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HomeMy WebLinkAboutProduct Approval FILE COPY Llsg�E I V E D AUG 18 7016 lip SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats 1,Facts Publications FBC Staff BCIS Site MapLinks Search ! Florida Product Approval dpr USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type —Revision Code Version �2014_7 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmeta].com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email (� Category (Shutters Subcategory LjAccordion ---- Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code •y q� Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.pdf 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 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 JBertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades-CeEaihed'by tracks__,, 1 Only-(Non-HVHZ)-Drwg,15-085 (top and bottom)-for stormprotection f- Limits of Use .Installation-Instructions_ _ Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWGA5-085,p�f'� Approved for use outside HVHZ:Yes 'Verified By:American Test Lab of South Florida-I& Impact Resistant:Yes Created by Independent,Third-Partg-.Ye's Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf 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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.1)df for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Nex[ Contact Us::2601 Blair Stone Road,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 mall.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 click here. PrrodduuctAp�prloval Accepts: l� .H_tecY M' Credit Card Safe 6/t--2 1/4--20 -CAE CAST ti 1 2.293" .74.9* Z4 'al/2 '-• I HOUSING r- -./4*-20 —SS , ! SS.Mu..P�S.' SAXED PAffD -7 ;1-- 1.. .1 awa, (2 P! N CATPA ok, All Z75' 0.114.— UPASS -�DER SF�-S C(UNCER C1 .4� a:KEYS(am..- (C4ROU'R�TM) �) rlATU�l BY CENTERMATE V, HV LO HY EGRESS LOCK FOR USE W/ HV PLADE(D 13-0 N-Y HV FLOATING C E TE a. CK K 6063-T6 ALLOY ASC TEMPER OUkikD FOR USE W/ HV BLADE 1 A ON-- QUALIFIED FOR USE W/ HI/ OUAU9ED FOR USE W1 F.V 6053-TE ALLOY AND TEMPER H-Y CORNER CE R AT BLADE Cl)& @ ONLY. BLADE CI)& fb 04LY. -j 0 BADE .250,O.D. 6063-T6 ALLOY A T QUALIFIED FOR USE W/ HV 8 2 874' TEMPER -LASTIC HEAD 18 a .518' MOLDED TO .421- SCREW 1! z j-74 6 8 Pt! J82'. J .,SEC'-3/4' BEFORE RVETING 1/4"0--20 X S.S. THUMBSCREW 114"0-20 RIVNUT* !a!' *SERIES 9444&UMNJM(=4-73 AI1OY)LMGF FLANGE DIN q SH--T MJTSERi,PART 1 0820,AS MWJFAMSEO V AVDEL PLAN FRONT ULVA71ON (i# HV-MALE "T" LOCK CENSE MATE HV "T" LOCK CHERRY TEXTOR-, IPENY,1011 1ERS11 1170.OR EO11AL. I IFIED FOR USE W/ W BLADE Q)0'4t LOCK LOCKER FOR "T" LOCK CENTERMAT QUALIFIED Y HV FEMALE "T" LOCK CEN HV ALTERNATIVIE 6053-76 ALLOY AND TEMPFR DUALI RED FOR USE QUALIFIED FOR USE W/ HV 8 QUALIFIED FOR USE W/ HV BLADE(DONLY QUALIFIED FOR USE W1 W 13LADEMONLY W/HV BLADE 10 BLADE ONLY. I ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMP" 1917 -4 CYLINDER OR THUMBTURN -432 -.62 0 --M1 - "7-214 '062- KEY CYLINDER .214' .545" 875,Min. .405 n al at 125'Max. C31-- HQ CENTERMATE W1 NO WCKING ROD HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ W BLADE Q)& OA QUALIFIED FOR USE W/ HV SLADEQ)& CA, 6063-T6 ALLOY AND TEMPER C3) HD CENTERMATE'S INSERT 6063-TG ALLOY AND TEMPER VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE Q)&Q� -20S.S.OR 3/8-0-ts 6003-T6 ALLOY AND TEMPER ACETAL THUUM cr(SEE DUALS) ---r=DEPN OR KEY CYLINDER I*L57 .in I I L 1.78-Max. LOCKING ROD A 41/4:'V (R HD LOCK 1.57 Min.' QUALIFIED FOR USE W/ HV BLADE QI 6063-T6 ALLOY AND TEMPER P6 ACETAL 0 HV /A" jL--2O AISI..--304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK, P5,INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS '!t-RIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE(D& DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIflED FQtt%4W]IP t,)jy BLADE(D QUALIFIED FOR USE W/ HV BLADE10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' .......... .!L@ 2015 C&STM METAL SUPPLY.INC. V�,EW BERTHA HVTM' Accordion Shutter System 11LIECo .- A.S.S.A. KV.BLADE#1 W/OR W/O RV.WNDOIN BLADE American Shutter Systems KV. N. VESCIaP1nOH I DATE M.0 am i - 4/13/15 TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-tSZ 14/13/151 DATE W.36th.St.Ste,305.VMMIA CAROM FLORM 33160 P (305)871-1530.Fax:(305)971-1531 4268 Westroods Drive 2 1DRAWING Na rnail�WALIM West Palm Beach, FL 33407 3 1 15-085 M-0006719 P.E4 A nuff J, . fLORIDA Lk'1 44167 _ SH�EET P.E. 6 3 OF 20 NOTES ON HV LOCKS AND CENTERMATES, • I w 1.MAN1A1 RY LXk10n10N it: ONE HV LOCK or SHALL HE USED AT t 2 OF SHUTTER SPAN FOR ANY SPAN 1 Zr+ s / f 1 i OR 72`ABCYE OR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND FOR INSTACLATtONS Ai AN'.' I i ELEVATION. HV LOCK 2 orSMAY BE USED AS AN INSIDE OR OUT51]E LOCK,ATACHED TC�t OR I CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION 0=LOCK SMALL BE AS INDICATED ON ,t TYPICAL SHUTTER ELEVATIOK. • lJ P 11 I 2.4E IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURBY PURPOSES• UP TO TWO HV LOCKS OR MAY B-c USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR+.SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • � o�s-yxv-a— tOPTIONAL QQNUUM f2 NAUD ONLY I I V I� { o • „ter IS USfTf W/'fYiO H.Y.LOCK.S1: LOCKING R0D5 ARE NOT REQUIRED AT URRICAN:POSITION, BUT MAY !it • 4 aronaa0 as•`�4 /r IZ,yu BE USED IF DESIRED TO ENHANCE SHITTIER PERFORMANCE. LOCKING RODS ` OR AN ALTERNATIVE DEVICE, I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �I 4. •ONE HV LOCKSHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN W I I AND iNSTALLATlONS AT ANY ELEVATION. NV LOCK or 61 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED ®CORNER CENTERMATE W/(2) 1/4 HEAD M.S.TWO LOC 0-20 x 1/2' LONG FLAT S.S. KING RODS 6� o Noc-� i I I AT TOP& JOT M SHALL BE USED. LOCATION Or LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. N`�g3a i 5 • ONE CIENTERMOTES ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND Cl) ' I �- �4 1 §G� INST TIONS AT ANY ELEVATION.AL ERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT I A c OF 1/4"0-20x3/4- S.S.THUMBSCREW TO @1 OR®CENTERMATES SHALL BE MADE W/ 1/4'0-200/4'ALUM. I3 3 RTVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO i J CH,=mg LOCKS AT 1/3 OF SHUTTER SPAN. I I it ;i~ I I I 6. MANDATORY CONDITION J3 FOR WWONE MOUNTING INSMILLATIONS, ONE FN LOCK @ or 8 or @ SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S- SEE END" M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION1 . .4-Y OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 f E H I J K L 4 ', p p x y W TVP. FU:.L -- .. `.._�_-o�UM WOO. .. -.-__...I—— .......- `It1 I CEN-ERMATE 1• SECOND ALTERNATE TO MANIIATDIiY . SH x IB t0& HEIGHT. i a *NOTES ON Hor COR14EY T" LOCKS AND CENTERMATES: GYMf1ITK)N�1 YALD OFd-Y IVFT FIV'f'IQSdS-f� AND CENTERMATES�AND CNE ALTERNATE HV'I'LOCK SCS MAY BE INSTAtlET)IN LIEU OF HV LOCKS 0 OR FOR ANY SPAN AND 31aa nn�•O7 04.,ae,,+_an `, I STALLATION AT ANY ELEVATION. AL TE LOCK R Y BE USED AS AN INSIDE OR AIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ],AS SHOWN ON SECTION MRD,SHEET 9.WHICH MUST BE 0•+ i 5 I'T+ 3'^a+• +1 }w -----••-- CONNECTED TO CENTERMATES @ AND®W/ 1/4"0-20 x 1 1/2' LONG S.S.THREADED BOLT W/7/8'0 x 3/32' f� �1 F�sem, �y WINGNUT OR W/ 1/4"0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY 8E INSTALLED AT MIDSPAN OR 12' V' lj,,-��Q'/C7�^^��7,,' Imo$.a' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AVD BOTOM IS MANDATORY. C ®+�•aA I sI 1�3,�41�9, �5,�rt3,;•,i� *NO ES D LOCKS & CENTERMATES: TYPICAL 1; HV BLADE SHUTTER ELEVATION 1.>iD LOCK W/HDC �Ws AT : ONE ALTERNATE HD LOCK© 41A18 USED IN UE'J OF 1 NY LACKS 0R FOR ANY SPAN AND ADSTALLATtONS AT ANY EL£VAT10N.ALTERNATE EO COCK�f MAY OE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK TO®IS W/3/8 x 3/8'F.H. SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HBO- AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL- FLORIDA PTIONALFLORIDA BUILDING CODE(Non High Velocity Hurricane one ttot, ot, 0 2015 EASTERN METAL SUPPLY.INC. ' BERTHA HvTM 1L E C O A.S.S.A. Accordion Shutter System ` H.Y. RAM#1 W/OR W/0 KV.WINDOW BLA X * � /t,C'*= American Shutter Systems Mt.N. DESCIM1011 tATE I MWN,By: Mi TiLUT TESTING do ENGINEERING COMPANY d= STATE OF :'� 6356 W.36a.SL,Sr,.Sae,yAUM GkRD s,FLa7RN 331& Association, Inc. OLD 11-1sz 4/13/ts Ix1e */13/15 - t` Phme:(303)871-15M.Fax:(305)671-1531 4268 Westroads Drive 2 DRAWING No '"r��•• RI '•,`�`` a-m 1 tGTLecac—com West Palm Beach, FL 33407 3 ,�.—0$5 +vai .• WALTEA�Aaanos]tLUT Jr.P.E 4 �p r U4N FLGROA Uc./,4416] 6 SHEET S Of 20 P.E. SEAC}�Rbttl��URE/DATE r--CONGRtTE ANCHORS POURED CONCRETE POURED POURED t (SEE SCHEDULE OV OR CONCRETE BLOCKj CONCRETE CONCRETE- sHEEr 13) REQUIRED I^'0-20.3/4"S.S. ANchaRs P�NE SCR;NS REOU'RED REQUIRED CONCRz MAC . 7 SEE SCHIEDJ�E CONCRET'ANrIkORS ON W/1/4'-20 SHEET 13) NLT-S 0 12'O.C. (S E SCHE!) 1777 >'— iiji,L@7 W­;E(SI__W(%�NG CN VEr 7) ULE CN SHEET 13) N`A S,S. �w V, -EO Ea HINE SCREWS 2" LS!N:; 1/4-20 ,5 C 12' 25,* CIA D .71 11 19 C15 M. -(l 3�1 OR 11 r .250'V=A 41 z C-710r"L wi TO aASS(SEE 9>1MLE m qiDj It FOR RAX0,V6­j IXN.SEPARATION TO'GLASS EX'STIN CN SHEET 19 MR EX:STi%-, -(SEE SGHFDULE ON SHEET I. CLASS GLASC VN- SEPARATION TO GLASS (SEE SCIi.-DULE ON SHEET 11) CA, BY WALL HEADER INSTALLATION OC HY WALL HEADER INSTALLATION HV.WALL HEADER INSTALLATION + KEYSTONE EXISTING GLASS- M1IN_SEPARATION TO GL,4SS AVL 9PAFAT� '(SEE SCHEDUIE ON SH M MASS(SEE 1 0R MIN.SEPARATION 10 CLASS -01 OUSTING SHEEP 11)—' .7 it FOR L50m TAW (SEE SCHEDULE ON SHEET II) GLASS ON SHUT 10 1VA CLASS 1/4-1 i1 iI( A, /A 1/4,Max. r1s)OR 15 LEDEll \-D2 ORCA} L ED-!. PHILLIPS TRUSS WAD SS MA- NE SCREW- I CONCRETE ANCHORS PH:LUPS @CR(D8 _H1 .USING TRUSS HEAD MACHINE SCREWS RETE ANCHORS I. 1/0,"-20 NUTS 0 12*O.C. (SEE SCHEDULE ON W/1/4�-20 NUTS 0 12*O.C. (SEE SC�IEOULE ON SHEET t3) L IOURED ON SHEET 13) POURED CONCRETE_j OR CONCRETE BLOCK OR CONCRETE BLOCK 1&9NCRETE ANCHORS REQUIRED WALL REQUIRED (Dl HY WALL SILL INSTALLATION, (SEE SCHEDULE ON POURED CONCRETE..' SHEET 14) OF BY WALL SILL INSTAUATION OR CONCRETE BLOCK WALL REQUIRED HY WALL SILL INSTALLATION NOTE FOR COMBINATIONOF SECITDN5: WI I-SEE SHEET 4 FOR TYPICAL SHUTTER •E.D. EDGE DISTANCE INSTALLATION DETAILS ASSEMBLY F SEE umrrATIONS OF USE F OR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFEATIONS ON SHEET 13) BLAME @ON SHEET IS HV BLADE IN ANY WAY,.TO SUIT ANY WSTALLAMON. .awliliffol". FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone,' A. F14j/Y V, Q 2015 EASTERN METAL SUPPLY,INC. "I V VN` BERTHA HVTM Accordion Shutter System "IL EC 0 Nc. AwS.S.A. Accordion RADE#1 W1 OR W/O H.V.WIN"BLADE American Shutter Systems IEV.N� DESCOIRION DATE DRAWN On M.L — fl' '�S?ATVF TILLIT TESTING & ENGINEERING COMPANY am N.W.36th.St.,Stk..305,vEKau GARDENS,FLORIDA 3316f Association. Inc. I OLD 11-192 _4/13/15 DATE-' 4/13/15 sig (305)871-15=M.Fax (305W1-1531 4265 Westroods Drive _F —DRAWING No ........... 0­1�tlt�000.1. West Palm Beach, FL 33407 3 M-0006719 -- 15-085 L WALTER A.1ILUT J,P.E. 4 P.E..... ff)" it, URE DATE FLORIDA Ue.f 44107 5 SHEET 6 6 OF 20 CONCRETE ANCHORS UN.SWAMM POURED (SEE SC)+EDLll ON SHEET 13', 1 10 MeSS(OE OR "(MM MAll ON, (D GLASS- C(� Er _j SolwAg ON SC.00IXE ;11 FM ELmMEWAND "p-t— .7x-7 EDGE OF ON Saw arm 70� SUI_-IF - .(=-4re'r— .90 D. APPLICAZLE LCS.ING GLASS- vw Iq ALTERKATE-\ Ed I , =111­11 E TF ANCHOR EXIST NG JIC.3/4'HEX WASHER �EAD v 12' EGGE OF O.C. TEX SCREWS C 3/8 ,/S CONCRETF ANCHORS ($EE SCHEDULE ON 13) E EDGE Cr LF SLAB 11 EkSTING EDGE OF X GLA35 SLAB • EDGE OF APPJCAS-UE SLAB IF FLICABLE POURED PEED- FIAT HTAD rO%CRE7E ANCHORS ­__E CONCRETE (SEE SCHEDULE ON SHEET 14) CONCRETE J /* REQUIRED =NIT D.. O7 4ttY w.r� I I KR RAM(I)AM POURED REQUIRED FLAT HEAD CONCRETE ANC�iORS .1)OR [B CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED D.-_ D.*-- 1JJ 01 TRENCH INSTALLATION C "Vj`UD ONLY Foil Up TO +70. -75 PSF A.-S.D. IHV WALK—OVER INSTALLATION DESIGN' PRESSURE RATING& FOR SIRMIS PER INSTALLATION t SCHEDULE#3, SHEET 11 Q4 HV FLOOR 41 HV CEILING INSTALLATION EX5,lNG cvss_-' CONCRETE ANCHOW GASB T— l­*____ aSOMDLL1_ ,­_ I UN. (SEE SCHEDULE ON IIVO ITH Mla TAPOON W/ . w MEET 15) AMWM ofWADFORM OD— ­--y-, I loMMOGY CA 1/4-0 POWERS 1 S v, EX STIN13 IV /4. EXISPINS, EX;S_.lPM CLASS--i FASn7*JqS TAPPUR+ANCHOM W/ MAY. G'}5$ CLASS -J, g. 1 3/4 MIN.CMBEDUEPIT 0 V P=m O.C.FOR 6'-o*spm no Up To 4*O.C_MR VANS LARGER TWN Ili I.I "r UP,To IT__If POOL AMY 1/4 AT=,I OP HFAO L (rvp.)t FOR 3/8 r -rLMj'IOx3/4- � i MAX. I Ds HEX!E @5 WASHER HEAD COUP.SEkANT____ll_ TEK SCREWSS 0 12*O.C. 8 • OP. I/v0_2 B.S.M.S. A CIVO.C. 0 0. (SEE SCHEDULE Or; COSING NON STRUCYVR-L CONCRETE ANCHORS USING I/V#-20 N= W/NUT V 9'D.C. SHEET MIN.. I W&L TRW(DI AP 141 17 SU) EXE F \-114.3/4-F.H,S.D.S. POURED CONCREIE SLAB OF REQXREO • 0 HEAD— 1/4'01 SS US 11413/4" HEX. TEX SCREWS 0 9 O.C. 4..3/4*CS.D.S.. I'- EA) 7118* 1 7/a AP-UCABL If -CONCRETE AN*� "-SEE No-,I D (SEE SCHEDULE ON ON SHEEP (I') SEE NOTE 13'b) POURED CONCRETE-- 04 SHEET I 1 POURED ORC CONCRETE BLOCK SHEET la) OR CONCRETE BLOCK orroREQUIRED REQUIRED KEYSTONE MOUNTIp'nTALLATION (K— MAXIMUM ASO.DESIGN PRESULNE: P., NAL POURED_i HV WALL FLOOR INSTALLATION OL HV WALL WALK—OVER INSTALLATION mexatum SHUTTER SPAN D•-D- C014CRET REQUIRED Q HY AINGUARD INSTALLATION t t THIS INSTALLATION SHAFOLL BE NP E FOR COMBINATION O_1..ffjMQNS- E,D. EDGE DiSIANCE REMOVABLE WHEN PERRMED ON SHEET 13) F USE FOR ADJACENT TO AN OPERABLE EXIT I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECtFIG1TKiN5 OR ENTRANCE ET 19 INSTALLATION DETAILS WI 0) HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED FLORIDA BUING CODE(Nor. High'Velocity Hurricane Zonel IN ANY WAY TO SUIT ANY INSTALLATION. 2015 EASTERN METAL SUPPLY,INC. ........... BERTHA HVw _\r,E ion Shutter System �ECO INC, KV.IlADE#1 W/OR W/O KV.WINDOW BLADE AccorIl 71 L A.S.&A American Shutter Systems OFSCWPTLGn DATE DRAWN BY: NJ- TATE 0TIULIT TESTING & ENGINEERING COMPANY Association. Inc. t OLA 11-192 4/13/15 DATE: 4/13/15 &W N.W.36th.SL,Ste,M.VIRGM Q IIROVKS.FLORIDA 3311A 2 (305)571-1530.Fax:(305)871-I531 4268 Westroods Drive 407 3 DRAWING No ­1 Uft.-D.W.— West Polm Beach, FL 33 4 15-085 EU-M06719 • • J,P.E. AAiYA /0 WALTER A.TILUT il, SHEET P.E. S I,81601URE/DATEFLORIDA La.1 44167. 7 OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & ISSCFTES UP,LCCKING ROM 30 ­ ,HY LOCKS20 e. AND ALTERNA-E HV LOCK @ V;5�EET 5. EX ST2N 166 11 N G GLASS INSTALLATIONS Wj (j) HY BLAX SLACK OETAL i'vF IS VA!,'FOi AU. BLADE W/ HV CENTERMATES CIENFERtAArES APPLICA-ION B:AZEOA 0 Ag) (@,(9- 0 ESA WALL CONNECTION DETAILS ON SHEETS 19 & 18 f rvlp P: 7r 7' (6053 Te x1oy)ALUM. I t-%O!1 W/(2)1/4`o TAPC0% 1/2* M@.@ OPPOSING SYMMETRYCAL" ANC-IORS 10 CONCRETE I (rep/BOTTOM)& CENTERMATES CENTE JIO.3/4* 12- MIN. SE:P*V,-IO-. W1 HV LOCK AT E14FS ANG, O.C.FULL LEN'Q�. YI/ HY LOCK or To G,_ASS (SEE SCHEDULE 01: SHEET 11) 5 IN 5 X4 LO-0 L. C0 Eou�fl HVAHVQ HVQ I,POUREIETCO.",CR E OR •0- 0-atw__ EXISTING CLASS WALL A RE ED SYMMETRICAL 6 -Q).@ ^U M'N.SEPARATION CENTERMATES. F...... GLASS GLASS 1 @-(9.'08 (SETEOSCHEOULE W/ HV LOCK i op-nONAL .,I SHEET 11) MIN.SEPARATION (INTERIOR) TO GLASS @ 0 11 (SEE SCHEDULE =N OPTIONAL ON SHEET 11)4-- EO�CT-1 -CONCRETE 16 O.0 -------- lA VARIES 03 3 - N 0E IID. Of 6 1/2'MAX.SLACK 90' oUT Ir F6 (EXTERIOR) HVE HVF** HVD, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 0 2015 EASTERN METAL SUPPLY,INC. EN BERTHA HVTM Accordion Shutter System "IL E C 0 A.S.S.A. KV RXX#1 W1 OR W/b KV. MMIN RAM 2 TIUJT TESTING & ENGINEERING COMPANY Arnericon Shutter Systems REV.N4 o[scWTION DATE DPAWN BY' 'MA- Assoclation, Inc. I I OLD 11-192 4/13/15 DATE: 4/13 15 F 53"N.W.36th.St.SW 305,VAGINA GARDM FLOFMMA 337 Phone (305)871-t530.Fax:(305)871-1531 4268 Westroods Drive 2 let OR k0'...7,1404�pf 0-11:ulk.00c.d.— West Palm Beach, FL 33407 —DRAWING No .......... ea-0005119 15-085 WALTER A TJLUT Jr.,P.E. i±__ FLORDA Lic,#44 67 SHS P.E DATE, 8 OF 20 T POURED CONCRETE OR / T r f "--POURED CONCR=TE �, _ POURED CONCRETE 1 ^pPUCON CONCRETE • /.• CONCRETE BLOCK WALL L/ f " r OR CONCRETE �. r OR CONCRETE 1 OP.CONCRETE ✓ RECUR-0 I /` BLOCK WALL REQUIRED V% /• / / t BLOCK WALL REQUIRED BLOCK R'AL! REO'JiREJ ->"� TE %G CLASS / / �' 2_XST_iN_G,GI-435 _ A1COn.ijCONZREX;snNG 6Lass GSSa 16'C.C. 2"MY /-I 2'Mi.N�= ) f / /' MN.SEPArATIO! i" f� %" 1 -7 `/ ~f TO GLASS _0 _ M.`,.' 'AnCft /, ','. T CLASS�(EE j` i �• MTN.SEPAVRON �% j La V. A -0 CLASS(SEEIE./- 'T. ,E ON BEET I/16'x3"MAX. �`• 1ON STET 19 FOP. / SC"EDULE ai SEEr f/ li TO MASS _ , (� / 11 FOR BLADE OAND (6063-TS)CONT. - BLADES(D do Qty .--•.-- _ • j FOR (DAM f __.___. FSD-OR�R.0 O ON BEET 19 FOR ALUV. CLOSER (LCCATE A'� —__.._._ T i ,/2• ON SST 19 FOR E1T'H_R sl El.Y F �C)&Q� aTAn:.(LOCATE ,/z' .f / 1 a_;.a30�Q -c------� I q=Oj AT EITHER SIDE M!\. ( ` BAOE5 3c Qty USE ,- DR 2•T.'.1X, [ 110x1/2'S.M.S.--/� I y — (AS APPUCABLE)x2'xt/6•x0"-2" Fi IE C.0 ---' 0 i6"OX. tt -__- 4j __•—S� ALUV?INUM CLIP ANGLE < ---•-`�, 6 —" � / Li (6063-T6 ALLOY)AT VIIOHEIGHT --- j (1) #10x1/2'S.M.S.Td®� � ! (2)1/4"0 TAPCONs ANCHORS TO i , WALL AT t"O.C. LOCATE AT SEE D'EIA;i X FOR.Ir(6�QR �. OTHER SIDE OF®) l `d®. SIDE covNEcnoN 1 OR 1 OR SEE o_ra!x FOR To TRACKS + �y ®('}a(�a Q)-- a�.�v SIO£COtiN£CTON �'"OR �•{ too pw 8 D SEE DETAIL X FOR_ 4 .I s s• 1 TO TRACKS 'I �;, 7 B to•®w SIDE CONNECTION �" wpw�s,pwp 10.Q�w lJ'`i.Nw�•��•�n r� AAte�,, i tDw�x•�'�©.0- TO TRACKS ,0•Q''�w®-�©`©w ID•®w©'�wlJ•�w L_p•p•©w©.�•®a � 6 5 © Cp.�a© O Q�w C}C-} �wC7'CJ 630 630 B 0:0 ®•t�a�•®w0•Q�w B• ®•6:�w�•O O Q�w �w©•®w0`d�w END CONNECTION DETAIL(Dt END CONNECTION DETA4LQ END CONNECTION DETAILQ SND CONNECTION DETAIL 4Q i POURED CONCRETE:CR 14 f CONCRETE BLOCK WALL �d}� REQUIRED ONLY FOR S°AilS GREATER THAN 12'-0- G 2 O' / r—IXlSntiG CL<55 / /" REQUIRED GLASS j/ T - ----- A9N.saA!unos #�><i/2'S.M. ... _. 1 y _,-..,...------- TO E2ASS{SEE © ,6• .C. V9N.SEPARATION i y---_._—_-.: ==_=-=_- SCi�EDIAE ON S�HyM / � � TO GLASS(SEE �� a .________.-� 6 GR&R(BOR I1 FOR BADE OAND CONCRETE /' tl2"NN �mOGE ON SHE <-------- - ---- - CN SHEE3'19 FOR ANCHOR t3--/.: ,. _._.—..._-_ LR BLADE OA10 r-y , �__..—._ i BLADES O&Q� 12'O.C.,r HEET t9 FOR La/! —..— '-_� "--' ----'-- t�dR©OR�OR� COlICRET£-•` til AvcxgR I q 5 — is03 Qr� ______ _ QR1 O.C. ...�/Z:WN / - _ u - / _1 2'MIN. ,.• ED OR OR(DOR 2"MITI• j 2"MIN.// ♦ SEE LIMITATIONS OF USE FOR 'f --------t / 6LAOE 1�A Oh SHEET 19 @OR@OR(qOR(j3OR(g VIEW Y 5 I OR PLAN i OR �' ®wf�w{J pap id Qx DETAIL X •-POURED CONCRETE OR ®o.®•pwp id•�w ---__ CONCRETE BLOCK WALL ,d•®w�• x©-©a END INSTALLATION 6 REQUIRED 1oW®w©'�'©Qw p•pHV BLADE OR 40 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O•®w® ®w� Qw END CONNECjWfl DETAIL6Q p Twp ®ate FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone a'1� P. A T(,j, E 0 2015 ASTERN MErAL SUPPLY.INC. BERTHA HVTM A p ■ H.VAccordion Shutter System ■ ■ ■ . aLADE#1 W/OR W/O KV.WNDON BLADE American Shutter Systems ,R �R717ION DATE DRAWN Br, ILL • TlLtli TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13 15 STATE OF f 2 a,ss R.w.5630.5L.S ws,wmGa GNMENs.FLOMA 33161 (305)871-1530,Fox:(305)1171-1531 4258 Westroods Drive 2 DRAWING No IFP.E.. C-1:tilt-4ca.MM West Palm Beach, FL 33407 3 ES-''N', /ONALti�; WALTER A0MITJr.P.E. 4 ^dI S a6f6t' RE DATE FLORIDA Uc.1 44167 5 SHEET 6 10 OF 20 SCHEDULE 41 SCHEDULE #2 SCHEDULE #3 MAXIVJM SHUTTER SPAN* -L+- OR L_- MAXiMLJM SHUTTER SPAN* "L+" "XiMUM SHUTTER SPAN*-L+' NOTES; (f-_). FOR INSTA-LATiONS W1 OR 'L-' (ft.) FOR OR "L-" (ft.) INSTALL�TIONIS INST-ALLADON LFfEND MITERMATES @ & @ c,V'-%rW1L INS2TAL�LATIONS W/ I NMMEMICAL CFNTERMATES CONCRETE & (1) L+;MAXIMJY. ALLOVIABLE SPAN FOR A W"IEN W/ ONE H.V. LOCK 0 Or @ o- o- -WQ WOOD ;A L9CKF,Ir,G!1,,0,'S or, to or 6 Or ONE W LOCKS NMSORY POS'TIVE A.S.D. DESIGN PRESSURE RATING. :ID LOCK (B W/ NO LO 'I.; PODS ONE W LOCK INSTALLATIONS or "'CAT"'t % i .3 LOCKING WALL A, 5, C, D. E. M., N, o. F, o, L-: MAX.ALLOWZLSE SPAY FOR A GN+7EN NEGATNE CF-WERMATES @&@ Vil ONE: HV 'T' W/ NO LOCKING RODS 21 OR IN RATING LOCK 0 W/TWO LOCKING RODS & TOP (SEE NOTES t.tv, RODS �/ N MOUNTING K & L R. S, & V. A.S.D. DESIGN PRESSURE BOTTOM (SEE NOTES ttt) CIALIC FOR vojhONcG) (2) PROCEDURE TO MAXIMUM SPAN Fn SHEET 7) FLOOR/CE;LING G. H, :, 11. j T, U, y, & X WALL MOUNTINGS TOS BOTTOM) OR FLOOR/CEILIN'x CONCRET-&WOOD r 1J11=L`U CONCRETE&WOOD INSTALLAIC%S 0 CRE MOUNTING & M 'So.DE5� A-SO,DES*4 0 M�Ai CONC—r I PRESSURE AZM.DEV-1 INSTALLATIONS GNEN A POSMVF_AS.D. DESIGN PRESSURE RArNc. WALL wlautrwc FLOOR CEIIL�41G PRESSURE WQ1 MOUNTING PRESSURE DETERMINE MAXIMUM SPkN *L+' FROM SCHEOULE. VV." RAIViG & AA31,C FLODR/CERUNG MOUNIvIG GIVEN A NEGATIVE ALS.D,DESIGN PRESSURE RATING, fp.f.) FLOOR/MUNG MOONING (P...r) OR OR (-OR oR FLOOM*ALL VMWKC MAXIMUM SHUTTER SPAN -L+-OR DETERMINE MAXIMUM SPAN "L-' FROM SCHEDULE. L L I 1-4G -L - OR 30 OR LESS 16'-0' -D. 161-0, I V-0, 30 6.-0. 114STALLATIONS INTO WOOD SHALL EE LI!1AWEDFT0 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1�i R_ 1 16'-0* 30 16'-0' 16'-0" 105 PSI.AS.D.DESIGN PRESSURE PAMNG. M!Njigi, D-TE;ZM!MED SPAN BETWEEN 'L+'AND'L--'. 35-'-- 14'-10` 15'-V _76�-a' --3-5 ' 1C-10' 14'-10"_ 35 15'-2' 16'-11)" 1 40 13'-1 0" 13'-10" —14'-2' —1 —40 I3'-10, I3'-10" 40 14'-2' 15,-2" 3) PROCEDURE TO DETERMNE MAXWJM SPAN FOR 14'-J" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL 131-1* 13'-4" 14'-3' 5 13--l' 13--1- 45 COMBINATIONS IN BETWEEN WALL MOUN'INGS 50 12'-5' 2'-S' 12'-5' 12'-B" 13*-7" 50 50 12,-3, 13,-1* MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W1 FLOOR/CFIUNG MOUNTINGS: 55 I1'-10' 11'-10" 12'-I' 12'-11' 55 I1'-10" 55 1 V-I" I1-11* SHALL BE AS INDICATED ON MANOAT.ORY CONDITION #2 FOR A GIVEN POSITIVE A.S.Q DESIGN PRESSURE _60 —F-_47 iV-7' 12'-4'"- 11--4- it V-4- RATING: .CO-2- IW-1 V NOTE #5, SHEET 5. 1 MINE: 65 10'-Io' 10'-10" 11'-1' IV-11" _65 DETER 70 _�_5,— to*-," LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. to�_G* 101-5* IW-9, t V-5, 70 9-4*, L2+- MAIL SPAN FOR FLOOR/CEII.ING MOUNT114C �Y _T67-_r _16--i- -1-67--4- 7-5 0'-11 ttEXCEPT THAT MAXIMUM SHUTTER SPAN*L+'OR INSTALLATIONS. 80 9'-to' W-lor 10'-0* 10'-9' 80 91-1c* 9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE ILS.C. DESIGN PRESSURE 85 9'-6. 9'-6. 91-9" 10'-5* 85 9'-6. 91-6. INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: W-3. SHALL BE LIMITED AS FOLLOAS: 90 _97-_3* DETERMINE: 959.-O. W-9. 91-2, W-10, 95 9,-0, B'—g' CONNECTIONS 70 KEYSTONE MOUNTING Ll- MAT(.SPAN FOR WALL JJOUN`nNG INSTALLATIONS.i_00 * ­iV__,. 8_'-4_—9'-0-­­ __ - LIMITED TO +64-72 p.s.f. AND 8'-0' SPAN, SEE L2- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 105 81-7. V-111 8*-g* !j-:7-_ 100 8'-g' 8'-4* MOUNTING@ ON SHEET 7. INSTALLATIONS. 9'-4' 105 8'-7' 7*-I1* 110 8'-4'-- 7=7" 110 8--4- 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 10 THE i-IS 8'-2- _3�-Y 8'-4- W-11- 115 -a'-2" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LTi*, "Li-'AND 'L2-* (4)GO To ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 B.-O. 8*-S' 125 7'-10' 6.-B. ------F ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 30 IiIj -F-—a- PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7*-7' 6*-2'• 7*-9' 7'-9 135 7'-7" 61-2. WIND ZONE MINIMUM SPACING. I 140 7'-5- W-11* 7'-7' 40 7'-6- 1 r-5' S'-11' ASTM E-1996 SEPARATION 145- 7'-3- e-F' '7'-6r 7r-3.. '.Y _145 5�_-z;- TO GLASS - _ . — t50 7'-2- 5-7" 7 0-4- 7'-0' 150 7'-2- 155 7'-0" I.-,. 7'-2" '::g' 1 THRU a 160 6*-11* 5--2- 7'-1' 6'-7- 160 6.-W 5'-2. 165 1.-1. 7f- 165 6,-10* W-1. 170 W-S' 4'-11' 5*-11' 6.-2' 170 6--9- C-1 1 1756'-7- 4'-9' W-9, 6.-0. 175 6'-7' 4--9' -180 6*-6' 4'_a'-a* 61-8, 5'-10' 180 W-6- 4*-BHV' 165 _i'_-5- 4'-6' 6'-7- S*-8" BLADE 190 6*-4- 4'-5' 6*-6- V-6- 190 W-4- 4'-5- 195 4.-,. 195 4' _3' 4'-2' 0 6' -4' 5'- 2 0 6'-2' 200 i;:�2 2, 5 _J: 05 FLORIDA BUILDING CODE(Kon High Velocity Hurricone Zone) .0 C 2015 EASTERN Ill SUPPLY,INC. BERTHA HVTm Accordion Shutter System /m -' IL ECO mc. \ A.S.S.A. KV.MME#1 W/ORM/0 RV.WNDCW RAM TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems acv,W DeRoURTiON I OATS DR"M By. As3oclation, Inc. I OLD 11-'192 4/13/15 DATE-' 4/13/15 5=NAA,.St,Ste.3a5,V41GM GARDENS,navaMIrA S 4268 Westroads Drive 2 SIAI t:ur ph—�(305)871-15w.I-:(3M)871-1531 DRAWING No 6-0: West PaIM Beoch, FL 33407 _3 _1z — 15-085 EB-=r7lg 4 R> Al WALTER A.7w jr.P.E. ^91 -'&r FLORDA U..#44 1 67 SHEET E/DATE 11 OF 20 MAMMUM ANCHOR* � SNSPAN, A � NQ MG TYPE FOR CONGO DESIGN NECdTNE PRESSURE R ��D U ANCHORS_SPACING I FQENQ POLMED CONCRETE ST.Y7 NBttGS A,H,s,D Ar4D w-50a B POURED ODNCREfE BLOCK TAPCON OR A WALL HEADER MOUMING A WALL HF,WER MOUNTING WALL MWtfitNG D WALL SILL WYTING D WALL SILL Ot1hTING C& WPLL HE1DtRJ5�1. TAPCON WITH ADVANCED SPAN WJ WJ Wj WJ MWNNJG THREAOFORM TECHNOLOGY (n) ASO.DESCH lr U-K I'MMM RUM ASD.D67m1 NEDO E NrtmwB Rw1w70 Aso.D4sm�HcwK PR=m Rum W.A.SD.m9H MTATW_TRTSc;s BawcUWAAM.Dar*Kc47nc KM toSTIASo 7 O 6 NErkTK MUMu]rx ALL POINTS SOLID-SE 30 40 60 75 90 120 160;205 30,40 �75 90 t20 160 205 30 40 60 75 90 120!80 205 30 40-F--F-Fe30 710 160 205 30 40 60 175190 120 160 205 30 40 60 75 90 170 160 205 GLUE TPP 14 iZ 10 9 d 8 6 6 14 12 10 L 9MOSS 6 0 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 - 14 12 10 9 B 8 6 55 B 8 8 0 8 8 1 7 55 ----- 3•-0" 14 12 10 9 BB 6 6 14 12 10 9 6 8 SS ]2 10 9 8 8 6 B ti 12 ,0 G ,8 8 6 8 t4 12 10 9 8 B 6 8 B B 8 0 8 0 1 8 0 TAF?ER+ -1 OF L ti T2 t0 8 8 e 6 5 14 12 10 B 6 6 14 12 10 B B B 6 6 t4 12 10 8 B B 6 3 14 12 IO 9 8 8 5 6 8 e 8 8 B e e 6.5 14 12 10 9 8 B 6 6 14 72 10 9 6 6 11 12 10 9 8 e 6 6 t4 S2 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 8 8 8 6 8S 8 7 74 /2 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 8 8 7 - 74 12 70 B e 7 SS B d 8 8 8 7 5.5 4 4•-0" 14 12 10 B 8 8 6 4 14 12 10 9 0 B 6 B 14 12 10 9 B D 6 6 14 12 ID 8 8 8 3.5 74 12 10 9 H- 8 6 6 B 8 8 B 8 e 8 8 14 1T 10 4 8 8 45 - ft 72 i0 9 8 8 b 4 !4 t2 10 9 8 8 B 8 74 72 10 9 H 8 - - 14 12 10 8 8 B 6 - 8 B 8 a H 8 6S 5 14 12 1C 9 B B 6 4 14 12 10 9 8 8 6 6 N 12 10 9 e d 6 6 14 12 10 8 8 8 - 14 12 10 9 6 8 6 8 8 8 8 8 8 7 5.5 14 12 10 9 8 8 ♦5 - 14 12 f0 8 8 8 6 35 ]4 12 10 9 d 8 6 !& 14 12 10 9 7.5 - - 14 12 10 9 75 55 - - 8 8 8 0 75 55 4 3 * SEE ANCHOR 5,�. 14 i2 10 9 8 8 45 - 1{ I2 10 B e 8 6 35 14 12 10 11 8 8 6 6 14 I2 f0 9 8 7 - 14 12 10 9 B 8 6 8 8 B B 8 B B B 14 12 10 9 8 5.5 - 14 12 10 9 B 8 45 - 14 t2 f0 -9 8 8 6 5 f4 12 TO 9 8 3 '^ - !< t2 7D 9 8 7 - 8 8 8 8 8 T 5 4 SPFCiFlCATIONS 14 12 ,0 8 8 8 4 - t4 12 t0 0 8 8 6 3S /4 12 10 8 8 8 6 B is 12 16 8 8 - - - 14 12 10 9 8 7.5 B B 0 B 8 75 55 4 ON SHEET 13 14 12 10 9 B 5- 3 - 14 12 10 9 8 H 4.5 - 14 12 10 9 8 B_ 6 6 14 12 9.5 7.3 4 - 14 12 eS 75 BS 35 - 8 8 8 75 6.5 - fi`^0' 14 12 !0 9 8 53 _- - 74 t2 t0 9 8 8 4.S - 14 12 10 8 8 8 9 B 1S f2 10 9 8 4 - 14 12 10 9 8 8 4 B 8 B 8 8 8 8 75 14 12 10 9.8 3 - - 14 12 10 9 B e - - 14 12 Iq 9 8 e 55 7S 14 12 f0 9 45 - - 14 12 f0 9 75 l 8 8 tt8 7S 5.5 4 3 14 12 10 4 8 S - - 14 72 10 4 8 8 4 - 14 t2 10 9 e 8 b 5S it t2 t0 4 5 - t4 t2 t0 9 8 4.5 - B B B B B 6 4.5 14 12 TO 8 8 4 ,f 12 10 9 B 65 3 - 14 12 10 9 B H 6 14 12 B 45 - - 14 12 8 6.5 5.5 - _ B 8 B 85 55 4 3 7•-0" 14 12 10 0 8 4 - 14 12 10 B 8 6.5 3 - 14 12 f0 9 8 8 6 - 14 12 ,0 8 6 - - - 14 i2 10 9 8 7 - 8 8 8 8 8 8 7.5 6 i4 t2 ,0 9 {S - - /4 i2 ]0 4 H 4 - 14 I2 10 9 8 7 4 - 14 12 10 5S - - 14 12 IO 8 6.5 - _ 9 8 B 8 6.5 5 3,5 14 12 109 73 .75 - 14 12 10 9 B 6 - 14 12 f0 9 8 8 6 14 12 10 6 - - - - 14 12 10 85 7 8 8 8 8 7 5 < 14 12 10 9 53 3 - 74 12 10 9 8 4.5 - - 14 12 /0 8 8 8 /4 it 7 - - - - 14 11 7 5.5 3.5 - e 8 7 54 45 3.5 - - 14 12 10 9 55 - - 14 12 10 9 B 4.5 - 14 12 10 9 8 B - 14 12 10 7 4 - - - 14 12 10 9 8 3 - 8 8 8 8 8 75 7 4 8-0" 14 12 10 5S 3 - - 74 12 10 9 8 - - TS 12 10 9 S 55 - t4 12 8S 3 - - - is 12 8.5 7 4 - - 8 8 8 7 55 4 S *SEE tiNTAl'ANS OF tom£FOR 14 t2 10 9 5 - - - 14 12 10 9 8 1 - - 14 12 f0 9 8 B - 14 f2 9.5 - - - - - 14 72 9.5 7.5 4.5 - B 8 8 7.5 6 45 BLADE IA ON SHEET IS 14 12 10 65 4S - - - 14 12 10 9 ZS - - - 14 12 10 8 e - 13 95 4 - 73 95 8.5 5 8 8 6.3 5 4 3 9'-0' f4 12 10 b5 4 - - - ti i2_t0 9 7S - - - 14 12 ID 9 8 - - 14 12 10 5 - - 14 12 10 9 55 - - - e 8 B, 8 B BS 6 3 14 12 8S 4 - 14 12 10 9 45 - - 14 12 10 9 7.5 - 14 115 45 - _ 14 ]15 7.5 6 8 B IS 6 5 4 _ 14 12 10 5 4 - 14 12 10 9 7 74 12 10, 9 8 - - it i2 3 - 14 12 8 BS - - - B e B 65 55 4 14 12 9.5 5 3S - 14 12 10 9 35 - - 14 12 10 B 8 75 85 _-_ - 13 /D•-D" 14 12 95 S S5 - _ - 14 12 10 9 55 - - - 14 12 10 9 8y - _ id 12 7 - _ _ - 14 12 10 75 _5 - H 8 8 8 B 7S 4.5 T4 12 5.5 3 - - 14 12 10 6 3 - - - 14 12 10 9 8 - - 14 OS 3 _ - 14 10.5 7 3.S - 14 12 9 45 7 14 12 10 9 3 - 14 12 10 9 6 14 71 - t4 tt TS - e 8 7.5 b 5 74 12 7 - - - - - 14 12 10 - - - - 14 12 10 - - - OS B - - - - - OS 8 3 - _ - 8 8 5 4 3.5 - 11'-0" 14 12 7 - - IS 12 10 - - - - 14 12 10 - _ - 14 1214 12 10 ^ - - 8 8 8 8 8 7 JS- 14 12 4 - - ]4 iZ 70 - - - - - 14 12 70 - - 2S 95 - _ _ - L5 9.5 5 _ _ fi 9 6 5 4 3 i 12 6.5 - 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H.V.RAM#1 Wi OR Wio kV. WINDON BLADE * f/ i /'' AYTteElcan Shutter Systems .N 7nsaxim DATE DRANN BY: Y.L TiLLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-1s2 4113/15 WIE 4/131Ts •, STATE OF 6755 N.N.36th.5t,6 n.305.KR9aaA GARDENS,ROMA 33i .,'�'• �ORIDP .• �, Phone:(305)8Ti-5530.FOR:(305)871-1531 4268 Westroods Drive x DRAWING No •" e--1:Gtlee.0-1.cam West Palm Beach, FL 33407 s �```•s`?/ONAL E��'1.•�•` WAI ETA.MUTT Jr.RE 4 15-ti$5 1� FLORIDA VC.i 44.67 s SHEET P.E. g61©Nf41URE/QATE 6 12 OF 20