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HomeMy WebLinkAboutProduct Approval 5/21/13 Florida Building Code Online Honda Npartmeentd BCIS Home ? Log In User Registration j HotTopics Submit Surcharge Stats&Facts Publications FBC Staff [ BCIS Site Map Links i Search Bus nos5l es (yfy Pr% -" (al product Approval USER.Public User Regulation Product Approval Menu>Product or Application Search>Anollcatlon List>Application Detail k perp' FL# FL389-RS Application Type Code Version 2010 Application Status Approved Comments Archived r: Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Iroddguez@eastemmetal.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 I? Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. W, Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwa 11-192.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.floridebuilding.org/pr/pr appdU.aspX?parant=wGEVXQwtDgV'(YHH2vJvA53MwsXdCOtOX3bENFONlQQc%3d 1/2 5/21/13 Florida Building Code Online vats vduudteU 1G/4114U11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwa 11-190 ASSA,odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwo 11-190.odf ASD negative load the HV3 blade w/o window blade,T-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and V-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)-Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwD 11-192.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA PfoducteyaluationreDOrtdrwOI1192.odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the W1 blade,8'-0"for+64,-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and W-0"for 110 p.s.f.for HVl and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA DRWG 11-194,01' Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwa 11-194,Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively nock newt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.IF you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dirk hem. Product Approval Accepts: i> [g ^` �(.tiUrILYM I:TH Ili' www.floridabuilding.org/pr/pr_app dU.aspl?parant=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFON1QQcp/o3d 2/2 GENERA, NMS 1.BEAMA KV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUVENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDIOC£WITH THE 2010 EDITION,OF THE FLORIDA 0JILOINO CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOLITr HURRICANE ZONES. DESIGN WIND.LOADS SHALL SE,DETERMLNED AS PER SECTION.1620 OP THE ABOVE MENTIONED CODE.FOR A'BASIC WIND SPEED RECUIM BY THE JURISDICTION WHME$Hum Wr.L TABLE OF CONTENTS BE INSTALLED WITH A DIRiCTIOW�LITY FACTOR X&&.85,USING ASCE 7-10 FOR INSTALLATIONS"UNDER 2010 FBC AND SHALL KOT EXCF.EO THE MAXIMUM(0-S.D.) DES:ON PRESSURE RATINGS MDI A1'ED ON SHEETS 11, 12. 13.14, 15,19&20. TN ORDER TO VERIFY THE ABOVE CONDI7IGN.ULTIMATE DESIGN WIND LOADS DETERMINED PER A_-7-10 SHALL BE FIRST REDUCED TO A.S.O.OES:GN W7z LOADS AREA 1: HV BLADESAD N}t BY MULTIPLYING THEM BY 0.6 IN ORDERO COMPARE THESE W/MAI:.(A.S,D)DPS'ICN PRESSURE RATM6S LNOICATED ON SHEETS 11. 12. 13. 14,15.19&20,' GENERAL NOTES SMELT i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PLD:,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED M THEIR SYSTELI COMPONENTS 1-20 SHEET 2 ANALYSIS:HOWEVER,A WIND DURATION FACTOR C0.1,9D WAS USED FOR VERFI'ATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-77 SHEET 3 BERTHA N.Y,ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WINDAM LARGE.MISSILE IMPACT LOAD HAS BEEN VER'FEO IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ASOW MENTIONED CODE AS PER Ali REPORTS � � TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WTNDOW DETAIL -HV BLADE(] #0214.07-03,#0715.01-03.11004.01-09.01214.01-05,10317.02-0o-.-#0609.01-10 Aho#0210.01-11 AS PER TAS-2D1,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AHES 2: HV IME(1)AND HV 1-MOM 13LADE-.Rl AND E-199e STACOAROS(INSSLE LEVEL 0.VAh7T ZONES 1.2&3)&_01220,01-10 AS PER TAS 201.203&203 PROTOCOLS LARL MISSILE. (WHERE APPLICABLE) -HV WMOJW.RUDE 0 10505,01-05 AS PER ASTM E-1886-AND C-1998(MISSILE LEVEL 0.VRND ZONES 1,2,3)BASIC PROTECTION ONLYAND#0725.01-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION.&NOTES ON'UrXS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.W SLAM a)AND FN WINDOW 61,07E ® ARE ENGNEFERSO TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONOIMONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/SLOCK SHEET 7 3,BERTHA H,V,ACCORDON PINS r CENTERMATE DETAILS HV SHEET 8 P QN SCREWS).USED AT BLADES K180 k5l.AND FOR SYIL.OT.PINS SHALN BE C AT TRACKS SPALL 114/ROSH AND COATING TEM ACTIVELY,410-FNP BY APM APPROVED CENMMATE ALTERNATING DETAILS HJ SHEET 9 STATIM APPLICATORS. R9 ISTE 135.0 iGI AMERICAN STRENGTH AND MM kA ASSOCIATION. S!FMS M.PINS SHALL BE COATED YGTH BERTHA HV DACROSH:fUT COATING SYSTEM As MAN1fACi11RE0 BY APPROYFD OD/yTIIJO APPUfATORS.REGISTERE9 W7i11 AUERICAN SHOPPER SYSTEMS ASSOCW4TKIN.PDAs MIST BEAR THE HV MARKING ON TIMER NEAO. 4.ALL ALUUSNUM WRUSIONS SHALL BE ALUMINUM ASSOCIATION.ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YNELD STRENGTH FOR 6063-t6 ALLOY IS 30.0 kat AND 35.7 ILVI FOR ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T9 ALLOY, - KWMJM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCY. "SHEET 12 5.KI-SWIM TO BE STAINLESS STEEL 304 OR 316 AIS{S=RGS OR CORROSON RESMSTAINT COATED CARBON STE&AS PER DN 50016 WITH 50 ka;WON.YIELD StRENGTH AND 90 kai 1,N.TENSILE STRENGTH. µICHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AVD SHALL COMPLY W/FLORIDA B171LUNO CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE 6:BLOCK SHEET 14 6.BOLTS TO BE ASTM A-2107 CALVAN2EO STEEL.CR,ASI:744 OR 316 SERIES STAINLESS STEEL WITH 35 kaI MNV.UN YIELD S'TRENCTIrL ANCHOR SCHEDULE-WITCO SHEET 15 7.SEE THE FOLLOWING SREETS FOR ANCHOR SPLCir-ICAT3ON9:W BLADE(D 112.L3.14.75 AND 20 INSTALCA'OON-DETAILS M-R.WOOD SHEET 16 HV BLADE C, &Q WORKING IN UNISO-'V:12. 13& 15. INSTALLATION DETAILS S-X,WOOD SHEET 17 B. ET tiSM.Y.H.V,ACGOROON SHUTTER SYS'rA.d BEARS A U.S.PATENT 16.779.582.COI6'OttEE.7$OF YS.'aPPRr:JP1 A CCfRp,IN WHOLE On IN PART BY US.PATENT jI5'458:1: FR.4 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 8 ISSUED TO LAST ' META SUPPLY, Y,INC. S.IT SHALL BE THE RESPONSIBILITY OF THE'CONtRAATOR TO VORn THE.SOUNO,NESS OF THE'S:RU"TURE WHERE<_HUTTER IS TO BE TO IMGE PROPER ANCHORAGE,CONDIACTOR-,0 SEAL/CAULK ,AREA 3,-W WINDOW BLADE Q QNLY, ALL.SHUTTER COMPONENTroam%%FCH REMNN,rHRU FASTINN4 IN CONTINUOUS CONTACT ATH THE SUM.OING TO PREVENT W@K1/RnN INTRUSION. TYPICAL SHU7TcR ELEVATION SHEET 19 10.EACH L74IT MUST SCAR PERMAHENt LABEL IN A MS13LE PLACE WITH WARNNINO NOTE:DURING, PERIODS OF HL'ARICA'N=WARNINGS HOES OWNER,TENANT,OR OnIERS.MUST PROPERLY CLOSE ALL HV ANO NO CENTERWJE9 AND ENGAGE OR LOCK ALL WAND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 1 7.S:tTTIER MANUFACTVRER'S LAGLL 3-Jfl1 BE LOCATED ON A READILY VISIBLE LOCAION AT At.CORZION SITTER IN Ar-C040ANCf_Y,r,N SEC?ON 1715.0.3 Or"nIDA BUILDING CODE.ONE LABEL SHALL BE 1NSTA11A00N DETAUS.METAL STUD WALLS SHEET 20 PLA r0 FOR EVERY OPEKNG. LABEUR,TO COMPLY WITH SECTION 1715.2.2 Or THE FLORIDA BL'ILONG CO?E. ..,.., 12.SERtHA N.V,ACCORDION SHUTTER SYSTEM'S NSTA4!ATIO11 Sittit COMPLY WITH SPECS ifo ATED IN THIS CRAWINC PLUS A,N*E:JWP.'G AND:ONINC RECUAAWNS PRC%1.OED BY?HE JURISDI--UON VMEP.E P'-'RMtT IS APPLIED TO. I3,(P)TIPS P.E.O.PREPARED BY THIS EN0 NEER 1S GENERIC AND DOES NOT PROVOS INFORMATION FOR A SITE SPECIriC PROJE_,;i...VMERE THE STE CONDITIONS CEV14TE FROM TME P.E.D. (5)CONNTRALTCR TO BE RESPONSIBLE FOR TH-E-SELECTION,PURCHASE ANO INSTALLATION INCWODNO IFF.SAFETY OF TH`ZS PRODUCT,BASED ON TIS P.E.D.,PROVIDED HE/SFS OOS NOT X'AATE FPOU THE CONDITIONS DETAILED ON TXS COCUMENT,CONSTRUMN S4FETY AT ST IS THE COATRACTOR'S RESPONSIELUTY. (c)TNS P.E.D.WILL BE CONSOEREO IM'ALID IF ALTERED BY ANY MEANS. (C)S171:SPECIFIC PROJECTS SKALl_BE PREPARED BY A FLORZA,REGISTERED ENGINEER OR ARCHITECT R3HCH rA,LL BECOME THE EKGINEER OF FE''COTO(E,O-R,)FOR THE PROJECT AND WHO WILL EE RESPONSULC FOR THE PROPER UTP OF THE P,E.D.=%EER OF RECORD,A;fI.NG A:A CELECATED ENGINEER TO THE P.E.D.E.NCREER SK41L SUSUTT TO THIS LATTER THE SITE SPECti IC DPAY59NG9 FOR RE-e:W. (A)THIS P.E,O.SHAU-BEAR THE DATE AND CRTCMAL SE&AND SCNATURE OF THE PRCFESSIGNAL ENGNEER OF RECORD THAT AKPAREO Ir. FLORIDA BUILDING CODE(F!Dr1 H gr. Velocity Hurricane Zone 11NTe'J" . �,/"�.- 0201+ EASTERN METAL SUPPLY.INC. �tCEN C�✓ Accordion Shutter System �P ��� SSAttv.&ADE#T w/OR w/o H,v,wIN70A!a:LaDE ' T{LLNT TESTING & ENGINEERING CGNPfiNY Amet4Ccn Shutter Systems ,H GE5tRIP76N DATE DRAIN GY• A.O. /L$saclollona Inc. , O,r 11_467 1L 11 A* /- 2 UTi2s/11 k \ PETS N.u.Jtv..Lt.5t4 105.WF^.�MA dAtO.S nZA=731x9 p`�1rdF;' ..-2 4268 Westroads Drive 2 Q-1, F. PMn4:(sD9}271-1530.Fax:(365)27-1',.31 1 _ DRAYAING NO 4-P R:DIYCOOOi :vest Palm Beach. FL 3497 FIT-uo66719 11-192 S'/a .. �y. ,t' WALIER A TLUT P.E._j �"0JOIJf /DATE �aDA uc#e4167 a SHE'cT OF 20 �.smI smog•Dou� e Y13tIE5 1. 1 , . >Y t (-I)1tV SOLID BLADE 1� 7 05 HV 90' 180 STARTER COVERED UNDER US PATENT P 5x58179j;} OUAUFIED FOR USE W/ UALIFIED FOR USE W/ FN 8U "C> lY+14V DIRECT MOUNT Hv BLADE0 1A HV WINDOW B en 6D05-T5 ALLAY AND TEMPER QUALIFIED FOR U 1E W/ HV 6063-76 ALLOY AND TEMPER EE LIMITATION DE ON S 19 6083-TS ALLOY Al TEMPER, 2x• C 6061-T6 ALLOY AND T 2 0' j .56° 9n r .9ia• 'i. 0' i I 7 -� �g• P \meq, 7• L_, `��•AAA HV ADI. ADAPTER W%LIP k `-'�7°• I `1z'' + QUALIFIED FOR USE W/F9V '"I'9; ;,HV WALK-OVER TRACK � �HVJ• FLOOR TRACK_ 8LADE(D OUAUFIED FOR U E 1Y/ HV 9 jHV =$£Ngo TRACK .z55 6065-T6 ALLOY AND TEMPE c T QUALIFIED FOR USE W/ HV ,� 7t OUALIFIED FOR UAE VY/HV 6063-TB ALLOY tEl.!PER BLADE©ONLY. 60)HV RAINGUARD 81�OE l?} •I 6063-T6 ALLOY AND TEMPER OUAUFlEQ FOR (!xE VV/HV 6063-i6 ALLOY AND 7EMPLR VAR.Ts BLADEC?SS� 1' 1 _ � T"— VARIES 1.916' 3-T6 ALLOY A a TE r-y---i .IW •fit I � 6i _ a .525• gi I i1d ,Y �Q- ' A rl , �670• o t! Sr .09' 4-yi •End 1.696 ^- .�i I ,B"u0 ' .I j �352.?D'• '11) HV CEILING HEADER HV HEADER/SILL R HD CEILING HEADERaiLL OLTk''IFIEC FOR USE IV/HV BLADE�;OVL'r• OUAUr'IED FGR USE•V.' HV BLADE JONLY 6063 Te Al. ANO TEMPEf�` CUASEE FOR NSE R A eu,. 141 HIlcu WALL HEADER/SELL SEE SEC-PIONS FOR VALIDITY' SEE SECTIONS FOR VAUC!TY. � GUAUF!ED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP--? BLAD E(1,0NLY. 6063-T6 ALLOY AND TEMPER CbMFONENf A 0 Y7 72 :C;% N,YMNC f t" 1• ..06?' 2• 2- 10.135- 1 (� 2- +5•MAK.I I/e" ` 1/9• !• 3' i0A90- 2- 15•MAX. 0.I92-10.192•_ (16 .SIDE ANGLES --- !yp} CQRNER POSTS OUr::.IF1ED FOR USE 'i' Hv ALUMINUM ANGLES ,D 2s° Ir MAx. 0.,90.10.:sa• " BLADE(D / I 1 L•AUFlEQ FOR USE W/ HV v OUNU-1EO FOR USE W/ HV -....----- .-... - BLADE 7 6063•-T6 ALLOY AND TEMPER BLADE Q�p ONLY. ��2` 5'LIAu,.0,13q'�p,,3T• 6063--T6 ALLOY AND TEMPER 6003-76 ALLOY AND TEMPER � k t Fl ORIUA BUILDING C00E(Non H;gh Velocity Hurricane Zone, ++IS+rIrrAAA�uiy��' 0201t EASTERN METAL.SUPPLY,INC. ,LRA rig © INmCAccordion Shutter System�L EC JFK . E.AnE(�i W/OR tY/0 KV,V,it�D,V BLADE 44167 71LLiT TEST!trG & ENCINEER!NO COlAPANY American Shutter Systeme ,t•a 0ss0wanaN C'm I aRmYv Dc Ac. *; Association. Inc. „/29/!;a;r n/z9/„ d:s ate.3a:a TInG114E RINGS,OIAPr.Li+ea ^a. 4268 Westroads Drive •—5;1rTE(#F—�cZ�� Pn4 :i305367Y-1535.Fc.:(305)81:-i53f DRAWNG1— N0 e-mca:u:,ceel?ll P West FO!m Beach. FL 33e07 3 E9-o�as. 1 i—192 Fs `••...•..-• \�IIt1 i0MA Lam-.p 4i18iE• 5 1S;ie'ET P. -r, (Q f t L�4 /DATE 6 2 OF 20 4 ' 3.576' T/!'-20xIlY 1/Y-ai Q'd tJ6T _ .715' 4 ? e 3 a' Mi WAO MRU7ED NpL15?12 EWM 2.293" I e•u4 1 CE GSI u TV.) awa rwrttm ramp cn4u6 wo PAN= i d I TILiN b( ..n....C82' JIB— C I I_&RASsenwrn _0aess Cap= s 9 I r rs ! r KEYS(oF+DVE (cnrcyE nAtlal 2 HV CENTERMA7E Perm; UALInE:D R USE w/ HV eLnoetJ&�,ON 2j HV FLOATING C£NTfR�AAETQy�O ' e2 r' 2 �' LOCK HV EGRESS LOCK Oohs-76 ALLOY AND TEMPER OU -ED FOR USE W/ HV BLADEQ)&i .ONLY p?, 7, QUALIFIED FOR USE W/HV OUAUFIED FOR USE W/HV 6063-TG ALLOY AN TEMPEP. HV CORNER CE BLADE � �ONLY. ndc ONLY. 1 0.'F1E0 FOP,USE W/ HV SLAOEt,ONLY 50'0.0. ,1F' 2AW 6063-T6 ALLOY AND TEMPER .o r .5tg• 4 Oa5' 7.076' 1.753' e i -'VSCR j '^ • 06'6 1'"P�_ I .825• ; I-J60•AFTER R No 1/4-PI-20 X 3/4" Wo�RN6rwe .S. THU�10, — _ C fLu `I tLULNIUN(2024-77 `A,IAY)VSOE RAN= N h a9 R]�- ' m. ^� e22•; `3fcEr NUTSE(rT.PMT j 0820.AS URAFA.CW=GY AND I CMER4f'TE%M?H.PAF9PPGNf.NEW MEr C7MG54 CRE AL PLW " " PaavT ELEYAXpr 128 HV MALE "T" C N �{! ` V "T" LOCK ® HY ALTERNATIVE LOCK -LOOKER FOR T LOCK GEN RMAT gUAUFle0 FOR USE W/ HV BLADE t gNLv { HV FEMALE "T LOCK CENTERMATE N 6063-76 ALLOY AND TEMPER QL'AURED FOR USE QUALIFIED F USE W/HV QUALIFIED FOR USE W/HV ELADEQONLY OUAUFIED FOR USE W/ HV BLADE(7�ONLY W/HV BLADE rC70NLY. GLADE t ONLY, 8063-T6 ALLOY..AND TEMPER 6063-76 ALLOY AND TEMPEF F-7—a-71 �—� 3.161 zT C63 - 1--;..' i.ekj l'.9�z, i fl `_PM1P1aT8kk. ' 1M111JER OR 2 L_yui v I,. •' ' I �^ .545' KEY CrUNDM 14' m i �,ao'S '� $� 1 .123'Max. INQ ROD2 H C G G D a! m• °o m OUALIFIE USE W/ HV BLA E '-t L• 6L; �; )tT I a s ` o3-T6 ALLOY AND TEMPEg J QUI FOR USE W/HV 8 ` ; HD CENTERMATE'S INSERT 6063-76 ALLOY AND TEMPE - o �r o VAa=.12'MrX tmGUnEO FOR USE Wi HV cLA7 tG(T Fe r`' t!t'r2D s4�.Jl8'a-:a � i.l 6063-T6 ALLOY SND TEMPER A'.TrR.TIlJY9T�Yf5, 1 1 (SEE Dcas1 I -1/2' 1 � l -iNttMgTI1RN ° ll CYLINDER L OP.KEY 1.57 Min LOCKING ROD[� "L^ 1.78 N­ QUALIFIED FOR USE Wj TtV n.ADE{1� - HD LOCK 6063-T6 ALLOY AND TEUPEP. HV ��s A13-) HV 1/4" d-20 AISI 304 0Y REWW HARDWARE I.-O SE LOOKS SERIES 2333 KOK BOLT LOCK ` INSTALLATION WILL REOUIRE A 7/I6'M f THUMBSCREWSIERIES S S. THUMBSCREWS OUALIFiED FOR USE W/ HVt�Bt�E(T,-& fj L� BELLED AT TRACKS FOR PRUr=cR EMBED �NT OUALtFIED FOR USE W/ HV 4UALREO FOR USE Vr/HV 9LADE FLORIDA.BLIILDiP.G CODS(Hqn [ligh Velocity a7L!'riCDne Z0'fO Iti+r++GR A.rl�". �) EAST 2011 ERN METAL SUP-LY,INC. ""' ��S o�� Accordion Shutter System ,r M IL ECOIN�. H.V.ELAX#1 W OR W/O RV.WtCW BLADE L / `•'�, '�67` American Shutter Systems ,It DEsv1PnaH DATE txw•AN Ost AD. TILL17 TESTING & ENGINEERING COMPANY JM r_W.acs,�+eaax Dw.DEHS,rtan:c..urns Association, inC. , OLD 1t-003 ti/29/i WE TIJ?9/it c-. Pnona:W*1171-1532...ex:005971-1531 426& Westrccds Drive 2 FLORIDA: ' �' `- a`t°°"O03L`° West Pcirn Seach, FL 33407 s DRtV/LNG No p'+Tri A°rim''&.P.E. 11-192 44LL L1 a JufZ9/DATE TtoRDA u�j 33,87 SH3 OF 0 A B C C • u '(r}T q 8 T (VD rd'v'< `. « ONE HV LOCK i or SHALL BE USED AT 1/2 OF SHUI7ER SPAN fC aaN EL ATION. V OR B tt, 2 OF SNUTT-ER SPAN R SPANS UP TO 105',ANO FOR INSt�l,@Tl4FS AHY /1 I ELEVATION.NV LOCK 2{g ar N31Y BE..USE0 AS AN INSIDE OR OUTSIDE LOCK,ATTA^,.HEO TO��''OR', { - I CENFERMATES W/(2) 1/4"e-20 x 1/2'LONG FLAT HEAD S.S.N.S. LOCATION Cr-LOCK SHALL Be AS INDICATED ON ��--�� �- CAL SHUTTER ELEVATION. L, P f UP TO t TWO M! LOCKS Qs 0 MAY BE'USEi]AS AN INS) E ? LOCK.CONNECTION OF LG�1S TD CENtERNAi'eS LO SHAU.8E AS INDICATED ON NOTE I VE LOCATION CFLED-ON lYPJ ..FTU L:. . IItI IWHEN •LOCKING R005 ARE NOT REQ'JIRFA AT HURRICANE POSITION auT MAY E USED IF DESIRED TO ENHAN E SHUTTER PCO MAWCE LOCKING RODS g OR AN ALTERNATNE DEVICE a t MAY ALSO BE USED AT STACKIN3 POSITION(NON HURRICANE POSITION). LO 5 SHALL BE U_ T R ANY SPAN a AND INSTALLATIONS.AT ELEVATION.HV K ar. u3ED!3 AN OUTSIDE OR INSIDE LOCK, '{d ATTACHED TO CORNEA CENTERIAATE W/(2) 1/40-20.x 1/2`LONG FLAT HEAD S.S.M.S.iWO LOCKING RODS I I • AT TCP k 801�T.t SNh'J.BE:USS,LOCATION OF LOCK SHALL BE AS INDICATED ON'TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE 6c'TERMINED AS PER SCHEDULES SHOWN ON SHEET 12, — � » 51 EW A13MNATE ALTERNATE HV LOCK..�.Q EAAY BE USEDIH UE(I OF tiV LOCK U cr FOR ANY SPAN AND I r,.,. N a��$g I x iNSTA TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN INSIDE"OR OUTSIDE LOCK,ATTACHMENT OF 1/4"o-204/4"S.S.THUMBSCREW TO COR a CENTFRMATES SHALL BE WOE W/ 1/4-0-20x3/4'ALUM, p; RNNUT AS SHOWN ON SECTION FIVE,SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 �JJ � EEaa C LOCKS AT 1/3 OF SHUTTER SPAN. ` 5 MAM'fATORY CDNDTDDM IN FOR KE1R.TlfJf MO IMiiNO 1nTDN5t ONE Mf LOCK. ar'o ar SHALL 8E 7Ijt t ii I `I �qI ItII USED/+.T 1J2 OF SHUTTER SPAN FOR-ANY SPAN OR 12'ABOVE OR BELOW 1/2-OF"UTTER SPAN FOR SPANS UP TO 86",AND YOR INSTALLATION'S;'AT ANY ELEVATION.HV LOCK 0 Or f=or @ MAY BE USED AS AN INSAE OR OUTSIOE LOCK,ATTACHED TO 4DI or 0 SYMMETRICAL.CMTERMATES W/(2) 1/4'-2O x 1/2"LONG FLAT HEAD S.S. SEE ENC— 1 I I.I.S.LOCATION OF LOCK SHALL BE AS INDICATED ON.'Flab.SHUTTol,ELEVATION. USE OF Ln'-KING RODS e�W/ CONNEC:10N I OR fI TOP AND SOTTON IS COM LETELY MANDATORY. SHEETS10 u k° 15 TYP,FULL { i 4' 'T" LOCKS AND GENTERMATES, HETGrir. c i 1 OF CORNER Q AM } CENTERMATE %ONE ALTERNATE tTY-T-LOCK G 1dAY 8E tNSBUIED IN LIEU OF hV LOCKS(,4 OR�FOR ANY SPAN AND ; •{vim Pl t 0 ,��cn yt !N5[ALIATIOji A7 AYY ELEVATION.ALT .TE LOCK(SO,.�tAY USED AS AN INSIDE OR OU ICE LOCK.ATTACHMENT l OF LOCK 60 INCLUDES USING REINFORCih'C LOCKETFt2}� .AS SHOWN OM SECTION HVG,SHEET S.WHICH MUST Be 00• J° yal 7">•1 —._......__S CONNECTr"D'i0 CENZERVATES 0'A%c W/ 1/4"e-20 1 1/2 LON2.S.S.THREADED BCJ Y7/7/B'c x 3/33' WTWNUT CR W/ i/4'4-2021 S,S.M._.INTO A 114-Ox 5/8'P,NNUT, CCK MAY BE INSTALLED AT MIOSPAN CR 12" x,36 * ca >0 r�� :w, IANtlMUM ABOVE ANO BE`LOik.J2105GJ«`7.USE OF TWO LOCKINO RODS s6.TDI'AND BOTCM iS MANDATORY, CJS•'+✓'gym .��m n •1�31�;T I.. , ar�fi- '�PIQTF;� FE 3i9 r �l !� /KD CEMUMATES ,_O, ONE ALTERNATE ND LOCK yY W.YBE USED IK LEU OF TYPICAL Ji i V BLADE SNiJTPER ELE TIJ��V I. ITY LOCKS j$OR w FOR ANY SPAN AND WSTALLAT oils AT ANY EEVA7Im ALSERmr.HD LOCK afa)Lwr BE usm AS M7 INS_ME DR OUTSIDE LOCK,ATTACHMEM'OF NO LOCK '0 0 IS W/3 18 x 3/e'F,H.S.S.#S..AND INCLUDES N.T.S. R73NFORCEMETNT INSERT g AS SNOW N ON SECTIONS HOS-Htfa AND HDC-SVC,.SHEET 10,LOCK MAY So INSTALLED AT MIDSPAN OR 12ii"MUM BELOW OR ASOVS MIOSPAN,USE O=LOCKING RODS @ IS COMPLETELY OFTIONAt. I A 1 on HIgh Velocity Hurilic.--.79e 1 f,"'1�A.T/ 02011 EASTERN METAL SUPPLY,INC. TM Accordion Shutter System , .N ■ ■ we Itv.ELAM#1 W1 OR W/O DEV.'MNMW MAM •T r'1' j,v. American Shutter Systems cY.Na 0tst6lrvTwN GAIT Drww: -1p's TILLIT TESTING tt ENGINEERING COMPANY 9•., SIA C� ,• �"..,M.s_2 e.}�VMNA w-orka ILORI31,Sits Association, [he. oa 1;-cs.s 1:12611•aue; t 1/zs/I1 Pna�,r;Ls00671-1530 to:(305;417,-1531 4268 Viestroeds rJr vc 2 DRAWING No �(4'LYY e--X-Uh—e-Loan, Wes'- Polm Beoch, FL-33407 3 11-192 ^s`s/DEAL� i 1`'1 w%Da x j ii1a7` s SHEET P.E. /fi16NA4'URE/DATE 6 5 Or 20 ANCHORS POURED CONCRETE POUREDDR CONCRETE BLOCK PDJREO-, `(SEE SCHEDULE ON. REOUIRED 1/4.1-204/4•S.S. CONCRSHEET 13) C=W'E ANCHORS NALHINE SCRIVS ED REODU \ �p��c�-aR4_ ,r (SEE SCHEDULE ON W/1/4--20 CONCRETE ANCHORS � "'�"t"""{S!t u91eNaH:�Gv 711EET�7'3 SHEET.T3) NUTS o 12'O.C. f (SEE SCFEWLE ON SHEET 13) 14 e-2O FV3S1E SCREWS USING 1/4--20 NUTS 19 O 12'O-C, f f E.i.F ase ua. OY/ .290'.No.• ,290- 1 1 i I CPnOWt --'MONAL Y¢4 SPk AD]V � G � µI -, 6 Pira I 6°I� r1'OR !1A♦ WN.SEPARATION 70 cLISS T EXISNJG ; oN 9�IY ; I I �'" 1 aUSS ---; (sEE sc.-"..K11_0.4 s4EEr n) -= [iAEsmt� UIN..SEPARATION TO.CUSS c1A55 -1, '__(SEE SCHEDULE ON SHEET 1t) NO OA BY WALL DEADER INSTALLATION Cuss �- (�C N�WALL HEADER INSTALLATION fJ .HV WALL HEADER INSTALLA?lON + KEYSTONE flaMGa WIN,SEPARATION TO CLASS CU155--. yk y VA m �`;♦ J 1y� (SEE SCHEDULE ON SHEET t 1) 1 r�aas('rte OR N�4 WIN,SEPARATION Ta GLASS /y 1 1 IXGLAss-'' r� (SEE SrHEDULE CN SHEET 11) � ig ON Da-19 rm. ;1F1, 11 91N1L50)e cnJ {;f y EXISUNa ' • 'J' ' % k� •��OPTIONAL 14 \ 1LOLAS ar-TANAL4. iii i 1/4.61at ���j-•r "^7 ° � I 1-- � � � 'i �,- __ --L�R�4y ._1f4'P-2000/ S.S. L7: i PHLUPS TRUSS NEAR v / -\ ,/t°a-20.3/4•S.S.PHILLIPS ,(///J �J G EO J �� CONCRETE fNCN045 TRUSS HEhO IquCMNE SCENS r �T /_ f _ f % //T^'7`1,+1 T MACHINE SCREWS U51`ia y �`E ,- \.-CONCRETE ANCNOR9 r� f / 1 l� r- 1f4'-24 iNtS F 72' ($E SCHEDUL ON 'q/ 1/+`-20 NUTS 4+ 72"G.C. _� (SEE SOi'SULE ON SHEET 131 / / % y,:;,^ PCYJREQ caNCREtE-- SHEET 13, POURED COHCRE7__,r / ��, OR CONCIZVE SLC.K R CONCRETE BLOCK 1°---`r--%' ��HCRETE ANCH^..RS REQUIRED �J R£OUIRT71 O HV WALL SILL INSTALLATION � (sEE scHx LE oN __O COUCR-1E SHEET 14) F;HV WALL SILL INSTALLATION OR COP.RETE BLOCK REQURED HV WALL SILL INSIALLATION NOV_R.R_Ca491NATla„a«cng.�: INSTALLATION DETAILS W/ 1-SEE SHEET 4 TCR TY•ICAL SHUTTER g,O. EOG:"o6TANCE ASS FLY O SEE UN9.QATIONS OF Ur FOR /ice �.I 2-uO1FtiDRG SECTIONS CAN 9E COL$NED {SM Spic"CATO's ON-_sEET 13) Dom£RAA ON-`IEr. 19 P 1, 1 L V BLADE IN AT WAv i0 SL37 F4Y INSTAL!APON. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone, @2011 EASTERN METAL SUPPLY,INC. BEIRTHA cEis p�+ 7'7 � Accordion Shutter System `, _,t G.•_., iL E'b C �1 11t a��J KV.BVZE#1 W/OR'W/0 RV.WNDOIN M"_ 4167 American Shuftor SyslemsH DTECwrm otTC Csunn sv Ac fsYr' •R' TtLLIT TESTING & ENGINEERING COMPANY AssociaNan. Inc. 11-063 1}28J71 DATE. 11/29!41 -c1 S'iATF n ,. �:s xa.aaa.sL.re..1n3..+�enw rr.4or.Na.rLaRSA 4744 425E VJestroods Drive 2 yQ,. F L W cne67i-1533.Fa.;{1JS)8;1-1531 DRN TNG No P p e-a?a:Ul000a _ West Palm Beach. FL 33407 3 �['n..IORIp.•r ra-Ma7t011-192 %P.E`'"faV r1R�/DATE a SH6Ei OF 20 PODRED CDNCRETE AN(YIORs `�— —`1 .—. Rro (SEE S".`HCDt1LE ON SHEET 1 Sof ULo9>Fd. 1 DR Q�♦ EXISTING '-�a FGR6LA9Ea11aD ' GUc5S t / SLAD i tr+9•Fr,T iC N tG mks / D,r ePPOF tieav E7DSi1NG�; `a8tt� i— �. ' . GLASS ALTS M1 +-._i i f ; EXISTING '!l/ LOOOCABON I 1 ; cRss ,+ ,,•p Ox3/+x fel WASHER.NERD r�. I•I ) an cx1S a/91 dW. -, TEH SCREWS C OF ff R ,� area ✓' eoHeatiTe Avaaas J ! / �/ R 1 . (SEE SCHEDULE ON SHEET 13) c i APPUCASLE EDGE OF ' EATSWV- ; -I +04E OF / / '1r ; �! f/ / Sw IF .cuss-.....^ £ '�/J J f/2 `I' °.LG:o �J. ± � APPLICQLE , APPUCAELP L % —SLA9!r W p roll, I / A Q. //f. AfRUCFR``E PCUR{D t I POURED PLg7 N,EAB CONCRETE A'iCHCRS ""') rtsCrA[N 13w�'E' POUR:o-� f � CGY:RETE.,. •.D.- cREC.� (SEE SCHEDULE ON SHM7 14) f' ♦ R{ONRM T FLAT NEA^,C'CRCRETE NdL3fOrcv CH sr,LF'1e tte 1 OR • CONCREfE ; ; 6'=Cc)a qq a REWIRED —G.D�-- ----- D.-- (SEE 5CH?i7uLE ON SHEET 1i) I1 TRENGH INSTALLATION AJD otr r FOR UP ro+7D, -75 cTsf-A.s,D. Q)H WAL -•OYER INSTALLATION DESIGN'PRESSURE RATING'&FOR SPANS PER SCHEDULE #3 SHEET 11 EnSRxG YA,1P�.�,I \ - COxCRETE MCHDRG .(SEE :iEDtR.EON� �1 1 SSt;7 15) ,r+CII& 1 +w.! tn.sxer Iq I O i DOSING�! en•'+at1 I q EXISTING,GLASS—I.J 't EXGLASl —, ; 4 RGP01041'an,/fib f r I r)/4• I OU55 a�1111 '3 ) FASIDAiS TNn.8 4.**M N > it u1.[1vW.ro.40 a46 1 3/+'YH DGMkIDIT O� ' OIC✓:,1 + 1 OG FAO UP TG C-A'VA4 AI.A 1 i t I P=TOR MNS 1A907+TM I, �, ; 'I i j+• d,. .;�;' e•-0-u-to w-A•—uPCY^ ' IT M.Al r AT Or—I FAMES iM $ I I I •' ;I (-E4,x. / N'S's-n Cx IA ,1/ '✓_.'�—F 1/z' S fC, ^j {10x3 i•HEY+�/ a Frn usrsay 3/e' kvx. g 3. na ) �'.{ + wASf�HERD i° I l f 1 I cava.-U�w r >> rvc SCRELas F..••+• eEx NEA.—/: �� ': '� f m rro 12 .c. 8 j I i i ! ;: /'/� TEK SC.tR.SLYs 0 4•G.C. 4. II( vro-zaaN'ss vs OR ,/c'c-20 S.S.N.S. `• `COhCRET{/=:Ct1DR5 ✓ -- 'v,O it 9'0+'sbs.� ./_f___ �' iil i/+'J f ..,'� ��, --•11EttIG,aa- ScE SCHEDULE ON t i'" -'.� C 4 G.C Ncx. iiii / O,i•&C YD RNS W/NUT O ( 2 ! 1_•, t / /' ?x-12.D GH.°. �u.�L rMW(�aau i L y.. —sLAe P ,; .�( l ti f 61+.3/+ .1,s.D.s. I, u!H L PwRm c ucaa:i LE _ `6 9-D.C. L. r// �. •>'8`;f i + /- ..._CONW--c ANCHORS ''Ste^NJTE f y(a) \\ 'S.. RECm�a � 0 l 4E£N.GTE 3](41 I �� //``ff 11//�__EE P°URtb C',:SfETE— (SEE SCHEDULE ON 0`1 S'�T'POURED _ / —i Ti r OM REr REFS_ ^N snx I _ _° _. ocRv .:E GCK sFEEr 1+) a°EGu mRErE 9LAK g1 KEYSTONE M UHIING bI&ZL�OAI DPrscYFL— CONCRETE ! OL HV WALL WALK—OVER INSTALLATION mwu,1 sr FER SaRV a-o i a.7tA.'Y.Asa,cEs-C.v R�u�arR:: x FAr ReoulR 0 Q)NV RAINGUARD _INSTALLATION t n?T>J I t THIS[45rRL7A;IDM SHALL EE •E.D..EDGE DISTAN.E REIJOVADLE YMEN ERF'GRLFED ASSO�M�t'�i <FOR TYPICAL M41-tE. (SEE SPEG*`CATIQfJ:0• SHEET:31 P TAN OPENAB:E E]t1FE'LA�OtiUiaAmNSNEET 9 FOR ENTRANCEOR INSTALLATION DETAILS VVj a HV BLADE 2-1JOU1 YO SECTIONS CA`i 0:CDSIDINEO �t R1"AV VfA1-3 j s ?T ANY INSTALLAITON, FLORIDA BUILDING CODE Non Mi h VielOCity NUrri"ne Zone .NYlY/ i 11t •(�A F14i (02011 EASTERN UEfAL SUPPLY.INC, P%- BERTHA 1t1®..ty. TFJ /Wrigcotm.- \ Accordion Shutter System .&SAW H.V.WM� w/OR w/o KV.WWW aunt: American Shutter Systems M H ocsvlERON WE DRAM ft R.C. S vTILRLk.nIT.aaTESTING.. ENGINEERING COMPANY Y AsSocittioR, IhT. T D 11-00 DeE: :tJ2e/1:SA = BS Wesrods 33155 :(305)971-10.Fa.:(3^S)d7t-181 rive S DR WiNC No e`ta—19 eon West Polm Beach, R. 33407 1 df�At ,e11 S ALfEC Auf W:Jr.P.E. 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I ; _._. __ r~.- {AS FPR.ABLE)xY-K1/6-x0'-Z• g1Oe t/Y S.N.S _— - -r --- O f&'•O.C. _—_ O 16'O.C. �/ --_-- ALl3MLNy4t .iP ANGLE --:� y �A�_ \ t�63-i6 Old AT Mla4cicT� __ !. 44 • (�1/4'D TA CONS AICNORS TO .� �- SEE DL7A1L X FDP„/ �('�� WALL AT DE .C.{LOCATE AT I 1O OR & SSFP OETAL X rOR-� OR ♦ SIDE CONNECTION 1 OR 1Lry �_� tt�i, EfniEA SIDE F®) / I OR & SIDE CONN EGnGN ® 1 B- E OETNL X FOR 4 r®r©•Om 8 10.�w 1{ ��•�y, a B 7 a 8 ,r10.,-®r TO TRACKS m 6 7 w 8 1 m + /®y�A ,rte ,r�.� SIDE CONNECTION \Ala®w©•��•'4Yw ,,�rqt�� Lv3•'YN'm'GJ•''Cy '®w TO'RACKS x��t�w L'" t w�u®•�°f®•C7w ®'�• ©•O"®°. 6.71 .©a/1�V'�m ©•o-©m®•o•0n ®o mao o �w ®J®m®-0.0- - ® W®��'�w®`® END CONNECTION DETAIL END CONNECTION DETAIL 4 C � END CONNECTION DETAIL 20 O -�OtfiiEO CONLREit , A REWIREDEAT ONLY FOR SPANS GREATER THAN 11'-0- j ISrINC-LASS CONCRETE BLOCK\YALE �{- �� .4 � UIRED ARAR:eN t i�/SM.S._�....-__..._�_�..�.. T` ---1 F .. �_____-•_-'_ .ME / a l.c*P.'C. y i-----' �c_=::_- 6-OR 8 OR OR SC?K_.DULE 'Ste-T LGN.ILAS 4TIQl .__ O lr Fort pJtn CO iETE �1 1/1•MIN, SC1 DU ON ORO MAXs a1•] ©OR@OR(9OR 5 '�LONCRETE� i - fLA0tSQ8 t3.O.C. I -' @:9'�T 19 F 4 1 ANCHOR O `� I / ', LO T I 5 I 614155©C: _ __-j PR(D 2-_MIS_ �ORQOR(OD PR i 4•MIPt �- '"•—'ti i z•MIN. / 0:7 NLIr7AT NS CF USE FDR 5 ? i I f� ses,OE ,`�a 5't:Ei F9 1®OR ioR 1�oR 1`oR l� 3.LY1,T_L l/ 1)OR �' PLAN / OR wO'fl ®r DETAIL X C POURED CONCRETE OR ,© 7 w��, r _ n�a 6 B I°• ED CEOUIRC BLOCK WALL ` , n °'©• ©'®m \., I�'®°•© Q.�°. I STAILLATION (-V BLADE OR h HV WINDOW BLADE INTO CONCRETE OR CONCRETEBLOCK WALL. FLORIDA BUILDING CODE(Non High_Velocity F]urriccne Zone tttl,t .� 02011 EASTERN METAL SUPPLY,INC. A,T rt��r" BEt�l'IHA FILM y,GfNs ,•`'9'= �Ll �CO �� ■S.SoA. Accordion Shutter System H.V.B.AOE#1 41/CR W/O H.V.IMNX W MADE American Shutter S tams T(LLIT TESTING & ENGINEERING COMPANY ' E�.N ffi'3 MPnaN DATE CRA U 3r• AG eas Nw.JW,s, s..vs, .cw30s:F .u,� Assoolation, Inc. t oLn i 1-o6a 11822 WL. 11/2-T., P6aa:(349)971-*30.F..I Tx%)e71-1531 4288 Westroods Drive OR1541Nv^ No ".mw,OSOLwa \.'est Pclm Reach. FL 33407 3 11-192 /DA,11 70LTER A.TUR 3r.PSC- a I FLORIDA US 1 42167 5 SHEET P.ETf,42�, TE 4 10 OF 20 SCHEDULE Al SCHEDULE 92 ,SCHEDULE 03 MAXLMUM SHUTTER'SPAN 'L+'OR 'L- MAXIMUM SHUTTER SPAN* "i,+' lAXIMUM SHUTTER SPAN*"Lt!' (ft.) FG&E44ESmam 4) &�/ r OR "L-" ft. FORINSTALLATION, tF�ENO ( ) R "L (n.) INSTALLATIONS & or or OR Wj &CENTERM CONCRETE& 1 L+:WODW.UM ALL.OVIASLE SPAN FOR A GIVEN W/ONE HY. LOCI{ /tY or�rp or o WOOD () 'c7 r7 W,'SORY POStTNE A.S.D,.DESIGN PRESSURE RATING, tib LOCK�€S4/NO LOCKING ROOS1'0T 04E HV LOCK ar or W/01dE HV LOCKS r TRWj NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, q, 'LtaAK.ALLC)WA61..SPAN FOR AGIYft.4NEGATrv::CMERMATES &�W/ GIVE HV 7" Wj NO LOCKING REDS � A.S.D.D°.SIGN PRESSOR-FAnNC. LOCK V!/T4l°O LOCKfNG R005 A� GIDMOUNTING F, K & L R. S, &V. ® 0 TOP & (SEE NOTES T,tt) (VAUO FOR NOWTINSCi (2)�PROCECURE TO.DETERMINE NAk;MUM SPAN FOR BOTTOIA (SEE NOTES sem 7) FLOOR/CEILING G, H, 1. 11.J T. U,W k X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING; cDNCRL'TE k W00D NSTru anONs CON �E&WOOD CONCRETE MOUNTING &M 'tv�EE Also GESM '• AS'o 1USTALLA7ICNS GIVEN A P0$ITIIE A.S.D.DESIGN PRESSURE RATING, 'HALL,MOUtITIM FLOWCOUNG vlasauae Ok"NOUNnNO I•eESRMt DETERM9r'E NAX03UN SPAN"t_+'FROM SCHEDULE, co.f. Iuiala k. - pAnM� P"00910EMJhG MCUNnNG GIVEN A NEGATII'E ASA,DESION PaEssURE)USING, Oy,7 NCUNnNGOR LP"!� TLO:Xi/ L1Na NWNnNG 9ia1' {r aq-) h i (�.on-) FkomALL L}L+ ) i l-( um"N IV 0 i7c`TERNiNE MAXIMUM SPAN "l FRFROMSCREQULE. rr} L-4a r� L r (91 L-(r1 0 { t 1 0 MAXIMUM st4UTTER SPAN'Lt"OR^L-'FOR T 4 30 OR LE 16'-0' t6'-0' IS-0" 16-0' 30 16'-0' 16•_0• 30 16'-D' 1 INSTALLATIONS INTO WOOD SHALL.BE UMTTIM TO F'aVLMAXWUM ALLOWAB�E SPAN IS E'3"ZJAL TO THE 35 I4'-10' t4'-10'- is'-Z. re'-D" 35 I4'-I0' 14'-10' 35 T5'-2' 1g'-1o' 105 pef:A.S,D.DIMON PRESSURE RATING, 81.41 IM OEIER4GNED S'-%N SETWUN 'L+'AND L- 40 -2 40 13'-10' 13'-10' a 14'-2' 15'-2` (3)PROCEDURE TO DETERMINE 4UXIMUM SPAN FOR 45 13'-1' 13•-1' 13'-4" 14'-3" 45 T3'-1' 13'-1' '45 13'-4' 14'-3' 1' HV CORNER CENTERMATE 1J MAY BE USED AT AL1 COM9I114TIONS IN BETWEEN MALL MOUNTNGS . 50 12'-5' t2'-5' 12'-S' 37-7" SO 12'-5' 12'-5' 50 12'-3' 13'-1• MOUNTING INSTALUJIONS.LOCKING SPECIFICATIONS W/FLGORfCE3UNG NOUNI)T4GS: 55iz'-T' 12'-11' 55 55 11'-1' 11'-11' StWL DE AS 114DICATED ON MANDATORY CONDITICN J2 FOR A GIVEN POSITAe A.S.D.DESIGN PRESSURE 60 11'-4" I 1 I'-C 1'-7- 12-4" 60 t 1'-4" III-4' 90 10'-2' 10'-11' NOTE E5,S4EEr'S. RATING: S1'-Ii" 65 - - 65 9'-5' 10'-.t' DE s 10'--9" 11'-$• 70 f0'-6' tO'-6• 70 Lt--4M.SPAN FOR WALL MOUT1tING INSTALLATIONS. 9'_.9• 9-{7.'. ��'��'"' U+-MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 f0' 1a'-1' 10'-4' 11'-1' 75 TV-11" 101-1' 75 '�'fiEXCEp7 NATf/AXIMtsi SNtRTER SPAN tr'OR INSTALLATIONS. 80 9'-S 0' 9'-IC' 10'-0" 10'-9" 80 9'-10" S'-10' L-"AND MAXIMUM AS.O.DESNO PRESSURE RATING FOR FOR A GlcN NECAT�A.S.D.DESIGN PRESSURE 85 9-6^. ...9'-6' 9'-9' 10'-5" 65 9'-6" -9'-6' - INSTAJIRONS INTO CONREM.OR CONCRUE BLOCK RATING: SHALL BE UMI-100 AS FOLLOWS: B'-3' 9'-5' 10'-i" _a0 - --9'-33 - 9'-3' DETERMINE: 9'-2' 9'-10' 95 9'-0' 8'-B' 1- CONNECTIONS TO KEYSTONE UOUNTING U-m MAX,SPAN FOR WALL..MOUNTING INSTALLATIONS IOD B'-9' 'B'-4' 9'-0" I 9'-T _ 1O0 -8'-9' ~fi'-4' LIMITED TO +64,-72 p,s.I,AND B'-0' SPAN,SEE L2 MAX,SPA•:FOR FLOOR/CE)UNG�NOLLNTING MOUNTING M&0N SNEET 7, INSTALLATIONS, 105 57` r-11" S'-6" 9'-4' - _I TO _ 8'-4' 7"-7" E'-;' 9'-2" 110 8'-4` 7-7' FINAL MAXIMUM ALLOWABLE SPf4 IS EQUAL TO THE 1•.5 6'-2' �%' E'-A- 6'-1 i" ITS 6'=2" 7'-3' MINIMUM cTrS'EEN 21+", "V+',L-'AND L2-• 12D :;_� 6-1;' 6-, E'=9' 120 8'-0`- G'-it" SEPARf1T1-ON TO GLASS SCHEDULE (a) 00 TO ANCHOR SCHEDULE%?T9 F!NA MAXIMUM 125 T-}0' '0'-8' 6-0' 6-5` 125 T-i O" B'-6'� ALLOfVABLF.SPAR,AND NEGATIVE A.S.D.DESIGN 130 7'-8' V-5' 7'-10" 6'-1` i30 7'-8" 6'-6' PRESSURE RATiN3 70 DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2' T-5``-_J'-9' 135 r-7• 6•_2 WiND ZONE MINIMUM SPACING. _ 19a ,:_F._6-- r-T T-6' 140 r_5" 5-11" ASTM E-1996 SEPARATION _ .-145_.. 5._H• 7,-5_• 7•-3' 145 7'-}" 5'-9' TO GLASS 130 7'-2' 1 5'-7" 7'-4' T-0` 1Be. 7'-2" W-7' 155 7'-0' 5'-5` 7'-2 6'-9" 155 7-0" 4-H '' ' T I-)RU 3 160 6`-1t' 5'-2" T-}` 6'-T 760 S'-1 t" V-2" _ 165 5'-1` -2' 170 6'-9" V-1 I.. a. .75--- .._V-6".._.._.57.-. u-9' '-11" 175 6'-7" +'-8" - �'/. 119 V�l-l�l� 180 6'-6' 4'-8' 0�b'^'I S'^_IC� 180 185 6._5„ 4•=g• g•_7' S'_B` 185 6 ._555._......`_61 190, 6'-4' g•-5" Ias 200 0'-2' 14'-2` 6'-4' 5'-3' 200 205s-i— 4=1' s-T" 205 FLORIDA BIIlLI11N$CODE(Non H;qi 11e€ec3ty H rr cane Zene' m 20t1-UStERN METAL SJIPLY.INE. 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