 0xwKR 4P(sklGw 30 40 60 75 90 OS 30 40 64 75 90. OS 30 40 bb 75 90 OS 30 RQ 60 75 90 -OS 30140 66175 90' 05 30 40 � 75 90 05 30140 60 75 90 40. 6675 90 05 130 40160175 90 .5 30 40 60 7S 90 OS '-0'OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10 Tq 9. e 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6. 6 6 6 6 5 4 4 4 12' 12 12 12112 1Z 12-112112 12 12 12 12 12 12 12 12 4'-0' 12' 10 10 9 8 8 6 6 6 6 8 6 12 10 10 9 6 8 6 6 618 6 6 12 10 TO 6 8 8 6 6 6 6 6 6 6 5 4 4 4 12 12 12 12112 12 12112 12 12 12 12112 12 12 12 12 12 10 10 9 13 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 5 7 S. 6 6 6 6 5 6 5 4 4 4 17, 12 12 12 12 12 12 12. 12 12 12, 12 12 12 12.12 0. 6•-0' 12 1 10 8 6.5 6 6 6 6 5.5 4.5 12 t0 IO 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 8 .5 6. 6 6 6 S S 6 5 4 4 3:5 12 12 12 12 12 12 12112 12 12 12 12 12 12112 70 8,5 7'-0' 12 10 9 6.5 4 6 6 8 .5 45 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 .5 - 6 6 6 5 4 5 6 5 4 4 _ 12 12 12 12 12 12 12 12 12 T2 ii 12 12 12 0.5 8.5 7S8'-O' i2 t 10 .5 4.5 3 6 6 8 6 4-3.5 12 t0 t0 B 3.5 - e 8 5 .5 5 3 12 10 10 4 - 5 6 5 .5 3.5 3 6 5 a - 12 12 12 12 12 12 12 12 12 f1 95 12 12 i5 6 7.5 659'-0' 12 10 5 35 - 6 6 5.55 .5 3 12 10 9 4 - - 8 6 4.5 4 3 3 12 10 4 3 - - 6 6 45 4 3 3 6 5 3S- - 12 12 12 12 0 12 12 12 1 9.5 85 12 12 f0 8 .5 5.5 10'-O' 12 10.7.5.4 - - 6 6 5 4 3 - 12 TO 8 3' - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 S 3 - 6 5 - 12 12' 12 12 1. 9.5 12 12 12 0 8.5 75 12 12 9 7 6 5 U'-0' t2 10 SS - - - 8 6 45- - ^ 12 10 5.5 3.5- - - 12 10 - - 6 5.5 41- - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 .5 4.5 12'-0' 72 10 4S- - - 6 6 4 - - 12 10 35- - - 6 S 3,5- - - 12 10 - - - 6 5 3.5- - - 6 5 - 12 t2 12 t. 9.5 8 12 12 11" 7 6 12 1.57.5 6 5. 4 13'-O' 12 10 - - - - 6 8 - - - - 12 10 - - - 6 4.5 - - - 12 .5 - 6 4.5 - - - - 8 4.3 - - 12 12 12 0 85 ZS 12 12 10 11 .5 55 12 0.5 7 45 4 14'-0' f2 70 - - - - s 5.5 - - - 12 7 .5 4.5 - - 12 7 - b 4.5 - 6 3 - - 12 t2 72 s.5 8 6 t2 12 95 Z5 6 45 12 9.5 .5 5 a 3 15'-0' 12 - - - - - 6 - - - - 12 - - - S - - 12 - - - 5 - - - 6 - - 12 12 11 9 5 5 12 12 1L5 7 6 4 12 9 6 4 - 16'-0' 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - 1 - - - - 5 - - - - 8 - - - - 12 12 10 8.5 65 4 12 12 8 65 5 3 1. S 5.5 4.5 3.5 - t n HV BLADE OR (D HV BLADE Wj ISA HV WINDOW BLADE WORKING IN UNISON* &ADE�ON 9HELT 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO TIAL,.FLOOR OR SOLID WOOD SOFTTr SRALL 6E AS FOLLOWS 3.SUBS PATE SHALL CONSIST OF THE FOLLOWOR -SOtRHER N PINE Ib.2 W/G-OSS(N.DS) -1/4Y TAPCat ANCWRS.AS MANUFACTURED 8Y LT.W.WLDDI W/N:R61UM DISE UMT Its DHOICATED AT -DOUM4S FIR W/G-OSO(N.OS.) EeC H SEC"M ON SHEETS 16&17. -SPRUCC PINE FIR NORTH W/0-0.43 DfCOP41Otk SEE NOTE 2 MOW. -smim PSNc FUt SOUTH W/00.36(N.D.S.) 2.ANCHORS TO HOLUMN COU.'D SHAH 6E AS PER MOUM C TYPE U.SHM 17 ANO SHALL CONSIST OF -MIN, i/2'COX PLYWOOD(INS APA) Ud1 SCREWS AS PER NOS 2012 SFFtIFlC411ONL 4 ANCH �N ALLFp F'Ol1.M4 ALL.OF THE.FEWUL NNOpSM AND SPEC01CAMNS OF THE FLORIDA BUILDING GODE(Non Nigh Velocity. Hurricane Zone 0 2015 FASTENN UETAL SUPPLY.INC. BERTHA HVTM Accordion Shutter Sy stem '..... A S■ ■A■ Kv BLADE#t w/OR w,/o kv.wttaov/Y aAX TiLLR TESTING & ENGINEERING COMPANY American Shutter Systems ,N MrI� DATE D„AWR IN, HLL. S,W.W.36A.SL.Ste.X&VIRCM GNOM FLORDA 331 Association. Inc. , OLD 11-r92 4/13/15 DAM 4/13/15 (308)871-1530.Pon:(305)871-1531 4268 Westroods Drive 2 DRAWING No e 011:Uttnc0000l.com West Palm Beach, FIL 33407 s *' SSAT�OF ,i WALT6R® OLFrIdr.P.C. 4 15-0$5 i A � FUWMA Lis.p 44107 8 SHEET OF INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & AA HY* BLADES AS APPLICABLE MAX. SHUTTER SP + 0 — FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY SHALL WALL FINISH LIMITEDBE O 105.0 DESi SEE ZHEET 19 FORMAX SPAN TAPCON OR D D S G SU FOR O E dt 0 1 UNISON APCHNI YNTt{ADVANCED THHREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/Y Min.PENE7RAT10N -{, TAPCON.WITH ADVANCED THREADFORM TECHNOLOGYSUARUM —1--•---- -I- Y OF hIRFADFA AREA To W/II/2'IRn.PENEFRA7TDN QF THR£ADEDAREA TO ETCLS'RkG 1: t7f4511NG WOOD.HEADER "WOOD HEADER.(SEE SCHEDULE'ON SHEET ts)- 1 TOQASSOOR SHEET 15) :*r` 1/4'e-z0ir3/a's.s:MACHtrtE SOkM1E ON SEER QOR Ey'• N � scREWs w/ 1/a'-z0 NUTS 1—11�1E(E)MV t i 0 12'O.C; ,- 1'Min.. NO 1 BLADES m&43 ;f. GLASS--( H a 1 I 1 z WALL OR t n 11 J� FINISH ( HAL'.:. . ..� .- AHLI(, 1 EXISTING M(N. .•'•�` R•ytSH I((,j, ORO 1 2x4'W000 MSTING MIN tDR 1 HEADER REOWFIED ® 2'x4'WOOD 1�I1�R]1{LL1�{I si, - iNI; 1 1�."0 TAPCON OR TAPCON WRH ADVANCED IXiSTMG ( ,SfPYRAT70N ( f ; HEADER REQUIRED t _ THRFADFORM TECHNOLOGY W/1 1/2' TO GiASS(SEE t ( _ Mtn, PENETRATION OF THREADED AREA TO R. ScH DAE ON SIV MCI-SEPARATION TO GRASS P6STINC WOOD HFiV�E 1 I FOR BACEIT)A`D IXISTCIG (SEE'SCHmULE ON SHEET 11) (STE SCHEDULE OrH SHEL7 Ts) 1 ��g FOR GIAS.S•--) - z x4-CONI.SILL RATE REQ% HV WALL HEADER INSTALLATION OHY WALL HEADER INSTALLATION OO HV WAIL SILL INSTALLATION MO EXISTING - 1 MIN.SEPARATION TO GLASSSEPARATION TO GLASS MIN 710N TO GLASS I 1 SEE SCHEDULE ON SHEET it) I I O LUSTING �( S SHEET tt) x t EXISRNG 2`x4'CON"(SEE SCIE)(J i i I O G1A55--1 REO D WOOPLATE i+ ; I % T ::..... a< 1 MACHINE SCREWS RE •5. H _ 1/4'0-20x3/4'S.S. 1 USING 1/4'-20 RM I I W ( , MACHINE SCREWS WZ� ( ( I 0 12`O.C- ALL 1/4'-D N 1 i a, t — 1 I OR t` { ! 1 OR 1 w' 2'x4'CONT. f I WOOD PLATE t III r i REO'D. � 1'Mm. TAPGON OR TAPCON WITH ADVANCED OR THREADFORM 1ECHNOLOCY W/1 1/2' 11 CONT. Mir. PENETRATION OF THREADED AREA TO t/4'0 TAPCON OR TAPCON VRRH ADVANCED 1/4'0 TAPCON OR IQOIE= REObIL�TE DMTIHG WOOD HEADER THREAOFORM TECHNOLOGY W/ 1/2• t� (SEE SCHEDULE ON SHEEP 15) Min.PENCIPATiON OF THREADED MFA INTO.PLYWOOD TAPCON WITH ADVANCED 1-SEE SHEET FOR TYPICIt1. (SEE SCHEDULE ON SHEET 15) EXISTING MIN,pyt4• 1/2 MIN•GO TNTtEADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL Flk19H STUDS 0 16.O.C:MAX PLYWOOD REO'D. W/1/2'Min.PENETRATION OF 2-MMNRNC SECTIONS CAN,DE -` 1/2'MIN.COX PLYWOOD RM'0. REO'D.PLYWOOD To BE WALL FINL'RI----(SIXTHRSCD AREULE n S EET 15) SUIT COMBINED iNW��N.TO ®HV WALL SiLL INSTALLATION f XCSRNC MIN, 2"x4'SMHDS 0 t6'O.C.MAX.REO'O. 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AREA TO EXISTING WOOD HEADER ARTA 70 E10(SEE SCHEDULE ON SHEET 15) SCHEDULE a SHEET 15) (SEE SCHEDULE ON SHEET 15) • sE LIM ATMs of L15E FOR 0 HV WALK—OVER INSTALLATION (V,,MY WALL SHL INSTALLATION *HV FLOOR INSTALLATION FLORIDA BUILDING CODE Ion Nigh Velocity Hurricane Zone ` �•�GT7 A. r�� I0 2015 E STERN METAL SUPPLY.INC. '\\r- 13ERTHA HVim /7,L E C O �M�. A■S■S■A■ Accordion Shutter System FIV.RAM#1 W/OR WID H.V. WINDOW BLADE TILUT TESTING& ENGINEERING COMPANY An79fiCOn Shuffer Systems FV.Ik DESCRIPTION DATE ]DRAWN III. ILL y: ESTATE(SFS3w s7..sLa. .+ evaoDes,rT/na ss1 LD Association. Inc. I O11-192 4 u/Ls oAlt: 4/13/15 Q� ems RW.3e1n. Phare:(305)IT I-1530.Fax:(305)877-1s31 4268 Westro0ds Drive x �4i���GcS+s•.. G\C1``��.T a-ma 91.wm West Palm Beach. FIL 33407 3 DRAWING No n,L/RIVAL ti�1�a`` WALTM A.nun Jr.P.E. 4 rJ-085 rul 7�1 FLORIDA Lk.6 44167 5 SHEET P. 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A R ai 6.SEF ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 3 z P IP BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DE-R&N LOAD(SEE NOTES a 1 &2 ABO/E). a r 7.SEE ANCHOR SPACING.SCHEDULE FOR OLSTALIATONS INTO POURED LL CONCRETE OR CONCRETE BI.OMC WALL ON SHEETS 12& 13 AS LIMBED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MNIMUM SEPARATION TO MASS SCHEDULE PER ASTM E-1996: A�jD (D> (SLEMPLAN FREQUIREMENTS) W Q�®�O WIND ZONE MMM LI SEPARARON TO GLASS NUMI1m WIDTH— 1 THRU 3 1 ELEVATION MR�' +TO MASS EXISTHNG GLASS SCEDIAE ON SHEET 11 MR BLADE(l) 4 &2V -- AND ON THIS SHEET MR MOM(D& C—--'� 5 /1 2 �. �!1 F.XI'E OR ONLY] TTP. Q \ 4 AND WI E Q (SEE NOTE 4 ABOVE) 16 P. p 12 DR 3 MOW ENTERAND UATE5 W/O {SE NOTE 4 ABOVE ALAN TYPICAL HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE SHUTTER* N.T.S. .a FLORIDA BUILDING CODE Hon High Velocity Hurricane Zoite t`pNttunua/tq Q 2015 EASTERN MEAL SUPPLY.INC. 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AS APPLICABLE .250I- • s3 ASTV A-6CRAG£40 Dan.6-60 I i' CENTERMATE o 1 050 «, WMW /tz VaED 1/9"TREK STIM S ON ; 43c 430 �T_ �? wTEIaoR17OOEitoR FELE , 0 6O.C. O 6'Q.C. In 1/4"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR t43c 14/4"0 ELCO CONSTRUCTION C — 1/2 t2 CENTERMATE 21 APPLICATION WITH BLADE1O _PRODUCTS FAB-L0K HD o ' 436 TKC Bx1 ,9AW3 GRADE 40 :: vC ® 6. O;G an.G-go cALV.STEEL COMPONENTS 1MWALL HEADER/SILL INSTALLATION UETAL STUDS AT 16'O.C, n. EXTSFING FWISH AS APPLICABLE SCALE:3/8'n I' (TVP.TOP do BOTTOM) �------- -- -- — — -- — ----------- — --- 13/4'x61/4'x 0935'THICK Main. ZExSRNa GLASS _ _ _ XONT.GAUV.STEEL TRACK CHANNEL, A- FASTENED TO STUCD-S 60 IDtn SYMMERYCAL MAN (2)/60/z'TEK SCREWS oN 4.3a 43b 43c v I: •! I I I I �I �fiON;.VARIES:1{ I INTERIOR&EXTERIOR FACE I i I C I , CENTERMATES W/ ENTERMATES W/ I .I ;.c { i I i • i , (SEE SCHEDULE) Max. 1 y ,,.,EXTERIOR ACCESS SIDE 1 (s'MIn.) IN 4 – ----- 24 �- — -- – 12 Q _-}- Y �� 21 21 21 t 21 d 2)42 AT T – - Ix3CA 1 HV HEADER/SI E IDS VIEW Y i 2 3 i/4'{Typ. II '• MAX. #—s SIDE CONNECTION TO TRACK (Cont.) 6 tJ2 (Typ.) -4. SLACK _VA yyp 9LADE SLACKDETAtL HYF IAV FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\ ``1TIQi111U1ff�tryAA,,r CA zom EASTERN METAL SUPPLY,INC. BERTHA HVTM A■S.S.A. Accordion.Shutter System yKV.BADE#i W/CR W/O TLV, WINDOW BADE i1WT TESTING do ENGINEERING COMPANY Amertcon Shutter Systema D PDD" DATE DRKxN BY; ALL 33}5 N.A.36M.SL.513.Bos,waTMA 6AR00D4,TtORa J31 Association, Inc. i OLD it-192 •S3/'S GATE 4/13/15 (R ono:(3G5)87t-1330.rax:(365)971-1631 4268 Wea#roads Drive z O'•. A 4 �, a-•^� aRe0000acom West Palm Beach, FL 33407 3 DRAWING No ��+,c� SCppOR10,�G �`� WALT 00°Lin' P.E 4 15-08.x7 P.E. '9 lrf AT04DATE EioamA Uc B 44167 5 6 SHEET OF 20