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HomeMy WebLinkAboutProducts Review i * BLFS Rome Last In Usar Re9is:taom Hot FoPtS Submit SorCka+"ge Stats 3 FactS RtGixaiions TBC.Staff SCIS She Rap Links Setcrsy Product Approval USER.Public U c P,oduct APPdyal Menu>Product or Apphcatlop Search>APPU�atiop List,Application Oeail FL m 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 bfeelev@easterilmet86com Authorized Signature Bill Feeley frodriguez@easternmetal.com TechnicalRepresentative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect'Name who developed Walter A.,Tiliit,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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC-INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PD FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1)PDF FL389 R9 CO2 AMERICAN SHMER SYSTEMS DRAWING 17-108 CERTIFICATE -.PD QF INDEPENDENCI Referenced Standard and Year(of Standard) SiaintSard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09118/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL iF Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks i Blade 3-(Nan-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of use Installation Instructions Approved for use in HVHZ:No FL389 R9 lI AMERICAN SHITTY R SYSTEMS naawtNr Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SySTEM PUF 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 ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SH UTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17.108 PRODUCT EVALUAT ON REPORT.PPDF for HV3 blade w/o window blade and$'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span'for HV3 blade w/o window blade for installations into Metal Stud wails is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertfia HV Accordion Shutter-Stade Extruded aluminum interlocking blades retained by tracks 1 Onty (Nan-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ-No Fj 2$q Rn fI AMERICAN$HATTER SYSTEM ASSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 Be THA Hv Acc-ORE lotsi sHu'r ER Impact Resistant:Yes ,S]j,STEM.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 HVI blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER 5YSTEM ASSOC., 72 p-.s.f,A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF FYALt ATION 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HVIA 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL389 R9 11 AMFRICAN SHUTTER SYSTEMS ASSOC,.INC Approved for use outside HVHZ3 Yes DRAWING 17-106 BERTHA,HV ACCORDION SHUTTER Impact Resistant:YesYST.PDF Design Pressure:N/A erified ey: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 glade 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 RFPQRT,PDF Created by Independent Third Party:Yes ck text rnotan uc::2601 BI}lr store Road T`f'I'2has ee Fi 4373aq ph— 050-187.1874 The State of Ronda is an AAILFO employer,copydnht 2007-2013 State of Florida ::privacy Statement n Access,,_bltity.Smtcmr,m:;Refund a amens Under Florida law,,ema:t addresses an:pubic records.if you do not want your e•ntmt edUress mklased in mspanse to a p:mlic-records request,do net send atettroniC mail to this enttty,tastead,Contact the office by phone or by trodttlonal maa.If you have any questions,please contact 850.487.:395.'Pursuant to Section'455.275 (1),Ftorda statutes,effective October 1,2012,licensees bcvnsed under Chapter ASS,F.S.must provide the Depaitment with an email 34dmss it they!lave one.The erna0s provided may be used for oificial communication with the hxasee,Boyer,-r email addresses are put3tC record.1f you do at wish to supt"y a personal addre>s, Please provide the Department with an email address which can be made available to the pubtR_7a determin.if you ate a limgsee under Charter 455,P.S.,please dick he_w- Product Approval Accepts: GENERAL NOTES: 1. BERTHA,H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REOUIRED BY THE.JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A OIRECTIONALTIY 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.CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA 1• BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 STANDARDS (MIS 80715.01-03, J10IND ZONES 81214.)& 5.11#0.3120.01 10 AS PER TAS AND &2030 ROT AS PER TAS,-201.MISSILE. TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE n AND HV WINDOW BLADE RA AND E-1996 STANDARDS(MISSILE LEVEL D.WIND 20NE5 I, 2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV.WINDOW BLADE 0 80505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL'SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADED AND FIV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 814x2.75"AND 814x1.75'RESPECTIVELY, 410-Ki MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k9E TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING 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 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS'ALLOY. MAXIMUM SPAN TABLES SHUT 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH; ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE A57M A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WOH 35 k5i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 1D 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET' 16 HV BLADE 0&0 WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET" 17 S. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 86779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85458,179 ISSUED TO EASTERN ENO CONNECTION DETAILS 7-12&X.WOOD SHEET 18 .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 SEAL/CAULK AREA 3: HV WINDOW GLAD 1('A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT 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 HV AND HD CENTERMATFS AND ENGAGE OR LOCK ALL HV AND HO LUCKS. AREA 4: W WINDOW BLADE n ON Y 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.CNE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF-THE FLORIDA BUILDING CODE 12: BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION:SHALL COMPLY WITH.SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 5 APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A.SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVIATE 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 CONTRACTORS RESPONSIBILITY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA '(d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 02017 TIL7ECO,INC. ®20,17 LE�ASTERNN METAL SUPPLY. INC. VTM IIT"■S.S.A. Accordion Shutter System h IL c O �N�. Y H:W: BLADE#( W/OR w/o Rv.WINDOW BiADE 151 � �� X TILUT TESTING & ENGINEERING COMPANY American St1UtfE)r Systems EV;N DESCRIPi10N DATE DRAWN BY. L.C. ��\\ eaee-11W:a6e,.SL.SI JDs.V1r+srtAA cu1DDrs,0.0AM sale Association, IFIL. 1 OLD 15-08$ 7/27/1 DATE: 07/27/17 B - \ Phane:(105)871-1530.Fox:(305)87I-1531 4268 Westroods Drive 2 f\s'•.•.. .... Iy(v��LLL\ o-ma u 6009,nom West Palm Beach, FL 33407 s DRAWING No /y��`•L•-1�1' WALTER A.nLLJf1 Jr.P.E. 4 17-107 FLORIDA Uc.1 44167 RE,,5E4t�$fGNdk/DATE s SH SET OF 20 1 4 H 75 (1)HV SOLIDBLADEOUALIFIED ARTER (50 R USE W/ COVERED UNDER US PATENT # 5458179QUALIFlED FOR USE W/ 04 HV DIRECT MQUNT HV BLADE I BY WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ MV 600-T6 ALLOY AND TEMPER 1 $SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ABLADE LLOY A TEMPER �37" 6063-TG ALLOY AND TEMPER 1500" �1243-% r- 085" I may 2,670. Tn (TYP.) , - I 3 556* 7 �DQW N D* .670" 2.226' 72 q 842 '515, 2- 4*136* ji 2" HV ADJ. ADAPTER W/LIP .920 2 OUALIFIED FOR USE W/ HV HV WALK—OVER TRACK BLADE T QUAURED FOR USE VI/ HV 09 HV TRENCH TRACK 60MV ADJ. FLO—OR TRACK 6063-T6 ALLOY AND TEMPER BLADE QUALJFIED FOR USE W1 HV HV RAINGUARD QUALIFIED FOR USE W1 HV 6063-T6 ALLOY A TEMPER BLADE(D,ONLY. 6063-T6 ALLOY AND TEMPER '—QUALIFIED FOR U BLADE I I $,E W/ HV 6063-T6 ALLOY A TEMPER VARIES 1.936' V ES BLADE(i) VARIES 1.936' 6063-T6 ALLOY A I)TEMPER kay '093,1. ewe o _M3- oar 3L. - 1. 2 .100 .060, 70 q6]l 670 HV CEILING HEADE (j� HV HEMERISILL C13) ti D CEILING. HEAQER,�5111. 'RIFIED FOR USE W/ HV BLADE QUALIFIED FOR USE Wi( HV BLADE ONLY 0 ONLY, 6063-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV BLADE (I j4 HD WALL HEADE 1 QUALIFIED FOR USE W SEE SECTIONS FOR VAUD*P SEE SECTIONS FOR VALIDITY. USE W HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER T JUN.x LWR YJMAL-� COMPONENT A B1 72 1 1 2' 1 2' 1 0.125* rJ 1 2- 5-MAX. 1/8- 118-_ 3- 1 3- io.r,)O- (08 2* 5^MAX. 0.192' 0.192, (1! SIDE ANGLES2�5" 7'V.AX 0.190' 0,190" @01 CORNER POS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 109 QUALIFIED FOR USE W/ HV BLADE(1) QUALIFIED FOR,USE W1 HV BLADE T 6063-T6 ALLOY AND TEMPER BLADE�D ONLY. IQ j 2- 5-MAX.'D139, 0.131" 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER IFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: *2017 EASTERN METAL SUPPLY, INC. 0 0" tR A.77, 02017 TILTECO,INC. BERTHA HV, Accordion Shutter System /71L1EC0 .mr--:\ A,S.S,A. KV.SLADE#1 W/OR W/O KV.WNE)aW BLADE American Shutter Systems REY.ft KSCRIPTION DAlt DRAWN BY.- LC. y TICCIT TESTING & ENGINEERING COMPANY Association, Inc" I OLD 115-085 �W/27117 DATE 07/27/17 6 rA,S�.305�V=MA MOEN%FLOMA 3316( 305)671-1530 4268 Westroods Drive 2 DRAWING No —0:tift—ft.140,,i West Palm Beach. FL634U/ 3 E-0006719 17-107 WALTER A,TiLUT Jr.KE. 4 ROROA Li4061 5 SHEET 1p, DATE 6 2 Of 20 4.660' 1/4^-20 DIE CAST 4 9 ftAT IiFIA 7HR£ADFL n0U5!NG EMMEl 743" i To3i7" i/+"-20 i` SS.M.S. DAKEP PUNTED THREADED PE GST n0U5u:G EAAW.L PPANT�l DcRa RNiM .06 0 ! a . t�yJ uti BRAT.CYl.WOER SS EYUNPEfl 4 I °•4s,• a k KEYS(CHROUE (CHRONE PLATED) o M1 0 <q} PLATED) 21 jjV CE�TE$MA�F HV FLOATING C 's' aa, : i�szs - J�/ LOCK EGRESS LOCK QUALIFIED FOR USG W/ HV BLADE 1 & ONLY trFi o oz3' + $7" m QUALIFIED FpR SE W/ HV QUALIFIED FOR USE W/ HV 6063-T6.ALLOY AND TEMPER. OUA EO FOR USE W/ HV BLADE 1 & t ONLY ! } ¢ 6063-Tfi ALLOY AND TEMPERtT HV CORNER CENT BLAOE�& ONLY. BLADE 7A& ONLY. Q AUFIED FOR USE 1N/ FIV BLADEU1 ONLY 250'O.D. 51&, iv�,__U 74' 6063-T5 ALLOY AND TEMPER PLASTIC DHEAD TT 'o -51 17 ,922" .2 , MOLDED TO h 4.045" SCREW T 7T :360'AFTER RIVETING t/4";Z-205X�.3/4" BEFORE RIVETING C' fi h a S.$. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 944+AW)JOiUM(202+-T3 ALLOT)LARGE FLANGE TH N VDEL '"—'� i.82 MIERRY MRORNr.p P4PRSIPPENY.NEW T It 0820.AS JERSEY 07054 ORUFACTURED BY EQUAL PLAN " FRONT CLEVApON " ,- 4566` H}( MALS T lQ�--�. E R TI 27 LOC EK R FOR_"T" LOCK CE TEN RMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY �, HV FEMALE "T" LOCK C " "ENTERMATE HV T LOCA HV ALTERNATIVE LOC- K 6063-T6 ALLOY AND TEMPER OUALIFIED FOR USE QUALIFIED FOR USE W/ HV OUALIFIED FOR USE W/ HV BLADE 01 ONLY QUALIFIED FOR USE w/ HV BLADE Tl ONLY yV/1y BLADE ONLY. BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE 25 1_917 7 917_' -I 3.861 V �}R( ,C. + THUM$NRN e _.053' OR .214' mt """' .062° i v - P4 . KEY CYLINDUt OER '. 1 .214• r 0.875'Mi". o �', n c �0 Nf i .125'M.A. CE W NO G Gi D T W I ROD a 0 0 w .QUALIFIED FOR,USE W/ HV BLADE 1 &. A QUALIFIED FOR USE W/ HV BLADE L& TA i 834.. - 6063-76 ALLOY AND TEMPER - ml 6063-Tfi ALLOY AND TEMPER U3 HD CENTERMATE'S INSgPT I VARIES. t2'Mw. QUALIFIED FOR USE W1A T BLADE 7.&Upl t/4•P-40 S.S.OR 3189-t6 i i30' 6063-76 ALLOY AND TEMPER THUMDTURN -ACITAL TNUYBSCREW. t1/7." •'.�CYLINOER } (SEE DETAILS) i`y DO _ OR KEY ... I f 151. iv} CYUNDER 7e Min o LACKING ROD d /4 P NO LOCK QUALIFIED FOR USE W/ HV BLADE Qi �� I 37YP [��� 6063-T6 ALLOY AND TEMPER C% HV CJS"�—�F7 ACETAL 3 HV 1/4 2O. AISI ..304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 8017 LOCK. 5 INSTALLATION WILL REQUIRE A 7/16" HOLE Ti-IUMBSCREWS VERIES S S- THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Dik �IA ZI D51LLED AT TRACKS FOR PROPER EMBEDMENT QUAL)FIED FOR,.Y, HV BLADE(1 QUALIFIED FOR USE W/ HV BLADE J1) FLORIDA BUILDICODE(Non Nigh Velocity NUrriCane Zone i1;rRl �G[1 A. T'f�'" `� 02017 EASTERN MEAL SUPPLY, INC. If.L/ 02017 TILTEC%INC,IC A■ . ■A■ BERTHA Ham• `�� '`••� �����•'.t4'9= '—"-- Accordion Shutter System t L ;� INC. N.Y. MADE#1 W/OR W10 KV.1i1rDW RADE �}:•�"'fA •? ` Amevtcan Shutter Systems EV.N DESCRIPTION GATE GRAIN BY: LC. IT t 71} TILLIT'TESTING.kENGINEERING COMPANY Association, inc. t OLD 15-085 7/27 1 DATE: 07j27ji7 Y 6353 N.N.3601 St Si 305,VIMMA.0ARD2tS,FtOROA 3314 "o TATE •r",0. PNPne:(30S)971-1030.raz:(305)871-1531 4258 Westroods Drive 2 DRAWING No P F/gyp npp�. �(�4 ° aI:Ijt o00.w,_. West Palm Beach, FL 33407 3 �17f7IQT`' V f� E$-QD0S119 17-107 1/� ' U11�/+••••• �4('�`�t1�T WALTER A Ti"Jr.P.C. 4 I�—1 R/7 V pp i,4 FLORIDA U..B 44107 6 SHEET 3- OF 20 jst RtjDATE SHUTTER ASSEMBLY SCHENLE FOR 3/8 12'MIN. L CE HV M HV TO BLADE p 0625' EqrE -01A 075- 0 HV BLADE HV 11 104NDOW BLADE !06`25- epi I)A7S, 0625- KV BLADE 1A Y t BLADE'S "C OPENtN 62 it 1 116251 �R* KNUCKLE 18 VYP) HV LONG RECESSED NYLON BUSHING DO 3 (3"� HV SHORT RECESSED NYLON BUSHING D. FLAT PORTION H� R1.750 (DOR (a a 3 50* HV NYLON HAT WASHER tn 4 �//02,8750- X t:.9 HV WriEEL CARRIAGE AISI 342-343 SERIES -4, SEp=ON 2 7/6-MIN, DOW BETWEEN "v"FIN 030 0.188"0 AISI 302 SERIES S.S. RIVETS 1 -0525' L 0625'0.870"x3/16" THICK NYLON WHEEL ;z BLADE 5 @ HV 1 3/4" ACCORDION PIN W1 #8 HEAD EXTERIOR OPENINGS ON CENTERS- 4b J4 1 F,k, T 9 RL X S F 511 y- HV 2 3/4"ACCORDION PIN W/ #8 HEAD �ylp- pmmm-n uhmN @ CLEAR BETVVEEN .TYPICALHV WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW S POLYCARBONATE HV WINDOW DETAIL (DOR (13 or @ VEE.NOTE FOR • POLYCARDONATE IMP CT RESISTANT HV WINDO ,a A IREIVENTS) (D:OR:0 1 3 POLYCARBONATE SAYER MAXROLON 310 RESINS, UV-STABILIZED GRADE OR SABIC L 12 MIN CLF"cE ENTS 70 BiW BOTTIM INNOVATIVE PLASTIC LEXAN 103 RESIN OR IN REQUIREM (SEE NOTE 7- ON SHEET 19). In ky 6h f771 i1i - 0POLYCARBONATE SOURCES FOR -- ki) HV PIN (§ SHALL ALWAYS BE USED AT ALL EXTERIOR 0 W1 HV BOTTOM KNUCKLES OF HV ACCORDION SYSTEMI I I-PUCME FIVI&T HV(1-4) BLADE. OR TICAL SHUTTER ASSEMBLY, EXTERIOR Typ;m PROPMES WNIPMO 14V PIN @ O.Rg'a.1 (2) HIN LIEU OF (9 V PIN (9 MAY BE USED AND ONLY AT SLADE'S KNUCKLE. SPMM MAN EXTERIOR WHEN BCORRESPONDING TO INSTALLATION KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OCL.048324 (SEE NOTE *FOR Im ole: oa+3 rot' 0043 pyn BLADE -EN "ll", SHEET 7. REQUIREMENTS) 0=9 TVP.IIS FLD(Ull4L STIEW11 AT VEW 0720 12.500P..3. 13.400 p.s,L FUM (3) HV PIN 0 OR @ W1 1/2" O.D. 1/16" THICK S.S. WASHER adM MOOMUS ASD 0720 3-5.000-1. nD SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, EL M=50 aeo ASM 0236 1 a 17 rr-lql" SHEET Et I'VE QWkCTERrS=- WHE w CARRIAGE VIET SUCK DOMY ASN D283 472 X 64.5 x AIL RKIE'OF was'so AM DM C�,CIASt; C-,CLAM ffl�EMQLY LAYOUT SEW KNITION ASM Olga 1040'F WO'F AVW 0155 TE`rAE s77eW1if'F'F*'WEVWC1,14 �M :302 88+0HY BLADE SOLID A HV WINDOW BLADE DETAIL 'EWE STRM SEFM WFW�KIMO I ,SDI 638 1 461 P,1 I ONO PJi. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone'. 02017 TILTECO.INO, 02017 EWT I RN METAL EIAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System I R.,�Ec=t4 c-� A.S.SAIIIIIIII RV. BLADE#1 W/OR W10 RV. WINDCW MAX AMerloan Sutteh r System TILLIT TESTING & ENGINEERING COMPANY N:V.N. DESCRIPTION DATE DRAM BY. LC. kr a1 07/27117 DATE: 07/27/17 A -k N.W.38th "WA,331 6 Assoctaffon, I.nC. OLD 15-08S (30S)VIrIS31).F..:(305)871-1531 4268 Westroods Drive 2 —DRAWING No 7 0 ... ... I .-1!01... West Palm Beach, FL M407 --3 ES-OWS719 17-107 WALTER A� _T FLORIDA TILUT J�P.E. LIC 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE OF 2 @4D°° R • "� *NOTES ON HV LOCKS JAND CENTERMATES* ♦ e c D � 1, MANDATORY CONDffI0Ni1: ONE HV LOCK or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY.SPAN OR 12'ABOVE OR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP 70 tOS-.AND FOR iN5T TIONS AT ANY ELEVATION. HV LOOK or MAYBE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO�OR CENTERMATES W/(2) 1/4'6-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON 1___..._... TYPICAL SHUTTER ELEVATION. 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV .(2-0, LOC�'G9 OR(2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 01 OR(a SHALL BE AS INDICATED ON NOTE (1)ABOVE. "'"fiC-7Y LOCATION OF LOCKS SHALL BE AS INDICATD ON TYPICAL SHUTTER FIEVATION. o_en 10CKING:RODS. ARE NOT REQUIRED AT, URRICANE POSITION, 8lli MAY ° 4 5oH>34 uaC4� "' BE U$ED lF DESIRED TO ENHANCE-SHUTTER'PERFO MANCE. COCKING RODS 1r,, OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 4. yllplQAIQRY CnNDrt10N/2:ONE HV LOCK 2C� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND IN TTAL1AT[ff AT ANY ELEVATION. HV LOCK '' or @ SHALL BE USED.AS AN OUTSIDE OR INSIDE. LOCK. a G ! ATTACHED TO CORNER CENTERMATE.W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS�S (3 2 I) 4 AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. >» Noc_Nvc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 71 q p- v oKb T' DSK S. FIRST&=NATE TO MANDATOFtrPUNDMON ONE ALTERNATE HV LOCKMAY BE USED IN UEU OF HV LOCK or 2j FOR ANY SPAN AND IN LATIONS AT ANY ELEVATION. AL NATE-LOCK/® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ' B i D-Ino ' "' = OF 1/4`0-20x3/4'S.S.THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ 1/4`0-20x3/4'ALUM. H 1 _ RIVNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO p D V 17 LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONDITION 13 FOR KEYSTONE MOLI(�l3` INSTI71 AT1QNj„• ONE. HV LOCK(' or 6,or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"A OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK @ or CS or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or g,SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2-LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION,USE OF LOCKING RODS 0 W/ SEE END OR Q SOP AND BOTTOM IS COMPLETELY MANDATORY:. CONNECTION DETAILS ON 0 F E H 1 J K Y P 0 x Y W % se TTYS.ULL YPt *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I 1 OF CORNER 1 SEMMi u�iLT_MANDATiRY CiNitiION V iii Y -I-L CENTERMATE ST N NI FOR 13L,���.!?+r c�r�s N Arm_ �;ONE ALTERNATE HV 'T" LOCK MAY BE INSTALLED IN UEU OF HV LOCKS®OR gy FOR ANY SPAN AND (13-@)-(LE)-07 oR$�aR 10•'131w TNSTAUATION AT ANY ELEVATION.Ail NATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCM.ATTACHMENT � � L_l OF LOCK @ INCLUDES USING REINFORCING LOCKER 7,J,AS SHOWN ON SECTION HVG, SHEET 9,WHICH.MUST BE CONNECTED TO CENTERMATES AND W/' 1/4'0-20.x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' Q�,'� �.j., WINGNUT OR W/ 1/40-20x1'S.S.M.S..INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' B 7 -@-@-C7)-@- �T@7�oN�B�• 77))•1 - MAXIMUM A80VE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. I, •�$aR i 9•3 aR 19•t(5 D• A *NOTES ON HIDi LOCitS & Cg,B(L ,SES: v� i 11 N7ERMATESt3t O � ,: OHE ALSERNATE HD LOCK t:7 MAYBE USED 14 UEU OF TYPICAL l"i'l HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY.SPAN AND iNSTALLA71ONS AT ANY ELEVATION,ALTERNATE HD LOCK(L4)MAY BE USED AS.AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HO LOCK t34J TO @ IS W/3 08 x 3/8'F.W SS.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT.t5 AS SHOWN ON SECTIONS HDS- AND HOC-HVC,..5HEET 10.-LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE,OF LOCKING RODS q3�,IS COMPLETELY OPTIONAL FLORIDA UI DIN ( on igh Velocity urricane one fff Qw ., ./����4 02017 TILTECO.INC. 02017 EASTERN METAL,SUPPLY, INC. ERT A HVTM C, "' /I"I"I Accordion Shutter System >t: 77,7Dr E V IM C. �� � � M.V. BLADE.#1 W/OR W/0 KV.W 1fb0W BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems .�N 'DESCRIPTION DATC DRAWN tir: Le. Association, Inc. r OLD t5^0857/27/1 HATE: 07/27/77 4" 6355 N.W.3SDL St.,Ste.305.NRWNN CNi0:1&,FLOROA 3.14E • .- r-tii� Plwne:(305)871-1530.Fox:(305)871-1531 4268'W@5 rOOt,)S DfiVe DRAWING No •, dry// aa,,pJ�}y �r (�r�i3 y4. e..me'J:%,1L oV"x.m West Palm Beoch, FL 33407 3 17-1 07 •, -- `�1Y174 Ii.�vlilifl WALTER A TOLUTiJ•.P.E v FLORIDA Lie.0 54167 s $HEFT P E SEAIJSiGI PURE/DATE' 6 5 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1!4"0-20x3/4'S.S. POURED' CONCRETE--s SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED _ �rt- (SEE SCHEDULE ON Y1% t/4"-20 REQUIRED ( ,_CONCRETE AKCHORS r- 1 1A JA�t5Et570.4E(SEE uOUNiiMiQOY SHEES t) ' J-(SEE t3) NUTS® M12'O.C. (SEE SCHEDULE ON SHEET 13) ' --1/4-0 20.3/4!*S.S. i thin. t'------ - 1 Z OR 1`1 E EO MACHINE SCREWS ,tom _ E0 I Ea 1 l _ E- USING 1/4'-20 NUTS ; Fj/2 s a 12'O:C. E * l tf2 .250'Mex. - 13 DR 15 �. r - 13 OR 15 1 T iE 230"MOx. E dn Mu0 ii f I i I f OPTIONAL I iPTIOT{% tkM SEPARATION 10 I ay t ,� ` EE SEPARATION TO GESS 1 L ti FOR fANt mAN) t 1{JDR 1 ; (1 fl LASS —'—(SEE SCI-EDUL£ON SHEET 11) EXIShHG Eyt>:S 1114 +1 t I. 1 ' MIN.SEPARATION TO GLASS 1 ` GtR55--r (:Xl5MSEE SCHEDULE ON SHEET t1) 0NG I 1 GLASS-_-� _ II C�HV WALL-HEADER. INSTALLATION ,SIV WAIL HEApER INSTALLATION HV._ WALL HEADER INSTALLATION + KEYSTONE I ' _ MIN.SEPARNPON TO GLASS EXISTING t GLASS W,�ARuttxF , ` • -_ , EXISRNO� (SEE SCHEDULE ON SHEET 11) 1 OR q CLASS [L}{I to (SFE I I e_ EE SEPARATION TO GUESS ' SatiYTF a'.9fET i I ) , {SEE SCHEDULE ON SHEET 7 i} i n D a,E 19m rF: rh i 1 at%S(&rat 1 EXISTING i/-OPT[4tWL TIMES tDBt�,} Ley} DLASS i�i;i1 1 1 4' Max. { I; -OPTIONAL. E,O 1 r i" 15 E. D. ED E 13 OR J 1 Z OR14 -- 1/4'0-20x3/4'S.S. ; M'T f 4"0-24x3J4'S.S.PHILLIPS i - PHILLIPS TRUSS HEAD O £Q� CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS MACHINE SCREWS USING t \--CONCRETE ANCHORS 1" 1',,,� 1/a'-20 NUTS 4 12'D.C. , (SEE SCHEDULE.ON W/i/4"-20 NUTS D'3 12'O.C. JAI `` (SEE SCHEDULE ON SHEET 13) 1 M;n. POURED CONCRETE— SHEET 13) POURED CONCRETE J t OR CONCRETE BLOCK OR CONCRETE BLOCK r 1" J �C,,,ptFCRETE ANCHORS REQUIRED WALL REQUIRED A BY WALL CI)I (NSIALL912N / {sEE SCHEDULE ON �HV WALL S LL INSTALLATION 1,� POURED CONCRETE�.I SHEET 14) OR CONCRETE BLOCK WALL REQUIRED Hy WALL SILL-INSTALLATION NOT fOR rpMeMA*ION OF SECTIS)NSo �J INSTALLATION. jI7ETA I LS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTtiTt *E D._�EDGE DISTANCE ♦ SEE LIMITATIONS OP USE FOR H�/ B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE lA ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBWED IN ANY WAY TO SUIT ANY INSTALLATION, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 4N ��C G,rs, ✓�ti 4f2017 TILTECO,INC. 2017 EASTERN METAL SUPPLY,INC. ---BERTHA HVm A ■ A h �;■� Accordion.Shutter System A ■A■ H.V. t3LA0E#1 W/, OR W/O H.V.'WIhDON 0" Tr t4c� American Shaffer Systems REV.N DESCRIPTION DATE DRAWN RY: LC. il; $ TILUT TESTING k ENGINEERING COMPANY c(, y Association Inc. 1 OLD is-oas 7 27lI DATE: 07/27/17 5355 N.W.360..SL Stc 3D0.VVVNW W.RDERS,ROROA 3318 �0 DA 1 4268(� Westroads Drive 2` Phoria;(305)571-1930.fox.:(345)871-1531 DRAWING NQ �F�... ... * 0:Ot—cool..— West Palm Beach, FL 33407 3 L�irrtr EB-D006728 a t 37"'1OI-f ++.+ WALT A.17LUT Jr.P.E./ ^'���'"*•Lir/s/ FLORIDA Uc 44167 5 SfiEET P.E. SEAL/SIGNATURE/DATE- 6 8 8f 2t) __CONCRETE ANCHORS r-•-J--- r— POURED MN SFY.1 ATi0N --�OR TSS N I 1 I CONCRETE (SEE SCHEDULE ON SHEET 13) samuaE�wr EXISRNG REQUIRED -d i1 Fca t (DAa ~ `C 11) t1 a GLASS--"I MN.ST➢AU l + SHEET 11) ! W SID.T 18SLAB 1131 TC C1ASA 1 D IF APPLICABLE EXISTING HI;%SLI±�Q r"Lsee SCITSxnE i 8 1 ( •, r GLASS- i ALTERNATE i< !(I I I EXISTING +i i -•fit' 1 i I Ir,;i ( f`' '' y•� ' LOCATION i i I i ! , GLASS #'10X3/4'HEX YlASHER HFAC) i i i -�1 i i 7.77 I{ OR {3 OR 5 afa`uti. TEK SCREWS$ /2 O.C. 4 1 l £OGG OF N a/R CONCRETE ANCHORS '!—'"" 1 r + r APPLICABLE LE{SEE SGtiEDULE ON SHEET 13) +. E 0 I r f •I r r / �` r ,. '�i. r __EDGE OF f F, IF EXISTING ' 'i EDGE OF : i r {,r't 1• ._.. r App CADLE t D' r GIA55—� SLAB ff r I) 1/2 1 EDGE OF ',. J 1. ...:�L_.. i Mx�sAut� ++ APPLICABLE �'` .�t•a ,E.a r` MPLICASa i POURfi6 FpUf�EO FLAT HEAD CONCRETE ANCHORS ' r '� ~- E.b. CONCRETE I / / `, i .'J �, CONCRETE REQUIRED (SEE SCHEDULE ON SHEET 14) •,.,(t`�+-T POURED v REQUIRED FLAT HEAD CONCRETE ANCHORS N SNOtt is N 1 Oa (9 REQUIRED E D." E D.* (SEE SCHEDULE ON SHEET 14) i1 TRENCH INSTALLATION AUO ONLY FOR UP TO +70, -75 PSF A.S.D. FC{ HV FLOOR INSTALLATION # OI HV WALK—OVER INSTALLATION SDESIGN CHEDULE SSURE3. RATIET NG &FOR SPANS PER 0 by CEILING INSTALLATION Ex�T8,us6.�.__._ MaL gPlA+fla+ .. CONCRETE ANCHORS uxL ssPA+Auol 1 O (ref SCHELF SEDULE ON7 1/4'8 �1H WIN ',"'—'{SRL SCIIIME I —T-----•--.•-•— I , a+9+cET t)1 EXISIiNO T.,,_,...__.... ` TMMMI.OGY OR 114"0 PCMM I 114' EXISTING•--j EXISTING---i 4 GLASS -;i on�SfsSs t) ' ) GLASS--T FAAENERS T*Pl ANCHORS W/ MAX. GLASS NN.srnAnnm+m s 1 1 a/+•tEN.T370£ANOTNt O e' i1i "(zrc sarwlE oN s tU I r I O.C.FOR UP TO 6•-0'SPAN AND 1 1 1 "'O.C.FON SPANS IARCFR THAV " !1 1 � 6'-0•L>P 10 8-0•NAY N'PLY t SE"IL" ENT!FASTDIER HW 4 oS' "—�MplpXsja' +£X(E/ps aEssFDR( wmA afe rt)az DR 1 rJ - +i i i WEEK SCRE1KD4l i• �.. /1 CONT.SFAAfR I } 11� 1 1 . ' �M /`0 12'O.C, i 1 $ i i i i �,. 'INF •�/fr 14x3/4• HEX HEAD i �`�' .,/ t 1318 /r 1 �• I/' /,/ 1 tl4b-24a3f4'SS MS i/ --•—^•-- t 3 /�_ c i i 1 LLL--- / 20 NUNS TEK SCREWS @ 9"O.C. i CONCRETE ANCHORS 6 r^}Z �14xa/4'S.D.S.D ,. i r 1 4- •I.�1: 'f vsrc+c,re- OR i/4'o-20 5.5.M.S. �, 1 / 0 4"0.C. -_ Max. _ r o 12'O.C. 1Y/NUI'®9"O.C. •••(SEE SCHEDULE ON .. y _ 11/2 r- ` SHEET 14) .•� f )1 ; �F7aSn WN STfwcnAk —Ti l 2.00'MIN. WALL TRIM(DECORATIVE - I 1/2"^-_�1' I 17 R 18 I •I.. E.O. saW r N r EDGE OF ¢t4x3j4'F.H.S.D.S. MIN. f 1 r - + • SLAB IF l L_I �.`' OUF �NCRETE APPLICABLE '; CONCRETE ANCHORS "$EE NOTE 13{D) -" ®9"O.C. f, SEE NOTE 13(6) f' r t---•_--E.D POURED CONCRETE (SEE SCHEDULE ON ON SHEET i POURED CONCRETE ONSHEET I �, '_°£b• y OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK :.----, REQUIRED REQUIRED (hf KEYS E MMUINTiNG INSTALLATION OPTIONAL POURED NST ( HV WALL FLOOR INSTALLATION L{{Y' WALL WALK—gYER INSTALLATION NAXIMUM A5,0.OESM.N PRESSURE+64.-72 PzI CONCRETE MAXIMUM SHUTTER SPAN 8'-o' REGUIREO UJ SIV RAiNGUARD INSTALLATION tt THIS t BE NOTE FOR COMBINATION OF 5 CTN1N5: rt REMOVABLE WHHEN PERFOON SHALLRMED £.'b.z EOG-DISTANCE ADJACENT TO AN OPERABLE EXIT ♦ SEE LS4ITATTONS OF USE FOR 1-.SEE SHEET 4 FOR T`lPICAI SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE TGA ON StiEEY 19 INSTALLATION DETAILSWZ 0 HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COLIBiNED IN ANY WAY TO SUIT ANY INSTALLATION. (ILII fl A.j �'""-,. FLORIDA BUILDING-CODE(Non Nigh Velocity Hurricane Zone 14 w. 02017 RLTFCO.INC. 02017 EASTERN METAL.SUPPLY, INC. //�� //�� BERTHA HVTM rrl �/rlw y Accordion Shutter System A HN. BADE#1 W/OR W/0 H.V. W NDOW BIALLTE American Shutter Systems EV. DESCRIPTION DATE DRAWN BY: LC. TILL TESTING & ENGINEERING COMPANY p „ ' + Association, Inc, ofo Is Das 7jv/1 DnTc 07/27j17 .P /1 p � 1 bass N.tY:aeta s...st<aD>,vlRcww c+xDQls.FLORIDA axe y �r�,;..1[}P `I Phone:(305)871-1530.Fox:.(305)871-153T 4268 Wes#roads Drive 2 DRAWING No V�S'�� AL alt+� a M W:tilt..GaN on1 West Palm Beach, FL 33407 3 E9- 6719 A,,, WALTER TILLIT.1,P.E. 4 17-107 r'Y�,," •.... FUal Uc.E 44167 5 SHEETP.E. SEAL/SIGIIIATURE/DATE 6 7 OF 20 5 E END WALL _N SHEETS' SEE NOTES ON LOCKING RODS W LOCKS(D or 2`ly AND ALTERNATE HV LOCK @ ON SHEET 5, O / UT 9 IN EXI9TNG GATS INSTALLATIONS W,j 1_HV ** I BLADE SUCK OCTAL NVF IS VAUO FOR ALL BLADE W HV C E N I E R M A I ES CENTERMATES APPLICATION 5ttiti BIADE(D ��Ra OR 24 SEE END-EXISTING GLASS a IAEt LL WSHE TS. 0 & ON ©RA@7.@. a di 00 ©'o © © _ __________ � •Q Q Q -------------- . RR) 7" B 1f2� 7- (6063-T6 ACV)ALUM. / I _Q PQSING % SYMMETRYCAL ANGLE w/(2) 1/4'o TAPCTE T!2" �+�`Q CEN ER ATES '• CENTER- MATIS MIN, SEPARATION utc+ORs Ta WNCREfE (TOP/BOTTOM) 1111x3/4's.Ms.® 12" / WZ HV LOC 4 O i W/ HV LOCK F2A� ar TO GLASS (4)110x1/2"_S.M,S.TO TUBE{ O.C.FULL LENGHT. j {SEE SGHEDULE AT EACH ANGLE.a(TYP}i I ! * (w ON SHEET 11)1- �IN J it HVB � A^� (��UUT HVC HVA 1ft a+ `R n:l'�°PIJR"St}+� EXISTING GLASS -POURED CONCRETE OR (/� I CONCRETE BLOCK VIALL ©•O .Qu'�:J'�:J'�'..`3'°'—�—� J...._._..... ._..__.—..._.�.—_.. _�ta+,,�� �+©� '� —.._ REG EDD- _Exlsnwc,\f�?%�'®°"Q' SYMMETRICAL (N 1u;7'l /'(��°fl��'0'®" MIN. Esp�R . ��1 +@�.t-GLASS C.ENT£RMATES* !" Q�`t::�°'�l'J`k.:J°q®` °A Ti,GtA55 rJ �;./ L':/ _V_'C.✓ (SEE SCHEDULE — — V LOCK 6 1 OPTIONAL t ��,"�� � ((,��'� ON SHEET 11) Rp (INTERIOR} ; MIN. TO GLASS p� OPTIONAL 7 (SEE SCHEDULE TIN (INTERIOR) - -------- .. '—COYCRETE• l� ON SHEET 7T) — '' 1 I OUT — _-..__ _— -- Acis RS RIES iii VA 90' 7 a �7' CJ y'/U o+ ('f'A 1J U 1 6 1/2'MAX.$LACK OUT (EXTERIOR) HVE X11 C7 IVF** HVD d°I������at��"'`'r FCORl4A BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTECO.INC. ltlJ 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM wA� / � ■ -Ti L E C d N . .Accordion Shutter System H v. #T w/OR W/O,RV.v vnwav 6�ADE American Shutter Systems TILUT'TESTING & ENGINEERING COMPANY REV.N bESCR-08 DATE' DRAWN 0 I.C.Association, inc. 1 OLD 1sOas 7127f1 w+IE: 7127f17 SL,St¢.SRS.KR+dAU G4ACII4.FLORIDA 3316 4268 Westro0ds Drive z Ph—;(305)871-15x0.Fox:(3os)a71-m31 DRAWING Na n '�r ,-mm:17t 5719l.com West Palm Beach,. FL 33407 3 . A! � V tt1 EB-OODb7i9 �. - 17-107 "',/,7lr/Ii WALTER A.TILUT Jr.P.E. FLORIDA L+R..1 44167 5 SHEET P.1. SEAL SIGNATURE/DATE 8 OF 20 ALTERNATE INST LIATION W H " " L 0 V MALE ZFEMALE_:J:_19g� S C TERM TES 68) 9 LOCKERS V BLADE Scc END CONNECTION DUALS ON SHEErs 10 sc 18 INSTALLATION (17 HV BLADE D 0 r��ExSma Q155 M�(��ENTEgMATES . t_U_T IN GLADE QSLACK DETAR.M4,INDICATED ON SHEET 8. AS WELL AS UI,I tVSAL FLOAHNO BLADE CD DCTAL HOD-". yyam�, INDICATED ON PaS SHF.F.T,MAY BE USM WITH 7115 ALnJMA ,�.E ENQ WALL CONNECTION f ,0• ''m�+®°10`®m Prsr noN onaL Nlra sHowM IN THIS sNEE'c OETAtLS N1'7 SHEUIS fO k 19 zs-=1le^.v-z ®.Q�g m�•�n 1 •�5 35 35 sCO� I n ® I (oPRa4w 4* (oPBow%) N11,o.1/2.9 M.S. IiUEE } 110.E/r S.M.S.0 12^ _--'----r. AT EAW ANCLG MP) O.C.FULL IkTY.Hf. * I N ftNSN(TYP.} (N v. P uS(irn.} "m�' 5 3 30 LOCK T(INSIDE) � ate. °"i 1 5 t 2 29 {� CY e- ¢a.• ale. 31 oR 33 31 oxt J 31 oR 32 3 _ 31 ox 2 v � s 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35* (oPnvNu) r'7� �Lz, =.--1:.ztL'_1(11 W/ 7/8"RI x 3/32" WINGNUT. (omom)HDBVS oUT HDC-HVC * SYMMETRICAL HD CEN7ERMATES SYMMETRICAL HD GE�,JTERMATES � ft LOCK,—{INTERIOR), Q HY "T" LOCK {4UTSlDE) W/ LOCK (EXTERIOR)HVG* f Smu,9AAA ALL_"M (2024-T3 ALLD»URCE FLANGE THIN m�m�6• m Q�n 10 I MT SKM NLRSERT.PART 10020. f..,(O.�m®•�ma+�' m AS MANUFACTURED BY AVOEL C.Mw /'� (� MaORN,PA"PPENY,NEW JERSEY Q'Q•0m41•Q-0— 07094 OR faWL J�<4 1( 1.�u®• j m 8'�m®'�m�•�mC�•� .^-- _ '—'--3 -""--.-- .._._-.._-...—..._._ —• O *s:E Holes ON lucwxa ROo].s(D a wTQ ufc<s ON stfa s WL�A54.ni IINC&AXODUAL HDD-'w 6 -V t 4Wo rOR ALL CUITMOM APPUGMNS MIS EIMEO FLOATING STACK (!_'"QRJA r '-. FLORIDA BUILDING GOOF(Non High Velocity Hurricane Zone !1''� '•,n rA�' ✓%w. 02017 TILTECO,INC. 2017 EASTERN tdETA4 SUPPLY, INC. BERTHA HVTM a. A , A Accordion:Shutter System 11. E co I M C Ir RV: L'LADE#1 W/OR W/0 H.Y.'WINDOW aADE / TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems kM N OESCRIgOE14 OATS DRAWN BY: LC. PR, • `�Q a Association. Inc. 1 OLD T5-08s 7/27/1 DAV_ 07/27/17 opt44 63:5 N.W.36th St..Ste.3054 VTRCINLA CAROr71S,n.OWA 331 Phone:.(305)871-.1530.Fox:(309)871-1531 4268 Westroad,s .Drive -2" DRAWING No US/fro\ 4 e-m9�Le�B7tBOL9nm West Palm Beach, FL 33407 s 17-107 '•IfIIIl ITt't_ WALTER A TILUT Jt.P.F_ 4 +w~ FLORIDA L'-1 44t67 5 SHEET F.E. GNATURE/DATE e 9 OF 20 i l POURED CONCRETE OR POURED CONCRETE POURED CONCRETE 'POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE BLOCK WALL WALL REQUIRED —---- ' OR CONCRETE REQUIRED BLOCK VIALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS 7' EXISTING GLASS 1"CONCRETE'ANCHOR*' ExisnNG GLASS < 2*MIN. "D.C. rJI > 0 16 D.C. EXISTING GLASS 2'MIN.— MIN.SEPARATON < TO GLASS(SEE ?IN.SEPARATION RN.SEPARATION 17 EQ SOiEDLU ON SKEEI I EQ TO CLASS(SEE II MRLL OANo 10 GLASS(SEE MR SEPAPATION 1/16-.3-MAX. ON SHEET 9 FOR SCHMULE ON SHEET BLADES 01&Q) SCHEDULE ON SHEET TO MASS(SEE I I FOR BLADE SAND (6063-176 CONT. I I FOR BLADE BLAND SCHEDULE ON SEEr E A ON SHEET FOR ALUM.CLOSER �tlf 19 FOR 1/2- 11 FOR BLADE ONO &Q MADrs T SIDE BLADES 1/2'r ON SHEET 19 FOR R E PLATE. (LOCATE 7 AT EITHER SIDE MIN"A BLADES Q)&Q (D USE I'OR 2'MAX. P LO E'T ,/2-111. S #10xI/2 (AS AP UCABLE)x2"xI/8 -2" JID. 0 16 D.C. T_� TO I FOR BLADES R 0 16'D.C. ALUMINUM CUP ANGLE 4 (6065-T6 ALLOY)AT MJDHEIG 4 Too (1) #10XI/2*S.M.S. O (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FORJ WALL AT I- O.C. (LOCATE AT SIDE CONNECTION 1 OR & EITHER SIDE OF(9) 60R�\ SEE DETAIL X FOR-/ dOR 1 OR 2& �� TO TRACKS X FO SIDE CONNECTION i SEE DETAIL X FO 4 '0 SIDE CONNECTION To TO TRACKS 7 8 1 TO TRACKS 0 @ IC7) @-Q)-©w©•07 -@.i @-@- 6 0) 0-(e- - @- (9). _@.6 END CONNECTION DETAILEND CONNECTION DETAIL 20 END CONNECTION DETAIL(3) END CONNECTION DETAIL(a) /-POURED CONCRETE OR 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- -EXISTING GLASS CONCRETE BLOCK WALL r EXISTING L REQUIRED GLASS 4 4 • -----------i MIN.SEPARAMON #Ipxl/2'S.M.$' - -------- TO GLASS(SEE a 16'6.c. —-—-—- SCHEDULE ON ShW DON y 11 FOR MADE 0 AND CONCRETE TO GLASS(SEE -- --------- ---- -R&- OR ON SHEET 19 FOR ANCHOR 0 1/2"MIN. SOHEDULE ON SHEET 1 11 FOR BLADEOANDOR@OR(90R@ E� CONCRETE BLADES(D&0 12'D.C. ON SHEET 19 FOR 4 ------ - ---- BLADES(D ANCHOR 9�1 j OR@ 0 16' D.C. 2 MIN. 4 ED 6 ORODOR(DOR 2"MIN SEE LIMITATIONS OF USE FOR BLADE(DON SHEET 19 @ VIEW R OR@0R(qOR(gOR@ OOR PLAN MAIL POURED CONCRETE OR CONCRETE BLOCK WALL END INSTALLATION ILLATION In HV BLADE OR 37_HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL eOR ;MNEC ION DETAIL(g) FLORIDA BUILDING WDE(Non High Velocity Hurricane Zone .. . ............. ",. -A, - 02017 TILTECO.INC. 0 2017 EASTERN METAL SUPPLY. INC. --- A_ BERT HAHVTM 11LIECO114C. American Shutter SAstems HV.BLADE#1 W1 OR W/b H.V.WINDOW MX NA TILLIT TESTING & ENGINEERING COMPANY y3EV.N, DESCRIPTION — DRAWL By. LC_ SI 1155".31mSL,S.,305,VAGI M WADEM,PLOR"331se Association, Inc. 21L OLD 15-Oa5 27 DATE 07/27/17 Ph,.0:(305)871-I530.F.. (305)871-1531 4268 Westroads Drive 2 _ :rilt—G.—_ West Palm Beach, FL 33407 —DRAWING N. 01VAL EB-,0005719, 3 WALTER A.rLUt Jr.P.E' 4 17-107 P.E. Sl��LJRE DATE .FLORIDA Ljc�If 44 67 5 SHEET 9 10 Or 20 -SCHEDULE #1 SCHEDULE #Z ach DF LRE l MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' � (ft.). FOR INSTALLATIONS W/ OR L-" (ft.) FOR R "L-" (ft,) INSTALLATIONS QC{�FGEND NOTES:— • & Dr VIM", INSTALLATIONS Wf 1Y - CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE rH£,V. LOCK. Or 0 or[ or (:ENTFRMAT�� & W/ ONE HV LOCK5 MANSORY POSITIVE A.S.U. DESIGN PRESSURE RATING. HD LOCK by Wj NO COCKING RODS or ONE HV LOCK Or or L-:MAX.ALLOVIA13LE SPAN FOR A GIVEN NEGATIVE CENT(a W ?& 29 W ONE W/ NO LOCKING RODS ® OR W/ NO LOCKING WALL A. B, C, D. E, M„ N, O, P. Q. 0.5.0. DESIGN PRESSURE RATING. - ® / ODS Qp MOUNTING F, K & L R, S, & V. H�D"T" LOCK 30 W/TWO LOf�K'NG (SEE NOTES 1'.1't) (VAUD FOR MOUNTING 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 rr��T{{O���P��cc,,&+BOTTOM J(ISEE //++,� SHEET 7) FLOOR/CEILWG G_ H, 1 0. ,J T. U, W& X WALL MOUNANGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRE1ti I WOO INSTALIA11ONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M uAwuw W,wuuu GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. xAYJNUIJ ASA.um RJ T S ASD.0f5w INSTALLATION$ Asa oLSGN DETERMINE MAXIMUM SPAN 1t'FROM SCHEDULE. PREiYUr2 WALL MOUNTING Fi.00RJCFIUNo P'n"E,rSURE WALS.MOtINAIJC PRESSURE FL00R/CIDUNG MDUIaMO aiwG k RATNG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, F MOUNTING (".1) FLOOR/COLING MOUNTING. (P.O.) OR - DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. (+O12} t+ -) - t*ax-) tiOttR Au.MOutJ11rJG D MAXIMUM SHUTTER SPAN -L+"OR -L-• FOR L+ (ft) L-(I) i+4q L-(R) L+ (I). L-IN Ls ((0 L-(I) 30 OR 16'-O' 16'-0• i6*-0" 16'-D' 30 16•-0" 16'-0" 30 16'-O' i6'-O" INSTALLATIONS05pst. INTO WOAD SHALL BE LIMBED TO FINAL M DETERMINED ALLOWABLE SPAN IS EQUAL N THE _ 105 psi.A.S.D.AS. DESIGN PRESSURE RATING. tJ DETERMINED SPAtN BETWEEN-L+"AND 'L-'. 35 '- " 1 '- " 15'-2' 16'-0' 141041035 14'-10" 14'-10' 35 15'-2' 16'-ID• 40 13'-10" i3'-10' 14'-2' 15"-2' 40 t3'-10" 13'-10• 40 14'-2' _I W-2- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13_^_i• 13'-4• 14'-3' 45 13'-1• _13'-1' 45 13'-4• td'-3' t HV CORNER CENTERNATE A3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5•- 17-8' 13'-7- 50 12'-5-~ 12'--56 50 72'^3' i3'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS Ytj FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10• 11-10' J2'-1' 12'-11' 55 11'_-10' 11-10" �55 11'-1• IV-1 l' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11"-4' 11'^4` t1'-7" 12'-4' 80 =4' ii'-4" 60 10'-2' 10'-11 NOTE#5.SHEET S. RATING: 65 10'-l0- 10'-10- 1(1�-1" 11'-11• 65 10'-10" 10'-14" v 65 W-5" 10'-1" - DETERMINE: _ _ Lt+- MAX. SPAN FOR WALL MOUNTING INSTAUATIONS, 70 90-6' i0'-6- 1D'-9" IV-5' 70 10'-6' 10'-6, 70 8'-9 9-4 L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10`-1" 1D'-1• 10'-4' 11'-1• 75 10'-1- 10'-1' 75 - 9'-9" tt EXCEPT THAT MAXIMUM 51LMER INSTALLATIONS. 80 9'..10' 9'-10- 10'-0' 10'-9' BD 9'-t0" 9'-10" SPAN"L+•OR -L^•AMD MAXIMUM A.S.D.DESINC FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'-A" 10'-5" 85 9'-6' PRESSURE RATING FOR INSTALLATIONSINTOCONCRETE RATING: 90 9'-3' 9'-3 9-5' 10'^1' 90 W-3• 9'-3" OR CONCRETE BLOCK SFBE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9•-0' —9'-2- 91-10, 95 11-1. W-9. LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' W-4' 9'-0' 9'-7' 100 8'-9- 8'-4" MOUNTING MOON SHEET 7, INSTALLATIONS. 105: W-7' 7'-11• 8'-9• 9'-4- 105 W-7• 7'-11' r12 8-a' T-T 8'^T9'-2' 110 8'-4' 7`J« FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE a'-z 7'-3 B'-4- 8'—ti- 115 IY-2' 7'-3- SEPARATION TO GLASS SI;HEDULEMiN1h1UM BETY EEN U+. LO+'. L1-'AND Lx- e'-0' 6'-11" 8'-2• 8'-9" 120 8'-0' 6•-11" (4)GO TO ANCHOR SCHEDULE WITH FIINAL MAXIMUM 12& 7'-10' ALLOWABLE SPAN ANp NEGATIVE AS.D.D£SiGN WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM A14CHOR MINIMUM SPACING. 7'-7" V-2' 7'-9' 7'-9' 135 7'=7' ' ' SEPARATION T-s• 5'-11• 7'-7• 7•-8' 140 T-5ASTM E.-1996 TC) (3L.AS5 T-3- 5'-9- T-5- 7'-3' 145 7"-3•_ 5'-9• .. 150 7'-2" .5'-T 7'-4' 7'-0' 15O T-2' S'-7 15_5 T-O- 5'-5 T^2' 6'-9• 155 T-0' 5'-5" 1 THRU 3 1" 160 s'-tY 5'-2' T-1' 6'-7- 160 V-11' 5'-2• 165 6'-10' 5'-1' T-0• W-4- 165 6'-10' v-1• . 170 6'-9' 4'-T4' 6'-ii" 6'-2' 170 61-9' 4'-ii" __-....7756'-7- 4'-9' 6'^9' 6'-0" 175 G-7- 4'-9• 180 6'-6' 4'-B- 6' 8• 5'-10" 180 W-6' 4'-$" HV BLADE 185 675" 4'-6- V-7• 5'-6' 185 6'-5" 4'-6- ..190 6--4' 4•-5" 6`-6' S:-S' 190 6`-4' 4'-5• 195 W-3` 4'-3' 6'-5' 5'-5• 195 6'-3' 4'-3' 200 6'-2• 4'-2- ¢'-4' 5'-3- 200 6'-2` 4'-2" " GAJ.! 205 6'-1' a'-1' 6'^3' 5'-t' 205 6'-t' r FLORIDA.BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILTFGO,INC. 17(02017 EASTERN METAL SUPPLY, INC. THA HVTM . mac7LT7EC O A■ . .,A. Accordion.Shutter System H.V. BLADE#1 W/OR W/O H.V. WIRM BLADE Tf i1LtlT TESTING& ENGINEERING COMPANY Ameriean Shutter Systems ,,:x OLscli:rmoN OA1C DRAWN 61':M&Y. L.G. " •d 46 Q. + Association, Inc. 1 OLD 15-08.5 7!27/1 DAM 07/27/17 ' J" 2•j_j \� 6155 UMI 38Ht St-Ste.305.NA.CINM GARDENS,FLOF 4 3315 Phony 1(305)671-1530.Fax:(305)071-1531 4268 Westroads Drive 2 DRAWING Na f ......... \ P' a-maa:.tnl"a.OaoLaam West Palm Beach. FL 33407 a 17-107 7�( 7 L,T jtlN.A l �U'}t ES&'DW719 4 1VA TLUT 44Jr.07P. 5: SHEET, w ♦- FLORIDAFORIUa d 44167 P.E. 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