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HomeMy WebLinkAboutProduct Approval I T F1&-jda Building Code Online Page 1 of 3 .� �' fli�ia�6iitiGt3i+afl� "" BCIS Home 1 Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 1 Links 1 Search j a a Product Approval doridr USER:P'ublic User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 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@easternmetai.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email iQuality Assurance Representative Address/Phone/Email 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 12/31/2018 Validated By John Henry Kampmann Jr. vv% Validation Checklist-Hardcopy Received Certificate of Independence F289 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.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 �,+*��•//==ri=n=T ��,�.��hi„1�lino nr,1/nr/nr dim dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... .1/8/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 i Summary of Products FL# Model,Number or Name Description i 38911 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT,PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"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. i 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks j 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes 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 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes I f I . .. Bads Next t Contact Us::2601 8fair Stone Road.Tallahassee FL 32399 Phone:850487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florlda.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: httn-,-//www.flf7ridabuildinQ.orR/car/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2v7vx5... 1/8/2018 GENERAL_ NOTES: 1.BERTHA WV.ACCORDION SHUnER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCUMENT(P.E.Dj HAS BEEN VERIFIED FOR COMPLIANCE INACCORDANCE WITH THE 2017(6N EDITION)Or ME FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NSTALLEO-AT HIGH VELOCITY HURRICANE ZONES. ^ DESIGN WAND LOADS SOW ION.BE DETERMINED AS PER SECT 162o OF THE ABOVE IMENTONED ED CODE.FOR A BASIC WIND-sPEEO REwR BY ME.RRISotam WHERE-SHUTTER-WILL - TABLE OF CONTENTS BE INSTALLED WITH A CIRECTIONALITY FACTOR Kd.•0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D,)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDIUOL ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO&S.D.DESIGN WIND LOADS Ai A I IRE EWES CD BY MULTIPLYING THEM BY 0.6 N OROERTO COMPARE THESE W/FU1X.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 N ORDER To VERIFY THAT COIAPONENTS AND ANCHORS ON THIS P.E.O.•AS 7ESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOWS WAS EIDI USED N THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ,ANALYSIS,HOWEVER.A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERFM710H OF FASTENERS IN WOOD- SYSTEM COMPONENTS 21-37 SHEET 3 ...DERMA H.V.ACCORDION SH IMER SYSTEWS ADEQUACY MR WHO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED INACCORDANCE WITH SECTION 1E09.1.2 OF M AL E ABOVE MENTIONED CODE AS PER TYPICAL SHU17ER ASSEMBLY 38-44 SHEET 4 All.REPORTS: TYPMJU.WINDOW BLADE& W7DOW OETAL -HV.B(/DE QQ 10214.01-03. /0715.01-03,/1OD4.01-05, 11214.01-05.10317.02-00./0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA 2: HV BLADE,(D AND W WINDOW BLADE IMP AND E-1996 STANDARDS(MISSILE LEVEL 0•WIND ZONES 1.2&3)&#1220.01-10 AS PER TAB 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLLCABL.E1 -HIM WINDOW BLADE O 10505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE LEVEL D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER T 202 PROTOCOL TYPICAL SHUTTER ELEVATION 6 NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F•COTN.WEFE/BLOCK SHEET 6 2.HN BLADEE QQ AND W WINDOW BLADE ® ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(NV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTON TO TRUCKS SHALL BE/102.75'AND 1140.75'RESPWMUY•410-Ht ULIAMUM SERIES CENFERW17E DETAILS NY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kit YIELD STRENGTH AFMD 180 kol TENSILE STRENGTH.PINS SWILL BE COATED WITH BERTHA HY DACROSHIFI D COA11HO SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE A.7ERRAPNG DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WIM AMERICAN SHUTTER SYSTEMS ASSOCIA710N.PINS MUST BEAR THE IN MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS 4NDICATEO ON SHEETS 2 AND 3.MINIMUM YIELD SIRENGM FOR GQB3-76 ALLOY IS 30.0 k9l AND 35.7 kd FOR END CONNECTION DETAILS L-Q CONCRETE/6LOCK SHEET 6005-T5 ALLOY. ANCHOR TABLES BtES SHEET 1 T ANCHOR SCHEDULE-CONIXtflF&BLOCK SHEEP 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ORA 50018 WUW 50 MI tali.YIELD STRENGTTI AND 90 kA MIN.TENSILE STREHM. ANCHOR SCHEDULE:- CONCRETE&BLOCK SHEET 13 AND SNAIL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCNEOULE- CONCRETE& BLOCK SHELL 14 6, BOLLS TO BE ASIR A-307 GALVANIZED STEEL.OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 kd MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFICATIONS:1HV BLADE Q 12.13.14.15 AND 20 NSTNAATION DETAILS M-R.WOOD SHEET 16 HIV BLADE QQ &Q WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X, WOAD SHEET 17 END CONNECTION DETAILS 7-I2&X.WOOD SHEET 16 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16*779.582.COMPONENTS OF TARS APPROVAL ARE COHERED,INWHOLE OR IN PART BY U.S.PATENT IV458.179 ISSUED TO EASTERN METAL SUPPLY.INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEA/CAULK S 3: HV WINDOW BLADE ONLY , ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASLENRIG IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RANN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST 6FM PEFMANENT LABEL IN.A VISIBLE PLACE IWTH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO 4: YiIHt)OW BLADE ONLY CENTERMATES AHEM ENGAGE OR UDCK ALL WAND HD LOCKS. ARFA 11.SHUTTER WVAIFACMRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA71ON AT ACCORDION SHUTTER IN ACCORDANCE WITH SEC1gN 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SNAIL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING 7O COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12.6EM14A WV.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WANT SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE ' PERMIT IS APPLIED TO. $3.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.1.e.WHERE THE SUE CONDITIONS OFMTE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - OBTAIN PERMITS IN THE STATE OF FLORIDA (G)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. hhESV)SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIWHICHWILL'SECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE PONSIBIE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHILL SUBMIT 7D THIS UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ROM BUILDING CURE Mon . h Velocity Hurricane 1on6 ALAI4� 02017 TLTECO.W. ®201)EASTERN METAL SUPPLY.INC. '"..... BERTHA HVTM \\ A S S A Accordion Shutter System I�LC OIN�. • • • • 14.V. E AM#1 W/OR W/O HV.WNWff MAX 6� L*M American Shutter Systems Lv x,CM oA1c ownm er Lc U i TILLIT TES71HO & ENGINEERING COMPANY L� ,,'� Association. Inc. I OLD 15-005 7/27 1 CATE. 01/27/17 \ 0355 RN.361A St..La 30%VIRGIM GROWS•A000A 3314 t AA\ 4268 Westroods O13V8 2 Phe:(305)071-1530.Fox:(=)571-153+on DRAWING No a-m'h t\ t5teco719 eoW.- West Polm Beach, FL 33407 3 17_107 .' '•cc��L�••.....,...G• �tt to WILIER AM G +.P.E _SV,OHA�•` ' 1 ROROA Lk./44157 5 SHEET P.EJ•S`£AtfS((sMAYURE�DATE e F 20 ES , ;UAU'FIED.rOR 0 HV 9DOdy UNIVERSAL FLOATER QUAUFIEO oR USE W/ OVERED UNDER US PATENT / 458179 QUALIFIED FOR USE W/ HV t3LA0f C ® HV BLADE 60 - lLOY AND TEMPER n HV 6061-T6 ALLOY AHD TEMPER ro 3!4SEE LIMITATIONS Of USE Of E®ON SHEET 19 ENDER 124• 61163- Y D 1EMPER_ • - - 06 .994' ry 67 g 2 • 842 g _ • •' L 4.438' .T2 1` ......................... -7.920.^ ' 72' W/HV ('8!HV WALK—AVER TRACK BLADED '� QUALIFIED FOR UIE W/ HV CI HV TRENCH TRACK u' if B 6063-T6 ALLOY AND TEMPER BLADE 1 OUAUFIED FOR USE W/HV --����� pp������������������ QUALIFIED FOR W/ HV 6063-T6 ALLOY A TEMPER BLADED ONLY. @ RV RAI GUA RD 1 • - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UI W/ HV LIOY A D TEMPER ,.A VARIES 1 1 VARIES 1936' 6063-T6 ALLOYEAI TEMPER ,,,,,,11 1'917' 0-3— iyJ 83' 063.O' 6]0 , • . L• 670 ast4• I i 0p. 670 Ia,1p� � . t 1 HV CEILING HEADER 13 HD CEILING HEADER/SILL IFIED FaaR USE N BLADE 1 ONLYALL HE QUALIFIED FOR USE W/ HV BLADE 1 ONLY. 6061- AND TEMPEP) QUALIFIED FOR USE W/ HV BLADE(If) _ I'4 SEE SECTIONS FOR VAU SEE SECTIONS FOR VALIDITY. QUALIFIED FOB USE W HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE 1 ONLY, 8083-T6 AHOY AND TEMPER L COMPONENT A 0 TI 1 T2 X MN Y MN. 2• . 2• 0.125' I I' 1' .DBY (t7� 2• 6•wx.1 1/0• , 1/a' Y F 3' 0.690., 2' S'AIAX. 0.192, 0.19Y' 16 SIDE ANGLES ALUMINUM I O ALIFIED FOR USE W/ Hv 19 I 2.S' T MAx. 0.190' I0.19a C7 O ALIFlED FOR USE W/ HV BLARES QUALIFIED FO$,USE W/ HV {� BLADE 1, 6063-T6 ALLOY AND TEMPER 6063-BTBDE I7ONDYTEMPER •J' I 2- V MAX.j 0.139',0.131' 6063-T6 ALLOY AND TEMPER rAiiiiz FLORIDA BUILD KG CODE Non High Velocity Hurricane Zone 02017 ttlECO,INC. C i 02017 EASTERN METAL SUPPLY. INC. G 'l �iAVY • t BIEIRT(.( �ceas4t % A S S A IL Accordion Shutter System E C O LNa. Itv BLADE{}1 W/OR w/o H.v.wt>oDw Bu+DE / American Shutter'Systems ICY. DESE1rnw -DATE 'MWN M LC. TILLIT TESTING & ENGINEERING COMPANY Aesoctaltan, Inc. 1 OLD 1s-08.'f 7 27/1 DATE: 07/27/17 �V,^ sass IAn.7MA,a,51..SDs.vECAAA aAfOD,s.namA n,a 0•. �F i 4288 Weslroods Drive 2 DRAWING No rnon.:(:os)a71I:G11 Po+:(3os16]1-1531 ORION.,- �4 •-moE L11rc•Ood.<om West Palm Beach, FL 33407 s 17'-107 ..........I L\ EB.00067,9 4 pp�� 1 MALIER A.00047 TRUT dr.P.E. 'ss/0 Ti" dl 1 noROA LAa E 44167 S SHEET P.E� Wrl'!�E/DATE a J 4,060" .745" I '-_I 1tA1 20.1 1/4•-70 Caf DaA I S � 1 I n�NOro Nal°�m .082" 1 '• ss — I o ORE53 Tww 7{ �l 1 .31e _ GRASS Cnx DER BRASS CYL14)ER 'Da) PaUDr DjNR(COut (ORWA GLAND) HV CENTERbUl1 ' ` = ® HV LOCK FlE©A USE W/ lAOEO&�ONLYHV 6063-TS A AND TEMPER PALED FOR USE W/ HV BLADE 1 & ONLY a QU%F ED60R uSE W/ HV WAUFlEGRIE USE MV 6063-T6 ALLOY ANO 7EMPE HV CORNER CE - BLADE 1 & Q/yl ONLY. BLADE VI & LY. r VILIFIED, FOR USE W/ HV MAE 1)ONLY 25D•O0. T6•6063-T6 ALLOY AND 1EMPER t MOLD TO 1• • 2 SCREW [�360•AFlfR t0VElYifi ve• j 1/4"0--20 x 3/4" IaETDRE RnrEnNG IVN I 7 7.7to ( _ 1 S.S,#SERFS 9444 AMDAIM(2024-73 ALL LARGERfLM=TfwH niOHY FLEVATKN .�ne� MALE N N SHEET RUTSM,PART 10820.AS WAVACTVR DEL ED BY A9 PLAN 4L�9 4,5W ! C"UM TOROR4 PM9PPENY.NEW.MCV 07064 OR EOUN. LOCKER FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/ HV GUIDE 1)ONLY @ HV FEMALE "T" LOCK CENTERMATE ® HV "T" LQ�K G� 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE Uuxff ED F US W IC QUALIFIED FOR USE W/HV BLADECIONLY QUALIFIED FOR USE W/ I1V BU1DE(1�ONLYHV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND i[YPERR'' W/HV BLADE Cl:ONLY. BLADE 1 ONLY. 1 ' &lei r— 083' B THINRTLMN ei .214• ^J .083 2' ._ 6' CYLNDER OR ryy .214' - KEY CYUNDER j I t .545' HD wdi�"ICKItJO ROD HD CE L.1101) Uee N 1 .125,Mi... MKIM OU ED FOR USE W/ )1V BLADE 1 A QUALIFIED FOR USE W/ HV BLADE 1 & A O 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER '; • __. VAR:Es, 12•uN. QUALIFIED FOR U E—WY'"HV-BrADE 1 &(R L/C.-20 S.S.CR 3/e'.-le j 6063- LOY AND TEMPER THUMBTURN CYLINDER OR KEY �I I 1.57 1T4.. CYLINDER ® LOCKING RODA (11/4 QUALIFIED FOR USE W/ HV B E•1' � " 37Y° " 4 HD LOCK ,,�� 6063-T6 ALLOY AND T PER `� CJ11/' HV 3/8 0-16 ACETAL r — eY RECENT HARDWARE MORTISE LOCKS SERIES-2333 HOOK DOLT LOCK. .1a/INSTAUATION WILL R IRE A 7/16- HCLE THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 0& DRRILLED AT TRACKS PROPER EMBEDMENT QUALIFIED FOR p HV BLADED QUALIFIED FOR /Ltv BLADE 1Q FIORIDA BUILDING CODE Non High Velocity Hurricane Zone LTELp`'r�_�E4 02017 T0.1ECo,INC. (02017 EASTERN METAL.SUPPLY. INC. Y Y�;.•••... aI VN �� Mi Alt.S w S wA. Accordion Shutter S stem ME C O INC. )LV.BLADE#1 W/CR W/O HV.WNDOW System *� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems MV. oEEct9twK olltt oaAwN Br. Le. • -0' STATE' 2 6335 Nr.36Ah.St.St..30S.VAG2A4 G"004.PL4RW 331 Association. Inc. 1 OLD IS O65 7/27 1 are: 07 27/17 �'. Ph— (305)071-1330.r4.:(3051871-1331 4268 Westroods Drive 2 1R14c400d.can DRAWING No [P.E. Wesl Palm Beach, FL 33407 3 -f .n.. ��p� WW[R A0006719r.P.E ♦ 17'��0•�tl1PIU�fA R!%DATE rL°mml u`'/44167 s _ SHEET 6 3 F 20 �RA-� p J�.j.�+• V•®a �v �: •A i +NOTES ON HV LOCKS AND-CENTERMATES: A a c a M R s r 0 IN: 1.1LMHD=CORMKIN i1L ONE HV LOCK®or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN IN OR 12'ABONE OR 2 OF SHIrfiER SPAN FOR SPANS UP TO tOS',AVO Fit INSTAL 110NS T AMf ElLVATION.HAY AIC%* VAY 8E'USED AS AN tNS10E OR otRSiOE LOCK,AiTACriED TO OR CEMERLUTES_%(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SWILL BE AS INOICAIEO-ON lYP1CAl SMl ELEVATION. ® O4�`a 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS OR qWY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIEIWIES - OR®®SHALL BE AS INDICATED ON NOTE(1)ABOVE. - LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II LOCKING RODS AAE HOT REOUIREO AT RRIME POSITION, BUT MAY 4 S �00�0 u�4 1 Q USED F D EO TO E SHUTTER PERFO E. LOCKING RODS OR AN ALIERNATME DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.IMT✓011TORY Opp����_�ONE hV LOCK® IE USED AT COtOER CENTERMATES FOR ANY SPAN AND INSfAUATK®®kS Ai Miles--EI.EYATION.HV/LOCK/ or SHALL 8E USED AS Ni OU1510E OR INSIDE LOCH. 11F AT TOP AI ATTACHED TBOTT0,SHALL CORNER BEMUSED TLOCAT(10t 16F LOCK SHALL BE AS INOUCA7 D ON FIN 14FA T.US.TWO UOCKRM ROOS YPICAL SHUTTER ELEVATION �R xgc-xvc _ MAXMUM SHUTTER SPAN SHALL BE DETERWNED AS PER"SCHEOULES SHOWN ONAiEET 12. i d o a s y •ONE ALTERNATE HV LOCK WAY BE-USE IN DELI OF IiY LOCK a FOR ANY SPAN AND { ^ 4 .S.AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED A5 AH N OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-200/4'S.S.THUUBSCRflY TO C.OR CENTERMATES SHALL BE MNE W/ 1/4'0-20K3/4'ALUM. RNNUr AS SHOWN ON SEC"HVE. SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. o , 8.uLyOATOFitF caNlxnoR ji FOR KEYSTONE MOUNIING 117AT IATIONS. ONE NY LOCK m or®or®SHALL BE USED At 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-AHOYE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i ! To 08',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK-®or @ or®ANY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0-'or®SYMMETRICAL CFNIMUMES W/(2) 1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END i ILS.LOCATION OF LOCK TOP AND BOTTOM HALL BIS COMPLETELY INDICATED DICATE ON TYPICAL SHUTTER ELEVATION.USE Of LOCKING RODS®W/ CONNECTION DETAILS ON 1lwp,IOF%L I1 I *NOTES ON HV "T" LOCKS AND CENTERMATES: HEKHT. OF CORNER 1 CENTERMATE ONE ALTERNATE HV'1'LOCK MAY BE INST lE0 R3 LIEU OF HIV LOCKS OR FOR ANY SPAN AND w I TALU110 AT ANY t1>;VATK)N.ALi RATE LOCK Y BE USED AS AN ITLS DE R OU DE LOCK.ATTACHMENT °"'LyiOq©'i�u®ox IC ' OF LOCK NHCLUO£S USING REINFORCING LOCK .AS SHOWN ON SECTION 1iV0,SHEET 9,WHICH MUSE BE 10• o'®• �1i©a" CONNECTED TO CENTERMATES®AND 0 W/ 1/4'0-20 x 1 1/2'_LONG S.S. DIMEO BOLT W/7/a*0 x 3/32' WINGNUT OR W/4/4'h20xt'S.S.M.S.Rrt0 A i/4bx 5/8'RIYNUT. OCK MAY 8E INSTALLEO.AT MtOSPAN OR 12- I�•.�. :OI©•�)•®w MAXIMUM A80VE AND BELOW MIDSPAN. USE OF TYPO LACKRIG RODS TOP AND DOTOM IS MANDATORY. 0 w G1.@w®g• w(�•�$«((�j•� *NOTES ON HD_LOCK 1 HO twx ITa enfrEMIATEs W 09 3,W/ :ONE ALTERNATE HD LOCK 0 MAYBE USED W LIEU Of TYPICAL (1) HV BLADE SHUTTER ELEVATION SED AS AN BE OR A OA D iacIONS K'"To®'LSS W/3 1e L RD 3/8-F.H.S..su.sY BAND INCLUDES N.T.S. REINfOACEM£Hr INSERT AS SHOWN ON SEC IONS HDB-HAND HOC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAH OR 12'NAXWUu BELOW OR ABOYE MIDSPAN.USE OF WMNO RODS Q 15 WMPLEIELY OPTO M. is-d% on i h elocily urricane one 02017 MIECO,%1C. 020LT EASTERN Y.ETAL SUPPLY,ENC.BERTHA 11��''vCENs�:•:,'�9:� A S S A tl4 ■ 'Accordion Shutter System L E C 0 INC. t t m.TIME*1W/CR W/01L,V.1 NMW nAx ,� Tt American ShuHer Syaiema IV.lkusa M 0AI[ DPAAN er La 's F TAUT TESTING 8 ENGINEERING COMPANY AssocrO((On, Inc. I OLD 13-065 L 1 MT[: O7 27/17 0 % 44 4.-1 7FU R.5t..SD!N2aru NYDe$nauu 3116 4268 Westroads Drive 2 1 hona:(305)871-1s3o.ra.:(305)D71-15A DRAWING No s1n•. ...... .-mWetat o7091Rom West palm Beach, FL 33407 ` TONAL ENIIda1 WALIFA A rk.h.P.E. 5 7r1 O7 P.E. SEALjS1Cll(�+URE/DATE n�O Lb.A�ti1er 6 SNE3of &0 POURED CONCRETE r--CONCRETE ANCHORS CONCRETE BLOCK POURED (SEE SCHEME ON 0EOlMtEO 14'0-20MJ/4 S.Si. CO ACREIE REQUIRED SHEET 13) .-- rL p COHCNETE/NC1tOR5 1 NE SC EWS REQUW��' ;---�:— (d1 (SEE SCHEDULE ON W/1/4'-10 , CONCRETE ANCHORS �E-Hx_ 1©E S A LYBT—(SEE Uwam 00H SIM 7) SHEET 13) NUTS O 12'O.C..(SEE SCHEDULE ON SHE 13) _Min. 1/4'/-20.J/4'S.S.6T EO EO WCHINE SCREWS COEO�J1/2' USING 10/C'-20 NUTS r i E.D.• .2 Mo■. r _. r D.• r`---- 250• E. 1 1 I I E. IT O.• OR U5 P. L� OPTKINAL i 1mo m i i Spy a am i UK SEPARATION TO CLASS 1 I—arat am WO 1 1 ) OR ® ) fl�—(--(SEE SCKOIAE ON SHEET 11) HG I Fj SEE!f MIN.SEPARATION TO GLASS I I (SEE SCHEDULE ON SHEET II) 1 1 E78STIND GLASS--; BY WALL HEADER INSTALLATION v HV WALL HEADER INSTALLATION +� HV WALL HEADER IN�TALLsT10N + KEYSTONE MN.SEPARATION TO GLASS , 1 OR t� J (SEE SCHEDULE ON SHEET 11) 1 GLASS--- TING UK Sw Wa an1 ,^ YW.SEPARATION TO CLASS 1 1 ) S S HwAc :--(SEE SCHEDULE ON SHEET III 11 �~ 7 OPTIOIN_ I t I t t0 M1 CLASS--+ r•1/4'Mon O �� t 1 1 OPTIONAL E.O.- E. , 1 _ � I 1 ) \ 1/2 D,• --_ 19 I. - ---- �;� ^1J2`- I�INCREA 13 OR a t ->_-__- 12 CJ 1/4'0-20.13 'SS.PHEUPS TRUSS HEAD 1/4'0-20r3/4'S.S.PHUJPS MACHINE SCREWS USI NO •_1.. CONCRflE AHCIfORS _iRUSS HEW MACHINE SCK VS CWtCAET£ANCHORS ) 1• i/4'-20 NUTS 0 12'D.C. _ (sEE scLRE1wLE oN W/1/4'-20 NUTS o 12•D.C. (SEE SCHEDULE ON SH 13) Mtn. OR COPOURENCCREETE BLOCKSHEEP TJ)POURED CONCH _ _ AEOUIREDOR CONCRETE d ANCHORS WALL REWIRED CI (SEE SCHEDULE oq Q dy WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (g) HV WALL SILL INSTALLATION NQTF FOR COMSWAllON OF SECTION: INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TTPrAL SHUTTER • E.O. EDGE dSTMCE L* S&EE L ATOMS OF USE FOR �JASSEMBLY (SEE SPEGFICATKINS ON SHEET 13) ADE�ON SHEET $9 \El HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINEDIN ANY WAY TO SULT ANY INSTALIATIDN. ( r AA ,� NOROMA BMW CODE Non Ni h Veioci: Hurricane Zane ,4 St A. fi y ,4 �,•�`•�I1M 4/�1_ 02017-TILTECO.WC. 020N EASTERN METAL SUPPLY.INC. AN BERTHA HVT" CA S S A Accordion Shutter System 7TO L E C O i N c. H.v Rene/1 W/aR w/o H.v w"M wM 7 Q TILLIT TESTING & ENGINEERING COMPANY Amerlaan Shutter Systems ,N oEzwmN OAtt tlftAxTN BY: Lc. ` 03a N.w.3bn 51..M..3t17,w»t+uM NAOWF.na1mA 331 Assaotallon, Inc. I OLD 15-085 7 1 LATE: 07/27 17 'C''• w'- S Pb_:(3O5)S7I-uso.ro■:(30)871-1531 4268 Westrocds Drive 2 '.s�DMAt EN6 1' --a.tn...Qool..o West Patm Beach, FL 33407 3 DRANNG No 11 EB-0006719 4 17-107 •����•�II/A/.tr'I WALTER A TILLT h.P.E. P.E. SEAL/SIGNATURE/DATE no an4 Lie.(44187 a SHEET OF 20 CONCRETE ANCHORS YKS / O r -- PM:- CONP CURETE (SEE SCHEDULE ON SHEET 13) ',� TOam(SM OR � EXSRNa i � Wj0 p� 1 REaIYAE�� EOCE SUB,Or �rq o!D[ CLASS—{ Yam t•OR�tsepu t)E.0.4 APP11CA8 E EXISTING w aiALTERNATEOCATION i ENawoo) LOCATgN /f0.3/4'HEX W ER HEADC�OR 1 OL 1 S 3/6 fAN TEX SCREWS O 2.O.C. CONCRETE 8 6 +C (SEE ON SNEER 13) I E ET) E EXISTING ; ''I 'I EDGE OF GLASS _ E [Of IFIi1/2' I�•1' ,am OF SAPPUGBLE UAL SWAAMIDN .a .0. •A� I}1 ' o asis O55LLIImmAPPLICABLE 'POURED) POURED MT,HEAD CONCPEIE ANCHM ^{ijro�ne OE ieO O RED-,"' _ .. RE0 0 E.0. N� (SEE SCHEDULE ON SHEET 14) t �ta 1�f OR ® CO ETE Mt NFJID CONCRETE ANCEpRS • ED E.D. E.0.4 (SEE SCHEDULE ON SHEET 14) @ TRENCH INSTAL LATION QI HV WALK—OVER INSTALLATION VAID ONLY FOR UP TO+70, -75 PW AS.D. 0, HV CEILING INSTALLATION t SC14EC PRE1%SH RATwc&FOR SPANS PER SCHEDULE IS.SHEET 11 - . 4 — o aA 1 w= - O �IESCHEDULE ON ,/4ro mr TAfY.a --� �~ o,sm It 1� EXIS7TNC-� I / I EXISTING,_•: tw sMa,q ? u,.t4PAAM10M t0 RAS! 1 , � IXUISCS -- 1[GHOIO(fVAw%PA POr[TLt GLASS CLASS J�+aaau a 5,4t,11 L1J ,•1 1OMIIOI,w r RXL D�+MCHOemum•6, FJAX 1/4 0 i i (Oa seou.a ,O t OC.rat LP TO P-W SFAN AM ' 4.O.C.MR SFM6 UW001 DLW ^T , 1/4' U-V UP TO Y-0.1WL APPLY . 9 3 OR 15 0.4 WASH HEAD .E-D'• i - O 1 MR'p'E t OR 3 8 1/2' TEK SCREWS / CONE.S[A'AANt MAX. /14.3/4' HEX HEAD O 12.O.C. }I�8. 8 i' •i j I,' 9 r� TEN SCREWS 0 9'O.O. ; - --- /t 4.3/4'S.O.S. -'V57/4Hp 203/4*SS nUSS OR 1/4'6-20 S.S.Y.S. CONCRETE ANCHORS l _ _ $ .O [`7/ 1/4• W/NUT O 9'O.C. (SEE SCHEDULE ON 1 O 9'O.C. :1/2 --- _ M6�, tI tY O.D. 1 SHEET 14) 1107*4) ••n 1/2' -t'• 17 18 2.00''IlN at '�ucoRArec or (i STAB IF \ � -114.3/4'F.H.SO.S. ' MIN. E.0. SUL) l • 1 7/8' 1 7/e' APPLICABLE` ` \ O 9'O.C. - POAKO COKRDE CONCRETE ANCHORS SEE ROTE 13(b) ` REOMIC, L-----E.O. pOUHEO CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE HEET/J(b)- ' OR CCONCOREIE BLOCK SHEET-14) POURED CONCRETE ON SHEET fLj OR CONCRETE BLOCK ' DPnoNAL- PouREO REQUIRED ©KEYMONE MOUNTING INSTALLATION CONCRETE G HV WALL FLOOR INSTALLATION © HV WAIL WALK-OVER INSTAU eTlnlu -w M ASO.OLsrt1 ROMP#M-rn pa RED UAwtAA1 SMII,LR SPAR W-7 Q,HVREW+RAINGUARD INSTALLATION t 11DIE:. t INS INWALLAWN NDTE_roR COM.=xhiXOti-O_c SEr.[aNS: •E.0.-EDGE DISTANCE REMWABB EWHEN PERFORMED ME 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIflCAnONS ON SHEET 1J) ORMENTRANCEA+OPERABLE«R • SLADE"D�N SHEET'19 FOR INSTALLATION DETAILS W� O HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SLIT ANY INSTAllAT10N. )ILIA A A, r�� RORM BUILDING CODE Non Nigh Velocity Hurricane Zone L 02017 TIUECO.A1C. 02017 EASTERN PETAL SUPPLY.INC. BERTHA HVTU, *• 1L E C O ff3C. A.S■S■A■ Accordion Shutter System .p L - H.V.EIADE}1 W/OR W/O EEV.YRMM MADE TILLIT TESTING & ENGINEERING COMPANY AmeNaan Shuffer Syaterne txsLA9Pa4 own a1us11 en LC Gam` 4Q p4 0 633S H.W.MIL S,.Sla 305.1Swt44 OM Ma.Rout 331 AElacclOflon4 Inc, I OLD 15.085 27 1 DA1E: 07 27/17 P P,R :(JO3)971-1330.F..:(306)071-1531 4268 Westroods Drive 3 /pIyAL EN6 111' •-^•�1H140Q60�••6f West Palm Beach, FL 33407 3 DRAWING No _ ,E��, EB-0006719 1 7—1 07 '• .AAA//� WALIER A TRUT,H,P.L 4 P.E. SEAL/SIGNATURE/DATE noROA L c.1 44167 SHEET OF 20 SEE NOTES ON LOCKING RM®,11N LOCHS®ore FUT {!LJ EXISTING GLASS INST_ ALLATIONS W/ D HV AND ALTERNATE NJ LOCK®ON SNEE,S. BLADE S **WDE SLACK DE11%HW 13 VALID FOR AIL C(NTV"TES APPUGIIKN WON mmo °"®°"©•�°"® 10 •®°' OR SEE END WALL CONNECTION { 0•�aA©•�+Q•®a EXISTING GLASS DETAILS ON SHEETS f0 At ta3 1 0'07 •@n©•(D•®a t r[Yrlro40•-2 i d•�a®•®«�t®•�5 / J 1/4- 7• 6.1/2• .�- (6O6/J�-�T�e/uoh ALaAI- OPPOSING ! ANG u+"cG s'o40 Twoow I 1/x a•®•® SYMMETRYCAL ENTERM t4)flal/2.0 u/iDTTtDaun).eE ' b I C o I W�CENTMINT ION /IOiJ 4'S.MS.O 12- AT MH N16LE C:FULL LIENGHT. (nP)i * � 3 # O CUSS (ONE SCHESHEET ULE 11) {N ®-,( ON SHEET„) I 5 * 1 O A� i 1 — --- OUT 10•®°1j®•�3r•©•©o" ® 0 O HVC a a1 6 • 7 a 8 e.10 • 3•+ rPOUREO E BLOC CONCRETE OR O'Q •©°RO.O'�I 10•®O1®•'Z3'•" ®°A EXISTING G1E55 CONCAREED BLOCK NAII wsTING •®�'1®•®a®•®°' SYMMETRICAL ————— 8 7 as& ----— �\r- - — / G„SS I I N �' • 7 •® NN.SEPARATION I e ®°"O��°"_�•�J�sL�ASss I C NTER TES* To cuss , `-— 1 OPnONA1 (SEE SCNEOULE v, I °1�•® # IMERIOR 8 •®��•®��•�$ ON SHEET 11) MIN.SEPARATION ®°• ®� .. 3 _ a • . TO GLASS L�� (SEE SCHEDULE 1 I 1 V OPTIONAL ON SMEU 11) (INTERIOR) ------'- OUT ---- ------- ------------ f , I CONCRETE oolo \J - ANCHORS O / I tii'O.C. S. t * 3 VARIES 3^ ! 90' * (EILTERIOR E ) :�•/71 n ® 6 UT 6 1/2•MAX.SIJICK . � ICJ Fo—uT1 @j -Q HVE HVF** H V D af11FF, ,yy fIQUA BUILDING CODE Ron Rgh Veiccity Hurricane Zone' LA 0200 WECo.INC. 02017 EASTERN NErAL SUPPLY,INC. BERTHA HVIU ALL •'vCENS�:•..�' z O A.s.s.A. Sy Accordion Shutter System 11L ECOfN�. American Shutter atema RV HAM#1 W/CR W/O 1Lv.WNDOW MAX i TILLIT TESTING & ENGINEERING COMPANY X 6[SEAUAN OATi 11AMH LC ;- ,�,'•., A`L 635S N.W.lea,91,SI&xa.VJN*U(100 0.«O DA 3318 Association, Ina. I OLD I5-CS5 7 7 1 OA1G 07/27/17 Ph :(303)871-I330.For:(303)07I-1531 4268 Westreads Drive E DRAWING No • SIGNAL ENO�•'''1, [6-00019.«n West Patrn Beach, FL 33407 s ,7�'07 --'� • // •• WILIER A.IKUT.R.P.F. F SHEET 0 P.E./SFAL�SIGNATURE/GATE noRCA Lc.i{at6T s •7 POURED CONCRETE OR - -- '--POURED CONCRETE POURED CONCRETE RETE OR REDCON CONCRETE —• CONCRETE BLOCK WALL OR CONCRETE —`--- BLOCK WALL REQURED — BLOCK WALL REOLARED REWIRED BLOCK WAIL REQUIRED , EXISTING GLASS - .-E%wft CUSS 2'MIN EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS _ _ O 16"O.C. 1_ LHlL�ARATIQI rr .-� I--1' 1'-) '� A r MIN. r— ro C1ASS(SFE SEP r LN.SEPARA110N SCH UIE ON SHEET CLASS(SFE ! I MIK SEPARATION 11 FOR BLADE SAND SM TO CLASS(SM ' EQ EQ TSCHEDUE ON StEEY 1/16•■3'MAX. ON SHEET 19•Oa 9CH[rrliE OH S7EST 11 FOR BADE♦ ne (6083-78)CONr. DIAT EM&Q 1CN SLAM imOgR 11 TCR BLADE mAN ON SLEET 19 FCR ALUM. CLOSER , md<© 1/2• ION SHEET 19 FOR (LOCALE A7 - BLADES Qh Q PLATE.(LOCATE t/r. 7 BI/OE5®6: 6 SIDE AT EITHER S E OF S) OF 4) 1 f 2•MRI, 4 USE I'OR r N7O1. /10.1/2•S.M.S. (A5 APPUFJIBlEh2't1/e'AO'-Y /to■1/2"S.MS,-. _,_�._ T O IV o.C. ` I -----_� ALUUMA CUP ANCLE —" O 16'O.C. 4 (6063-18 ALLOY)AT MIpNE1C{{F _ 4 (2)1/4-i1T KOLAS Ar+Tco To \ SEE DETAIL X FO WALL AT 1.O.C.(LOCATE AT 5 OR EITHER s+oE of 'S CONNECTION Q91 O) I OR (� I OR & SEE DETAIL X FOR {� ® TO TRACKS ! SIDE CONNECTION �R • Q•Q7 a 8 •® 4 w e "• SSN1E CONNECTION TO TRACKS w w 6 7 a 8 0•®w .®w®. .®w i0 TRACKS •®w®•�,©•®w ©•p•©°'�•V•®°' ©•p•0 ©•p•®°• • ®•�9"V•®w ®.®w®.®a�.©w ®•�•®•CEO•©°" ®•®-®•®.OB ®w BO•[Y^®•®. •®w(D•® ©.®°•®•®.®•®.®•® ETAI Q) �® ems.®w®•®TAIL •�A END CONNECTION DETAIL 3 4 END CONNECTION DETAIL 1 END CONNECTION DETAIL 2Q Q •ALCAMUO ONL P/WS GREATER THAN 12'-O• POUREO CONCRETE OR-E%ISTa:C GLASS CONCRETE BLOCK WALL EXISTING - /-' SS -----L REWIRED --- •`�'�}--- "'—" ' ---- . _________jlot/2•S.M.Sro GLASS(SE O Is D.C. MN SFPARMON Y —-—-—_„- 151F�EONSFxEl ANO CONCRETE 1/2•MW. TO CLASS(SEE .___ ___ - ROW(qW ADE ON SIM 19V ANCHOR O rOD1 eIAOESIW @ / ---_ 0 (�,�9W0 CONCRETE EIADGS�&Q 12.O.C. 5 BIAomms Q 4 ------- - `C5-' ANCHOR I \ EO OR(D A Id� 1 2 MIN. O.C. >-(----- i U 4 -------- EO - 2'uRl. 2'µRl, ♦ SEE t9F ATIONS OF USE FOR BLADE"ON SHEET 19 C-R©OR(DOR@CR(p 5 I OR 61 1 OR �� wQw©. 7 e�.®w �-POURED CONCRETE OR Ow©'OO w 6O"l'H'®°' 43�. O CONCRETE BLOCK WAIL _ tom,. � �'®w®•�^ •®w REQUIRED �o®w®•`U'-©•®w ©•p•©a©•Q•®w O CONCRET OR CONCRETE BLOCK WALL, END CONNECTION DETAIL® ap•®w®•®w®•®w A © �®® FLOW GUILDS CODE Non High Velocity Burricone Zone LL`L� ''�j,GENSF•.v� 02017 TttEtO,INC. 02011 VG%M UETAL SUPPLY,INC. BERTHA t A.S.S.A. iu * 1 L E C O tK�. , Accordion Shutter System •d yy�/ i* Amorfacm Shutter Systems K 11 6tADE X1 W/CR Wf0 H`VDR DRAWN Or. TIDE !!'-^^`'�� f T!lUT TESTING & ENOINEERINO COMPANY �O`••., •4Q 1L eass R^36M u,sw DOT,vAcm u ws,n0FWA all ADSIOCIDtton, Inc. 1 OLD boas 7 27 1 IMIE: 07/27/17 Pt-(305)a71-1530.For:(305)871-1331 4268 Wea(roads Drive : ; h L .-mak%;%. eoa.com West Palm Beach. FT. 33407 a 0(HAYHING No =lONAL�N„•�' WALTER A mur719'P.E. t 17-107 `!gIHIr••' FLORA Ue.1.1,61 a P.E. SEAL/SIGNATURE/DALE s SHEET F 0. SCHEDULE N1 SCHEDULE #2 c_HFDU E #3 MAXIMUM SHUTTER SPAN "L+' OR L-" MAXIMUM SHUTTER SPAN' 'L+' (IMUM SHUTTER SPAN*'L+" (ft.. FOR INSTALLATIONS W/ OR •L (ft.) FOR -L QQ INSTALLATIONS INSTALLATION- - LEMOMM 0-SE®or or INSTALLATIONS W/ CONCREM WOOD ((1)L+;MAXIMUM MLOWABLE SPAN FOR A GIVEN W/ ONE H.Y. LOCK ® or ®or�or & W/ONE HV LOCKS MANSORY POS1161E AS.O.OEM PRESSURE RATING. HD LOCK Wj NO LOCKING RODS or ONE 1LV LOCK or or® W j NO LOCKING L-:MAX.AILOW/81E SPAN FOR A MEN NEGATIVE CENTEAMATID 280 29 W/ ONE W/ NO LOCKI G RO S 1 WALL A 8, C. 0, E. M. N.S. P. O, ws.a DESIGN PItESStIRE RATING. vyff' SEE NOTES f.tt) S MOUNTING F. K & L R. S,&Y. lflr•[" LOCK 30 /TWO LO I®NG ( (wup FOR u0u+iw041 (2)PROCEDURE TgOE(ERMME MAXIMUM SPAN FOR RODS 35 TOP & 807TOM EE W000 SHEET 7) FLU/L-nM LUNG G. H. I.It- J T. U.W de X WALL►ODURNG9(IOPJMTTOM)OR FLOOR/CCLING: CONCRETE&C INSTALLATIONS Aa 1 wsa m CONCRETE & M GIVEN A POSITIVE ASO.DESIGN PRESSURE RATING. LIR INMLATIONSINSTALLATIONS 10yLESNnow/��Nl� DETERMINE M MW SPAN'L+'FROM SCHEDULE. ham a(.a-) / ' aoD f1RM0147070 GIVEN A NEGATIVE ASO.DESIGN PRESSURE RATING• U•23 FLOOR CEILING WOUHnNC DETERMINE MAXMAISPAN'L-'FROM SCHEDULE. MAwMUM SHUTTER SPAN'L+'OR 'L-•FOR16r-0' 16-0' 10-0 16-O' 30 16'-O' 18'-O• 30 18'-G 18'-0' INSTALLATIONS N[0 W000 SLULLL 8E U1G0E0 TO FINAL 1JA10MUM AllOIfIBIE SPAN IS EQUAL.TO THE 1 •1 3S 14'-t0• 14'-f0' u 1S'-2• 16'-10' 105 pt/.A.S.D.DESIGN PRESSURE RATING. MINNUM DETERMINED SPAN BETWEEN'L+'AND 'L-'. 40 13'-IW 14'-2" 15"-2" 40 131-10• I3'-10" 40 14•-2" IW-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPIN FOR 45 13-t' 13-1 13-4 14-Y 45 iJ'-1' 13'-T 45 IS-4' 14•-3' t HV CORNER CEHTERMATE 13.MAY BE USED AT ALL COMBNU110N5 IN BEIVTEEN WAIL MOUNFNGS 50 1Y-S' 12'-5' 12'-8' 13'-7' F5012'-S' 12'-5' S0 12'-3- 13'-f• MOUNTING 1NSTALlAlI0t7S.LOCIONG SPECIFlCAIpNSTV/FLOOR/CERJND UOIINTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION/255 11'-10" 11'-f0- 12--1• 12'-11' 11'-10' 11'-10' SS 1f-T 11-fl FOR A GIVEN P09FlE AS.D.DESIGN PRESSURE 60 11•-4-4' 11•-4• 11•-7' 12'-4" 11'-4• 11•-4' 60 IV-2• 10•-11• ATE�5.SHEET S. DETER65 10-10' t0'-10- 11'-t' 11-11 t0'-l0' to'-to' 65 9'-31 _ 10'-1• DETERMINE: 70 8'-9' 9-4• Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 Id-6' 10"-6' 10'-9' Iv-S" IO•-8• 10•-6' 7S - 8'-9' u+- MAX.SPAN FIR ROOF/CELM MOUNTING 75 10'-1' 1N-1• 10-4' 11'-1- IO•-1' 10•-1' tt£XCFPT THAT unomm SHUTTER INSTALIldfOliS. 80 9'-10 9'-10' 10'-0' 10•-9- 9'-10' V-10' SPAN'L+'OR'L-•AND MWOMUA A3.0.OESIGGFOR A GIVEN NEGMMi ASO.DESIGN PRESSURE 855 91-g• g•-g• 9'-9' f0'_5• 9'-6' V-6' PRESSURE RATING FOR%WALLATIO S INTO CONCIME RATING: 90 9'-3• 9'-3' 9'-5' 10'-1' 90 9'-J• V-3' OR CONCRETE BLOCK SHALL BE UNTIED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI--ANX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8•-9• 9'-2' 9•-10• 95 V_w 8'-9 LIMITED TO +64.-72 p.21. AND'8'=0' SPAN, SEE L2-- MAX.SPAN FOR FLOOR/CEILING MOUNTING too 8•-9' B'-4' 9'-O' 9'-7' 100 8'-9' 8'-4' MOUNTINGQON SHEET 7. INSTALLATIONS. 105 8•-7' Y-11' 8'-9' 9'-4- 105 B'-7• 7•-11- ' 7'-7' 8'-7' 9'-2' 110 W-4' 7'-7' 110 8'-4 FINAL IUIXIMUM ALl0ILA8LE SPAN IS EQUAL i0 THE 12•5 W-• 7•-r B•-4• a-„• 11s 6•-r �•-r SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'U.'. 'L2+'. 'Ls-'AND 'L2-" 120 8"-0' 6'-11- 8•-2' 8•-9' 120 8'-0" 6'-11' (4)GO 70 ANCHOR SCHEWI£WITH FI1IL MAXIMUM 225 7'-IW W-8- W-01 W-6' 225 7'-10' 6'-0' ALLOWABLE SPAN AA0 NEGATIVE AS.O. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-i" 130 7'-B' 6'-5- RATING' WIND ZONE MINIMUM PRESSURE RAT TO OEIERMWE MAXIUUM ANCHOR 135 7--7- 6'-z• T-9• T-e 135 7'-7- W-2• SEPARATION SPACING. 7'-s• s-tt• �'-�' 7-6• t40 7'-5• s-11• ASTM E-1996 TO GLASS 145 7'-3' S'-9' 7'-S' V-3" 145 150 7=2' S•-7• V-4- V-O' 150 V-2 5•-7• I55 T-O• s'-5" T-2 6'-9' 555 TO- 5'-5' 1 THRU 3 1" IGO W_11• 5'-21 T-1' W-71 160 6-11' S'_2• _ 165 g'-10• S'-1' T-O' ' 6'-4' 165 B'-f0' Y-1� 170 6'-9 4'-11' B'-I1• I70 8'-9• 4'-f 1' •4'-9'' '- 8'- ' 175 175 6-7' 8' • 4-8 W-W S-10' ISO180 6 8-7 O HV BLADE 185 W-5' 4'-8 ' ' V '_ 190 W-4- 4'-5" 61-6' W-61 f 90 W-4- 4-5' -195 6•-3• 4'-3' 6'-5' S'-5' 195 6'-3- 4'-3' 200 6'-2- 4'-2' W-4' 6'-3• 200 6'-2' 4'-2' �i�.. 205 s-r 4-1• 6-J- 205 6-I• u FLORIDA BUILDING CODE Hon High Velocity, Hurricone Zone I'%. •• ✓ 02017 TRTECO,INC. .02017 EASTERN METAL SUPPLY.LNG A S s A Accordion Shutter System *?• 7MC7 O:*; 1 L -7 . . . . 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PICK ER f O mrmo eaoa 0 0�moa .0miloRo ....==a �ololo®oar � 1 • L �mm ppvo ammo oao p pp po ®A®OaClO0aQ71@aaaalppJlaQ7�app0�pp ��al]E]aoOaaAL7J�aAavillioAmL�70oom �m®Opapa0000®00001o0mm00mmim"0mOapap0mmAAdQ mHOOa SpUN 1 I�lao00o�ra67mo®0me us®aaaa00m"Hum0000m"0000000"OIOEl100an m®saooasaQa� o saoalmooaonoJrnaao 00eRaas�®0m0Q0Q 0aolax ims oii0aoi �ioOO O aoa ooL7ElE7 o000o �m0�00�aoaa�a0aissmulop offlumm00 0 000 sl�o • o� o � ooQlzlaaoaaoo0aCi01000omaaovAo�omaysa 0oa WAKIN os� �m00�a000o0ma��$i0momai0a®�roa0ooi0006im[100Mi0ECH"n®�00�0n�om0000 ayo ae>Aoao�n00monzamoaoQrnZlt47!T70�70�'ae�Oeaca000rlu �anlaaE70 �_l•i - l 1 i• • I • a or= � 1• � 1 BAN f M SHUTTER SPAN, 8PECIFICAVONSMOOR RUM E 3: UREOXNCRVE OR COMPETE CK SUBSTRATES (SU H04RIR105 IL 0,at H ON as 0 at 7) 1.ANCH009 TO SUBSTRATE SPAL Of AS-FOLLOWS 0011i0.DIt start - (A) TO EXISTING POUREO CONCIME'(fan.1'a-3 EtQ (g)WALL SILL MOUNTING @)CEILING MOUNTING 'OFLOOR MOUNTING - 1/4'I tATCON GR TAPCON 1liM AtNAHCEO 1HAFAMORM`1ECWOL4X:Y ANCHORS,A4 1(ANUFAL7VROBY lLw.euteEx.(Nrn Pe.3 lut2 �j�It�E2a LPApNO LOEND - 1/4'0 x 3/4"ALL POSTS SOUO-SET ANCHORS.'AS OISTRI8UIE0 BY ALL POINTS SCREW.BOLT a VECKTY COMPANY..(IJIM rc -JSPAN •Iaj S fAPCON - 1/4'0 BLUE TAP CONCRETE AWHORS W/CAP AS IIANUFACIUREO BY FLORIDA FASTMFM COACT,MC,(UK re+2 kN) 30 40 60 7s 90 120 lH1G 103 301401450 7S^DO 12411601205 SO {0 60 75 90 120 140 2D3 TAPCON INCH ADVANCED - 1/{ 7APl+lF2+A}4C/gR3 A0 HANIMAOMREO BY PC"RS FASTENERS, INC.AND DISIR1SM0 BY Al POINTS SCREW.OOIT NA SPECOUY W It 1 e . ♦ -to Mt1FADNOWM TECHNOLOGY OOHPAt{POR ANY 47TINR APPROVED,LICENSED CA AITHORato VENDOR REOI AVII Y1N1 THE A orm SHUTTER SYSTELLS ASSMIA1101,INC. 3•-O• I4 t t a 1 6 14F 12 10 f e a 1 0 14 12 I 9 6 e 6 4 All POINTS SOUR-SE7 �R"'1•e'3 k311 LESSOR 14 42 10 0 e 4 e 14112 f0 / a a- e 0 14 12 To 9 B 9 e BLUE TAP W �, "WIS. ' 14 f2 t0 9 e e 1 7 11 12 10 9 A 0 a 1{ 12 ID, 9 e e / AI)MINIMUM EIIOEDMEHI IWO POUREO.CONCR(TE OF TAPCON OR TAPCON WITH ADVANCED THRFWORM TECHNOLOGY ANCF10t14 AND TAPPERt 14 2 10 1 • 7 0.S &S 14 11 10 9 e a 1 5 4 12 10 9 a e 0 S TAPPER+ ANCHORS IS 1 3/4•.AHD FOR BLUE TAP W/CAP ANCHORS IS 1 I/2•. 4•-or 14 2 10 1 4 a a 14 12 t0 0 e 6 6 6 14 12 to 0 a a s a3 14 12 10 1 e 0 0 4 14 12 10 9 a 4 4, N ti t0 9 a 6 4 3A A2)LONYtM EMBEOMENT OF 1/4'0.3/4'ALL POINTS SOUO-SEE ANCHORS SIULLL BE 7/a'MOIHE POURED CONCRETE.NO EMBtOMEM 14 2 10 0 a a a ♦5 14 12 10 9 0 e e 0.s H 11 10 9 e at 1 4b INTO SAM SHELF.BE PERMITTE0. 1/4-0-20 SS,MACHME SCREW USED SHALL BE 1 1/'L•WIO MIRMIS SNDULO STUCCO •MAW TIUIS Or VA FOR 14 11 10 9 73 as 33 - 14 12 f0 9 e e e S 11 12 10 9 a 7 a3 4 IXAOE U&1f EXIST.AND 1'I160LIUM FOR WA"WITH No STUCCO. 5•-0. 14 121 f e e 1 e 14 12 9 e e e ae 14 11 fo 9 18 e e 46 14 112 110 1 1 a 7 4 li 12 10 9 a aS S ae 14 12 f0 a A5 S 3 A3)IN CASE THAT PRECAST STORE.FRECAST CONCRETE PANELS•PAVERS OR ANY VENEER BE FOLIO ON THE EXISTING WALL OR nook 1411211012 a 7.6 4.5 - 14 12 10 9 a a a 45 14 12 to 9A 8 a. 4.3 .76 ANCHORS SWLL BE LOW(HOT 1 TO REACH THE MAD"STRUCTURE 60"SNO WALL FI ISHL ANCHORAGE SHALL BE AS INOWED ON 14 12 fb 7b 0.5 4.3 - - Li 11 10 9 e 74 53 4 14 1] ID 9 0 a 4.3 ]! NOTES A1)&A2)AMC FOR INN•STALLMM ON NNM SITMi OR E03 MRN OR mooGUT wVL STUDS CONSULT TM9 EMINEIR,FOR 8'-O• 14 12 10 2 a 0 0 ^ 14 12 10 0 e e a 3 It 12 10 9 6 &a 5 3,5 INSTALLA *00 EIFS 9TTH METAL STIM SEE SHEET 20. 14 12 1 D 7.5&5 ] - t4 12 10 I T e 4 3 I4 a eb bb 4 ] - t• - 10 9 0 e - - I1 12 10 / e 0.e S 73 11 12 to a3 a ! 4 - (0) TO EXISTING CONCRETE BLOCIA(/SAL 0-.90) 14 f2 a 0.s S.5 ] - - 14 12 10 9 0 0.S 4A .3 1 12 f0 a 7 3 35 J - 1/{'I TAPCOH OA TAPCON R1111 NNANCFO iNREAOFOAN TECHNOLOGY AlICIIORS,AS MANUFAD7UHfOBY LT.W.BUIlO[X. 14 11 10 9 6 6 - - 14 12 10 9 0 7 S 4 N 12 10 9 7.5 0.3 4 S 1/4'9.3/4'ALL POINTS SOLID-SET ANCHORS.AS OISMOUTED BY ALL POIHES SCREW,BOLT a StIcutrr COMPANY. 7•-0' - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MNMIFAGTUREO BY FLORIDA FASTENERS O=t,l6, 14 1t 10 a 0.3 { - - I4 11 9 ?.5 6 t3 3.S - 14 f0. 7 5.5 7.5 3.11 - - 1/4'0 TAPPER+ANCHORS AS UAWAC1URED,BY POWERS FASTENERS,INC.,AND D+SWROAtO BY AIL PO4M5 SCREW,BOLT 4 SPECAIY 14 12 10 a] 7 i - - N ti t0 9 7A S.8 l - N 9 7 7b 4.3 - - COMPANY 09 ANY OTI-LER APPROWO LICENSED OR AUWjM2ED VEMOOf1 REGSTEREO'VAIN THE AMERON SHUTTER SYSTEMS ASSOCIRTIOa,INC. N 11 7 5 4.S - 14 12 10 9 7A S.0 1 - 14 12 9 7 a 4, ] H 12 to 9 6 0A - - 44 it f0 0 0 e 4 - 14 12 to a a3 5 3.3 - NOTES: O'-O' 14 t2 0.5 7 5.6 3 - - 14 12 a 0b ai 1 3 - 7.3 9.5 6 5 1 ] - - 0.1)MWWN EVaEt"ENT INTO COWRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND 7MNR4 ANCHORS IS 1 1/4'AHD, 1FPCOt1 L4 l2 0.5 7.5 6 - 14 11 95 a 6A S - - 14 12 6 a 0.5 4 - WITH AIAWX4O THREADFORM TECH1NOLOGY ANOMS IS 1•. 13 0.5 0.5 3 3.3 a t4 12 10 6 6.5 6 - - 14 11 6 6.6 5 4 - 9•-O' 14 2 10 9 6 - - - 14 12 10 9 7.5 4.5 - - 14 12 43 7 1.3 It _ = 0.2)MINMUH EMOCOMEM OF 1/4'0.3/4'ALL POINTS SOUO-SET ANCHORS SW4L BE ENRIRELY teED0E0 INTO THE CONCRETE BLOCK.No 14 11,317.5 / 1 - - - 14 11 7 5.3 3 J.! - - 11 a 3a 4.5 3.5 - EUMOUEW VETO STUCCO WLL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED WALL SE 1 1/2-LINO NINIUUM SHOULD STUCCO 14 12 3 62 AS - 14 12 a.e 7 5.5 4 14 MS 7 S.5 6 4S - - EXIST;AIM)I•M11NNM FOR WALLS WITH NO STUCCO. 2.5 63 0.3 4 - - ^ 74 17 9 7 e {3 - - H 11 7 s.S 1.5 15 - 1G•-0• 14 12 t0 9 7.5 - - 14 T2 10 6 a! s - = 14 12 e 6 S 4 - - B.J)N CASE THAT PRECAST STONf,PRECAST CCNCREIE PANELS,PAVERS OR ANY VENEtR BE FELMOt4 THE DUSTI GG WALL OR FLORA, t4 10.3 7 S 3.3 - - - 13 f.! 6.6 5 4 1 - la 7-5 3 "4 3 - - - ANCHORS SHALL BE LONG ENOUCI TO REACH THE LWH STRUCTURE BEHNO SW WALL FIIMELA34CHOPNE SKgL BE AS WO)C TEO ON 11 11 7A 53 - - - 14 11.5 9 6 5 4 - - T,5 9.S 4 S - 4 - - N07CS 9.1) 12)INSTALLATION0 FOR INSTALLATIONS WnH ME7K STUDS ((E SWING SHEET 1OR EKS WITH OR WITHOU1"Unl MUDS CONSULT THIS ENGMEER 0.3 6 S 14 12 6 0.3 3.5 4 - - 13 f0 6S 6 4 J - 11•-0• N 12 9 7 6 43 - 1� /6.5 7 S.7 ES J_S ANCHORS SML BE NSTALLEO FOLLOMNO,AL Of INC RECODUEROAnom AND SpECIricAnon"Tht ANCFAR'S MANUFACTURER. W2.S f.3 S 12 9 6 4.3 ♦ 3 - 0 7 4.3 3.5 3 - - - Ia 14 dS 7 S.S 4.5 - - 1.5 5.5 0.a 4.5 75 - - - (0) SEE SCHEDULE BELOW FOR EDGE 057AiCE tE.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. f.s 7 Ls - - - - - 14 11A 7.3 e S - - - 12 9 6 4.5 4 _ - - QUIC FOR ANCHORS, 12•-0' 14 t2 10 - - - - - 14 12 a as 5a - - _ t l0 6.! s a _ - _ EtLC•.�Ot�i NC VERSUS SPACING cCHE - 11.5 as 4.3 - - - - - 11 0 SS 4 35 - a 6 4 3 1MXIUUN ANCHOR SPAC&GS ARE 9AL1D FCR EOGE owpxES woomt0 ktow.TOR E.D.LESS MAN IK IICKJ]EO.REDUCE ANCHOR SPACING I3.3 65 4 - - - - - 13 9.3 0.3 3 4 - - - ll3-6- 5 ♦ - - - - BY WATIFLY"SPACING SHOWN Ott SCHEDULE BY THE FOIEOW4 FACTORS. 0 6.5 - - li 10.5 7 s.5 4.3 - - it as S 4.5 3.3 - - - 'R[OUC[0 SPACMO ODTAMEO USING FACTOR SIU1L NOT aC LESS TK44 m*RMM SPAOI40 41 temfO FOR GCH ANCHOR TVPE 13•-O' 14 12 - - - - - 14 11.5 7.5 e ! _ - - $2 9 6 4.3 ♦ _ - _ FACTOR - 10 z5 s• - zs ss 4 J - ACiUAI TAf CON tYIRt AOVAICEO 7.6 as - - - - - - 1: 9- 6 4.5 1 - - - 9.s 7 ! 4 - - - dCT1�ANCE TAPCAN THRFAOFORM TECHNOLOGY All PO1M SOLID SET BLUE TAP N(CAP TAPPER + _• MIN. P NO a - - - - I] 05 --7 s - - - 0.5 0.3 3 4 - - - E.O. WN.SPACING ]• MR.SPACING-3• YW,SPACING-3 1/2' HAIL SPAC".J' 3 3/4• 4' 14'-0• 14 I2 - - - 14 IOA 7 3.0 - _ - 11 9.S as 4.3 - - - IG _ - _ 9 7 4.S S.5 - - 7 S J3 .3 h POINCD ORRla1[ ORIWLLS 90t1C �lf_8 RLD C e POt(QD OO+RER OONUSA tIOW I L! a 11 6 A - - - 9 6.3 43 - _ _ _ _ Hy UK Rigt0.«%. 1IL f0.-J 1/Y MN E0..2 IN CONCRETE 1U�I1 COH K E0 EOCN WTH EO.J Vr f11.2 Olt 7.3 - - - - - 12 9 e - - - - 9A 7 43 - - - - - 3' I.0 0." 1.0 0.78 1.0 0.84 1.0 Is-o• " - - - - - 3 to e. - - _ - os e 3 - - - - - BLADE 111lORKlNG - -_ _ __ _ s IN UNISON ♦ 2 2• -- O.nt 1.0 - _ 0.07 1.0 6 4 - - _ _ 2• __ 0.71 _ --_ _0.51 1.S e.S.S.! - - - - - 9 0.5 4.3 - - - - . 1 7/4' - - 0.91 - - - 0.43 is-O' 14 96 10 7A S _ _ _ _ g _ _ _ _ _ _ a 6 1 _ _ _ _ _ 1, 3 - - - - I 1 2' 0.35 - _ 0.33 - 0,5 B - FLOIDA BUIDING CODE on elocit urricene one' LL11►,-w�` . j/ - 02017 TatCCA MC. QW77 Ot7ERN METAL SUPPLY, INC.L ,. - 1 ••.......... •••� T �R R IRA ,�.,.S.�',A, Accordion Shutter System 3 7}i o• _ )LV.tAADE pl W/OR W/O KV. WitDOW a" American Shufler S stellle - l y H lcOlAtNt DAM, OR11WN BY; �A TILIIT TESTING +'ENGINEERING COMPANY �fl 7}% ABSOCtOt(o d inc. I OLIO IS-w 7 27 1 D4TEI 07 27 /7 GG u5S 4H.M.sl.N..aos.NRGirA cMODIS.nolaDA 35Ie / / 9 7 �RIOA 1♦1 Ph-:(303)071_1330,r4.1(303)671-/5s1 4268 WBglro0d9 Drive : DRAWING He It 4--1:0144000.4- West Palm Reach. :L 33407 • 3 is •'•..,...• a14 Wi EB•Do047•9 17--107 VID •�� I14 WALTER A 1RUf JG,A.E. 4 __ P.EI S6\L/ 1!!I /GATE. FLORIDA L;e.It 441e7 3 --- _ SHEET 4 3 OF 20