Loading...
HomeMy WebLinkAboutProduct Approval Florida Building U).fle Online Pagel of 4 lorida De l mentof CIS Home Log In User Registration Hot Topics Submit Surcharge : Stats&Facts . Publications FBC Staff BCIS Site Map Links Search Busines rofessiI Product Approval V USER: Public User Regulation UZOONEM Product Approval Menu > Product or Application Search > Application List> Application Detail WEE` a FL # FL389-R5 t . Application Type Revision Code Version 2010 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 h'. bfeeley@easternmetal.com - orized Signature Bill Feeley s•. [rodriguez@easternmetal.com Technical Representative l Address/Phone/Email � Quality Assurance Representative Address/Phone/Email http://www.floridabui lding.org/pr!pr_app_dtl.aspx?param=wGEVXQwtDgv YYHH2vJvx53MwsXdCOtOX3 bENFON I QQc%3d 5/9/2012 Florida Building Code Online Page 2 of 4 Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwq 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 RS-Equiv EQUIVALENT LETTER ORIGINAL.Pd Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOX3bENFONlQQc�/�3d 5/9/2012 Florida Building Code Online Page 3 of 4 Date Submitted 12/21/2011 Date Validated 12/21/2011 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 - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 11- (top and bottom) for storm protection 190 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwq 11-190 ASSA.r)df 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 FL389 R5 AE Droduct evaluation drwg 11-190.12df p.s.f. ASD negative load the HV3 blade w/o window blade, Created by Independent Third Party: Yes 5'-6" for 110 p.s.f ASD load for HV3 blade w/o window blade I and 9'-6" for 62 p.s.f for HV3 blade wl 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 Extruded aluminum interlocking blades retained by tracks )n-HVHZ)- Drwg 11-192 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RS II ASSA drwq 11-192.pd 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 FL389 R5 AE ASSA Productevaluationreportdrwq11192.pd p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVI 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 HVI and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOX3bENFONlQQc%3d 5/9/2012 norift Building Code U1111ne Page 4 of 4 land pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks 1COMBO- (Non-HVHZ)- Drwg 11-194 1(top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.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 R5 AE ASSA Product evaluation report drVq_11- for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 194.p-df 12, 25 and 28 respectively Created by Independent Third Party: Yes I— Back . IF Next i 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, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(OdbDr.statefl.us. Product Approval Accepts: RR E swurit mr.'rlktcs' A Coy vetislon http:HNVWW.floridabuilding.org/prlpr_app_dtl.aspx?param--wGEVXQwtDqvYYHH2vJvx53MwsXdCOtOX3bENFONIQQc�/�3d 5/9/2012 i GENERAL NOTES 1.BER"N.V.ACCORDION SHUTTER SYSTEM SNDYM ON TtitS PRODUCT EYALUATIONN DOCUMENT(ALIO.)NAS BEEN VEIIFlED FOR CDNPLukMM IN AXXOROMNCE WITH THE 2010 EDITION OF THE FLORIDA BUHAING CODE.11113 ACCORDION SHUTTER SYSTEM SHAM.BE INSTALLED AT RICH Vp.0011Y HUILRKJWE ZONES. DESIGN WIND LOADS SHALL BE CU M14ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED RE'QLBRED BY THE JURISDICTION WHERE SMOTHER WDLL TABLE OF COWEN -M BE INSTALLED WITH A DIRE"ONAUTY FACTOR Kd+0.83,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED INE twimum(ksm.) DESIGN PRESSURE RATINGS WMAIEO ON SHEETS 11, 12,13. 14, 13, 19&20. IN ORDER M VERIFY THE ABOVE CONDITION.ULTIAATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST RECOILED TO A.S.D.OEM WIND LOADS AREA 1: HV..�I (J)It w BY MULTIPLYING THEM 13Y 0.6 IN ORDFAO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INOECLiED ON SHEETS IT. 12.13. 14, 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VEROY INIAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TT=.WERE NOT OVER STRESSED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR 00.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTT9d COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD FURS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUiTER ASSEMBLY 38_44 SHEET 4 All.REPORTS: TYPICAL WINDOW ELME&WINDOW DETAIL -KV BLADE O 0D214.01-03. /0713.01-03,11404.0"ll.,621441-05.10317A2-08;-00609.01-10 AND 00210.01-11 AS PER TAS-201,LAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 Mui y1A�c A Nt-ems'M AM,H�T'TDaw-8).,+�F-H� AND E-1996 STANDARDS(MISSILE LEVEL 0,MO &ND ZONES 1,2&3) /1220.01-10 AS PER TAS 201. 203&203 PROTOCOLS,LARGE MISSILE. (WHERE OGG.YUN2iNliic'�11 -HV WINDOW BLADE Q/0503,01-08 AS PER ASTU E-1888 AND£-1996-(MISSILE LEVEL D,WIND ZONES 1. Z, 3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-f,CONCRETE/BLOCK SHEET 6 2.HV GLADE ANO HV WINDOW BLADE O ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE OMERM.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS 0-M,CONCRETE/BLOCK SHEET 7 DETAILS 3.BERTHA H.V.ACCORDION PINS(HN SORLWS),USED AT BLADES KNUIGNTE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 01492.75'AND 1`140.75'RESPECTIVELY,410-HT L41NIMLW SERIES GENiERRATE CENTQt1JATE ALTERNATERNA HV SHEET 8 STAINLESS STEEL SCREWS WITH M5.0 k&I YIELD STRENGTH AND 180 ksl TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA ACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED TING DETAILS MY SHEET 9 HV U COMM APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION PINS MUST BEAR THE MY MANKIND ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL,BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 8083-T6 ALLOY IS 30.0 kIl AND 35.7 ksT FOR END CONNECTION DETAILS 1-8.CONGRLiE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SNF£T 11 6605-75 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AIS SB E5 OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON SO418 WITH SO k2l MIN.YIELD STRENGTH AND SO ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&SLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA SUALONG CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.BOLTS TO BE ASD!A-307 GALVANIZED STEEL,OR AJSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 411 MINIMUM YIELD STRENGTH. ANCHOR SCHECLAE-WOOD SHEET IS 7.SEE THE FOLLOWING SREETS FOR-ANCHOR SPECIFICATIONS,HN BLADE a): 12.13,14,15 AND 20 MSTALMTOC DETAILS M-R,WOOD SHEET 18 INSTALLATION DETAILS S-X,WOOD SHEET 17 KV BLADE(D&.(13 -WORKING IN UNISON: 12, 13&t3- END CONKECTION DETAILS 7-12&X.WOOD SHEET 18 B.TICS BERTHA N.V.ACCORDION SHUTTER SYSTEM 8EANS A V.S.PATENT 0779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.-PATENT 05'458;179 ISSUED TO EASTERN METAL SUPPLY,INC. 9:IT SHALL BE-THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE'STRUCTURE WHERE SHUTTER IS TO BE-ATTACKED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SFAL/CA LK , ALL SHUTTER COMPONENT EDGES WHICH REMN.NTHRU FASUNRIO IN CONTINUOUS CONTACT WITH THE IRIMMAL TO PREVENT WMND/RIVN•INTRLISKON. TYPICAL SHUTTER ELEVATION 1� 10.EACH UHOr MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL.KV AND NO WE1+}OaW-a"n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND IN)LOCKS. ' It.SHUTTER MAWUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.0.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL.BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENMNG. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE 12.BEIM H.Y.ACCORDION SHUTTER SYSMCS INSTALLATION SINAI.COMPLY WITH SPECS I701CATE0 IN THIS DRAWING PLUS ANY BUILDING AND ZONNO REGLXATIONS PROWDEO BY THE JURISDICTION WHERE .PERMIT IS APPLIED TO. , SI(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT•PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WKERE THE SITE CONDITIONS DEW'TE FROM THE P.E.D. (C)CONTRACTOR TO BE RESPONSIBLE FOR THE SELEL80H,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASET)ON THIS.P.EO.,PROVIDED HE/SHE DOES NOT DENOTE FROM THE CONDITIONS DETAILED ON TMS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTWS RESPONSIBIUrY. (e)THIS P.E.O.WILL BE CONSIDERED 11NAU0 IF ALTERED BY ANY MEANS. ' Nd)SIIE SPECOIC PROJECTS SHHMI BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.&R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.04MBER OF RECORD,ACTING AS A SELEOATEO ENGINEER TO THE P,£.D,ENGINEER SHALL SUBMIT TO THUS tAfFEW THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)THIS P.E.O.SHALL BEAR 714E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. F10itNA DUI3Ai1V tAJUe. NOTE High VeIDC(t F1LNIriC0TH0 ZOOD N iiyM DM 261 I''EASTERN METAL SUPPLY,INC. BERTHA HVTm ti1GEA S A■ Accordion Shutter SSyyswm 11. E c o me.. ■ ■ ■ 1LV.I&=$1 W/OR W/o kY.w MAX AmutOan Shutter Sptums 0Y AQ TiLLTT tESTING & ENGINEERING COMPANY AB31TatattOns Ina. R HOLD 11-963 t I oMa 11/29/111 o's ;N ,` Bus N.W.JIM ILL.I tc 30,vow GAIW4%Rales.3111k1 •fN ST • Ph6aa:(3os)671-15M.FaN H(305)071-1531 4268 WNestroads Drive DMWNG No =e .RICA.•:`'4c4N�1i�. a-ma®W tcan West Palm BeOCh, FL 33407 i t-fi 92 SS/' " 1HAA WALTER A TWr Jr 0.1- SHEET'f<t/aAT'� FL.amA Lr.IT 441671 QF 20 ��4.t• W4— TLt8LAC r .a7e•f ( HV 9D`f180' S?ARTER QUALIFIED OR USE W/ COVERKE UNDER US PATENT 79 HV BLAD£ 1GUALtF1ED FGR USE W- 9 BtADE Tmy WINDOW 8009-T EMPER Q ALIFlE 6063-T6 ALLOY ANO TEMPER E LIMITA BLADE GN SHEET 19 - PER J] t2P 6483.�T.�ALt81`'attSD••iEM,PER • • 4 e7' 2• 842 8 .�_ +,697" 'A 7 .920 s• QUALIFIED fOR USE HV ®IiV WALK—OVER�ETRACK - BLLOY AND TEMPER QUALIFIEDLAD SLADEU(t) W/ HY QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ 8463-T8 At AAD TEMPER SLADEQ)ONLY. tO y RAINM�RD BLADE 1 5063-76 ALLOY AND TEMPER QUALIFIED FOR Uf W/ HY 6083-T6 ALLO TEMPER t, t, ~��. 6083-T6 BttpYEA10 TEMPER VARIES 1.035' g 1.917' .483' 0 .093'' • 063' 483' ,.1 .tQO .560' Bim.• 870 1.656' " ; 670 3329' , _ i s 1 t jay&EILINGr HEADER �'HV ""ADE /SILL 13 HD.CEILM HLADER/,S y QUAUFIEO FOR USE-W W BLADE 1 ONLY 0 UFI£0 FOR USE W/ HV BLADE(T�ONLY, 6063-T6 ALLD�AND TEMPE� QUALIFIED FOR USE W/ HV QLPDE 1Q �4 HD WALL kur SEE SECTIONS fOft VAUDI7TlY'' SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W tiV 6083-TB ALLOY AND TEMPER •6063-T6 ALLOY AND TEMPER BLADE(DONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A e fl T2 X Y t 3411.X K Y MK t 2' 2• .125' . 1• 1 1' .062 Q 2" S"MAX, 1/8' 1/8' 3' 3• .OBO' 2" 9"MAX 0.192" 0.192" 1 SIDE ANGLES �QRNER POSTS QUAS IFlEG FOR USE W/HV ALMUM NOLES ® z.s' 7•uAx. a.19o•' 4.19x° VAGFlEG fOR USE w/ wBLADE(1) QUALIFIED FO USE W/ HV a BLApE(1) 6063-18 ALLOY AND TEMPER 6463--BAEI ONLY TEMPER !�' 2• 5'MAX• 0.139' 0.131" 6063-T6 ALLOY AN TEMPER ALLOYANDFLORIDA BUILD]NG CODE Ron K h Velocity Hurricane Zone, 02011"Mm METAL SUPPLY,INC. ut ........... Accordion Shutter System Ti`�TE c o mc. A.S.' .A. y - H.v BLADE�T W/OR W/0 rlv wR�nDar BADE /tV�rggj67 Am61ria5Tn Shutkr Splame n er: 0. * i* TILUT TESTING & ENGINEERING COMPANY Aswul T}{pw, Inc. t OLD t1-463 it t Wtt 29 It SM ON 3W ft.V+ 363 V"&6t1+6000na wi axes Phme i(30!)8)1-1630.fax:(345)87+-163+ 4288 We8tra4d9 Drive 2 DRAWING No �3 •., ;'c+, +� a-m.s:tuea�Lam West Palm Beach, FL 33407 a m-0=719 4 11-192 P.E`'s �`%DATE Via+tom.!i4/ei 6 SHEET a • 2 .• L 1i•-20 =LST 2.2 .745' y 2gr BAM PAXITI) 14-Lt • (2 TYR) 0aJ $ • �PAIN= b • Tae7 .oet• � K t010a. ORM C UNM REAM Lwto01 . 21 HV rENRMATE ' °q7 • " PtA=) t Mama PIATM) UALIFIED FOR USE W/HV 8 1 Ik ®ONLY (� HV FLOATING HV LOCK 6063-T6 ALLOY AND MPER OUATTFTED FOR USE W/ HY SLADE t h ONLY s3.02V QUAUAED FOR SE W//+N ®OUAUFIEO R HV 6063-TB ALLOY ANO TEMPE HV C CE TERM BLADE Q a a ONLY. BIAO£ ONLY. FlED FOR USE ., HV BLADE)ONLY 2W O.D. 6083-78 ALLOY AND TEMPERI PLASTIC Bhp 19- 78• 13 F o4s• 2 VOtDEo ro �, 2A74' .753' At Uu • 2. ff 60"AkTER I'm ,yh 1 4'yt-20 x 3 4" BEFORE RnrErR >o *MM•+{,ALtIIRiW(zo2+-13 Adan TARt,E flANM,>i. t 7.x0 �� 27Ya a ��, !oW NDISERT.PRIt 16120.AS MMMR AMMO ev AVQM PLAN - FRONT ETEYATION `/EyNY #Nt�1LE •T LOCK CENTERMATE T CROW LTM.1JMWEIN,t6W aER V 67034 aR ECDM. J CKER FOR-"T" LOCKCENIERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY HY.FEMA�.E MtM.Lag MITE�ME Cy V T �(( � � UR E 6063-T6 ALLOY AND TEMPER QUALIEO FOR USE QUALIFIED F $USE W HV QUALIFlEO FOR USE W/HV BLADE tDONLY QUALIFIED FOR USE W/ HV BLADE(!}ONLY W/W-BLADE 1�ONLY BLADE V) ONLY. 6063-T6 ALLOY-AND TEMPER 8063-70 ALLOY AND TEMPER' 1 L917 3.181 nn u o U TMUMST6RN .063' AMCYLINDER OR .214• .A/J q7• '.21+' KEY CYLINDER lu b Pq R • � o.e7s'um. 3 °a 1 .123`1ro:. QUALIFIED FOR USE W/HV BLADE 1 h A QUALIFIED FOR USE W/ HV BLADE t & 6083-76 ALLOY AND TEMPERHD * S 1 ' 6063-16 ALLOY AND TEMPER I AwEs rr N1N. QUALIFIED FOR E(!)& . 1/+ r26 Ss 6R s/6'.-te 6063- OY NO TEMP INwJBNRR AIYTAL TM1465aQY15. #1/2' (SEE OET _ CYLINDER i 00 DR KEY 5' �� CYLINDER M f.7a Mox. 0 LOCKING, ROQLS t/4. J7s QUALIFIED FOR USE W/ HV BLA t •�� • t " '�•^ / � 3Q,g, • BY REGENT INIMARE MORTISE LOCKS SERIES 23M HOOK 8;LT LOCK. • 6063-T6 ALLOY AND T R • � / R 0-16...ACETAL '� ��•Man Wma QUALIFIED FOR USE W/HV 6lADEt�1 ae �A ILNSi� s QR PROPER EMBEDMENT OUAUFt£D FOR_ HOLE , HIM BLADE Qjum Fm UAUFIED FOR USE W HV BLAD t FIORfQA 8111COlNG CODE OhNi' h Velocity Hurricane Pone 02011 PASTERN METAL SUPPLY,INC. 111 A. oaf Accordion Shutter System 1L E G a 1wc. AnSuSsAw ttV BLADE r,1 W/OR W/O KV BLADE f��d•167 z Amertoan Shutfer Systsmi a.x 0ES6ernoK WE DRAWN aw Aa. h *; TILLIT TESTING k ENGINEERING COMPANXpOtGt�Otl� In*. t OLD it-063 i ( atE: 11/29/11 'a S7AT�nF �` u53 wo,aan St.xt..363,Ya66At"WMA N6RD1 33161 " r c�. PAee.:(303)671-15M.fax t(301)671-1131 4268 We6troads Drive s DRAWING No O F 1 .-meat 12teeoaea.ean West Palm Bleach, FL 33407 a �F •EQ .....:',�•,+` Es-666e7tR 11-192 SS�•••••••••• �'�lilt WALTER A TRUT Jr.P.C. 4 R. 099 DATE 1t°"0A t 4+Na7 ; SHEET A e a ` �•� Y X 5 u NOTES ON NV LOCKS AND CENTERNATESe • ®,®a • 1.MOM mum=jh ONE HV LOCK®or F SHALL BE USED AT 1/2 of SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BLOW �2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSIAL�TIONS T ANY ELEVATION. HV LOCK 12�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHE, 70 VIVO CENTERMATES YJ/(2) 1/4'm-20 a 1/2'LONG TETT HEAD S.S. M.S. LOCATION OF LOCK SHILL BE AS IAADIGTED ON OqO� I TYPICAL SHU AIIt)N. v 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO'TWO HV LACKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES LO 2 SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOG ION OF LOCKS SHALL 8E AS INDICATED ON TYPICAL.SHUTTER ELEVATION. N _ 3. I� 4 S • OENOT REQUIRED TANY BEUEIF D ELOCKING ALTERNATIVE DEVICE T�LOLRPN MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). II4. ONE ® BE USED AT CORNER CEt4TENMATES FOR ANY SPAN AND INSTALlATTONS AT AN ELEVAMON OCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S TWO LOCKING RODS AT TOP k BOTTOM SHALL BE USED.LOCATION OF LOCK SWELL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. E Xgc-lq _ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �B b� 5 ONE AL TE HV LOCK_ MAY BE IN IJEU OF HV LOCK ar FOR ANY SPAR ANO 01 >S i� ffim YAM QW 02 NV L IV ofi=f 3 I $ INST T10NS AT ANY ELEVATION.AL ATE LOCK®MAY BE USED AS AN OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-204/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE,SHEET S. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER,SPAN. 5.-MANMYDRV_MI DMOPI A3- ONE HY LOCK 0 or-®or I&SHALL BE USED AT 1/2 OF SHUTTER SPIN FOR-ANY SPAN OR-12'ABOVE OR'-BELOW 1/2 OF SHUTTER SPAN FOR SPANS IF TO 88',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®oror®MAY BE USED AS AN [MOE OR OUTSIDE LOCK,ATTACHED TO®ar®SYMMETRICAL CENTEI MATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. CONNECTION M.S.®TOPON BOTTOM ILOCK SS COMERS II ICATEDORY.ON ��SHUTTER ELEVATION.USE OF LOCKING RODS®W/ DETAILS ON F. r a X 1 J K L Y P V W T SHEETS 10 a 1I ;FULL 11 *NOTES ON NV "T"_ LOCKS AND CENTER ATE_c._ OF CORNER' 1 CENTERMATE JSJ ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED N UEU OF NV LOCKS OR FOR ANY SPAN AND IiNST, lATKI�I AT 11NY EI.EYAt10N.AL NATE TACK ,jIAY BE USED AS AN INSIDE OR oU IDE LOCK. ATTACHMENT 10•®°A© © ® OF LOCK Q9 INCLUDES USING REMIFORCINC LO t�J7 AS SHOWN ON SECTION HVO,SHEET 9•WHICH MUST BE. a CONNECTED TO CENTERMATES®AND®W/ f/4'0-20 x t 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" ^ MAXIMUM OR W/ t/4'0-20x1'SS.M.S.INFO A 1/4'Ox 5/8'RNNUT. LOCK MAY RE INSTALLED AT MIDSPAN OR 12' ©+O*®oaV+O+®a MAXIMUM ABOVVEE AND HELOW MIOSPAN. USf OF TWO LOCKING RODS®TOP AND SOTOM IS MANDATORY. ®.®on�.®anO•�oa . O+®aa�9+®°"1®•®a�•® *NOTES�4 :•Se ONE ALTERNATE HD TOCK(9 MAYBE USED IN LIEU Of T1�PICAL 01) HV BLADE SHIfTTER ELEVATION 111VLOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERMAN HD LOCK 0 MAY BE USED As AN INSIDE OR CUTSIW LOCK.ATTACHMENT OF HD LOW(a To®19 W/3/8 x 3/b'F.H.S.S.M.S..AND INCLUDES • N.T.S. REINFORCEMENT WSERT i(�A9 9HONN ON SECTIONS-H08- D ADC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT • ' • MIDSPAN OR 12'MWOANM BELOW OR ABOVE MIOSPATI.USE OF LACKING RODS®IS COMPLETELY OPTIONAL• RORIDA EU on High lVelocity NuFricaneZone'. L4L4/jP,.(�Fi A.Tk��T�- 81201)EASTERN Max SUPPLY.INC. vVl.............. (` C Tec ��st.s■�. Accordion Shutter System KY. MADE X11 W/OR W/O H.V.NAMW BLADE TILLIT TESTING A ENGINEERING COMPANY AmeTtaon Shutter 5jrlrtomsWJ� GATICDRAWNa �'•. STATE DF r �.` I=N.M.7Mh. 53 Y1.,Q..707.WaxM W1019.FIDWA J01118 AaoGloflonW 'Ino. 1 OLD 11-063 f/ 1 oM1E1 11/99/11 Phena (305)971-10.rax r(305)871-1531 4268 Westroods Drive a • ocam o:ummoaeWest Palm Beach, FL a 33407 DRAWING;0 X -m 2 �(C�aS�•••••••.••N�\�L4L1 WALTER A TLLRM-000871Jr.P.E. 4 PDh E.�TMr�)LCHA4!'1RE/DATE FLomu`(r 441e7 5 SHEET e CRETE ANCHORS M02EDR ( POURED POURMC (fir CHEDULE ON OR CONCRETE RE CONCRETE ANCHORS REQUIRED A�"�I EtlN EE SCHEDULE CONCRETE ANCHORS lJ 1$ EISWNE(SLE x61*Ome6N"m>) EET 13) BITS O 12'O.C. (SEE SCHEDULE ON SHEET 13)) . 20x3J4'SS. NK £D-�N*•£ USM 1/�RE200 NUTS r8 O I . ___ O 12'O.C.2' 0.+ i .250'M6. - 3 66 ® 23W � OPTIOFNAL i �� :: =i : i fii 12TMAAfla1 i � W 81194(921 I i ri 1! MW.SEPARATION TO CLASS F s �1pORRu o 1 DR �7 ' E S-�.( —(SEE SCHEDULE ON;SHEET it) EXISTINO ; mk MIN.S€PARKTWN TO GLASS '�� f"(SE£SCHEDULE ON SHEET 11) I 1 OT 1 '--HV WALL HEADER INST LLMN INSTALLATION (� HV WALL.HFA,R,JN I ,TTA I + KEYSIDNE - ---- EX{S1M0 ' NLN.SEPARATION TO CUSS n ... ® (SEE SCHEDULE ON SHEET II) EMSTING WfLWag(sa 1 i DR * :_-. MIN,SEPARATION TO GLASS I I 1 ST �-90ttE8 9w (SEE SCHEDULE ON SHEET 1 I)— IN i w,y.d!A EAISONO i�-OPnom Max. � _ Max. -DPTKINAL @-@ -- - LEO ED /4'P^20x]/4'lS.SS. Wn. TED GtIPS TRUSS HEIS? 1J 4'6^:tOx3j4'S.S,Pt6tMP5 � MACHINE SCREWS USING CONCRETE ANCHORS iRU35 HFA�D MACHINSCREWS CONCRETE ANCHORS t:/ �✓ '1/4'-10 NUTS O 12'Q.C. (SEE SCHEDULE ON Wf 1/4"-20 NUTS O tY O.C. LRiEO CONCRETE (SEE SCHEDULE ON SHEET 3) OR CONCRETE BLOCK SHEET i3) 0 CONCRETE BLOCK CRETE!ANCHORS REQUIRED (SEE SCHEDULE ON F�HV WALL SILL I STALLATIDN. POURED CONCRETE SHEET 14) OR CONCRETE BLOCK . WALL REQUIRED HV WA I,L SILL INSTALS 7A ION NQXrTfR�MSNN6Ti0N QF:Es.D«+�• INSTALLATION DETAILS W/ i^SEE SHEET 4 FOR TTPNCAL SHUTTER •E.0.•£OCE DISTANCE ASSEMBLY SIESPECIFiCATTOHS ON SHEET 13 ♦ SEE UMJjAiIONS OF USE FOR • Y . ��.pD1: 2-MOUNTING SECTIONS CAN-BECOMDMEO• ( ) BUDE ON SHEET 19 • • . 2i ANY WAY 70 SUIT ANY tNSTAUgDON. ELOM BUl1D(NG CME Han It h Velocity Hurricane Zane 11rrAI A.T�' 02011 EASTERN METAL SUPPLY,INC, BERTHA r ZIENS = i1. ECO A.+ ■ .E�►. Accordion 5 ��y m - H.Y.BLADE X11 w/OR W/O N.Y.WINDOW MADE American Shutter Systema V ! *+ TILUT TESTING NE ENGINEERING COMPANY w. 1t er Association. : 6355 N.W.36M SL,SW 3W VAC M GARDam rLDIWA 33168 1110. i OLD 11-063RA !1 4i TE 11/29/11. Pnanx (303)071-1330.Fax:(305)871-1531 426$ WD9troods Drive 2 DRAWING No y oRiOQ. ��x�'11t1 #m fe�7ta9 ea» West Palm 8eoeh, FL 33407 : 11-192 )�'��� FS ('7 11 WALTER A TWT Jr.P.E. P. s ji1HQ /()ATE FLORIDA M!44167 ± SHEET CONCRETE AMOKORS + ,K g�j , ���� ,,^y�♦ ;'�- �—` CON V_'(SEE SCHEDULE ON SHEET 13) i to am Ga �J REOUPED EDGE OF a Ro I f° i„ geff SLAB If APPLICABLE EXISTINGGtm AM m� ��r Ht :;'• ' 9 ALTERNATE EASRNtTLOCATI1 ' ANd1ON ` GtAS tions/4'HEX WASHER i 1} OI+ CR sJl1 N21. TEiN SdNt3YS O /2'O.C. ) OF ]f N CONCRI E ANCHORS F 6 (SEE SCHEDULE ON 13) APPLICABLE OF EXISTING :: _ OF N SLAB IF E OF APPLMJIBIE UK YMMi163 E'4' F POURED POtAiFD MT MW CONCRETE ANCHORS I,�m"am''%:in REQUIRED A0 .• UREO / NL (SE£SCHEDULE OH SHEET 14) CHOW" } OR CON £ REQUIREDFtAT FHEAA CONCRETE ANCIHGRs O+Otlm2:OEmm�A11 RE IREO E.0.� .D.- (SEE SCHEDULE ON SHEET 14) . �� �+T� �/�� 11 TRENCH_INSTALLATION Q HV WALK-MOVIE INSTALLATION DESIGN°PPRYESS�RATI NG 'FOR SPANPSFS'PERR (9 HV FLOOR INS1'Ai.LAT�ON t SCHEDULE /3,SHEET tt ANG }^'--- ,,,�../""'�~ CONCRETE ANCHOR. W A w `i� 1 (SEE SCH;ULE tN 1/4V GW piGlttlTAPWK W/,..-NON Mat 1f h—pa sam.i O SHEET t3 tfiAFN>FOAIi EXISTING ` 11T EXISTING-••{ i ` CLASS--q p1[C1M�O(14.1= Y ON 1//Y FOOM ! lf4• GLASS~i OIASS "'�C4i 9a�Rdt MOaMI) } � 1Nr.sp�swwtt 7e r�i 3ji'HINT E76F>)tf1Nf i 6f WAX. "�tser»saa w 1IlFCA UP i r i 1 OA FW��ERLARGER THAN �� , I/c ) r a^uv TD 6'O•uu1 Agar ' AT 0mr rAsm iFAO p 1037 i`HEX ,� Nrl!)"NSE t OIL 9FEi LIfam a1 TIX SCREYlS OGNT.SFHANT /147r3f4" HEX'HEAD i G^ I-I•• i .+ .* .:�.;; • lEK SCREWS 9 B'O.C. , - - ti423J4'"S.DS. - -- 1 4^ -r•. 1/44-14,s14'i9 Y2 OR t/4 f»20 S.N.ILS. -CONCRETE-SNCtWRS yy,, 1 - - •O 4 -- - Naw "s Y-.,. 1/4-0 20 JM! W/NUT O D'O.C. , .(SEE SCHEDULE ON rT O 9'0.C. 1 ., StifET 14) 7 OWING NON SWICIURAL 7 as 18 t f2+ t. '•^ �2.00'•GIN. WLLi Term(GMMTK wz= J E06E OF 17 @ .�•.:'t. E.D. sa) /1413/4'F.N.sms. .NLN.':: .. _ COHCRXIE 1 7 sw 1 7/4 1 AP PUCABIE CONCRETE ANCHORS }:•' � D SEE NOTE 13(6) O 9'O.C. POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 POURED CONCRETE 13(0} `•}.r.�••.::,.,..��. OPDONAL CONCRETE .. p, .... CRETE GLOB( SHEET 14) OR CONCRETE BLOCK POU REWRE11 REBULRM ®KEY3fONE 110 NO ��T�LL TION R E aREOK JdV WALL FLOOR INS LLATION �� WALL WALK—.OYER INSTALLATIMIXMUMWITURVANON e. te+•'n pw JZ) INSTALLATION t nm>;L t THS. EWA SHALL NMF FOR C(MAINATM E�BONcEDGE DSTANCE A8EW PERFORMED AGWCEM TO AN OPERABI$EXIT ♦SEE UmjAIIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL sNunESN (SEE sPEdFlGTtxNs ON SHEET 13) -OR ENTRANCE . 1LAOE 1 MEET r,B ASSEHiLY• INSTALLATION DEINLS W l Q HV BLADE' 2-NOOHTYNG SECTIONS CNN BE COUGHED '--"'—"'-"" '—•' NOW p1��Ly���Mc E!. N ANY WAY TO SUIT ANY INSTAW110N. resiiii (I.yiiNNt DiJtWIHN= Mon N Ii Velocity Hurricane Zone NNNIII'_t%A Fitz/J'-.y 92011 EASTERN LIErAL SUPPLY,INC. BERTKA 7L1 - w a S■ ■A■ Accordion Shutter astem .•;~ - d INC. N.Y.BAt)E#1 Wj OR W/O N.Y.MA @ADE 1�' * TILLIT TESTING; h ENGfNEERING COXIPANY Amertaan Shutter SystemsMAN On i YC 4F Cs;Rv LW KIL.um.u.sra�,xRo m COMM noRBA 33182 �gQIa�nR TACH. t OLD i t-O6S Nt ti OXtE, i i t I = O ` Mom:(506111-1'J30.r41:(sos>D1t-Issl 4288 Westroods Drive s DRAWING No FS,S.,,„,,,,..• ��\1111 .» t West Palm 8aach, F(. 33447 s OLTER A TAUT Jr.P,E. 4 11-192 F MOA He.t 44167 a rJNE� FNQ WALL Q0 MIS to 18 y1 HV NOTM ON toCr m IWOs(I.Hv Low ..� ®or ,—EXISTING GUM 1NSTAl4ATl0N1 / (J) H Y , KTi1tlM W LOCK®Of MV s. *MAN MAU DUA&MW Is VALID FOR ALL ;(fBLADE W HV CE S C04OUVM APM"rM WITH 64DE® qA SEE IENa YlAtl.��NEcnnr! I D r-EXISIWC CLASS . {}0-0a"=0=0 2'a2'at/6'A'-2 1 I 0-0-0-0-0-0 J 1/4' y 8 1/2' y (6083-T6 A2L6Yy AIUu. gPP,¢�ING AHorEUW 3 I`. 1/2' a+@=0 SYMMEIRYCAL { 1DOTTCe} • JIOa314•SAS.0 12" � 1#i.SEPARATION (�y/IoAT E s.rAN.E,Tu6E - c.FULL IEWO. ( _W_,/ HV LOC MASI AT Fwckt ANGLE,{TYP) * (SLE SCttODLItE a S A * * IAlFt I 3 ON SHEET 11) \ �..� _ 0 * _ BYA � (fir � '�_��, i1LY POURED CONCRETE OR CJ10 L l 1:/ 4"J easyntNC IXAss CONCRETE BLOCK WALL •O +©a�+0`41 _ , +�a_�=4 _ �_�_�__ /— R nI sNc `4 °"�=�^�{�,ty+-4a2 �YMME7RlCAl_ ! 6 Tl;!+�°RIJ= +�°A WN.SEPARATION - - 8 *(®m0+0a`"'+@•j J�C�IASSN �' 1(ei1+�a,�+�a/ul=�� TC ow J r �v 4J {SEE SCHEDULE { o @.@ .-.- * INTERIOR ®+�ea�+ a�+ GN SHEET II) ff I LIINo.m tASS 'Lf �'.'Y a ® I'L + I .{9EE5 1) (N (OPTIONOR) ------ ----- -,---_. — — — OUT 1 ALO o O.C. 63VARIES _. *.. Ndr .1 6 1/1`MJ4X.SLACK O • UT - 5 (EXTERIOR) + � R• c7" fC** • . ,YQ RM MEDING ME lion High Velocity Hurricane Zone Ltl'LL► A.7! �j' 01011 EnsrlsW�r PL La .. T✓t' BERTHATM ipENs Aw 11�.1 E O A■ `i■ ,�L■ Accordion Shutter System rLv shoe#T w/OR W/O KV. ORAWNWNIXIN MAX TILLIT TESTING 6L ENGINEERING COMPANY Aelerlogn ShuNer Syshlms N a P.C. am Iitl.3Tm.1 sr=.30a,wmwu GARGFAW,ntrwa sale Assaafallon. Inc. t OLD /1-063 !i ii ntiTE 11/29111 -law.Faa s(aasyear-Iul 4268 Westrands Drive 2 DRAWING No •-mom tj%@0 .d.Cw West Palm Beach. FL 3344? 3 •.......... 6��,. is-a0"N . 11-192 WALLLL tLa�M ;--A. 0 44167E 6 SHEET P.� 'E/DATE 3 POURED CONCRETE POURED CONCRETE OUREEI CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WAIL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED CONC JFJO �EXISR�GLASS �EIOSTiNQ GLASS 2•RN EXISYM GLASS EXISTING GLASS _7 — 2'NN. r— TA0l0.WARMM GlAM.(SEE MOL — 1• 7 EQ TO CULS9(SFE11 PoR BLADE5Q4ATND TO SCHM��a ATO _ SCHEDULE ON SKEET 1/18 x3 MAX. ON 9♦Ffi t9 FDR 11 FOR Ww(D II FOR aAQEWAro (6083-16)CONT. 81ADERm6e QI1I ON SHEET 19 111 FOR M"MA1D ON SHEET 19 ALUM CLOSER 1/2� ' ON S1w 19 FOR EI�SIDE eL m&® quo( gn" tjM-IN. OE MIN OF& #USE 1 OR 2'MAX. I /10x1/2"S. 010xl/2'S.M.S. _—_-- (ILS APPLI LE)x2'xl/.8�U'-2' _—_-- O 16'O.O. ALUMINUM CLIP ANGLE O 16' ----- - '—'—' 4 (8063-TB OY)AT M6)HEfG4 ()1%t i T 2 CONS ANC ORS To WALL AT O.C. (LOCATE AT SEE DETAIL X �(wEITHER S E OF OR SIDE CONNECTION QR SEE OEFA&X FOR QR TO TRADNS SEE DETAIL X SIDE CONNECTION •® 910. •�w©' ,O■ •®' SIDE CONNECTION 41-0. ®'®• •®'®w n o • B •®n TO CONNECTION a w .7■6 a • TO TRICKS ■ • a ®•�n•t7• •�n a a 0.0- .0-0 •®■ B♦ a 0-0 END CONNECTION 0 AIL 1� 2CONNE O -4 POURED CONCRETE OR REQUIRED ONLY FOR VARk OR nIAN 12'-0' ———— — CausnuG GLASS - CONCRETE BLOCK WALL— EXISTING 4. -4 . REQUIRED L0E iAAl10N /1 1/2'S.M. _ '------'----- TO GLASS(SEE O 16 .C. -AUT ARAT)ON ------ "--'-- ON SHEET CT OR®OR�OR 11�FOR�SLA E AFA CON EVE 1/2'MIN. SCHEDULE ON SHEET '----------- -' TO CLASS(SEE ____________ HAO���% ANCHOR O 11 FOR BLADE 4 ____-- __-- (0OR@OR qOR a ------ ANCHOR CONCRETE ® 12'O.C. $ BAB O f ----- - OR(q 16'O.C. -- 1 2 MIN. 4 2"NN, 2'ION. ♦�EM,IjA S OF U 9 FOR ©OR®OR(qOR(0OR© VIEW Y' 5 QR (w X11 ����� y POURED CONCRETE OR OR n�w©'© © 1■�•®w �a�w©•7Q■ �®■ Jd>GJ.d1i...Q CONCRETE BLOCK WALL �•®n®,� ,®4 '®w ' lJ w LLATI REQUIRED ��0"` ©' -a-,970: •' -END CONNECTION DETAIL•® O'l®9w'Q'®■®'® ®"e�ND CONNECTION DEtAIL® ®� ®•®d®•® C� FLORIDA BUILDING CODE Non Nigh Velocity Hurricane tone 02011 EASTERN METAL SUPPLY.INC. IFF t 111,1 El A. TM A. . . . 1 �cE 9 /TIMEAccordion ShutterrS System _ CO 1 N�. SSAH.V.a";1 W/OR W/o H.V.%M MADE American Shutter Systema x aselrnox Ate Aa U TILLIT TESTING & ENGINEERING COMPANY Ate001atI0n� Inc. f OLD 11-083 11 20 t alb 11 9 f L IM xa 3M.sL.a..301.VAGPIA G ON11.FIAFOA 331411% Phm.:(30)82md6 ubt«eoea >871-1531 West268 PGlrn Beach,sFLrive I 33407 a DRAWING No ®-0006710 11-192 Wi o un j iiLei 6 SHEET e 0 WHEOULF at MAXIMUM SHUTTER SPAN `L+' OR "L- MAXIMUM SHUTTER SPAN* 'L+" -- -��-• (ft.). FOR tNLSTALtATtONS WI OR - -" Cft.) FOR MUM SHUTTER SPAN*"L+" INSTALLATION _ R 'L-" 0L) INSTALLATIONS ® &(� or or INSTALLATIONS Wm"9 - O t+t lutLOC -� CONCRETE k � i' ----- - (�1 L+:MAXIMUM ALLOWABLE SPAN'f1DR A GNEtt W/ONE N.V. LOCK ®Or® ar Or � ONE tiv LOCKS MA14SORY '� AI)smvE A.S,D.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or oNE FN LOCK 01 W/ NO LOCKING WALL A. 8. C. D. I. M,N 0, P 0. A.S.ODESIGN SM�NGA GIVEN NEGATIVE C TES di W/ ONE HY "T" Wj NO aKi OS MOUNTING F. K & L R. S. k V. LOCK W/TWO LOCKING RODS® TOP do (SEE NOTES t,it) TTOM SEE NOTES tttl (V"FOR MOt"ma o (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEIUNG C, H. I. 11, J T, U. W It X WALL AIOWNTWGS(TOP/BOTTOM)OR FLOOR/CEILING; CONCRETE k WOOD iHSTAUARONS C NCREM 4c WOOD •MOUNTING M - . Aata— A MA)UMRR At OHM 1N=,En'NS GIVEN A POSITIVE A.M.DESIGN PRESSURE RATING, M4]SaPE WALL MOUNTING. RAMOOR t ��` WNL}�{�0 vat DETERMINE MAXIMUM SPAN'L+'FROM SCHEDULE. eAn+a RATft R R PAI Ya t1Mf0R/CEtI MWNIQt6 li'•i•t ILOOR/COtxq MSUN11R0 IP+rJ DETERMINE A NEGATIVE A.S.D. 'L-'SIGN PRESSURE RATE. ft a-) t100R a4 '^'" pETERMINE MAXWIIN SPAN t'FROM SCHEDULE. L t I.- L+ L-011 L t a L- L I. M L-ft MAXIMUM SHUTTER SPAN"L+-OR I FOR 30 OR t6'-O- 16'- • 1$- 16--w 30 t6'-0' 16'-G' 30 1$-0 16'-0' INSTALLATIONS INTO WOOD SHALL BE LINITEO TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14-10* i+'-10' 35 15•-2' 18'-10• 105 Pat.A.S.D.DESIGN PRESSURE RATIIG HLNiMM DETERMINED SPAN BEPNEEN 1+"AND 'L-'. 40 IY-10" rstnt ' 14'-2- 15'-2 40 11'-10• 13'-t0' -40 14'-2' IS'-2' (3}PRt)CEDURE TO DETERMINE MAXIMUM SPAN FOR t3'-I" 13-1 - 45• 13•-t" I3'-1' 45 !3'-4' 14'-3" 1' w CORNER CEMERMATE i3 MAY BE USED AT ALL L`OMBINATIOfiS iN BUWEEN WALL MWNTINGS 50 12'-6' 12'-S' 12'-8' 13-7' 50 I2'-6' 12'-5' S0 12'-3 1131-1" MOUNTING INSTALLATIONS. LACKING SPECIFICATIONS W/RAOR/COLING NOUNTINGS: 55 I1'-10" 11'-10" 12'-1' 12'-11" 55 i1'-10' 11'-f0" 55 11'-1' !I'-T1• SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A GIVEN POSOTIE AS.D. DESIGN PRESSURE 60 i i'-4' 11'-+' 11'-7- I2'-4- 60 t t'-4• i t'-4' 60 10'-2' iO'-t 1' NOTE}5,SHEET S. RATING: 65 110'-10" 10'-10` 11'-t' 11'-11' 65 10'-110' 10'-10' is 9'-5' 101-1' OETERMINE 70 t0'-6' 1tY-6" i0'-9" 91'-5' 7fl V-10 110'-8' 70 8'-9' 9-+' Lt+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. lw-lrU+-MAX.SPAN FOR FLOOR/CETUNG MOUNTING 75 10'-1- 10'-i" IO'-4" IP-I" 75 10'-1' t01-1' 75 - $'^B" 'ItEXCEPT THAT MkXNUM SHUTTER SPAN'L+'OR INSTALLATIONS, 80 9'4e 9'-10' t0-0' I6'-9` 80 W-t0` 9"-10' 1.-'AND MAXIMUM ASLO. OESI4G PRESSURE RATING FOR 85 9'-6• W-8' W-9" 10'-8" 85 9'-8' W-6' 1NSIA IATIONS INTO CONCRETE OR CONCPETE BLOCK RATING- FOR A GIVEN NEGA1'NE A.S.D. DESIGN PRESSURE 90 W-3' 9'-3' 9-5' 10'-1' 90 9'-3' W-J' SHILL BE UNITED AS FOLLOWS; DETERMINE: 95 9'-0' $'-9- 9'-2" w-101 95 4'-0' 8'-'9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI_. MAX.SPAN FOR WALLzMQUNTING INSTALLATIONS: 100 _ B'-9' B'-4' 9'-O" 9'-7' 100 8'-9' A'-4' LIMITED TO +64.-72 P.a.f.AND 8'-0'SPAN. SEE L2--MAX.SPAN FOR iLOORAEKING=MOUNTING 105 W-7- 7-11• 8'-9" W-4' IDS $'-7' 7-1 t' - MOUNTING�1'ON SHEET 7. INSTALLATIONS. 110 W-4' 7'-7' $'-7" 9'-2 110 6'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 -W-2' 7'-3' 6'-4"' $'-t T' 115 8,-2' 7'-3' LONOMUM BETWEEN.lu+',"u+'. 'L1-'AND "l2-" 120 e'-G" a'-1r W-2" W-9" 120 be,_V1 W-11" � GLA5�,1 SC DI;�LF ( CO TO AN61tOR SCHEAULE WITH 1TNAL MAXIMUM 125 7'-10" b'-8 8'-0" 6'-5 1125 T+10' 8'-8' OWABLE_SPAN AND NEGATIVE A.S.O. DESIGN- 130 7'-8" 6'-5' 7'-10• W-11 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- s'-2' 7'-9- 71-91 135 r-7.. 6'-2' WIND ZONE SPACING. 140 T-5' W-u" 7'-7" 7'-s' 140 r-5• 5-Ir ASTM E-199$ SEPARATION 145 7'-3" 5'-9' 7'-5" 7'-J' 145 7'-3' W-9' TO GLASS 150 7'-2" 5'-7' 7-4" 7'-0" ISO 7•-2" 5'-7' 155 r-O' S-31-T-2• 6'-9' 155 7'-G• s'-51 1 THRU 3 1" 160 $'-!1' 5'-V 7'-1• 6'-7" too W-111 5'-2' 165 q'-10' S' 71-0' 6'-4' ies 6'-10' —T- -1. 170 4'-9" +-i1- b=1i' 6'-2" -178 W-9' 4-11' 175 6'-7" 4'-9' 8'-9` 6'-0" 175 b'-7' 4'-91 ISO W-6- e-8' 6'-8' 5'-10' 184 b'-b' 41-W L/C 165 6'-5" 4'-6 W-7' 5'-8' 185 W-5' 4'-8HV BLADE.' �,,� "'1 E ISO 8'-i- 4`-S' 6'-6' W-8' 190 W-4- C-5' .195 6'-J" 4'-31 ' " S'-8' 95 200 " 5'- 200 b'-2• 4'-2' 205 6'-1" 4'-t" • 6-3' S'-1" 205 FLORIDA H�II,I)I CODE(Non High VelocityHurricane Zone 414th .T/(�Ta_ ®2011 CISTERN META.SUPPLY,INC- 't NCL 1'$' '..... BERTHA17 V TM fTILTE C O �N� A■S■S■A■ Accordion Shutter System H.0 61.ADE p1 w/DR w/o H.v N1Nl1GW et" American Shutter Systema a srt Maw. 1 TILLIT TESTING 8: ENGINEERING COMPANY Amoclaffm )n0. 1 OLD It-063 1! t BATE 11 29 1! bass IM aate St.ft.acs,VVISM GAI1R M IIMPA 3atOa 9 Q 4268 W66troods Drive a Peon•t(abspl7t-Isw.rue:(Jos)A7I-15x1 DRAWING No •.• fll � 01 *­atUt4eoo4ale4n West Palm 8e0ch, FL 33407 s s��NAI �.0 X14' xN1En A 1WIi1Ir.P.E. 1 P.E. Si"Rt�j&it !(f(gE/DM 91011M Lk.It 44187 a SHEET ONNNIEW,TITI,Wili-im-i-i ril, PL, .1W WW7ZN 1-X4 13 C y 2 3 L-M-A-.1.,i L-rL �mmmovoopmmmpvoppmmmpppopmmm0000nmmm000pvon000r�r�o •--°- .......... ®mma:�onpoommmmr�or�pummmppopwmmmpo�ooinmmn�r�m000nnoomw EIKEIRM En MMM" "EA KI 1"I IRM""M"M r"I .....Ulm"...MMM"M""""M.......w �mmmvApmommmcnor�ommmmpripnommmpmoopmmmo�r�0000r�pla�mv�1 ,. mmmop000mmmpvovommmopoopmmmoowoommm00000n0000lvon ®mminoomvommmrtpomoQammi000wumm¢�mpc�oAmmc�mmmpoino�n®omop RIKENKUK31 ...mum= ME A US MM s H IS Mai Ha HE Un H 2 USKMENHHHHUM MM MMMM= MMMWMM REMMMMMMMMM MoM um" MM Mmm""MMM MmIa RENKM UME ME LMU U 8 H N H RMJ EMN IN H 8 8 a R US MUM Ima UM3 MC3 M M M "M ' mm0000asul"MMM MMMMMMMM..... NEW ®[aosa0000Av�oQ00000mooioraoworr�oo�a0000r�000a000mmmoaooc� cz asIMMMMUMM= BAEHR====MMONSMS M . 00 JMIFICATIONS13N ANCHOR RMUIREMENTS:POURED CCNC TE OR CONCRETE BLOCK STRATES CO�L�-M FDR MCFEE VE MIME MOCK 110111101a Q FA71A3IN0S 4 Q 2 N att HffR e t 7} 1.ANCHORS TO SUBSTRATE SNAIL 6E AS FOLLOWS: POLOW Moat f ON S GO S as (A) TO OWING POURED CONCRETE!(Va.rc-314 (I)WALL SILL MOUNTING A✓CEfiJNG MGUNTiNG O FLOOR MOUNTING - i/4`I TMCON OR TAPOCN WITH ADVANCED THREADFOR4 TECHNOLOGY ANCHORS.AS MAIWACTUREO BY I.T.W.BUUDL(Ni'.Fa-3 IuIJ SPAN - 1/4'e s 3/4'ALL POINTS SOIJO-SET ANCHORS,AS dITRIGURED BY ALL POM$SCREW.BOLT&SPEt2ALTY COMPANY.(Mk.Fe e:3 W) to - 1/i'IF BLJAE TAP t ONCREiE AtC{ORS Wj CAP AS NAlUFACTURED BV FLORIDA FASIEtIEAS 01RECT.INC.(191.Pa.!Lai) 3o w 60 176 190 120 100 205 3o w140175120 120 160 205 30 NO,so 76190 120 160 20 yR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY PGATERS FASTENERS.NC"ANa DISTRIBUTED BY ALL Po Nis SCREW.BOLT&SPEC1ALTr co,NPATY OR ANY OTHER APPROVED LICENSED OR AUTHORIZER VENDOR REGISTERED WIM THE AMERICAN S WtM SYSTEMS ASSOCIATION,OIC. 3'-0` 14 112 1101 9 18 8 e 6 14 12 110 0 8 6 1 s 1 6 14 12 10 9 1 6 a 8 e ALL $OUD_$ET (M'"'Fa-3 kal) OR LESS 14 111110 1 0 18 4 6 5 14 12 10 a 8 0 Is 14 14 12 t0 a Is 8 a 5 TAP CAP NOTES; 14 tt 10 0 n 8 7 14 t t 0 6 8 6 14 AL2 10 4 6 8. At)MINWUY EMBEDMENT INTO POURED CONCRETE OF TAPY:ON OR TAPCON MIN ADVANCED THREADFORM TECHNOLOGY MOO"M40 TAPPER+ 14 12 0 9 7 5 3.5 14 12 a 6 8 14 12 10 0 0 a a TAPPER+ ANCHORS I$ 1 3/4;AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. t{ ti 10 9 A a a 6 14 12 1 8 6 6 14 12 10 9 a a 8 Aa 14 IZ f0 0 e 0 6 4 T4 12 10 e e e e 4b 14 11 10 0 e e 4 .7.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL PC=SOUR-SET ANCHORS SHALL BE 7/a•INTO THE POURED CONCRETE NO EMBEDMENT 14 12 i0 9 a e a 4.5 i t2 9 e e 8 sa 14 12 s 9 n a a 5 INTO STUCCO SHALL BE PERMITTED, 1/4'x20 S.S.MACHINE SCREW USED SHAD.BE 1 1/2'LONG t816MUM SHOULD STUCCO ENOST.AND 14 ! 10 9 73 SA - 14 12 t o e 14 12 10 6 7 AS 4 SEE t6E[AWIN!OF IKE FWi 1'MIN6MM FOR WN1S'VATH NO STUCCO. 14 12 10 9 0 8 14 12 9 e 8 5 14 12 10 9 1 6 8 4,6 WX ON 2W I4 5'-O' 14112 10 9 a 7 4 - 14 12 to 9 8 as 5 3 14 12 10 a e3 0 34 3 A 3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND-ON THE EXISTING WALL tlR FLOOR. 14 1 10 9 5 74 4.5 - 14 12 T 9 e e e 4. 14 12 10 9 e 11 4A 3.7 ANCHORS-SIIALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE DEMO SAID WALL F6RSHIS.ANCHORAGE SHALL BE AS-INDICATED ON i{ Si 74 8b 43 - - 14 12 10 0 6 7.5 S i t47 12 10 0 a 6 4.8 5 NOTES A.1)&AL1)ABOVE.FOR INSTALLATIONS ON WMYL 9DR40 OR BFS YOTN OR WITHour N£TN.STUDS MNBIAT THIS ENGINEER.FOR 14 1 10 9 8 6 e - 14 12 1 0 I e 14 12 10 n 6.5 5 MSTAL3K IMO BFB WITH METAL STUDS SEE SHEET 20. 14 t2 10 9 73 3 - t+ t2 10194 7 53 4 3 14 12 a A5 63 4 3 - TO Exsnn0 CONCRETE BLOCK;(ASTM C-0O) N 12 10 9 e 6 - - 14 12 f 0 6 a 5 b 14 E! f0 0 S 4 - T)1/4"}TAPL'ON OR TAPCON WITH ADVANCED THRFJDFORM TECHNOLOGY ANCLORS.AS IMM6NFACTURED BY LAW.DU M. 14 1 8 6.5 55 - - 14 t2 10 9 A 63 4.s 14 12 10 7 - t/4"o x 3/4'ALL FORM SOLID-SET ANCHORS.AS DISTRDt1TED BY ALL POINTS SCREW.DOLT&SPEDALTY COMPANY. 7'-0' 14 t2 10 9 e 8 - - 14 12 0 5 . 0 4 14 0. 10 9 7A 3A 3 - 1/4`0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY ROAM FASTENERS DIRECT,INC. 14 1 10 6 63 4 - 14 12 9 73 0 43 s - i4 0} 6 4A 33 - - - 1/4`a TAPPER+ANCHORS AS MANUFACHNLED BY POWERS FASTENERS.M.AND GISTRI9UtED 13Y ALL POINTS SCREW.BOLT&SPECIALTY 14 t2 10 5A 7 4 - 14 L2 ib 9 73 5.0 4 - ti 12 0 T 73 4,8 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUMOW2M VENDOR REGISTERED WITH THE ANTIRICIN SHUTTER SYSTEMS ASSOCIATION.INC. 14 1 7 0. 43 - - 14 2 6 7,6 IL - 14 11 a 4,5 3 E4 12 10 9 A - - 14 12 t0 '9 8 8 4 - 1i 1Z t0 0 6.S 6 3A - NOTES; 14 12 0.5 7 5} 3 - - I4 12 a 8.5 6.6 4 3 - 1259A 0 { 3 - - 0.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCOK BLUE TM W/CAP ANCHORS AND TAPPFR+ANCHORS IS 11/4 AND TAE'Cam 14 19 9A 7A 5 - - 14 12 4A a 84 a - - 14 12 8 8 $A 4 - - WITH AWARCED THRFA1FORI TECHNOLOGY ANCHORS IS 13 9.0 83 5 313 - - 14 12 10 a 03 6 - 14 f2 8 A5 5 4 12 10 9 8 - - 14 12 1 4 7 4.5 - ^ 14 12 8.5 7 a5 4 - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUL-SET ANCHORS SHALL BE ENTIRELY EM8EODED INTO THE CONCRETE BLOC(.NO S4 t3 7A 8 4 - ti 7 bA 5 - 11 8 6.6 4.D 33 - - w=uE7NT am STIIcco SHALL BE PERMITTED.1/4.0-20 SS.MACHINE SCREW-USED-SHALL BE 1 1/2'LOtNO N9'0111IM'SFOUD 5T0000 14 12 8 &s 4.5 - - 14 12_8A 7 5A 4 - - 14 7 Aa 0 4.5 - EXISr.AND t'MNIMUM FOR WALLS WHIN NO STUCCO. 1.5 Its'. 4 - - - - 14 12 4 1 8 4.5 - - Ito Lt 7 ae 43 as 10'-O' • -12 10 9 73- - - 14 12 1 e 83 3 - - 1 12 8 a 5 4 - - B.3)•IN.CN4SE"T PRECAST-STONE PRECAST CONCRETE FARM,PAVERS OR ANY VENEER EE FOUND ON THE DaSTNG iML OR FLOOR, _ - 4 10.5-7 5 33 - t3 9.5 Q5 3 4 - to 73 6 4 3 - - - ANCHORS SHALL BE LORD ENGIJGH TO BEACH THE MAN STRUCTURE$ELAND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 it 7A S.6 - - - - 14 11.6 a 8 6 - 2. 9 6 5 4 t - NOTES ILI)&8.2)ABOVE.FOR INSTALLATIONS ON VUM SEND OR En V07H OR WDNOUT HETI.STUDS CONSULT THIS ENGINEER. INO .t4 12 .0 53 4 - - 1] 6 5 4 3 - FOR INSTALLATION INTO BFS.WAN METAL SPIRS SEE SHEET 20. 11'^O' S4 1 10 - - - - t{ 12 0 7 4 4:8 - -.114 t0,b 7 es 43 3.6 (C) ANCHORS SHALL-BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, t 2.5 93 5 12 9 0 43 4 3 0 7 4.5 33 3 t4 10 7 - - - - 14 t03 6.5 43 - to Bb 3.75 - - D.0 7 4.0 - - 14 IIA 7.a 0 0 ^ - 12 9 8 4 4 _ _ (0 SEE SCHEDULE BELOW FOR EDGE DISTANCE E0. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-O' 14 19 10 - - - 14112 6 0,6 5A - - 13 1016.5 5 4 i 1.0 8 4.5 - - 11 8 Sb 4 33 - - 8 8 a 3 - - - - MAIOMUM ANCIJR SPACINGS ARE VALID FOR ELLE DISTANCES INDICATED BEMOW.FOR E.0.LESS THAN THE INVICATFD,REDUCE ANCHOR SPACING 133 9A 4 - - - - 1319A 0.5 6 4 - 03 B 5 4 BY SAATtPLYNO SPACING SHISH ON SCHEDULE BY THE Ff7IJ.OMNO FACi9RS. 9 3 - - - - - 14 14.6 41 - - - It 85 A5 43 3.5 13'-O' is li - - - - - 14111.5 73 8 6 - ^ 12 9 e - :,- - F ALM RS 6 - - - - - 10 7.5 4 4 3 - - 7.5 5} 4 3 -!- - - ADtLGt TAIPCON lle7T1 ADVANCED All POINT Sa10 BU1E TAN W TAPPER+ 2. A5 ^ - - - fa s e to 4 - - ^ 9.5 r b 4 - - - DCC TAPCON 1HREAOFORM T1i0HPWltTOY CAW MIN. AC 0 8 - - - IJ 9.6 S - - - - a5 7IT S 4 - - 14'-O' A4 N2 _ _ _ t4 10.6 7 63 - - - - ii s} 6.5 4b _ _ _ E.D. MN,SPACING+•3' NOL.SPACING.3` 'MIN.SPACING 3 1/2' MIN.SPACING-3' 3 3/+' 4' t0 .5 - - - 9 - - - '- 7 6 .5 3 - - - - Rue CON49ffwPOSED ORNTfaTE OnNlratTE BOOL ED t 0 &pOq}OM CAM 00AICROX em ii a 4.5 - - 9 6. 4. - - - CONCRETE BLOCK wN,ED.-3 1/r MRL rA.2 1/r CONCRETE BLOCS CONCRESE HACC OL EA-3 i/Y IBL M-2 1/1' 12 0 6 - - - - 2 7 4. _ - - - _ 3" to a90 1.0 0.78 SA 0.8+ TA 4.5 '5 4 - - - - .1 a 3 - - - 21 Y 0.8E 1.0 - - 0.07 1.0 ,0 03 s A5 e 4 _ _ IN UNISON ♦ r 0.71 - - - 0.01 1.6 - - - - - 9 &S 4.5 - - - 1 3/4` or M43 1s'^O' 14 - - - • - 2. 9. - - - - 10 Fs 5 - - - - T t 438 - - -' 8 a 4 - - - - - a 4. - - - - - 3 - - 93 r 5 - - - - 8 6 4 - - - - FLORIDA 6 AIDING CODE DTT i h elocit urricone one /[( 0 2011 EASTERN METAL SUPPLY.INA:. f = A Accordion Shutter System a - h TL• E C o t4 cc. ■ ■ 1. ■ Liv WX#1 W OR W/O H.v 1MNDOW BLADE • L * TILLR TESTING k ENGINEERING COMPANY Assoolatlon4 Inc. I OLD 11-003 Amotdaata ShufW Systema .N omm oAts t2wmt M Ao. r I1 1 HATE 11 29 11 OF 11 ata NW 3ele.SI.SIC 303.VIRGIM WamM!„RMA mode 426$ WO9td8 D (305*A71-1530.Fax t(305)871-1531 roorrvO 2 DRAWING No •-na10 Sta"Ow00"1'19.aom West Palm Beach, FL 33407 3 11-192 SiDNA��N�,4144 WALIM A 11110t Jr.P.E. 4 P.E. ft4;f&1iWtURE/DATE nGflaA Lm./44re7 6 11 or 20 SHEET A 4 0•0 Y Y Y rp> 1.MAN.ASA.CESId"PRESSURE RKYWItT10.- Ila Pa.l. 3.SWT.SHUTTER SPAN:49' 3.ALLOWEO MOUNTINGS:A.0.4&H 00 SHEETS S.7i AS WELL AS MOUNTINGS M.0,T.U&W ON SHEETS IE At 17. q�;}may �EIY CTOITFAMAtES 2 �.y(BbTN'W/�i OR 2�'t ARE ALLOWED WITH 1 3 �MUSi BE INCLUDED ONLY AT}'OCERi ll ACCESS SLOE Or OPPOS`ittl- Q CENi TYP.FA END ' ' J' J • S.(A)W LONDON BLADE i>�SMALLOfD.YAiLOW A WtNOttM OF 5 OPENtNCS ' (3'4 BOLES)FOR 0 PER&AGE AT SPAtAGS SHOWN ON SHEET a. t4AX 5 WINDOWS J J • (9)TART.CifMANCE FR TOP.OR SOTTW EOOE OF W WNDOW--BLAOi UM.ALIO5O IN tN w OF ANY 3'f HOLE FOR SHILL BE 14: UME 19 - -( FYiST ON LA,.�i eme COMING OUT mm STARTERS AT ENOS wy BE FN BLADE QI,�1 12 C. s (4)MY W 40OW MADE©MUST BE USED ALTERNATE TO A SOUO HV BLAOC L© THROUGHOUT SFORTEWS WIDTH. qqypp J J J J J ((E)Ct�l[EASNiES SHALL ALWAYS BE INSTAIEO ADIACFNt TO A SOLD LN . bd OlAOE l Ai DTHFR SSTE OF THEM.' qX I (F)PCLYCAROONATE HV W HONOW swLl 1E INSTAI3ED 54. TADS FACE SEE END �11QQg� THE INTFAIOR OF THE OP(NM eEIHG PRdECTED.M!NNOOW NUJ MUST BE CONNECTION Ay J J J J J ' ORLY INSTALLED ANO LOCKED USING A INSETTING TOOL PRWIO BY ASSN DETAILS ON SHEETS y INC. ID& 18 7Yp. FILL HEIow---/ d 4.SEE ANCHOR SPACING SCHEIKAE FOR nTALIATIGNS INTO WOOD FRAME 1 ') SUILDAGS ON SHEET 15,AS LMtTUO BY SPAN'ANO DESIGN LOAD(SEE-MOVES 4 P 4 . � 1,&2 A80wo. a :v Cp 7.-SEE&WHOR SPACNN(I SCHMULE FOW.WALSATKNLS 94TO POUREO CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND OE"LOAD(SEE NOTES L 1112 ABOVE). S.MINIMUM SEPAAATW TO GLASS SCHEOUE,PER AMU E-1998: - I [SEE IOP Pp&-e&-aCTTON R"REOINFLF3iENTS) �� 1NNO ZONE .JLNNIMUM SEPNULTO TO CLASS 0 N IYP W oa a8 i �tLUM1TFD Woof-- T THRU 3 ,• • MN SEPAMIg11 TO CLASS ' EXISTING GLASS ELEVATION — SEE S44DL,E ON SHFLT n FOR B."(1) 4 8.2s• IES S Jam,'-,.•.'—�-�.- -11�-'-^---- _, ATn ON TW FOR TLNJESO& 5 ' 2 \ . { SYM CENTERAATE5•Ql� ` ,,1 /�'f—•--=—._.._ // ` . ANO W/o (SES IN 4 ABOVE) TYPICAL. In HV BLADE MKING IN UNMQN WITH HV WINQQW BLADE (JA 5H-WHER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity iYBaLJXMX e Zone AAAAAAAiiAi„�� 02011 FASTESiN UEIAL SUPPLY,INC. 01WHA RV-1— A► Accordion Shutteem I L. E C d Nc. KY. DIAM#1 W/CR W/0 KV. Att1E o Amarlaatt Shutler Systems 7 Y a. IK I NI A t w.TILLIT TESTING & ENGINEERING COMPANY . 63ss>a.w.Sar.s1.,s1.,xs,wtOwn GM4FN9,ItOMM.u1ea Assoclaff", Inc. T OLD LT29/11Pham:(305)871-1534.Far:(305)871-1531 4258 W09tr04d9 Oriva 2 Nos-maR:uteca000lmm West Pa(m Beach, Fl 33407 3 'w 92`4 L1WALTER w TILUT Jr.P.E. 4 1 FLORMA Ut. 44,67 I P. FWR�/DATE a Z iur