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HomeMy WebLinkAboutProduct Approval 5/21/13 Florida Building Code Online "4m=., ftdaDepagment4 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Busines (((���///yyy Profess ial product Approval USER:Public User Regulation Product Approval Menu>Product or AD011cation Search>Application List>Application Detail 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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. R Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192,pdf Referenced Standard and Year(of Standard) Standard TP W^ Year ASTM E-1886 > 2005 ASTM E-1996 2005 ASTM E-330 ?'' 2002 S? TAS 201,202, 203 cr.. 1994 x- Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect e FL389 R5 Eouiv EQUIVALENT LETTER ORIGINAL.odf Sections from the Code HEC a Product Approval Method Method 1 Option D � tJ I7 DateSubmitted 12/21/2011 qpR 3 ® 20tr ;Mu www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvYYHH2vJvA53MvvsXdCOtOX3bENFONlQQcp/D3gt PERjL?177/fV 1/2 Lucie County, fiL 5/21/13 Florida Building Code Online VdLC VdnUCLUU 1L/L1/4U11 Date Pending FBC Approval 01/31/2012 ; Date Approved 04/03/2012 Summa 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 [I drwD 11-190 ASSA.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 13'-0"for 40 p.s.f. FL389 R5 AE Droduct evaluation drwo 11-190.pdf 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 9'-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 drwo 11-192.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 16'-0"for 30 p.s.f FL389 R5 AE ASSA Productevaluationreportdrwo11192 odf negative ASD load depending on centermates and locking rad Created by Independent Third Party:Yes configuration for the HVI.blade,8'-0"for 454,-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 HVl and HV1A working in unison.See sheets 7, it 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,pdr 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 drwp 11-194 odf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively 8atk Next 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 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 dick here. Product Approval Accepts: 1S1'rm cC _ r www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQvvtDgvYYHH2vJv)53Mv4sXdCOtOX3bENFONlQQc`/o3d 212 GENERAL NOTES: 1.BEADIA H.V.ACCORDION OACCORDTTERS SYSTEM S(ST N ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D;)HAS�BEEN VERIFIED FOR COMPUANC£N-ACCORDANCE WITH THE 2010 EDITION-.OF THE FLORIDA BUNLDINO=L HALL NOT BE INSTALLED AT HIGH VELOCITY MURRICW_20CNR. DESIGN WIND LOADS SHALL'OF O.'TERMTNED AS PER SECTION 1620 OF 7HE ABOVE_MENTIONED CODE,.FORA BASIC WIND SPEED RECUIR£D BY THE JURISDICTION WHERE SHUTTER.WILL TABLE OF CONTENTS, BE tNSTAILED V}D{A DIRECMOYAUTY FACTOR KC-0.55,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 f8G A40 SHALL NOT EXCEED THE MAXIMUM(ASM-) DESIGN PRESSURE RATINGS INDICATED ON'SHEETS 11, 12, t3, 14. 15, 19&.20:. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES 1C?A BY MULTIPLYING THEM BY 0.6 IN ORDETTO COMPAF.E THESE W/MAX..(AS,D)DESIGN PRESS)-NE RATINGS INDICATED ON SHtEM il.12 13. 14, 15,19&20, GENERAL NOTES. SHEET I IN ORDER TO VEINY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 Z INCREASE Di ALLOWABLE STRESS FOR WIND LOADS WAS HLT(USED IN.THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND OUPATIC64 FACTOR CO.tSO WAS USED FOR VER1C.ViON OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 .SHEET 3 BERTHA H,V,ACCORDION SHUTTER SYSMA'S ADEOUA.^Y FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VEIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF IRE ABOVE MLTTIONED CODE AS PER ATN.REPORTS; TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL AINDOW BLADE&WINDOW DETAIL -EN BLADE G) 10214.01-03,10715.01-03.11004.01-05.;IT214.01-05, 0317.02-6W;10GCG,01-10 AND 80210,01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASP7 E-1886 AREA 2: HV BLADE C1)AND HV VANDOW BLADE- AND E-1596 STANDARDS(MISSILE LilA.1 D,WIND ZONES 1.2&3)&11220DI-10 AS PER TAS 201.203&203 PROTOCOLS LARGE VSSLE. (WHERE APPLICABLE) -HV WINDOW BLADE Q 10W5,01-06.AS PER ASM E-IM AND E-1996"(MISS-1Z LEVEL 0,WI.YD.ZONES I.2 3)BASIC PROTECTION OILY AND 1072501-68 AS PER TAS.202 PROTOCOL TYPICAL SHATTER ELEVA1104&NOTES ON LCCKS SHEET 5 INSTALLATION OE-TATS A-F,CONCRETE/BLOCK SHEET 6 2,H-V BLADE(D AND WV WINDOW BLADE Q ARE.ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUMATIONa AND CCNDRICNS OF USE NOICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.AOCOROIDN PINS(HN SCRE/YS),USED AT BLADES ICWUCKLE AND FOR INRECT MOUNT CONNECTION TO TRACKS S4Hl BE(114.2.75'AND$14.1.75'RESPECTIVELY,410-HT MNiMUN SEe2'S CENTERt'dATE DETAILS NV SHEET B STAINLESS STEEL•SCREWS WITH 135.0 10t YIELD STRENGTH AND 180 kIt TENSILE STRENGTH;PINS SHALL BE COATED WITH BERTHA TILL OACROSM.:1D COATING SYSTEM AS MANUFACTURED BY APPROVED. CENTERMNTE ALTERNATING DETAILS HV SHEET 9 COATWO APPUCATORS.REdSTERM'VrH AMERICAN SHUTTER SYSTEMS ASSOCIATION.K-45 MUST BEAR THE TLV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS,SHALL BE ALUMINUM ASSOCIATICN..ALLOY AND TEUPER,AS INDICATED ON SHEETS 2 AVO 3.MINIMUM MD STRENGTH FOR 6061-T6 ALLOY IS-30.0 k.;AND 35.7 M;FOR ENO CONNECTION DETMLS 1L6,CoxCREIE/BLOCK SHEET-10 6005-15 A`OY, - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRItTE&BLACK SHEET 12 5.R.L.SCREWS TO BE STAINLESS.STEEL 304 OR 316 AISI SERES OR CORROSION.RESISTANT COATED CARBON STEL+ AS PER DIN 50618'WITH 50 k.1 VN.YIELD MENGIN AND 90 keV MN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRELT&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3.7.4; NNCHOR SCHEDULE-CONCRETE&-BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 CAWANZE0 STEEL.OR ASl 304 OR 316 S-RIES STNNIESS STE1 WITH 3$ke1 MINIMUM YIELD STRENGTH: ANCHOR SCHEDULE-Vl000 SHEET 15 7:SEE THE FOLLOYING SHEET'S FOR A44CHOR SPECIFICATIONS:hV O:ADE(D 112,1.3.14.15 AND 20 NSTALrATION_DETAILS M-R.V40D SHEET 16 W BLADE 04-.9.WORKING IN UNISON:12. 13& IS. INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTrfn H.V.A^CORO;OH SHUTTER SYSTEM8FAR5 A U.S.PATEN:1G779.582,COMPONENTS OF IHSS APPROVAL 0.4E Ct�RFA,IN WHOLE OR IN?ART BY U.S.-PATENT 15'455.179{SSJEO TO EASTERN ENO CONNECT16,N'DETAJLS 7-12-&X.WOOD SHEET 18 METAL SUPPLY,ICRC, W S.IT.SHALL BE-THE RESPON5RLT 8Y OF THE CONTRACTDR Y TO VErdTHESOUNTIESS OF MHE'STRCCTURE WHERE SHUTTER IS TO BE-ATTAC4-'-O TO INSUrtE PROPER HOR ANCAGE.CONTRACTOR TO SEAL/CAULY, VlINDO .-BLADE ONCY., ALL SHUTTER COMPONENT EDCES WH',CH REMAIN,THRU FASTENN6 I:CONTINUOUS CONTACT WITH ME RUILD.N6 70 FRL M'RIND/RAIN INTRUSION, TYPICAL SHJTIM ELEVATION SHEEI 19 10.EACH UNIT MUST BEAR PERMANENT LABEL N A VSBLE PLACE WITH WARNNO NOTE:OUZ14O PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE All,HV AND HO CENTERMATES AND�ENGACE OR LOCK ALL HV A40 HO LOCKS. AREA 4: HV WINDOW BLADE in ONLY 11.SHUTTER MANUFACTURER'S LAELL+ SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCOCCION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.1 OF FLORIDA BUILDING CSE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL STUD WAILS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1713.6.2 Or THE FLORIDA EVILDLNG CODE, 12.eERMk H.Y.ACCORO10N SHUTTER SYSTEM'S ISTALLATCN SHALL COMPLY Y,7H SPECS INDICATED IN THIS DRAWN*PLUS ANY 8NLOINO AND 20%1V REGULATIONS PROVIDED BY THE JURISQ:CRG4 YMERE P RMIT 15 APPUEO TO, 13,(e)To$P.E.D.PREPARED 0..-HIS ENG€NEER IS GENERICANDDOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHER£THE SITE CONOMONS CENA;E F'OM,THE P.E.D, - (5)CONTRACTCR TO BE RES-PONSIBLE FOR ME SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PP,OOUCT,BASED ON THIS P.ED.,PRR^DED HE/SR--GOES NOT DEYIAT£FROM THE CONDTTICNS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTCR'S RESPONSBUTY. (e)THIS P.E.C.WILL BE CONSCMED INVALID IF ALTERED BY M7 MEANS. (D)SITE SPECIFY)PROJECTS SHALL BE PRE?ARED BY A FLORIDA ROSTERED ENGINEER OP ARCHITECT WNICH WILL BECOME ME ENGINEER OF RECORD(EWA,)FOR THE PROJECT AND W110 WILL EE RESPONSIBLE FOR ME PROPER USE OF THE P.E.D.ENGINEER OF Rc"CORD,ACTING AS A D?ECATED ENGINEER TO THE-P.ED.ENGINEER'WIL SUEUIT TO THIS LATTER THE SITE SPECIFIC ORAmsm FOR RD4,w. (e)THIS PS.C.SHALL BEAR THE DATE 1,40 ORIONAL SEAL AND S:ONATURE OF LINE FROF-cSSIGNAI.ENGINEER OF RECORD THAT PREP-RED ii: FLORIDA BUILDING CODE Non High {lelocl.y Hurricane Zane A111.1 Q 2011 EASTERN METAL SUPPLY.INC. 41 P���a A.t.. BERTHA : �ICENSS �9 S+ + Accordion Shutter System ,. �• E� Kc• ■ ■ ■ ■ FLK MADE#1 w/CR W/O H.V.LOLL =aADE 77 Amer3cnn Shutter Systems REV,No CE=rprloli SATs OR4%l:RY: A0. TI!T TESTING & ENGINEERING COMPANY "^TJ $GATT Y' : a::s N.v.3em;5_;tea.3G,xRemALiAsrA,S,rac4rw ales ABstsalation, Inc. 1 OLD .i-063 T1t25fi1 1:ATa ti/29/11 'p�--Q ,�i Ahare:(305)A71-IE30,FAt I(3esye7l-1531 42613 WestrgGds Rr;ve 2 fly, G NO _' '•:EORIDR: �V 1t� a-rtn L6c�i mm Nest Palm Beech, F 33407 s 11-192_ 9,z sS•/ .•.•.••••,aCyt�lLlt WALTER A run 4"RE 4 P.E:a 1 I yl O/DATE FI°PaDA LK 1 NIRA, b SHEET T of 20 �ri YdA sv u0a R 2£(�s a VARIES 1.491" 20 7 1 , a �"; 7 HV SOLID 811�DE - �, 0 5;HY 90'/180' STARTER 3HV UNIVERSAL FLQATER �;+ COVERED UNDER US PATENT 8 5458179 OUALIFI'cD. R USE WJ gUPllFIED FOR USE W/ K!BLADE(11 �HY DIRECT MOUNT Hv e.ADE 1 1A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER OUAUFIED FOR U�S1)E tY/ HV OD53-Ts ALLOY AND TEMPER EE UMITATIONS OF USE OF BLADE ON SH i 19 ' SWOE i 0^ 6063-T6 ALLOY An TEMPER 6063-T6 ALLOY AHD TEMPER t... J2T6#�I 500 o .Li _3.55E n ) Y -991 .-..f,,'t.4,' 0• `t 0 1 I �� o2y 6 5�i OB2' 07 HV A�A�AEIF.R w/uP .820 QUALIFIED FOR USE W/NV S HV WALK—OVER TRACK � � NV ADJ. FLO TRACK SLADEU OUALIFIEQ FOR USE W/ HV 9�HV TRENCH TRACK QS 6063-i6 ALLOY AND TEMPER ' I QUALIRIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6053-76 ALLOY TEMPER SLADE�DONLY. fV RAINGUARO 5!ADE •+ 6063-T6 At:,OY AND TEMPER QUAE3FIE0 FOR U 1'If tN 60133-76 ASOY ArvD TEMPER VAR SL40E(�t4} t 1' `' �a VARIE5 1.936' 6063-T6 ALLOY ASO TEMPER I.Bf 7• , .IGT' BD" 1 _ f��ino I .ESD' E I o p tp�5 S 46?0�. 7.665" 4.f}A 6TC 3.520`-. � _ 35M' 3.528' 70h`'�y. t HV HEADER/SILL %"3CEILING 71 HV-CEILING HEADER `�' _� i3 HD HEADE SILL 0 IFIEO FOR USE W/HV BLADEMONLY, QUALIFIED F02 US£-•'8/HV BLADE 1 ONLY '� 6063-r6 ALLOY AND TEMPER QUAL€EE FOP,USE R AL BLADE 1 QUALIFIED WALL HEADER/SILL SEE SECTIONS FOR VAUDI7Y:' SEE SECTIONS FOR VALIDITY. OL'AUFlED FCR USE tu/HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP BLADEC ONLY. BOGd-76 ALLOY AND TEMPER Y .I GOkIP'v^NENTh 1 8 !1 72 I ■ )( Y t 1SiS X H,Y!dN,t I s 1" 1' O,C62al 2" 2 I ' O,S25' �(� ( ?' 5-M0. 1/6• � tls- 1.090` 1ff t'^ 11 �' SIDE ANGLES E l x quALIFIEO FOR us= w HV ALUMINUM ANGLES a 25. I7.MAS I D 790.((D 19s- 20 CORNER POSTS / _.X�.L.._..�... �A RED FOR USE W/ HV BLADE'i"1} OVALI'L FOR USE,1W/ KJ - --- -. BLADE(D 13063=i6 ALLOY AND TEMPER BLADECl)ONLY. ,` Z" IS•ktAx,j0,139- 0,131" 6:63-T6 ALLOY AND TEMPER 6063-6 ALLOY AND TEMPER I FLORIDA$J[!.$ING C00E(Non High Velocity Eturricer.e Zone` rraa,lisyiii��� 02011 ElSiER4 METAL SUPPLY,KC. tQ;;;�civss ;> ice` Accordion.Shutter System. _-� _ ? /�l 1 E C wWc. t ■ ■ it ILV.BATE gi %V/,0,9 YtfO HV.YAN7111 BLADE �A10' 4.167 American Shutter S terns TILDE TESTING k ENGINEERING COMPANY � .n cae4�a11ore aATc :Dr+Awx Gr, ac: a Association. Inc. ! OLD 11-063 11/23/!1:011"-• tI/29/li ays a.w:e:a;ry s1a lcs. xcF ct(20-5)871-15311 20-5)r oma-a+ea (3D=;ai a: x ra (3o_)s71 uJ1 4268 We ecch,s L .3,5 2 D.RriWiNC NO N, --a: °""Q6e��aL.o SV6s[ Balm Secch, FL 33407 ± I —19,Z Fs N�\1171 WFoa�acn Uc 0 41187 s SHEET' P, -& �j�,�3tff 11/DATE a1 2 OF 2A 4 92 74 -0 wrzb kOUMC EXM�L SAkED PkNMD C2 Tmv-) 98 CAST PAWTM Fki I -. - z &KEYS(CHROW pwm) 21 KV CENTERMATE UALIFlED BY LOCK R USE III/ HV BLADE(1:) ON HV-FLOATING CENTERMAIE KV EGRESS LOCK QU ED FOR USE W/ HV SLADEg)& ONLY 606.3-TO ALLOY AND TEMPER QUALIFIED FOR USE W/ HV OUALIFIED FOR,USE W/ KV 6063-T6 ALLOY AND TEMP HV CORNER CEN BLADE Q)& Q)ONLY. ONLY. fi OFIFIED FOR USE W/W FEELAIDME�l CONLY 2.67b' 6063-78 ALLOY AND 7F,1L?ER PLASTIC Isla* 05a' 9227 2 -Mo TO 4045, SCREW N.� J L,60,AFTER A ma -k Ems* '0 - eEFCRE RIVETING IA" 14" 1/4"9-20 S. U C 1/4"0-20-RIVNU 7 -11 11 sum 1444 Aw"WIC2024-13 ALWYJ LARaE Fu%= iN 94M hVISERt.PART j C420.AS XkNUFACTWnWED EYCK�RRe I-V=N.FAMPPENY,fMV ZRW 07054 OR PLAN FRONT MALE -T- WrK CENIKRMATE 4-ses" I L�� E AL LOCKER FOR -T- LOCK CENTERMAIC OUALIFIEO FOR USE W/ HV BLADE(I)ONLY CS 14V FEMALE "T" LOCK CENJERMATE HV "I" LOOK LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE "AUFIED FOR USE W/M BLADE C 1)07 CILIALIFIED FOR USE W/HV BLADE 10ONLT DMUFFIED FOR USE W1 HV BLADE A ONLY.(ONLY W/HV�GLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER :6063-T6 ALLOY AND TEMPER 3.561 Ail Twjv2TUNl �J -7 KEY CraNDER In Ila .12$*M." L! 2 LQC 405 ��Z HD CEN1f&W-6f=%L'L0CK1NG RO I OLAUFI. USE W/HV aLA LAY Q��, 0 1" -T6 LO FOR USE W/HV i .3 ALLOY AND TEMPER ALLOY AND TEm,?ER HD- CENTERME9 71U-F Aj '03-T6 A L VA71M 12 MNL 0UALIFIED FOR USE V41 HA'SLADEQ)&CX1 130, 6063-TS AVOY ND T—PEP 09 K -Y B ER 1,78 11u, LOCKING ROD LQ Q D 1, E 01 —,75-0 HD LOCK UAIJFIE-, FOR USE W/ KV SLAT) 1�-A HV 20 AISI 304 !ae RECENT HARDWARE UOR'ISM LOCKS-SERIES 23.33.KOK DOLT LOCK 800-T6 ALLOY AND TEMPER HV AQML, QUALIFIED FOR USE %11/ HN BLADE OUAUFIFO FOR USE W/HV BLADE THUMBSCRE0 ��M[FS- S.S. UA F! D FOR USE W/ Hy BLADE T4; �O INISTALLATICIN WILL REQUI%E A 7/16- 101 THUMBSOREWS tj 'E D ATTRACKS FOR PROPER EIIIED, "D F )C' I FLORIDA BIADING CODE(Non High Veiccity Hurricone Zone' till" 02011 EASTERN METAL SUPPLY,tNC. -8-MHA --F c­`o ,t4 7c Accordion Shutter System Im E A.S.S.A■ KV.SLADE#1 %V1 OR W/0 H.V.M&N BI-ADE American Shutter Systems Irv.Na CATE CPV�N BY: 7ILLIT TESTING& ENGINEERING COMPANY aLwalpyloN A0. efts rLm W.-S--St..3Q.�w u-MIS.RO.--k 33156 Association, Inc. I OLD 11-Ce3 11/24/1qwc, ft—,0 (-n5)871-I530.F.. Drive 2 DRAWING No W :5.3esk Polm 2each, FL 3 407 3 0 n ,LTrA".TILUT tl.P.C. 411-192 FW;rDA U.#-167 1 SHEET I PZ jis I OF 20 *NOTES ON Hy LQCKS ONE H'J.LOCK,�art��SHALL 6E USED AT l/2 OFSY.UTT£RSPAN.FC �W OR 12"ABOVE OR 6 OW 2 OF SHUTTER SPAN FOR SPANS UP TO LL105",AND FOR INSTA*,AONE T ANY 1T ELEVATION.HV LOCK cr NAY 6`4 USED AS A4 R151DE OR iNJiSIDa LOCK,ATTACHED TD.any OR CENTERMATES W/(2)} 1/4'0-20 x 1/2'LONG FLAT HEAD B.S.M.S.LOCATION OF LOCK SMALL He AS INDICATED ON 5HUTTER ELEVASION. i Uw(1� ,,�� •�.�y�,1� I 2. ar UP 70 No W.. LOCKS V✓^1 1 ' Rf OR MAY 81 USED'AS AN INS11 c t OU I E LOCK.CONNECTION OF LOCKS TO CENTERMATES ' OR SHALL BE AS INDICATED ON NOTE I ABOVE ..�yi Ff, LOCA ON OF L ON ICAL:k1U tt el.av �1jj neV .� =lK CKING ROQS ARG SOT REOUtRED AT UP.RiCr,NE POSITION, BUP MAY r ¢a + Sa C2S E USED IF DES.IREDHUTTER PERF MANCE: l.00KINC RODS OR'PN ALTTRtNAT Q"-YlCE MAY ALSO BE USED POSITION (MGN HURRICANE POSITION). I 4. K a SHALL BE USED a c R ANY SPAN AND IhAW1TIGNs AT ANY ELEVATION. FN LOCK or HALL USED f5 AN OUTSIDE OR INSIDE LOCK, ATTACHED TOCCORNER CENTERMAATE W/(2) 1/4 0-20,x 1/2"LONG FLAT HEAD S.% M.S.TWO LOCKING RODS a "T NO AT-TOP&BOY M SHALT.BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.- R MAXIMUM SHUTTER SPAN SHALL BE 0--r 4NED AS PER SCHEDULES SHOWN ON SHEET 12. lea 5 .5 9. EqB _s II8.22:ONE PLTEffi HN LOCK-0 F�MAY BE US7 IN LISU OF HV LOCK R o FOR ANY SPAN AND 1 ?< INSTALLATIONS AT ANY ELEVATION.ALY.RNATE LOCK MAY SE.USED AS AV-}NS!DE OR OUTSIDE LOCK.ATTACHMENT ' I y8 ~{ `� ^. OF 1/4"9-20x3/4"S.S.THUMBSCREW TOO OR 0 CENTERMATES 51-fLL BE MADE W/ 1/4"0-20x3/4"ALUM. t 9D77 �Hi � H,� b y RNNUT AS SHOWN ON SECTION H1c.SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 / .S y$ Cj t,•,,i LOCKS AT i/3 OF SHUTTER SPAN. -� 8: 7:ATORY CONDITION 43,FLLR KFYSTON MO IM MD WMI 1ATIONS ONE HV LOCK 0 ar"O Cr. 6 SHALL BE �! USED 4T 1/2 OF SHUTTER SPAN FOR-ANY SPAN OR,12'ABOVE OR'-BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP TO 98'.AND FOR INSTALLATION'S.AT ANY ELEVATION,HV LOCK 0 or ..or @ LSAT BE USED AS AN INSIDE OR OUTSDE LOCK,ATTACHED TO LTi or SYMMETRICAL CENTERMATES W 2) f 4"-20 x 1/2*LONG FLAT HEAD S.9- SEE EetiOSFlA � i M.S.LOCATION OF LOCK LL BE AS 'NDiCATED ON,TYPiCA.SHUTTER ELEVATION, USE OF LDCi{i:vG RODS 0W/ CONNECTION C t OR 03 TOP AND SO.-TOM IS COMPLETELY MANDATORY. 7S rrP,FUEL " *NCITES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER 1,RMOND AITERNATF TO MANIDATORYSI(}NOIRDN 11 VAun ONLY FOR NU'T'IOW Ah-AND CENTFALIAM:W AND CENTERMATE OIJ£ALTERNATE IN'T'LOCK MAY BE INSTALLED IN UEU OF HV LOOKS OR Q'07 -C-010'@- fL: [+ QQAi FOR ANY SPAN AND D a1 6 ] a1 8x'10 X11!!� €N5[ALLA?1GN AT ANY S USING 0R:.ALTERNATE LOCK UAY 8E USED AS AN INSIDE V OUHE,- LOCK.H MUST BE OF LOCK S("0 INCLUDES USING RDNFORCING LOCK AS SHOWN O:N SECTION FNG,SHEET 9,WHICH MUST 6E i0• 1a r * l ox CONNizad,TO CENTERMATES 0 AND(ES,W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' r• WtINGNL OR VY/ 1/4.C. 200'S.S.U.C•INTO A 1/4'01 5,18'PNINUT.LOCK MAY BE INSTALLED AT NiOSPAN OR 12' . I��,•�•t�/jti�-v+ �,at Id3XIMU:t AEOVc AND BELOW,MSDSPAN.USE OF TWO LOCK1,`i,R02S g' TOa AND BOTOM IS tf.A:TDATORY, ®� 8ap�•1�3v1gI•�SlOe�• lg *NOTES ON HD LOCKS & Cf�[ERidAT£S:_ 1.110 LIC %HD C��L91 aR e21 W/© ; ONE ALTERNATE.HD LOCK C,4 W+Y6E USED ih UEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION HV LOCKS(?3 OR @2p FOR ANY SPAN AND INSTASATONS AT ANY ELEVATION.ALTERNATE HO LOCK i4 LAY BE USED AS Ni INSIDE OR OUTSIN LOCK.ATTACHM04T,OF HD LOCK 0 TD g IS W/3$B.x 3/8'FH.S.S.M.S"A*•.T' LNCLUDE'S N•T. PuNFDP.O MENT INSERT 4 AS&OWN ON SECTIONS HO9-HVa AND HDC-INC,SHEET 10,LOCK MAY BE INSTALLED AT WC-SPA:OR 12"MaVUM BELOW OR ABOVE MIOSPAII.USE OF LOCKING RODS @'IS COMP-t TELY OF7101AL. -FLORIDA Ul Dn igh Velocity urriccne Zane 111,dP�LER A• Tl(�-% 02011 EASTERN METAL SUPPLY:INC. / ; TTA \CEfJs •.•�9 A Accordion.Shutter System C® 1 N c. ■ ■ ■ ■ H.V.BLADE#1 W/CR W/O H.V.'M=d BLADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY a+.n4 Dac6min D4rE DW,'+N et: As. �'•. STRTE OF esTs tt. ar_sa s x.s a N JVA cxs;wv'u ales Association, Inc. 1 Gut 11-063 11t2a/11 OATEr 11/29/11 ---r-� ana,z:csDs}aYt-u3D.Fx.:(ses;e?1-1ss: 4268 WesVoeds DrIve 2 DRAWING No '.4� QRl6•i` `�`4 tT�' 0-m t ufte-_g7awi,com West Paim Beach. FL 33407 ` 11-192 S 111 widen A.1wt s.IX- NAL P.E. ....;ti/&241kl`1 GATE FURIDA 1m.0 44167 e Shy T or 20 CRETE ANCHORS POURED CONCRETE. OR CONCRETE MOCK POUREO-+ POURED (SEE SCHEDULE ON REQUIRED MNE SC/AEv15.S• CONCRETE\ REOUFEO STET 13) CONCRETE ANCHORS REOUR cOR 1 ` / (SEE 5CHEDVtE ON W/1/4'20 . CONCRETE/1.G'iaRS / Q�B R`JA:itSTN+=(s2 MMMM300N 5-M 7) 1' SHEET 13) NUTS O 12'04, (SEE S HEDULE&I SHEET 13) +, I --- 14 1 (-' (•Mtn. i/a'o-20acgv EOJ•••E"v -"�-MACi4',I"i/4-Ft15 y E4 E6 0 12 1 j4'-20 NUTS /9 O 12 O.C. O .250'Moa. ---'i' i ;I 3 OR 5 * -p I 'LlA'�.II 25D• ?' `-1 NAJEWRII T} 10 OR Cf•A� jA 1. E%t ,,.r .._ UIN.SEPARATION TO CLASS E%15iiNC i ON aim may? 1 t � 1 r 1 O16S5•--~ '(SEE SCHEDULE ON SN-GTT 11 mGCLASS aAa50}s a ', r NIN.SEPARAITON TO CLASS J I GLA"i _(SEE SCHEDULE ON SHEET 11) H' —I - @ HV WALL HEADER INSTALLATION BY WALL HEADER INSTALLATION 8V WALL HEAQER INSTALLATION + KEYS'T'ONE J MEN.SEPAM'EON TO GLASS EXISTiNC ��.a Nov,wwtkm GlAss-i ��s�ui�s4b. �--'—(SET$C zOuLE ON SHEET 11) EXISTING— OR �A Mw,SFPARADON TO CLASS GLASS —W 11 FOR MAX —(SEE SCY.E'DULE ON SHEET Tt) �i r ( 9a KK�R6 E%t5fiN0 1 j..�OPTIONAL GLASS_ _ t e [ f(YTsGNAt OR Q Eo f I/ f13 © � I L I• aR2� �•-1_ ._.T J4'9-2at3/a•S.S. PHtl11PS 1RU55 NEAO t ! Ifx`a-20,3/x`S.S.PHLUPS i EO -EO MACHINE SCREWS USING l CA`iC!LfE,UCHORS TRUSS NM MACHINE.SCFIDWSS 14 !f / 17 se 18 4V (SEE ET SCHEDULE ON w/1/4•-20 NUTS o 12'a.c. eoND rTE ANCNORs fJ1 /'-2a wDTs 0 1r O.C.o.D. (SEE SCHEDULE @T,SHEET 13) ./ LEI,. POUR-NCRETE BLOCK 5:: T 13) POUREC CONCRETE RS CON.,�cT.St!•-K R CONCRETE:i 0. y kzNN,TE ANCHORS R'0� i4 ' REQUIRED HV WAIL SILL INSTALI.�TION (SEC.SCHEDULE ON OF HY WALL SILL INSTALLATION POURED ICNCRETE SHEET 14 OR C04CRETE BLOOK. WALL REOUVtEO Q HV WAIL. SILL INSTALLATION NOT(108 CC:I`N=2 - ° INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYPICAL SHUTER t E 0. ETiOE DStANCE 4 SEE UMC ATIUNS OF USE FOR ASSEMSLY J1 N V BLADE 2-MDUN'1NC SECTIONS CAN DE COMBINED (SSc,sPECI€IWPANs aN SHEET 13) BLADE 1A ON 54M 1P 1N ANY WAY TO T.0 AW iHSTALLAT N. FLORIDA BUILDING CODE(Kon {high Velocity Hurricane pone' IIIITJJ7. ���Y (9201: EASTERN METALSUPPLY,INC, 4r~�� AHV TM 1'�? er�s s.'?= r► p� Accordion Shutter System ho 44167 kuMADE 1 w/cx(w/o+Lv,N7N�N RADEE Amertaan Shutter Systems .N aESCFPDON DATE IXUnrr Rr: A4 TILUT TESTING & ENOMEERING COMPANY Assoctatton, Ina. , OLD 11-DS3 11f /R1 DATE 11/29/11 ElAS I4Y..§M.S!.,'S;e.:Y�S.T?C3c'.A Pd.B:ffi+4.RG,?:G1::165 c1 STATF CIF cr f26E WesTroads 6rFre z Pra�.r.:(305)e71-1531.P.,:( s)a71-1511 ORAttiIt+G No 11P, lsest PoIm Seoch, FL 33407s .t .I2� WALIEW AT 11TJv.P.E. a11 19L`S 1'IFLORIcA Ua/441675 SHEET r"'s o V�btl�6DATE s 6 OF 20 SEE--END WALL CON1 -S 10 & is SEE NOTES ON LOC 410 ams®.M t=s®{r p FO-UT] IN ' EXSTItiO GLASS INSTALLATIONS W f 1 HV * ° aLAm 51.-cK QETAY Nw tvmm F06'&L BLADE Wj, HV CENTERMA ES r—,,,T— H ­—o OR 1 ®G4�• 3�©•i�a f—MSTiNO CLASS ----- -------L--- -------------- -- -� T.21{/6•A'-2 ; I ®,®a�.:!•©al®�® 31/{• 7• 6 1/2• 7- rooa3-re uw. i OPPOSING SYMMETRYCAL AYExk W/t21 tr{'0 TMC^wy AN[^^QRS To cu�trs>:re -'r, CE TE MATES CE TE WN, naAIRON (41;E10+1/2.w/mr T17E£ ! '•OyJ/4•filJ,S,ti 1Y TO �5 - O.G.FULL tMV.T. V 0 T (SEE.S HEOJLE �. AT E"A.NLE.(ttP) ' i ON SH 11) 5�.. `! J �* �7 � 2 xv VT ©, OUT * _�C A. �A H � �a©•��.®«to.�a PcuTE coNe4Er ca . mnc cuss coNCRErE eLagc t4A.L Ob .V*.©a(�*7O.�at a ���� ♦ a 1 REOt;'.EO SYMMETRICAL I N 7 7 u�. iRARC:N —� a Ass 8 8 oc 5• t - 5 ' ExISTIN j CENTERMATES 6 I t�13•® �•®wO.�7 0� To CHM I GLASS , 1 W/ HV LOCK�21 6 CPTI(INTeR O•�w�'�°"t y.® (sN S-Er 11) ON STET fi) lAN.Sc7ARAT10N �*,II �a TO GLfSs I IV OPTIONAL����77 GAN 58E 'J7 OxTERiOR' CONCRETE' . -- —. aa, - i <p OUTOE Is,rYr✓x.s�c 1 GUT C3' ' (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING COD-(Hon High Velocity Hurricane Zone 0201.1 EAS VIN METAL SUPPLY.INC. 1 �Q ; ENSF ,"9A■�■S■�■ Accordion Shutter System :z.> f�. E C A i td e. H.v.aADE#1 W/OR W/o H.v \141WN KAD: TILLIT.TESTING & ENGINEERING COMPANY American Shuster Systems !� ocscerna+ Gaff auw"eY Ac. a ♦ AssoolGtion, Inc. 1 OLO i i-063' 1 i j29 i OATS. 11/29/11 _ STATE OF .` e3>s :J P s,s.>w F raao s tc aTyee PM m (-J0it97i-,Sy...Fo.:(JCE)97t-,s?t 4268 Westraads Delve s DRAWING No Ot •.fLpRla�` \�1,�'� e-*c t= zoah.sg Wi cam West Palm Beach, F-L 33407 ; 11-192 TER A.Iff, P.E FlA `ss'/�•••••••� 1°' xOa r 0 44167 S 5HEEi P,E:'SE¢ •y�"TUi�E/DATE a S 0 0 T POURED CONCRETE OR '°--POURED CONCRETE, r'DURED CONCRETE UrZ=.b CONCRETE, V CONCRETE BLOCK WALL OR CONCRETE �OR CONCRETE�� __•�f �„_._.. (L CK WALL IE FLOCK WALL REQUIRED MOCK WALL REWIRE �j' (LOCK yfpiL REgU;REO // REOuttiEO / ,—EXIS71KOr GLASSI E)OSrNO CUSS C174CRETE ANC COC, —EXISTING GLASS I ) _{ { 2'tqN EXISTING CLASS/ h-LSN.-2•M ! .SEpA -7 TO WSS(SEE fff Vx SMARATO1 SO M-LILE ON SIM / ij i t rev. / ED EO TD GASP(SEE f II FOR�.M AM f` 1 %?!�.N.t`<3�k'R � 1 TO GASS(SEE E .soiEm ON EMMET I/16'k3•MAX. OV 9He'ET t9 FCR � / !! 11 FOR B.AGENAv] (e08a-76)GOVT. FOR paw 12 1l F�HA-OAND (LOCATE A7 ON SEET I9 FbI ALUM,CLOSER _ _ ; / 1 ape FOR 1 f� a,SW 19 FOR EIIO SIDE--1 ©�Q� PLATE.(LOCATE' 1/2" ON BEET 19 OF 5) AT EITHER SIDE t f2-Miti. OF®) L USE 'OR 2'MAX, gsDx7/2•S.M.S. I ( _-- (AS APPU LElzz'x1�/8'zC'-z' I glQkt/2"S.N.S__/ O 16'Q.C. Y --•' AlUF17N'J!A _tP ANGLE C If'O.C.. %OR (6063-T6 GY)AT MTOK-4URT (1)#10m/ S.sA.S.-T0©dCONS ANCHORS TOSEE D TAT 11 F0 ,1 OR EITTHER,SIDE •F.'OCA � D SDE CONNECTION ALJ RTEE DETAIL X FOR ( OR TO TRACKS OI «®wOOt ®°51DCToTRA 10N ® £DEON X FO /i j 6•)v.010 TO TRICKS � a 6 7 a g �'•a,•�'®•�« SIDE CONN TION tel-® «®U ®« ®0-0-0.O-@> 0 @-0-".a- 0- fl0 0m© Oa 0«0•©«{fl•0« Ca?+®«®®�®«0•0 g• a END CONNECTION DETAIL 1) END CONNECTION DETAIL d END CONNECTION DETAIL END CONNECTION.DETAIL / i-POLMD CONCRETE OR .A.RECttIRED ONLY FOR SPANS GREATER THAN 12'-0• IECSTINC,MASS f CONCRETE BLOCK WALL '-- �t577N .AI �` REQUX2E0 -- --------- _----- ___ WN,S`7'ARA71OPd Qt sit f2".S.M.. —• J• l l ———— '0 CLASS., a 1> YM SMARATION 4_ . 9(7e0UtE Oi SES E IEE O Slicer b ------ --- _ �.J VR®D?q0R 17 FO.R Ems• QAw CONCRETE 1/2.Stitt, . S(SEE j 1 DY 3F.£r 19 FCR ANCHOR 6— tv •1 IFOR SLAKE pAND __ 1----- 1�Lj OR®D2(�OR� CONCRETElz / f [n/CE5©d' t9 12°O,C. , / ON m4 FOR - --� �•_TD S © oR@ 16'O.C. 12 MN. / J ---+- 4 2`MIP:. 2•N •-�<'g7MITAFiCPS OF USE F[1R im,f E!AOE to ON TREET 39 �ORQDR�OR�OR� =!-aW 5 e DR 9\1 PLAN /POURED CONCRETE OR 6 OR ®. a®«©.p«a •�a �r�,�A2°�'®« ENDIAN INSTALLATION CONCRETE BLOCK WALL A� I RECURED ��. �•x.7'«0•�©•ti7m I 6 a�a©*�l'J'�°' 1 0p4 O 0« 1 V BLADE OR HV WINDOW BLADE INTO 0 0m0•po®•�m 0"0«0 �O'0a a CONCRETE OR CONCRETE BLOCK WALT END_ CONNECTION DETAIL 5� «�s®SND CONNECTION DETAIL© «® «� I FLORIDA BUILDIivG CODE(Non High Velocity Hurricane Zone : 02011 EASTERN METAL SUPPLY,INC. A. BERTHA HVT, ®,N� �� ����� Accordion Shutter System 771 L7T7E; Ido X416 H,V. RAM#1 V1/OR w/o H.V. WINX Y BLADE 7 • American Shutter Systema e,N 9 swat R ox,x .K a. AL. T1LLtr TESTING & ENGINEERING COMPANY Association. Inc. 1 o:.:e t1-063 i1{29{11"TE: 11/29/1-. 6355 N.N.-V. $L se_4 l"f^..h"'.!Q4F�tiY,Flan^c+.`Jt<f. CTf QIP . ` P>sr=:(?O5D67t-153a-Fax 1(3057631-1531 4268 Westroads Drive 2 p F ;'��,` <-^O� �'• %lies, Pa!rr1 Beach, FL 33407 y OZi%YSNG No w11TEa A RLR Jr,P.E 11-192 NN I FLC;Dw U./41I63 1 5SHEET 0 P.E' Q� t, T,y?�/DATE SCHEDULE Al: SCHEDULE A2 SCHEDULE 03 MAXIMUM SHUTTER-SPAN 'L+OR 'L- MAXIMUM SHUTTER SPAN* °L+' ft.. FOR INSTALLATIONS'W '3R "L " SHUTTER SPAN*-L+'f-" INc_T�.imaN P."NQ �.OIf.S; ( )M1.,.v���® �L AL OR L-" (ft.) FOR OR L-" (ft.) INSTALLATIONS —k^"---�— CENTER'TM &. or�s3 or{4vJ INSTALLATIONS WI W/ ONE H.Y. LOCK 0j or @ or or W/ N E'HV LO CONCRETE& WOOD PO TIV XS.D.MAXIMUM SIGN RES SPAN FORA GIVEN 'Pf `�ja' QL W/ONE HV LOCKS MAN50RY L-: AU.13 DESIGN PRESSURE RATING, HD LOCK Wj NO LOCKING RODS aT ONE HV LOCK ar or X77 L-: MAX.Ia4XA OY L9LE SPAY FORA GIVEN NEGATN OR ` YS/ NO LOCKING WALL A, B. C. 0, E. N, N, 0, P. O, CENTERMAT'eS @&{�W/ ONE HV t W/N0 LOCKING RODS� A5.0.DESIGN PRESSURE RATING.. LOCK @ W/TWO LOCKING RODS®TOP &. (SEE NOTES T;tt) ODS MOUNTING F, K &-1 - R. S, &V. !ID FOR MOUMLNC 1 BOTTOM (SEE NOTES ,ff N-.. (2)PROCEcuRE TO DETERMINE AWICMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H, I. It,J T, U, W & % ( / ) FLOOR/ CEILING! &14+)60 INSTALLATIONS CONCRETE&1Y000 CONCRETE •StOUNTING & M WALL MOUNTINGS FJP BOTTOM OR FLOOR CElLINC; Asa ee As°�'u 1 T IA. N tis' Be" INSt.uA'D0,9S GWEN A POSITIVE A.S,O. DESIGN PRESSURE RATING, :Rc WALL MOUNUNG FLOWCEIUNG vlussuu WAIL MOUNTING r 5sfr4c DETERMINE MAXIMUM SPAN -L+"FROM SCHEDULE., N°'A'n4 MCUNRNG 1U"f'RG &. PANy1 FLOOR/CDMNC UWNiL+tG GIVEN A NEGATIVE A9.D.DESIGN PRESSURE RATING, (it1') (N�'I RC�)COur<C MaUNi1NG L0.0.1.7OR FIS u1.Ma4!agNO 15 DETERMINE AL4XLYUM SEAN 't-'tRC3l SCFtEOULE. ICJ t-(4? 0 MAMMUM SAUTTER SPAN-L+"OR-L FOR 30 ORES 36 L '-0' 76"-0" 16'-0" I6•-0' 30 ib'-O' 6"-0" 30 W-•0" 15-0' INT'FLSAVONS INTO WOOD SHALL 8'c UMRED TO FINAL R!Al(IMUM ALLOWAB'_E SPAN IS EOUAL TO THE 35 14'-10' 14'-IC' 15'-2' 35 i4'-10' 14'-10" 35 16"-10` 105 pd.A5.0.DESXIN PRESSURE RATING. y>AM i DETERMINED SPAN BM1, N'L+`AND 'L-. id'-D" l5'-1' 40 13'-10" Q- 10` 14'-2' I5-2' 40 0C_101 131_10` -40 14'-2' 15'-2' i3)PROCECURE TO CETERM;NE MAVMUN SPAN FOR 45 13'-I' 13'-t' 13'-4" 14•-3" 45 13'-1' t3'-{' 45 13'-4' W CORNER CENTERMATE 13 MAY BE USED Ai ALJ. COMBINATIONS IN 6ETWEEN WALL MOUNTINGS _50 t2'-S' 12"-5' 12'-8' t3'-7" 50 1T-5" 12'-5' 50 72'-0' 13•-I' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIGNS N!/FLOOR/CEILING MOUNTINGS: 551T-I" 12'-11' 55 55 i l'-1" f Y-11' SHALL 9E AS INDICATED ON MANDATORY CONDMdN J2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 1 f'-4'" t 1'-4' S'-7' 12'-A• _ 60 11'-4' t 1'-4' 60 10'-2' 10'-1 f' NOTE#5,SHEET S. RATING: 65 1 - v-O- 65 9'-5' 10'-1" OETERVINE: 70 14'-6' 10'-6' t0'-9' s{'-5' 70 10'-6' t0'-8" 70 _-5'-4` 9-} Li+- MAX.SPAN FOR YUll.MOUNTING INSTALIAT":ONS, y 11+-MA%,SFAN FOR FLOOR/CEILING MOUNTING 75 t0'- 10'-1' 10'-4' 11'-1' 75 101-1' 10'-11 75 6'-9" 11•EXCEPT THAT MAXblLM SHUTTER SPAN%L-OR INSTALLATIONS. 80 9•-10' 0-10" 10'-0` t0'-9' BO 9'-10' 0'-f0' -L-'ANO PARR V ASID.DMI10 PRESSURE RATIN;,FOR FOR A GNEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' _9'-6' 9'-°_' t0'-5' 85 _ 9'-6` 9'-6' w5TA'1ATICN5 INTO CONCRm OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3C 9'-S` {0-t' 9Q 9'-3° 9'-3' SHALL BE UNITED AS FOLLOWS: DETERMINE: I- CONNECTIONS TO KEYSTONE MOUNTING 95 0'-0� B'-9' 9'-2' 9'-70'. 85 9'-0' 8'-9' if-® MAX.SPAN FOR WALL-MOUNTING U�STA111JtONS. LIMITED TO +64,-72 p.O.t.AND 8'-C"SPAN,SEE Li MAX.SPAN FOR fi06R/CEILING=MOUNTING 100 6'-9' '8'-4' 9'-0' 9'-7" 100 6_-9" ..B'-4' MOUNTING MOON SHEET 7, INSTAL.UTIONS, 145 8'-T -r'-11" 6'-0" 9'-<" 105 6'._T Y-f 1- 1 10 6'-<' 7'-7' 8'-7" 9•--2' Ito 81-C7'-7- FINAL MAXIMUM ALLMAEL E SPA`f IS EOUAL TO THE .. 115 8'-2' 7'-3' 8'-4-- 6'-11'- - 175 .. 61-2' :`-3' MINIMUM SETWT=N 2,+',"l3+-.11=AND il-• _.. 120 ..�B'-0' 6'-i,` 6'-1" 8'-9" 120 d'-0" 6'-1L" SEPARATiON� TO GLASS SCHEDULE - -. 725 7'-10' 6'-8' 8'-0" 8'-5" 125 7'-10' 6'-8 iALLOWABIF SPAIN AND GO'TO ANCHOR CNEGGATIVE A.S.D.DESIGT�IfFUt7 130 7'-6' W-5'- 7'-10' 8'-1- 130 T-8' G'-5' PRESSURE RATING TO DETERVINE MAXIMUM ANCHOR 135 7'a' 6'-2' 1.-9" 11-9' 135 7'-7' 6'-2• WIND ZONE MINIMUM SPACING. 140 11-5'_ 5•-11" 7'-% '-6' 140 7•-a" 5'-f," ASTM E-1996 SEPARATION . 145 7'-3- 5'-9' 7'-5' 7'-3" 145 7'-3' TO GLASS 150 T-2- 5'-71 7"-4" 1 7'-0' 150 7'-2" 755 7'-0• 5'-S" 7-2" 6'-9" 155 7-0" 5'-5' 1 THRU J' )' 160 6'-I1°._.. 5-2" 7'-7- 6'-7- 160 6'-11" 5'-21 165 6'-i0' S'-1' 7'-0' 6'-41 165 6'-10" 5'-1' - 170 6'-2" 170 175-"" 6- -_4'-9' 6'-9' fi 175 6'_7• 4•-0' H BLADE 180 _6"-6" S'-70" I60 6'_6" 4•-8• 185 6'-5' 4'-6' d•-7" 5'-8' 185 6'-5' 1'-6' 190 fi'-4' i'-5' [B'-E' 5=.6' i901952CO 6'-2' 4'-2' 5'-3" 2D02O5e'-i' I <'-7' s' Eos 6'-t° 4'-t' FLORIDABUILDING CODE Non High Velocity Hurrlcene Zone' 111fU•��R 7/,4_/--_- 02011 EASTERN METAL SUPPLY,INCA BERTHA HVTM - - I E ® 1�� Accordion Shutter System ■ ■ ■ ■ HV.MADE#1 W/CR W/0 FIV,114NDt7N OADE - y c American Shatter Systemscv.X o scz�es OATC DRAUN BY:M,cv.LG. TILI.IT TESTING &ENGINEERING COMPANY Association. Inc. I OLD I1-CSI i1J2311:0i1E: ,7/29/71 -t1 i ,uTA'(C OF fi ess xA Esu.Se.s._Xr vs,� eA eLN.vs,rf Oma- v,ea � PAcne (305)971-1530.Fc.t(3cs)671-1531 4268 Westroads Drive 2 \�tt a TM+ ia'uaoca.<om West ?atrn Bebch. FL 33407 3 DRAWING Na _ ro-0caG710 11-192 sSIO NAL���;1P' WA1LTrn A TUT J,PS P.E.+9DLf.'/O14YrG�Q*/DATE 6 neRmA I.,/a<167 6 SHEET 11 OF 20 w CN Z 0 p0 > Zn 2: z 0 of C— 0 Ko CC Z rn (fit IS g W V s» CD W > Z 0 iE m �o > e5 (T) tL zz- 1E —, --- -------------- ..... ...... ......... ........11.q. .... .. ....J-a...... .... ...... ....... -T-++ X.'. I[- I I 11 lit d"? I I 1 1. 1 1 1 1 1 11 I Tit it II I I ga V _V M . I Imp I I t I if E ti m lie 4 th lg' -- till I ' I . . . M ) 111 Ill I I I 11f I I , 11 I 1 11111 1 lit 11 1 1 . 1 11, 1 1 .............. e Rie've 9 2 e!?q'2'2'-je e 2-12 e1v-22: 2 W1- t YA IF =vv S!Nil j� I lit- al -- ---- - •��o ------ z(A 11111 I 1111 Zp ------------ - ------ m 1 4 . . . . CD . tc . .. .......... 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