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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 A i:- •xs^-.:.tint.�. -�'.�.'.cac°.:, .. .. �.,,.1'..� .::`4.�:.`` i. amu' , .R0 r. d BC1S Home Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff :iBC1S Site Map Links t Search i dbProduct Approval �' A��.USER:Public User - P Product Approval Menu>Product or ADDlication Search>Application Lis[>Application Detail M2 � "h FL# FL389-R9 �- _;3 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@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9_COI,,,,AMERICAN SHUTTER SYSTEM ASSOC„INC. DRAWING, 17-107 CERTIFICATE OF INDEPENDFNCE.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 https://floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 1/3/2018 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 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 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL589 R9 II AM,ERICANHUTTFR SYSTCMS DRAWINS Approved for use outside HVHZ:Yes 17.108 BERTHA-HV ACCORDION SHBTTER 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 ASD 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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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 SYS_TEM.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 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 REPQRT_PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emails 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: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYHH2vJvx53 Mws... 18/2018 Florida Building Code Online Page 3 of 3 M 0 ROAR tir« . Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 1/3/2018 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ff�� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REOUIREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE OC- CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1l THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDTDON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN M-40 LOADS AREA 1: HV BLADES n & L1A� BY MULTIPLYING THEM BY 0.6 IN ORDER70 COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU Is. 19 & 20. GENERAL NOTES SHEET T IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33 %INCREASE IN ALL01YA13LE STRESS FOR WIND LOADS WAS RM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS, HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H,V.ACCORDION SHUTTER SYSTEM'S ADECUACY FOR LAND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE. MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE T,AND HV WINDOW BLADE 61A ANO E-1996 STANDARDS (MISSILE LEVEL D.WIND ZONES 1, 2&3)& #1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE (y#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2,1)BASIC PROTECTION 014LY AND#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 BLADE(D AND HV WINDOW BLADEIii ARE ENGINEERED TO WORK IN 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(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2,75'AND#14x1,75-RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS TIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kW TENSILE STRENGTH,PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST BEAR THE TTV 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 LEAILS 1-6. C.ONCRETEfBLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 1; ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 3,16 AISI SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER OR+50018 WITH 50 ksi MIN,YIELD STRENGTH AND 90 k-,i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TD BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL VAIN 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV STAGE(D: 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 N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582. COMPONENTS CF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT #5'458,179 ISSUED 10 EASTERN END CONNECTION DETAILS 7••12 & X. WOOD SHEET 18 METAL SUPPLY, INC. ARFg 3: HV WINDOW BLADE ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED i0 INSURE PROPER ANCHORAGE.CONTRACTOR 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT W,NO/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 NO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. AREA �: HV WINDOW BLADE ONLY 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,ONE LABEL SHALL BE INSTALLATION DETAILS, ACETAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DP,AW NG PLUS ANY BUILDING.AND ZONING REGULATIONS PRCWDED BY THE JURISDICTION WHERE PERMIT IS 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.O. (6)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 (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHIIECT 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.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIIII. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. sdrp/Is'f✓60py�6 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ^0^2017 TILTECO.INC. ��++ CEJ 2017 EASTERN METAL SUPPLY, INC. -1-`1- A �7 A BERTHA HVTM ,> Accordion Shutter System _. H.v, SlPL1E#T w/OR w/(>H.v.ver4arAr BLADE d , I TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems e.x DESCRIPTION DATE DPaYN By. L.C. FZ+*ii`` SPP'' y Association, Inc. I OLD 13-085 7(27/1 DATE: 07/2'7/17 .'. '+, 5355 xw.3em.si.,se,.305."=Ae ci9aEHs.TLaRr.A uls 4268 We9troods Drive x Phone:(305)871-1530.Fax (305)671-1531 DRAWING Mo 131 „ .,�a` LIt o_maa:cn4_aaoa�.com West Pclm Seach, FL 33407 3 ci{, "•" S4 E8 1o7T5 17-1 V7 +llt S+ALTER A.ILLR Jr.P.E. 5 1177/P11 rLoRIDA U..q•44167 SHEET P.E.^trAL/SfF14#&E/DATE 6 1 OF 20 1 VARIES -3-1 lC-01=1 GLACE "MI % < LL E vQUALIFIED F30P USE W/ QUALIFIED FOR USE W/ HV BLADE-.'_I! 04,HV IR�CT �QUNT HV BLADE ljDA, BY WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ kv Q6.063-T6 ALLOY AND T�EMPER . BLADE2 TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AND TEMPER L* � 9.1- 6063-T6 ALLOY 373: .24^- 1 2L-j 1, 4V 2.§70- 16, q70 7.090" 1 nt 1, ,670 22 q2 ; r 12 V to bi o N. I LIS- 25:� Mon. 1 1.375 !� 0721- HV ADJ, AJDAETER WILIP QUALIFIED FOR USE %V/ HV q20 - C8)H V WALK—OVER TRACK )J,- FLOOR TRACK BLADE T QUALIFIED FOR USE W1 Hl/ C9111 HVTRENCHTRACK 750" 6063-T6 ALLOY AND TEMPER BLADE ' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-TG ALLOY TEMPER BLADE(ZI ONLY. lb HV AI GUARD BLADE r) 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY X14D TE14PER VARIES 1,9C BLARE'3QUALIFIED FOR USE W/ HV ;� VA6063-T6 RIES 1.036' ALLOY AND TEMPER V i a 1-083' -1 083- ro 4T J. Inl 1&7 0 j F"�il?l I 'fi� HV CEILING HEADER • - I ;l HD CEILING HEADE!3 q- d6i'LIFIED FOR USE W/ HV BLADE ONLY, QUALIFIED FOR USE W/ HV BLADE ONL r ,I 6063-176 ALLOY AND TEMPER" QUALIFIED FOR USE W1 HV BLADE i'""—} i Q- H D WA LL HEADER SIL /S SEE SECTIONS FOR VALIVP SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Cl)ONLY. 6063-T6 ALLOY AND TEMPER 71 COMPO? T7 T2 Fr.- PO, 2- 2- 10.125� -X,! 1/6' i i 1 3- 3- � C-20- jj 2' 5'K' 1/8 �My ' -7. 1 1 X ea, 2- '5'MAX. 0-192' O.192' 120 CORNER POST 7*IAAX"Miga,I O�tqo, USE W/ XV I QUALIFIED FOR USE W/ HV SIDE ANGLE L QUALIFIED FOR /A;L U�" A N E S 2.5* BLADE.r71 LIFTED HV BLADE(,D, 0.139' O�131, 6063-T6 ALLOY AND TEMPER 6063-TIS ALLOY AND TEMPER BLARE , Zl�l USE PER 6063 )TE DA 2' I I FLORIDA BUILD1111 * CODE(Non High Velocity Hurricone Zone: 02017 TILItCO,INC. 02017 EASTERN METAL SUPPLY, INC. ............ BERTHA HVTU Accordion Shutter System -co A.&S.A.' KV� BLADE #1 W/OR W/O H.V. NDOW RACE FL E American Shutter Systems Irv.N� DESCRIPTION D.TE DRAN,I TILLIT TESTING A ENGINEERING COMPANY op Association, Inc. I OLD 15-085 0712711TOATE, 07/27/17 51,S-105.—,G—0�-NS,rbMC.331tf Al� 3m. pl—: (395)871-1531 4268 Westroods Drive 2 - DRAWING No West Palm Beach, Fl- 33407 3 RI a 17-107 A.TILUT J,P.E. .1 TER 4 FLORIDA Uc.j 44187 5 SHEET P.E. �AE/DATIE 6 2 OF 20 4 6_60' .745* .745' 0._3_34 %0 LER THREADED E CAST HOUSING ENAMEL 1-IT lo 4DAKED FAINTED Ll W T. URI; "Aw 'S L E Scw.DER iJ In. KEYS(CHRovE (imHAO.E-LTEf)) PLATED) HV EGRESS LOCK AUF1BY LOCK ONLY #i'�HV FL -610�——132K-� ED F�G QATING C HV CENTERMATE �s -9 6063-TI6 ALLOY AE AL IEU,rOR.�SE W1 W FID(:,FOR USE W/ HV TEMPER D FOR USE W1 HV IJ0ONLY o�o— 3.023;^,_ OUALIF E I QUALI E 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE BIG ONLY. BLA E 1 63,Ot41-Y. 2474 INTL 1 F I E D FOR USE W/ HV SLADE(I)ONLY O.G. 6063-76 ALLOY AND TEMPER PLASTIC HEAD .518 $045-2" 2-1 MOLDED TO SCREW 2079- 1.753- 1 L1360-AFTER RIVETING LU 1/4"0-20 x 3/4" BEFORE RIVING N. In C S.S. THUMBSCREW 1/4"0-20 RIVNUT* or R *SERIES 9444 ALQ?Jl.%UM(2024-TZ!ALLOY)LARGE FLANGE THIN SHEET 4q$ERTF.0A��TURIED BY AVVEL CHERRY PLAN FRONT ELEVATION HV MALE "T" LOCK CENTERMATE IT R USE W1 HV BLADE FEMALE HV "T" LOCK HY ALTERNATIVE LOCK "T CENTERMATE 6063-T6 ALLOY AND TEMPER�I)ONLY @9, H V E "T" LOCK CENTERMATE ERMATE QUALIFIED FOR USE -,��7) LOCKER FOR LOCK CEII QUALIFIED FOR QUALIFIED FOR U$E W/ Y,V QUALIFIED FOR USE IN/ HV 8LADE(I*%ONLY QUALIFIED FOR USE W/ HV BLADE(I')ONLY BLADE 1j ONLY. 600-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W1W BLADE(1r ONLY. 7 3.161 0 —44Zj__ 53 Lop, -CTI;,L ..06 IN8OETiR1RNO KEY CYLINDER 21 LI A, I,El' H CENTERMATE W/ NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD 16( O j D 4.-J QUALIFIED FOR USE W/ HV BLADEQ)& 6S- OUAUFIED FOR USE W1 HV BLADET.& Q�Al 6063-T6 ALLOY AND TEMPER ;�S) HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER QUALIFIED FOP USE V HV BLADE rr —20 ssOR 30- 6063-T6 ALLOY 4ND TEMPER CYUNDZTI IE Duns) OR KEY CYLINDER,57 'Me, 2�i NI LOCK4�4 0,34 HD LOCK 16 AC OUAIJFIED FOR USE W/ HV BLADE �S�) HV 1/4' 0-2,0 AISI 304 BY REGENT HARDWARE MOROSE LOCKS SERIES 23Z'3 HOOK BOLT LOCK, nn 6063-T6 ALLOY AND TEMPER H V 3/8"0-16 AC L -1 ' "' " E tr THUMBSCREWS 'SERIES S.S. THUMBSCREM QUALIFIED FOR USE W/ HV B[ADE-Cl)&- dz, )INSTALLATION WILL REQUIRE A 7/167 'I" T QUALIFIED FOP. Hv BLADE'l) ILLED AT TRACKS FOR PROPER E?'1,4B EN QUALIFIED FOR USE V, DE'Ql LOMA BUILDING CODE(Non High Velocity Hurricone Zone' R 02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC� BERT 'IA HVTM i V:p-,-- / Accordion Shutter System IILIEC;7� A.S.S.A. KV. MADE #1 W1 OR W/O RV.WNDOW BLADE American Shuffer Sysfems REV.N. DESCRIPTION DATE DRAWN By. L.C. Y TILLIT TESTING & ENGINEERING COMPANY clatlon, Inc. I OLD 15-CS5 07/27/17 DATE: 07/27/17 4 3 55 U..TSN.Si.SIA,WS.MAGNA OARDENS,ALM,JSIU Phone (!05)871-1530.To,:(305)871-1531 4Asso268 Westroods Drive 2 DRAINING No 1-61: West Polm Beoch, FL 3340/ 3 17-107 A, WALTERTILUT Jr.P.E. FLOPOR 44167 1 SM P.E. EA RE.' DATE 6 3 OF 20 33-f3i 4.C3 1-3,--Zz NOTES ON_HV LOCKS AND CENTERMATES E91 0.1§,Q_ 1. fi�M gffTg!&it*ONE HV LOCK(�j or'Z51,SHALL BE USED XI 1/2 OF SHUTTER SPAN FOR ANY SPAN .6-.59-4 OW OR IN 2 OF SHUTTER SPA FOR SPANS UP TO 105", AND FOR INSTALLATIONS,AT ANY ELEVATION, HV LOCK t2 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO-*I OR �t o nn n n I I nn I n CENTERMATES W/(2) 1/4-0-90 x 1/2* LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. F DESIRED, FOR BETTER PERFORMANCE OR For, SECURITY PURPOSES, UP TO TWO Hv L 'r E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS 70 CENTFRMATES ff4 1%1. ( SHALLBEAS-INDICATED ON NOTE (1)ABOVE. LOCATION MON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION 02 (VAUD ONLY WHE ORY CONDMON 01 DR LIMITED MANDATORY CONDITION 112 IS USED W/TWO H.Y. LOCKS) LOCKING RODS E NOT REOUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFdAMANCE. LOCKING RODS OS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (Not,' HURRICANE POSITION). 4. HANDA7oar r,$aNDRIDN 42:ONE HV LOCK t& SHALL 13C USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK I3� or-g SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 2JI CORNER CIENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS n AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE TO LMDATORY C9NDMQN#I VALID ONLY FOR W LOOK.2 ATES �_6 Wj SYMMETRICAL CE�gRM 2 OR 22 ALTERNATE HV LOCK 2Z MAY BE USED-IN UEU OF HV LOCK.211 or U FOR ANY SPAN AND E N AT ANY ELEVATION. AL ERNATE LOCK dr.MAY BE USED AS AWINSIDE OR OUTSIDE LOCK,ATTACHMENT OF 1/4"0-20x3/4'S.S. THUMBSCReN'T0 4:lt OR C2-CENTERMATES SHALL BE MADE W/ 1/4"o-20x3/4-ALUM. RIVNUT AS SHOWN ON SECTION HVE SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. or!;�S or 6..MNDATORY CON @F DNS: ONE HV LOCK or 0 or C6 SHALL 13E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96-,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK WAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO g�or g SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2*LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING'RODS 1_!W/ CONNECTION OR CE7�TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON I S I TTP. FULL NEE TS.10& Ie *NOTES ON BY "T" LOCKS AND CENTERMATES• HEIGHT. - OFCOR14ER _W.700'MM-- 'Q RY CONDITION f! VAUD ONLY FOR HY 'r TOOK 10 '20 CENTERMATE %._;F 5 la AND GN�FQ�AL�IEMRPAffrE'Hl Z�ln�615 MAY BE INSTALLED IN UEV OF W LOCK 4 11 AND I ALUAT, LOCKS LOCK. ATTACHMENT 08 ,� ON AT ANY ELEVATION. ALT15RNATE LOCK&MAY BE USED AS AN INSID R 0 OF LOCK 6 ,@ INCLUDES USING REINFORCING LOCKER q�, AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE @01 CONNECTED TO CENTERMATES Q AND 19 W/ 1/4'0-k . 1 1/2*LONG S.S.THREADED BOLT W/7/8"0 . 3/32' WINGNUT OR W/ 1/4-0-20WS.S.M.&IINTO A 1/4"Ox 5/8"r RIVNUT.JLOCK MAY 13E INSTALLED AT MIDSPAN OR 12- 6 1, � L; —) ' $=3 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS al TOP AND BOTOM IS MANDATORY. 31 -@8-0, 8, .C7�a+ *NOTES QN HD LOCKS & CENTERMATES: 1. CENTER—W OR 132 W/�321 : ONE Al-TER14ATE 141)LOCK(_14 MAYBE USED IN LIEU or TYPICAL (1), HV BLADE SHUTTER ELEVATION HV INS ANY SPAN AND AT ANY ELEVATION.ALTERNATE No LOCK LIG'MAY BE USED NTS. AS AN IK-SIDE OR OUTSIDA LOCK.ATTACHMENT OF HO LOCK(38;TO&IS W/3#8 x 3/8*F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT ql-AS SHOWN ON SECTIONS HOE-HVB AND HDC-HVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS ig-IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE{Non High Velocity Hurric.le7�.: t14IV t2017 EASTERN METAL SUPPLY,INC. •...... 02017 TILTECO,INC.IHC BERTHA HVTM Accordion Shutter System M�LTE_m KV. MADE#1 W1 OR W10 H.V.W=N MADE co A,S,S.A TE American Shutter Systems REV.No DESCRIPTION GATE DRAWN BY: L.C. /27/,, DATE: 07/ 4 TILLIT TESTING ENGINEERING COMPANY �7 27/17 Association, Inc. I OLD IS-CSS I M5 N...Mh.s,S..!05,vRCM CAROD6,FLORCA MIS 4268 Westroads Drive 2 —DRAWING No ....... t I... West Palm Becch, FL 33407 5 ALL45 ML7EREBA.Tu-00oFrl'J719,.P.E. I — 17-107 FLORID:Lk�j 4*167 S — SHEET Pz S Sl URE DATE 6 5 OF 20 RED CONCRETE POURED I CONCRETE ANCHORS ON O.RLCO CRETE OLOCK? " " POURED CONCRETE-- (SEE SG3'DULE ON c ET RS ._ 4MACHINE SCRE1'!S CONCRETE \ REQUIRED CONCRETE ANCHORS `REQUIRED , 4..._,;..._......._ �FCR _ r. ,__ ..." _(SEE SCHEDULE CN ` W/ 1/4`-28 SHEET 1 ...._.....±__._..... i- i f I CONCRETE ANCHORS ' 17 18R`AJtEYStouE(SEE rtOUNiwG©oR EHET.T] {r / SHEEi 13) NUTS 6 12'0.(.. (SEE SCHEDULE ON SHEET 13) y A' r ' 1_ %' .' . t1 (' MJn. 4'a-28x3/4"S,S. " J E¢ EQ MACHINE SCREWS .,_ _ -EO EO { .' •..r — _ E-2=�:-.' :_ '� USING I/4"-2D h'JTS 12,- 1S =.. e 12'O.C. _. C ! 1/2. 3 1 250",liax. 1 ' r___�5 13 OR 1`J hn �OR 15 _F E.D. 1'�__��_r� I +� .250' ��Alax. I• ' i E.�• r� I i E.D.• ��' / •f, i I OPTIONAL \.-OPTIONAL H � 4FtJ 9P/RADO. Ot+55{3E •. 4'I£0.lE Ur V. r { ♦ I I ` MIN.SEPARATION TO^(FSS -1t FOR EDGE$iJ.m w .`. --1 POR i1 A, ' EXISTiHcr--_(sEE SCHEDULE ON'SHEET Ti) a:S43:r T9 iCti T ,IJ GLASS EXISTING RADiS a) �jj I ' MIN.SEPARATION TO GLISS GL4S5--•;�__._ -'(SEE SCHEDULE ON SHEET i I) !'""` EXISTING ' cws-• yG)HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION - `�- `B) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING r--• --^•—^-- ? - -m MRN.SEPARATION TO GL.SS GLASS---1 NN. PDyJ _1' '�' [)OR _ (SF.E SCHEDULE ON SHEET 11)-"--"' �'l OR 1 I —10 EXISTING.. To ahs{S'E ' �'l' JAN,SEPARATION TO GLASS GLASS 1 I OrDiltE ON%EEO I I ly a {SfE SCr.EOUIE tlN$HEEi 11)- ( ( - I)- 11 MR DUDE 9Am Cee SHEET 14 FOR __ • fil.9•S 8:&'y0'1 #F EXISTING ) i'' v i'-OPTIONAL I __._A ,'E. D.- _z- /4' .• i/ t i : nlox. - # OPnor)A_ 13 OS 15 Cad i--EOJ I-.-_•. I ,-...J za'a-20x3 4-S.S. rr LUn. Lam_..... 1 `^- I,,.fp.�J_ PjHILLIPS TRUSS HEAD \; 1/4'C-20w3/s'S.S.PHILLIPS EO^`. ✓ CONCRETE ANCHORS '•. ! --(� MACHINE SCREWS USING :............e.11_-,...._t...- —TRUSS HERO n1ACNwE SCREWS / 'fJ CONCRETE ANCHORS t z 17 �..J L i' 1;4'^2°NUTS A 12'O.E. ` t--(SEE S(a!£OULE ON W/ 1/4"-20 NUTS 0 12'B.C. POURED CONCRFTE S14EET 13 ' (SEH SCHEDULE ON SHEET 13) 1 POURED CONCRETE OR CONCRETE QIOCK _,,,r ' OR CONCRETE BLOCY. !f•,{)NC.RETE ANCHORS REOUIRED "'ALL REouJRED D` HV WALL SILL INSTALLATION % (F)HV WALL SILL INSTALLATION ' POURED CONCRETE—/ SHEET 14) OR CONCRETE QLCCK WALL REQUIRED tE) HV WALL SiLL INSTAL TION IF FOR D°^'°'"A°°"°f T' `; INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D, - EDGE DISTANCE E ASSEMBLY • SE_WJJ!tT`ATIONS OF USE \ LJ\/ BLADE I AL1 C 2- MOUNTING SECTIONS CAN BE COMBINED (SEE St=ECIflCATTGNS ON SHEET 13) H V D LA D E IN ANY WAY TO SUIT ANY INSTALLATION. ET''• R �l>d '� FLORIDA BUILDING CODE{Hon High Velocity HurriCcTte Zone; 22017 Tll7LC0.INC, (Ht 2017 EASTERN METAL SUPPLY,INC. ,11 fIS •,`.•%w G,h BERTHA HVTM 4 A S S A ACE#1 W/OR Shutter System i ME CO 1 N G. A ■ ■ N V. MADE#1 WJ OR W/0 H.V.WINDOW 8 ADE •'. ,% Q e TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ly,N r. L. DESCRIPTION DATE DRAWN 8C. y� dlt �4 Association, Inc. I OLD 15-085 1t27/i DATE= 07/27/17 '.. � ''•.� J.IL '' .1t b355 N.W.3bh.Sv,Sta.30}.iTFGCetA GfcDZJS,TT.OR{JA 33t3 Phone t(3°5)871"1530,raw:(,305)971-1531 4268 Wesiropds Drive 2 DRAWING No s--T � .-a,.,I:LIIt..aeaaL�om West POIrn Beech, FL 33407 3 0INAL E. Ea-GOGE719 4 17-107 �'•�r•���� MOER A.TILLR u.P.E. rLCRpA Le 6 4+197 SHEET P.E. SEALfSIGNATURE/DATE b OF 20 SEE END WALL C ECT! A ON SH ETS 10 & IS SEE NOTES ON LOCKING RCDS(5.W LOCKS Q 04D ALT.NITE HV LOCK @ 014 SHEET 5 IING GLASS INSTALLATIONS W1 (I HV B:ADC SLACK OETAJIL HVr IS HAUL FOR ALL LOU T —IN EXIS CEUTERVATES APPVCATION WITH BLADE BLADE IN HV CENTERMATES 2) OR SEE END WALL CONNECTION —tXiSTUNG GLASS DETAILS ON SHEETS 10 & 1871. J. ....... ..... . 3 1/4- 7- 7. (r,003 ALLOY)ALUM. If ANGLE (2) /4-s JAPCO % OPPOSING SYMMETRICAL �JCIJOR, ONCRETE "TO C TERMATES P111.0 (tOP/ElorrOM) CEN CENTERMATES SE - S.J.S. jIo.3/--S.M.S�a 12- 1 :; GLASS (000,1/2- TO TUSEP, W/ HV LOCK 6�4) or W/ HV LQCK F�'.r (IS AT EACH ANGLE. rfp /f O.C.FULL UENGHT. i (SEE CHEDULE i 014 SHEET 11) (D5 =z4 F Q1 1/2- 0 0 03 N HVB HVQ HVA -POURED CONCRETE OR ,—EXISTING CLASS CONCRETE-31LOCK WALL REQUq ED 0-@-0 A. F —GLASS SEPARATION EXISTING IN."EXIST114C To GAS,CENTERMATES (SEE SCHEDULE 05 -I -CLASS 055 LN/ HV LOCK 6 f LA NAL ON SHEET I I) 1 @-@-(9. @ (INTERIOR) MIN SEPARATION\ IOCLAII1 ✓ )3 - e. IESCHEDULE N= OPTIONAL ON SHEET 11) 1y (INTERIOR) —-—-—- —-—-—- OUT -Co"C ANCV LES ES (D o- K n3 F-6—uT� MAX -02 - t- (EXTERIOR) HVE HVF** H V D ttlfj/IirrA✓rarer EYP` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 EASTERN METAL SUPPLY,INC. 102017 TILTECO.INC. BERTHA HVT" Accordion Shutter System =��q=m�7 A,S,S.A /Im E KV. RADE #1 W1 OR W/O H.Y.WNDOW SLAM American Shutter Systems UV.H. OESCRIPTION DATE ORAIVI Sy. L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 0! 15-085 D7/27117 DATE: 07/27/17 4268 Westroods Drive 2 DRAWING No Fh... (305)871-1530 F..:(305)871-1531 —0;W--O0.LC— West Palm Beach, FL 33407 3 EB-0006712 -- 17-107 -•~^`,'/OIVA I-TkN,,,I" WALTER X 1.IUUT J.P.E. 4 I,, ,WW FLORMA Uz.7 4A167 S SHEET P.E. SF-AI'.1/SIGIqATURE/.DATE 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK a HV MALE FEMALE "T" LOCKS CENTERIVIATES a8 Tag & LOCKERS � W/ M HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION In HV BLADE eLADE7 0 sc W HD CENTERIVIATES E�Ef M-� IN N7 4 OETIL M I-AIED V4 S.EFT S. AS III AS-1111"ERSIL;LDIVIOU ELIDE ODE,..MCO-MVD.1 -I"ON NISTALLATMU ME SHEET.�Y OE USED ll.V4 ALTERI DETAIll SEE END WALL COtINECTION (D-0.6-6-9 MEETS 10 ja 00 (D-01@-@-0-@- V-2 @ (fim ')I—VI U3, 00111CMC -- 1 4Yj (^--TO:m) 1 0010.1/2, 1.�,S-I N (4)H.V. k 33 1t !+30 "T ... PINS T PiNs(rep.) 3 LOCK (INSIDE) 0. D5 r(D Tl I —A 4TI 3 1 11 n3l I I ,F 2 �-Cc, -V' ro-U 7T �33 35 Q�rr -1/4" 0-20 X 1 1/2" S.S.ws. 04 fonv-,L) SUE ROTE 6 FOR w""c"@ W/ 7/8"0 x 3/32" WINGNUT. OUT QB-HV8 HDC-HVC 'r'LOCK,ON SHEET *HV "T" LOCK (OUTSIDE)—/W SYMMETRI SYMMETRICAL HD CENTERMATES QAL�HD CENTERMATES W-.QL-L0CK NTIF"OR t HVQ* W/Q* LOCK (2024-T3 ALLOY)LAROE rLV.'Gf VfN 0-0-&(ZHEM9-Q- 70N-T3 IAMEW.PIRT A.0820. AS U94UF*ACTVRED By Dr. ClIERAY •@-0.@-0-9- TEx70RM PARSIPPENY,NEW JERSCf -0-0 -0-@ 0705,OR E(NAL. @ ( -Q SEE 4=5 1—� -'s(b M.s S.Ev$ D D— � W- PEu LET.L 'S HDD-HVD FLOATING STACK t§k A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTECO,INC. Q2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM 4 4 Accordion Shutter System A.S.S.A. KV. BLADE#1 W/CR W/O KV.WINDOW MADE -1-T NG & ENGINEERING COMPANY American Shutter Systems qEV.N. DESCRIPTOR OAT( DRAWN fff: L.r- ,yyTILLIT TEST[ .117 .55..W.361h,..r—305,—GINIA CIRDENS,FIO-3, 331SE Association, Inc I Ow 15-085 V127, DAM 07/27/17 Phant (305)871-15--C.Fox:(31)5)871-1531 4268 Westroods Drive 2 DRAWING No . .......... --;I:1171t.-O�dl.... West Polm Beach, FL. 33407 —3 PdAI + FS-000 71? 17-107 "'t LTER A,TlLU6T J'.P.E. 4 FLORM L;°•0 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE _OURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCR TE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED ............. CONCRETE BLOCK WALL BLOCK WALL REQUIRED REQUIREDAf EXISTING GLASS -EXISTING GLASS -_-r­. .� ­2" EXISTING CLASS CONCRETE ANCHOR' EXISTING GLASS 0 1 B*D.C. MN.SEPAR;1T.N —v...­-� < F 2"MIN:� TO GASS(SET: t W-1 SEPARATMI Tat,sEPARATTou 10AP -FET, NUT.S. A'AON. SCHEDULE ON S TO MASS(SEE SEE ON i�i70 MASS(SEE ED ED TO GLASS 11 FOR 9--viE 0 AND Sofz SHEET c0­iF SCHEDULE 014 SHEET " i 1-1 - EWS MI SHEET ON SHEET 19 FOR IT FOR Bi".0" II FOR BLADE Q AND ii FOR SLAVEL(1)AND (60163-T6)CONT. aim 111 (9 ON SHEET 19 FOR ALUM. CLOSER f 112- :ON SHEET 19 FOR (LOCATE AT rM*_1 I MADES Q&Q PIATE.(LOCATE 1/2"r B,.TES EITHER MIN� OF 0) AT EITHER SIDE I OF 0) 1 1 1 , ff-L 1 m1m _.)j 4.USEPI-OR 2'MAX. I ;' - T_ S.M.S. AS AP L'CABLE)x2"xI/8"xO'-2" -—-—-- (LO IT:AT 'I p SIDE /2"AT IN a 16'O.C. ALUMINUU CUP ANGLE '60 O.C. I (6063-T6 ALLOY) AT LIDHEGHI 0 16,O.0X\ (1)#10.1/2" S.M.S. 10ID& -JI/ (2)1/4*0 TAPCONS ANCHORS TO WALL AT I A- O.C. (LOCATE AT I SEE C,EIAIL X FO"-' OR i EITHER SIDE OF G) i(DOR 0 SIDE CONNECTION j.n TO TRACKS SEE DETAIL X FOR OR & SIDE CONNECTION I SEE DETAIL X 4 1 @ @ SIDE CONNECTION TO TRACKS /I @-@);@.@ a. TO TRACKS IS L (0-43t-0-0-0-0- 7 &(y)'@-&07 '@- @-@-@-0-0 -0.0 (9).@_@-0-0•(D-6.6 0-0-@-0-e I END CONNECTION DETAIL END CONNECTION DETAIL0 END CONNECTION DETAIL(1) END CONNECTION DETAIL @ A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING GLASSCONCRETE BLOCK MALL EXISTING 4 GLASS REQUIRED / ".- 0-1, 19A/2 WN SEPARATION # TO cLAS.(SEE 16-O:C' \\ > �Ifl'-- -— ­_ 1_0 To GLASS(SEE wN.sE6ARAr-oN OR OR SCHEDULE C"SHEET ---------- ---- ---- @)CRO I1 Fm Bvo-_AD AND CONCRETE 1/2-MIN. SCHEDULE ON SHEET ------- 'N SHEET 19 FOR ANCHOR 0— 'AL a I I FORK -L OA14D •• 0 OR@OR(90R(D X'ICRETE-_ eLADES Q&Q 12 O.C, f ON SHEET Is FOR olt([Q ANCHOR 0 Is- D.C. 1/2-MIN. 0OR®OR(DOR MIN. 2'TAH. EE LIMITATIONS OF USE FOR R@OR(qOR(5OR@ :W BLADE(DON SHEET 19 0 S 0 OR & PLAN DETAIL X (DOR @'\ ! — N- I L-POURED CONCRETE­ .1 END INSTALLATION CONCRETE BLOCK VIALL 10-@.(g). REQUIRED 1 HV BLADE OR A&HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILC5_ 02'eONNEC ION DETAIL @ FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone', ...... O2Ot7 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. �E, BERTHA HVT I-T RE-0 , Accordion Shutter System L AS,S,A. KV. RAM #1 W1 OR W/O H.V.WNDDW SLADE American Shutter Systems RM No DESCRIPTION DAM DRAIM W. TILLIT TESTING & ENGINEERING COMPANY 5355 41"MA,St.St..205,vr4v.0 CARDVIS,FL�. 3315! Association, Inc. I OLD 15-085 )7/27/17 DATE: 07/27/17 Ph- (i!0S)07­530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No ....... West Palm Beach, FL 33407 3 1 ONAL If 4 7-107 WALTER A.TLUI J,.P.E. f . FLORIDA Lt..f"167 5 SHEET I P.E. SFAL7"w9GNATURE/DATE 1 6 10 OF 20 _SCHEDULE #1 SCHEDULE 42 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR I-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*1+" LEGEND -0- M1^ (ft.). FOR INSTALLATIONS W/ SYMMEMIC& OR I-- (ft.) FOR OR _L-" (ft.) INSTALLATIONS CENTERMAIES. 0, & - _U­crr�_ INSTALLATIONS W/ W SYMMETRICAL CENTERMATES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN 141 ONE H.V. LOCK or CENTERMATE.2- & & ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK (9 IM/ NO LOCKING�RDD`S% a, ONE HV LOCK 93 or Q5 or 0 0 ' @ W/ NO LOCKING 1R)II/LN". LOCKING L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE ONE I RODS WALL A, B. C. D. E� M, N. o, P, O. A.S�D. DFSIG14 PRESSURE RATING. CENTERMAT3E 28@ 29 W/ RODS MOUNTING F. Y & L R, S, & V. 1E/ •'T" LOCK 30 W/TVIO LO(@NG (SEE NOTES t,tf) (VALID FOR MOUNTING 1@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM VISEE — SHEET 7) FLOOR/CEILING G. H, 1, 11, J T. U. W. & X V17ALL I.IOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: W-1. coNA[RcF�.Imod iNsT,-LLArtoNs 0 INCONCREIE S MOUNTING M GIVEN A POSITIVE A.S.U. DESIGN PRESSURE RATING, So. M14 S.D.KIM" &SID,OES10 STAI LATION PRESSURC WALL MOUNTING rLooP./CEILING AME "fiLL MOUIVII.O PRESM E DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. RAI- FLOOR/CEIU-G U.0,11ITIRG UOUNTING GIVEN A NEGATIVE A.S.0,DESIGN PRESSURE RATING. (..1 FLOOR/CCLINO MOUNTING FROM SCHEDULE. OR 77T- 7— OR I-OR FLOOR /ALL MOUHTNO 0 MAXIMUM SHUTTER SPAN "L+'OR "L-" FOR DETERMINE MAXIMUM SPAN "L — " vo 1 11) L L L I (ft) t-(ft) L 4 (4) L-(1-4 30 OR LESS 16'-0 10*-0' 15*-O' 16*-0" 30 16,-0* 16,-0* 30 161-0. IC-01 INSTALLATIONS INTO WOOD SIW.L BE UMITED TO FiNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psi.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 35 'LIM. .-Io. IV-2" IV-0, 35 14'-10" 14'-10" 35t5'-2'- IV-10" 4'-2- e 40`1� 1 3'-11 13'-1 14'-2' 15'-2' 40 IS-10, 13'-10" 40 1 (3) PROCEDURE TO OEIERMWE MAXIMUM SPAN FOR IS-4- 7_47-_3' —45 3-1. .-a. t liv COR14ER CENTERMATE 93 MAY BE COMBINATIONS IN BENJEE14 WALL MOUNTINGS 13,-1 45 13'-4 14 USED AT ALL FLOOR/CEILING NIOUNTINGS: 50 12'-5' 12'-5' 13'-7-— 5 12'-5"- 2'-5 —1 2;--!F- 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 5KALL BE AS INDICATED ON MANDATORY CONDITION J2 55 IV-1 IT Io' 12'-1" ti-11- 55 1 1 1,-I(r 55 lV-1- I FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE _L V-4" 11*-7' - —"-7 -77 - 60 NOTE#5. SHEET 5. RATING: 60 60 1 -7 E: I V-1 1* 65 t0'-to" to'--10" 65 V-5" IV-I- GETERMIN 65— To'- 4i! -— — __ -- Ll+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10*-6' 10'-9" _TT__5 70 10'-6' lo'-s" 70 8'-9' _�-4" L2+- MAX, SPAN FOR FLOOR/CEILING MOUNTING 75 I0`-1, 10'-I' to,-4- 11*-1" 75 lo'-)' 10'-1; 75 ttEXCEPT THAT awuum SHUTTER INSTALLATIONS. 80 W-10' 9,-Io, I&_O, 1W,_9" 80 9,-I0" 9'-Io" SPAN 'L+"OR -L-'AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'79 i0'-5" 5 9*-6, PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RAT III NG: BO -3. 9'-3, 9'-5" W-3, W-3o OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLCIV6: DETERMINE: t- CONNECTIONS TO KEYSTONE MOUNTING L- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, LIMITED TO +64.-72 O.S.(. AND 8'-0" SPAN, SEE L2- MAX. SPAN FOR FLOOR/CEILING MOUNTING I DoIOD 8'-4' MOUNTING)ON SHEET 7. INSTALLATIONS. 105 _8'-7- 7--11- W-9- 9*-4' 7' _7'-11" FINAL MAXIMUM ALL01WABLE SPA14 �S EQUAL 10 THE 110 1'-'- ! "0 _1_2 9*-2' $'-4' V-7- C-11- 115 W-2, V-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'0+', 'L2+. 'Ll-- AP40 115 8-2' ULE 126-- 8'-2'- 8'-79'_ —120 W-0- 6*-II*+_ (4) GO TO ANCHOR SCHEDULE 'NTH FINAL MAXIMUM 125 7-10- V-8- W-W 8,-5- 125 7'-10- 6*-B* ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN ............ ..........i—.30 77i_6�-Ir-'i� - 130 7--W— PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR ....... WIND ZONE MINIMUM SPACING. 135 135 7*-7' 6*-2' SEPARATION 0 7 140 r- 7- '-&- 5'-1 I* ASTM E-1996 145 7'-3' W-9, 7*-5' 7'-3' 145 TO GLASS 150 V-2' 5'-7' 7'-4- 7'-0" 150 7'w-2- 5'-7' 155 7- 5'-5- 7'-2- 6'-g' 155 7'-0' 5-5"- 1 THRIJ 3 160 6*-Il' W-2- 7,-1, V-7" 150 6'_-11' V-F 165 -w-_-jo­- i "-I. —V:7;F- 165 V-110, 5,-1, 170_ W-9* 4'-11- 6'-IV 6-2- 170 6--9- 175 6'-7" i 4'-9" 6'-9" 6'-6'_ 175 6'-7" 41-9. It-V 7-8 6-8 5 0 1 4) -6. 6. 185 6*-5' HV BLADE, 185 C-5, 4'-6- 6'-7- 4'-6' -Z=_-_r,7--6--T 5-6- 190 5- _V-4 195 -r - -3- 6'-5' S'-5'-5 19-5 200 6*-2' 200 205 4'-t'- S.-'s. 205 G'-1' 1 '10 FLORIDA BUILDING CODE(Non High� Velocity Hurricone Zone' .. 002017 EASTERN METAL SUPPLY,INC, . .... 02017 TILTECO.INC. BERTHA HVTM. Accordion Shutter System A.&S.A. KV. BLADE#1 W1 OR W10 RV. 1MND0W RADE -C, TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REv,N. OCSCRIPTION DATE DRAM EY:ULMV./L.G. 6356 Mw.36..Sl.,S",-05,ISIDIN.IARDVIS,PLOA0.331fif Association, Inc. I OLD IS-085 iff/p/i 7 ame: 07/27/17 (�05)871-15!0.F..:(305)871-1531 A268 Westroods Drive 2 DRAWING West Palm Beach, FL 33407 —$........ qa 17—lN67 WALTER A.TILUT 5'.p,E FLORIDA Li,.7.4167 5 SHEET P.E. SEZ/tVlW6,R,E/DATE: 6 11 OF 20 L4AxILIIM ANCHOR" SPACING (in) `;CHEDI e E FORA GIVENMAX, SHUT-TER SPAN, A.S.D. DESIGN NFfATi4� P SURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRANCHORS SPACING L G NO POURED CONCRETE sTE IJDa�ml�s A,B,c,D Ar+O ON SPE-0 s POURED CONCRETE CONCRETE BLOCK TAPCON OR A WALL HEADER MOUNTRIG (A)WALL HEADER MOUNTING D WALL SILLOUNTING D WALL SILL 1 OUNTING C k F WALL HEADER/SILL TAPCON WITH ADVANCED MAMMU L) WALL HEADER MOUNTING THREADFORM TECHNOLOGY W/ VJ/ 4 1YJ Wf 4 MOUNTING SPAN (ft) ASA.b_96N IITCMNE PREtiSHRE RAM AS.D,OESIGN NECAINE PRLSSURE FR7141 I 1 AS.tl. NEGAIK FrE.S571RC RAMIE IpY ASO.Ompl HEra1IVL vfii.Sl_.ac Rnm(G(pe,A&D.nc;6it KGAkTK pF6SAiE',RKNIC psr A&D.cant t�UMT wt04RE M101C Sp.. ALL POINT'S SOLID-SET 30 40 60i 75 90 120 t50 205 30 40 60 79 90 120 160 205 30 40 0 T5 90 120 560 205 30 40 60 75 90 120 I60 x205 30 40 60 75 90 120 160 205 30 40 60115 .T1 0 120 160 305 BLUE TAP 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 6 14 10 9 B 8 6 6 14 12 10 9 8 8 6 - Ia 12 10 0 8 B 6 5.5 B 8 8 8 8 8 7 5.5 3•-D" I4 t2 10 9 9 8 6 8 14 12 10 '0 6 9 6 8 14 17 10 9 8 8 6 8�14 12 10 9 B B 8 8- 14 12 10 9 8 8 6 8 8 8 e 8 8 8 6 TP.PPER+ DR t� i2 10 9 a 8 6 5 la 721-70 19 9'' 8 6 6 14 12 10 0 8 8 6 6 14 12 TO 9 8 8 6 3_ t4 12 10 9 8 8 6 t a a a 8 a 8 8 6.5 14 ,2 10 9 8 B 6 6 14 17 10 '9 8 8 6 6 f4 12 10 9 8 8- 6 6 14 12 10 9 8- B 6 - 14 12 10 9 a 8 B 6 B B 8 0 8 8 6 7 14 12 10 9 8 8 6 4 14 12 10 .9 8 H 6 a 14 12 TO 9 8 8 6 6 14 t2 10. 9_7 7 - 14 12 10 9 8 7 5:S - 8 6 8 8 8 7 55 4 4'-0- 14 17 10 9 8 8 5 4 14 12 10 '9 B 8 5 6 14 12 10 9 B 8 6 6 14 12 10 9 B 8 S.5 V 14 17 10 9 8 8 8 8 B a 0 8 B a B a 14 12 101 9 0 B 4.5 - 1{ 12 10 ,9 8�8 6 4 54 12 10 9 8 0 6 6 )a t2 10 9 B e - la 17 10 9 8 8 6 8 @ 8 a 8 8 6.5 S i4 12 10 9 8 8 6 4 14 12 10 s 6 8 6 6 74 i2 t0 9 8 8 6 6 14 12 t0 9 8 8 14 12 t0 9 8 a 8 - 6 8 a 8 8 8 7 55 14 12 10 9 6 B 4.5 14 72 10 9 9 8 6 35 14 12 10 9 8 8 6 6 t+ 12 10 9 7.5 - - - 14 12 10 9 7.5 5.5 - - 6 B 8 8 7.5 5.5 4 J * SEE ANCHOR rJ'-0 14 12 10 9 a 8 45 - 14 12 10 8 0 8 6 33 I< 12 10 9 8 8 9 6 ti t2 10 9 8 7 - -- 14 t2 f0 9 8 8 6 = 8 8 9 8 8 E E 8 Cp£CIFICATIONS 14 12 10 9 8 5.5 - - 14 12 t0 9 8 B 4.5 - 14 12 10 9 B 8 6 S I4 12 t0 948 3 14 12 10 9 8 7 B a e E B 7 5 4 11 12 10 9 e B 1 - 14 12 10 4 8 8 6 3.S 14 t2 f0 9 B 6 fi 6 14 12 FO 9 8 - t4 12 10 4 8 75 8 8{T.5 S.S < ON SHEET t3 ,i t2 10 9 8 5.5 3 14 12 10 9 6 8 4.5 - 14 12 10 9 8 8 6 6 14 12 9.5 73 4 - 14 12 9.5 7.5 6.5 3S - - a 8 8 7.5 6.5 4.5 3.5 - 6.-0- 14 12 IO B 8 5.5 - 14 12 10 9 B 8 45 - 14 12 20 9 8 a 6 6 14 12 10 9 B 4 - 1- 14 12 10 9 8 8 4 B 8 8 B B 8 a 7.5 14 12 70 9 8 3 - 14 12 to 9 a 8 14* 72 70 9 8 8 9.5 3.5 14 t2 50 9 4.5 ti t2 10 9 L5- 4 8 8 a 8 7.5 SS a ] 14 12 10 9 8 5 14 12 10 9 8 6 4 14 12 10 9 B 8 6 5.5 14 12 10 9 S 14 12� 10 9 114.5 - 8 B B 8 8 6 4.5 - t{ 17, f0 9 8 4 - 14 12 10 9 8 6.5 3 14 12 10 9 8 8 6 - t4 12 8 4.5 - - t4 22 9 6.5 S.S - - 8 B a 65 S.5 a 3 7,-0, i4 12 X10 9 8 - - 14 12 10 4 6 6.5 3 - 14 12 10 9 H 8 6 - 1{ IZ 10 9 6 - - 14 12 f0 9 B 7 - - 9 B B 6 B a 7.5 5 4 14 12 l0 9 4.S - - r t4 17 10 9 8 4 - - 14 12 10 9 B )" '4 - to 12 10 5.3 - - - - 14 12 10 8 B.5 - - - B a a 9 6.5 5 3.5 - 74 52 70 9' 7.5 75 - 14 12 10 9 8 6 14 t0 9 8 8 8 i4 72 19 6 - T to 12� 10 8.5 7- - 8 8 8 8 7 5 4 - 14 12 t0 9 5,5 3 - 14 tt 10 4 8 4.5 - - t4 t 10- 9 8 B - - t4 It 7 - - - 1a 11 7 5.5 YS - a 8 7 S.5 4.5 3.5 - - --�- B,-D. s 12 to 9 5.5 - - 14 Q i0 9 8 15 - _ 1< 12 t0 9 a a - 14 12 10 7 4 - - U4 17 to 9 8 3- - = 8 B 8 8 9 7.5 J 4 ♦SEE LIMITATIaN<-OF USE FOR a 12 16 fS.B 3 - - - 14 i2 10 s 8 - - 14 i t0 9 a 5.5 - 14 1i 8.5 3 u t2 8.5 7 a e a e ) 5.5 + ! BLADE(1 A)UN SHEET 19 14 12 10 19 5 -- Id" 12 10 9 0 4 14 10 9 8 a� - 1aI2 9.5 - t- - --�- 11 12 9.5 7S'a.5 - - e 8 0 7.5 6 +,5 - ti i4 i2 10 6.5 45 14 12 10 9 7.5 - 14 12 t0 9 8 13 9.5 4 13 9.`s S.S.S - - - 8 8 6.5 5 4 3 - - 9,-0- 14 12 10 6.5 4 - - -I4 72 10 9 7.5 - 14 10 9 8 - - 14 12 10 5 - - - la f2 10 9 5.! - - - 8 a 8 8 B f4 12 8.5 4 14 12 10 9 R5 - - 14 12 to 9 7.5 - 14 11.5 4.5 - - 14 115 7S 6 - - 8 8 7.5 6 5 4 14 12 10 1 6 4 14 12 10 0 7 14 12 10 9 8 t 12 5 - -T 14 12 a 6.5 - - - - 8 8 8 6.5 5.5 4 14 12 9.5 5 3.5 - 14 12 10 9 5.5 - 14 12 10 9 B - I LS 8.5 - - {- I.5 B.5 5.5 - - 8 8 55 4.5 3S - 10'-0- 14 12 ILS 5 3.5 - - - 1< 12 10 9 5.5 - - 14 12 10 9 8 - - - t4 12 7 - - - - - 14 12 10 7.5 5 - - - 8 8 6 8 8 J.5 4.5- 14 12 5.5 3 14 12 10 6 3 ,a 12 10 9 6 14 10.5 3 - 1- 14 10.5 7 3.5 - - - 8 8 7 5.5 /S 3.5 - 19 t2 9 145 3 _ - - IS 12 10 9 5 - - Ii 12 t0 9 8 14 tt - 1- i4 i2 T.5 - - - - 8 8 7,5 6 5 - - 14 12 7 i - - - 14 12 10 - - - - - 14 12 t0 - - - - - 0.5 8 - - 0.3 8 5 - - - - 8 a s 4 3.5 - 14 t2 7 1.^.. - - - '- 14 12 10 - - - - - 14 12 10 - - - - 14 12 5 - - - la 12 t0 -" - - - - 8 8 8 8 8 7 �S- tt'-0"(4 /2 4 it 12 10 - 14 12 /0 - - t2.5 9.5 - - 12.5 9.5 6 - - - - 8 8 65 4 3 - 14 12 6.5 - - - - I4 12 10 - - - 14 12 10 - - - - 13.5 10 - - - - 14 10 7 - - - a 8 7 5.5 4.5 - 14 12 5.5 - - - 14 12 ID - - - - 14 12 10 - - - - 9.5 7 - - - - 9.5 7 3.5 - - - 8 7 415 1.5 3 - - 12'-D" 11 12 5.5 - - 14 f2 10 _ - - 14 12 10 - - - 11 17 4_ - - - -- I4 12 10 - - 8 8 B 9 B 6 !- - 14 12 3 - - - - t4 12 6 - - - -- t4 12 10 - - - It's 6.5 - - - - 11.9&5 4 - - - 8 8 5.5 4,5 4 14- 12 5 - - - - - i4 72 10 - - - - F4 72 10 - - - - - t2.5 .5 - - - - - 13.5 9.5 4.5 - - - - 8 8 6 5 4 - - l _ 14 12 - = -. _ &4 t2 _ - _ _ _ _.....14 12 _ _ _ _- - to 62 - _ _ _ _ _ 8 8 8 B a <`5 �" H is-o' 4 - _ -,i �� _ __ _ ...- - - - - = - - - - �_) HV WINDOW HVBLADE -..__ - - -. 1412 - - 1-0.59.5 - 0.58 - 8BS 43.5-- W/ 14 12 - - - - - to 12 '^ - - - - fA' 12 - - - - - - 11s"6 - - - - - t,s e.5 - - - - - a 6 5.5 4.5 - - _-- 14 12 - 1 14 12 - - is 12 - - - - - 8 3 - - - - 6 6 - - - - - a 6 4 3 - - - WORKING Ii N UNISON 14'-0' 14" 12 - - -._�- 14 12 - - - - 14 i2 - - - - - - 14 9 - - - - 14 12 - - - - a 74 7 "- - - - - - 14 12 - --�� -'- - - �' 1{ 12 - - - - - 10 4 - - - - - TO .5 - - - - - 8 7.5 5 a 14 11.5 li 12 - 14 12 -10.5 4 ^-Io.S a - - B B 5 i - - - L - - - - - - 14 - - - - 14 - - - 7.5 - - - _{.= 7.5 - - - - - - 73 55 ti 14 - - - - I- 14 - - - - 14 '= - - - - a e a 7 7 3.5 - - 14 li 11 9 - 9 i - - - 8 7 4,5 - 14 - - - - - 14 - - - - - li - - - - 10 - - - - - 10 - - - - - @ 75 s 4 - - 11 - -I _ - - - la _ - _ _ - 1{ - - _ _ _ _ _ 7 _ _ _ _ __ _ 7 - _ _ _ 7 53 L-0- t4 - :::W - - - - to Tj - - - - - sa - - - - - - - S a a 7.5 6 3 - _ it - - I- - - - Ia - - Ia a 8 6s 4 35 - ,4 14 - -- 14 5 - - - - t-�- 4.5.- - - - - - 8 7 4.s - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ti1. t Gtit 02017 TILTECC.INC. 002017 EASTERN METAL SUPPLY, INC. ,14 „•, f� a BERTHA HVTM _ iL. E C O INS. A,�Sll, ■S■A■ Accordion Shutter System. Hu EdADEt w/ H.V.Yd R w/o H. NDGw 81017E American Shutter Systems Ev.Ne DESCRIPTION DATE DRAMW Dr. t,0. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7J27Jt OAFS: 07/27,117 837't N,vf.}6tn.61..Ste.345,ia96i6u SW00S.G1ai10.4 33t8 Pone:(305)871-1530,F..:(305)071-1531 4268 Westroads Drive h 2 DRAWING No f'y, .• 4. 157 --R:ac...0-1- West Palm Beach, FL 33407 _ f�NAL E �'�17'`1T WALTER A-U11Jr.P.E. 5 SH ET �� rLopADA uc.F 44167 P.E. SE i/-31GNdAT(7REJ DATE 6 1 12 OF 20 MAXIMUM ANCHOR" SPACING (LOA) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.Q.DESIGN NEGATIVE PRESSURE RATING AND ACORRES,DONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSIMATIONS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRL1r/CCNCRETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE;(Mo.f`c-3 ksi) MAXIMUM QE WALL SILL MOUNTING ©CEILING MOUNTING HQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILDEX. (Min. f`c 3 w) SPAN ANCHORS SPACING LEGEND 1/4`0 It 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.FC 3 1a;) (Tt} AL oCSON aEGttr;,c P�2CSwR[,RAittC ast,„S0.DFSxat 6ErUNE PRESSURE IURCG(vtt)•SD.U'�Gtt I¢EpAiM PRF_55U!tE tu7wG(o?I 1/4'P BLUE TAP CONCRETE ANCHORS W/CAP tS LtANUFACTURED BY FLORIDA FASTENER$DIRECT,INC.(Mtn. rc = 2 ksi) .-.. -_ ..._ ......_.......-._ .....__' " TAPCON OR 30 0 fi0 75 90 120 160 205 30 40 60-T-iii-T;9020 I60 205 30 40, 60 75190 120 160 205 iAPCOY.V8tli ADVANCED - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED 6Y POWERS FASTENCAS,INC.,AND DISTRIBUTED 9Y ALL POINTS SCREW,BOLT&$PEGW.TY 14 -1 tO 9 8 e b 5.5 to t2 1O s_ 8 8 6 6 11 t2 to 9 6 8 6 s THREADFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOR7EO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3`-0' 14 12 10 9 8 8 6 6 l4 12 10 9 8- 8 6 6 la 12 f0 9 B 8 6 fi (MIn.FC = 3 k51) OR LESS 14 12 10 9 a 8 6 6 f1 12 10 9 a E 6 b 14 12 10 9 a 8 6 5 ALL POINTS$CUD-SET 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 .9 B 8 6 6 BLUE TAP VA/CAP NOTES: 14 12 10 9 8 7 5.5 J,5 14 12 10 8 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER.- AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCONS I TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPERS ANCHORS IS 13f4',AND FOR BLUE TAR Wf CAP ANCHORS IS 1 tj2`, 4`-0' 14 12 10 9 8 8 8 6 14 12 10 9 a 8 6 6 t4 t2 10 9 8 6 6 5.5 14 12 10`9" 8 a 6 4 14 12 t0 9 8 B 6 4.5 14 12 10 9 8 6 4 3.S A.2)MINIMUM EMBEDMENT OF 1/4'0 X 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE,NO EMBEDMENT 4 i2 10 9 a 8 8 4,5 14 12 10. 9 e 8 6 55 14 t2 10 9 8 8 6 4,5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2`LONG MINIMUM SHOULD STUCCO 14 12 ID B 7.5 5.5 3.5 - 14 12 10� 9 8 8 6 5 14 12 10 9 8 7 55 4 4 SCE uurtArroNS GF VSE roF EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO, R 12 to 9 a a 6 6 14 12 70.1 8 9 6 55 to 12 10 9 8 a 6 4.S BLADE T10H 6113Ci 19 5-0' 14 12 10 9 B 7 4 - 14 12 101 9 e 6:5 5 3.5 14 t2 ID 6 6.S 5 J5 3 �-• A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, T4 12 10 9 8 7.5 7.5 - H 12 10 9» 8 8 W 6 1S ti 12 10 9 8 6 <.5 .75 ANCHORS SHALL eE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 94 _7.5 65 4,5 - 14 12 10 9 8 75 5.514 1+ 12 10 9 B 6 4.5 3.5 NOTES A.1)&A.2)ABOVE.FOR INSTALLATIONS ON WNIt SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 6 - 14 12. 10 9 8 A 6 5 14 12 t0 9 8 6.8 5 J.5 INSTALLATION INTO UPS WITH METAL STUDS SEE SHEET 20. it 12 Sp 9 7.5 5.5 3 i4' 12 10'8,5 7 5.5 4 3 14 /2 8 6.5 SS 4 3 14 10 9 8 6 - -- 14 12 10, 9 8 6.5 5 3.75 11 IZ IO 8.5 8 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-94) 14 8 6.5 8 3 - 14 12 10 9 6 6.S IS JS t4 12 10 . 7 5 34 3 - 1/d-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 10 9 'a 8 - - 14 12 10 4 8 7 S 1 11 12 10 9 7.5 5,5 4 3 - 1/4'0> 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. - -1 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 11 12 10 8 6.5 4 - 14 12 9;75 6 4S 3.5 - 4 10.5 7 5.3 i.5 ].5 - - AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 10 8.5 7 4 - - ti t2-T-' 9.7.5 5.5 4 - i. i2 4 T 7,5 ?,S - - - 1/4-0 TAPPER-,ANCHORS AS MANUFACTURED BY POWER$FASTENERS,INC„ 14 11 5.5 7 - R t2 101 9 7.3 5.5 4 - 1a 12 9 7 6 4.5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC, 8`-0" 14 10 98 6.5 - 14 72 i0' 9 B 6 4 - 14 12 10 8 6,5 5 3.5 - - NOTES: i4 12 11.5 7 S.5 3 - - 14 12 8;6.5 5.5 4 3 - 2.5 9.5 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP TY/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 9.5 7.5 6 - - 14 12 95 B 6.5 5 12 8 6 6.5 1 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1", t3.9 6.5 5 1.5 ^ la 12 l0 & 6.5 5 14 12 9.-O 14 2� 10 9 8 - - - u 12 to 9 7.5 4,5 - - 14 12 65 7 5.5 1 _ - B.2)MINIMUM EMBEDMENT OF 1/4"o.3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBECOED INTO THE CONCRETE BLOCK.NO W-11.5 7.5„ 6 4 -"" - "-14 11 7 5.5 5 ].5 - 11 8�SS 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`9-20 S.S.MACHINE SCREW!USED SHALL BE i ij{LONG MINIMUM SHOULD STUCCO t4 12 5 6.5 4,5 - - 14 12 8.5 7 5.5 a - 14 10,5 7 S.5 6 4,5 - EXIST,AND 1'MINIMUM FOR WALLS VBTH NO STUCCO. 115 8.5 5.5_4 14 12 9 7 6 4,5 14 It 7 5.5 4.5 3.5 - - t4 12 10 9 7.5 - - - 14 12"' 10 a 6,5 5 - t4 T2 8 8 5 4 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS GR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, TO-0' 11 10.5 7 5 3.5 - - IJ 9.5 6.5 5 4 J 10 7.S 5 4 3 _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE SAID WALL FINISHES.ANCHORAGE SHALL, BE AS INDICATED ON 14 it 75 5,5 - - 14 11:5 9 a 5 4 112.5-9.5 6 5 »4 4 40T£S B,1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 10:5 8 $ 14 12 8 b.5 5.5 1 13 10 8.5 S 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11 17� 14 12 9 7 6 4.S - 14 TO.S-..7 5.5 4.5 3.5 IT -0'112-5 9.5^5 - "-- 12. 9 6 4.5 + 3 _ R 7 4S 3 s 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t1 10 `7 - - - - 14 f0.$ ] $.5 4,$ - - f1.5 6.5 SS 4.5 .75 - - 9.5 ) 45 - - to 11.6 7.5 6 5 - - - t2 9 6 4.5 4 _ - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 f0 - - - 14 12 8 6.5 5.5 - - " 13 10 63 5 4 - _ E 1)S.,E_QJ$TANC,,�.Vj'ft5U5 SPACING cCHEDULE FOR ANCHORS: 11.5 8.3 4.5 I1_ 8 5.5 4 3.5 _ L e / 3 _ _ TAAXOAUM ANCttoR SPACINGS ARE VALID FOR EDGE DISTANCES 111DICATEO BELOW.FOR E.M LESS THAN Trif R rCATEO.REDUCE ANCHOR SPACING 13.5 9.5 6 - - - - 13 9.5 6.5 S 4 - t8.5 8 5 4 - - - - BY MULTIPLYING SP NG SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.6 - - - - - - 14 10.5 7 6.5 4.5 - - - 11 8.5 55145 35 - - REDUCED$PACING OBTAINED USING FACTOR SHALL NOT BE LESS THAT MINIMUM SPACING INDICATED FOR EACil ANCHOR TYPE. 13'-0' 14 t2 _ _ _ _ _ 14 n.5 7.5 6 S - 12 9 5 4.5 1 - - - TACTOR _}- - - 10 7S 5 4 3 - - - 7.5 5.5 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5 6•S - - - - - 12 9 6 4.5 4 - - - 9,5 7 s 4 - - - EDGE TAPCON THREADFORM TECHNOLOGY �"POINT SOUD SET BLUE TAP W/CAP MIN.SPACING 8 6 - - - - - 13 9s 6.5 5 - - - - 10.5 7.5 5 '4 - - ' V LODE OR DICTANCE f1 12 - - - - - 11 10.5 7 55 - - - - 11 8.5 5.5 4,5 - E.D. MIN.SPACING=3' MIN.SPACING -3` MIN.SPACING-3 1/2' MIN.SPACING a 3' 3 3/4' 4' 14`^0' 10 7.5 - _ _ _ _ _ 9 7 1.5'JS _ _ _ 7- 5 35 S _ _ _ HV BLADE POURED CONCRETE& gXpFg OXu3TC W40M BLOC{ POURED CONCRETE& POURED CONCRETE&POURED am IIS a - - - - 11 8 5.5 4.5 - - - - 9 6.5 45 - - - - 1 HV WINDOW CO ILO.+TE BS'CK LM EO.J 1/2" MN E0..2 1/2' C10LNCED.•}RETE BI BLOCK �MtL CO NCRETE BJ'LOCK MN ED 1/2'MN E0.•21/2' 7.6 - - - - - - 12 9 6 - - - - - 4.5 7 45 - - - - rye ♦ �y 14 - - - - 13.5 10 b.5 - - - - 10.5 a 5 - - - - - BLADE Wo 3' ,_0 0.90 i.O 0,78 1,0 0.84 1.0 e•5 6.5 4 _ _ _ - 6•5 5 J IN UNISON ♦ -- _ to - - Los a 5 - as 6 a 2' - 0.71 ••• - - 0.51 ._ 11.5 8.5 5.5 - _ _ _ 9 6.5 4-5 _ - _ _ _ 1 3/4' - 0.91 - - - 0.43 - 14 - - - - - - 12.5 9.S 6 }- - - - 10 7,5 5 i fi'-U _ - - -- - 6 4.S 3` .. _ "i 1/2- .___....0.35 _ _ _ 0.35 - 8 _ _ _ s 6 4 _ _ 9.5 - - - - - 9.S 7 s �- - - - - e 6 - - - FLORIDA BUILDING CODE(Nan High Velocity HurriCone Zone 1lt11 \�...••,"r�<//- 02017 TILIECO,RNC. @ 2017 EASTERN METAL SUPPLY,INC. `.c v- _ _ _ BERTHA HVTM A �,$.S',Q.IL ECO Accordion Shutter System N� H.V. BLADE X11 W/OR W/0 H.V.WINDOW BLADE 1 ,}}�� Amertcon Shutter Systems .0 GI'r 4r, TILLIT TESTING & ENGINEERING COMPANY Y EV.HA DESCRIPTIORI GATE 0PF1I1 BY.' I.C. ,:• "t : 6355 N.w.:h9*.sL.s:a 3p5.wRG'.!{`a tJ.ttaOCS.TY.cT7ipA 3s,b Association, Inc. I CLD 15-085 Tfz?ti OA;E: 07/27/17 A 0 i Phone:(305)871-;630.Fm:(305)971-1531 4268 Westroad$ Drive 2 DRAWING No �S'IdiA•;: 4 111, 4 m es UlocosC�a eoM. West Polm BsOch, ft, 33407 3 17-107 ••••'•-4,�G�� ltlt WALTER 4,RLUr ir.PX. 5'4 FLORIDA U..B 4.167 5 SHEET t/ P.E. SEAL 97t£#E DATE 16 13 OF 20 MMIMUM ANCHOR* SPACING (in.) SCHEDULE P FOR A GIVEN MAY SHUTTER SPAN A.0 n DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING, MOUNTING TYPE FOR CONCRErE OR CONCRETE 13LOCK INSTALLATIONS (SEE UOUNTINGS 1,J,K&L ON SHEET 7) POURED CONCRETE ^ POIIRED CON CRETE BLOCK ANCHORS SPACING LEGEND 1 WALK OVER& It TRENCH QJ RNNGUARD MOUNTING (E)WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING _.__..�1,10.UGTTlN.G O ..... .,..._,.._-........_..��..T_... ......__..__ -._-._._-..._...�_._..e..- TAPCON OR Asa DMION NPIAt5Y P#.E99&iW4tY1(P�A5.0.EMi hECW E PRMiW-,SATING(M ASD,MCN prrAtNE vaEs:UfiE luT9ic(w AS,a.DESA+REGAINS 6iC,ssM RA1114(p,J TAPCON WITH ADVANCED JO 40 60 75 SO 120 160 205 30 40 6a 75 9O 120 160 203 JO 40 60 75 90 120 160 20.5 30 4O 60 75 40 720 160 205 THREADFORM TECHNOLOGY _11=2 12 10 9 0 $ 6 6 12 i 12 12 12 ix 15 8.5 6.5 7 7 7 7 7 7 7 5.5 5 5 s 5 s 5 s 5 ALL POINTS SOLID-SET 3.-0 12 t0 9 B 8 6 B 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 BLUE TAP OR LESS12 t0 9 $ 8 6 6 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 $,5 5 5 5 5- 5 5 5 4 12 10 9 0 8 6 6 17 12 12 t2 11 ID 7.5 8 7 7 7 7 7 7 7 ] 5 S 5 5 5 5 5 5 TAPPER+ t2 70 4 $ 8 8 fi 12 12 12 t2 t.5 8.5 QS 5 7 7 7 7 T 7 55 4 5 5 5 S 5 5 5 4 12 to 9 8 8 6 6 12 12 12 12 12 95 ] 3.5 L_ 7 7 7 7 7 7 7 S 5 S 5 5 S 5 S '12 to a 5 B 6 8 12 11�tZ 9.5 $ 6 a.5 J,5 7 7 7 7 7 7 6.5 S 5 5 5 5. 5 S 5 & 12 10 9- 8 8 6 6 12 12 i2 i2 iO J.5 S.5 4 7 7 7 7 7 7 7 5.5 5 3 5 S 5 5 5 5 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 '7 5.5 4 3 5 5 5 5 5 5 4 3 5`-O• 12 iD 9 8'"6 6 6 12 t2 t2 "12 10 7,5 5.5 4 7 7J TT 7 7 J 5 5 5 S 5 5 5 S 12 10 9 8 8 B 6 12 12 9.5 7.5 $ �5 3.5 - 7 7 7 7 7 7 5 3,5 5 5 5 5 5 3 5 .4 12 10 9 8 8 6 4 12 12 12 9.5 8 6 4.5 - 7 7 7 7' 7 7 5.5 + 5 s Y 5 5 5 '5 4 SEE ATdCHOR t2 30 9 $ 8 6 .6 12 i2 i.5 9 7.5 5.5 4 3 7 7 7 7 7 4S 3.5 - 5 s 5 5 5 4,5 3.5 - SPECIFICATIONS 6' , t2 10 9 8 0 4 6 12 12 12 10 a 6 4.5 35 7 7 7 7 7 77 7 5 5 5 5 5 5 5 S ON SHEET 1.5'12 TD 9 8 8 6 .6 12 12 8 6 5 4 J 7 7 7 7 7 5.5 4 5 5 5 5 5 512 109 0 8 6 6 12 17 10 8 65 5 .75 - J 7 7 774.55 S 5 5 5 4,5 - 12 10 9 8 8 6 6 12 12 10 0 6.5 5 3,5 - 7 7 7 BS 5.5 4 - - 5 5 54 3 7•-0- tZ iD 9 8 8 6 4 72 t2 12 8.5 7 5 3 T 7 7 7 7 7 7 6 S 5 S 5' 5S 5 5 12 10 9 8 8 6 6 12 10 6.5 5 4.S 3 - 7 7 7 7 6.5 5 ] S 5 S 5 5 S 3.5 3 12 to 8 88 $ 14 12 12 8.5 7 5.5 4 7 7 7 7 7 5 5 55 5 5 S 40 VALID ONLY FOR UP TO +70, -75 12 10 B 8 8 6 - 12 12 6.5 7 5.5 4 3 - 7 7 7 5:5 4.9 3 5 5 5 5 4.5 J.5 - - PSF A.S.D DESIGN PRESSURE 12 - 9 8 8 6 1- 12 12 10.5 75 6-aS 3.5 7 7 7 7 7 7 7 4 65 s_ 5 s s s 5' RATING & FOR SPANS PER 14 12 10 4 8 8 6 12 9 6 4.5 4 3 - 7 7 7 7 5.5 4 - - 5 5 .5 5 -r 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 6 8 6 12 11 7.5 6 5 11.75 - 7 7 7 75 6 4.5 - 5 5 5 5 5 4.5 - 14 12 1.10 9 8 0 - 12 1 t.5 7.5 6 5 3.5 - 7 J CS 5 4 5 5 5 5 4 3 9,-0, 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 7 7 7 7 7 7 6 3 5 5 5 S 5 5 5 S 14 12 10 9 6 e 0.5 8 5 4 3.5 - 7 7 7 6 S 3.5 - 5 5 5 5 5 4 14 12 t0 8 8 8 - 12 10 6.5 5 4.5 7 7 7 8.5 5.5 - 5 5 5 5 5 14 12 10 9 8 8 - 12 0.3 7 5.5 4.5 3.5 -_ _ 7 7 5.5 4.5 3.5 - 5 5 5 4.5 ,t.5 - 10`^0-t♦ t2 10 9 8 8 - - 12 it'$5 6 5 35 7 7 7 7 7 7 4.5 - 5 5 S_A. S 5 5 t.5 14 12 10 9 8 8 - 9.5 7 4.5 3.5. J T 7 7 5.5 4.g - -'-' S 5 5 8 4.5 3.5 14 12 10 9 8 0 12 4 6 S 4 7 7 7 6 5 5 5 5 <,5 5 14 12 t0 9 8 8 12 0.5 6 9 4 3 _ 7 7 S 4 3 5 5 5 4 3.5 - 11 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3,5 5 5 5 5., 5 5 5 4 f4 /2 10 9 8 'B 65 i 3.S 3 - - 7 7 6_ 5 4 ^ - 5 5 5 5 4 3 - /��'''�� 14 12 t0 9 8 8 - - % a 5.9 4 _ _ - - 7 ] . g5 4.5 _ _ _ 5 5 5 . 4S - - _ \•/ H Y BLADE ONLY 14 12 f0 4 8 1,3 IQs 5,3 4,5 JS - T 7 4,5 d5 - 5 5 45 3.5 3 12,-D•14 12 10 S 8 - - t2 9.5 85 5 • 3 - 7 7 7 ] 7 6 3 _ 5 S 5 5 5 S A.5 35 I4 12 TO 9 8 8 6'4 J 7 7 5.5 4S 3.5 - 5 5 S.4.5 4 3 14 12 10 9 8 - 10 7.5 5 4 7 7 6 S 5 5 5 S 4 14 12 10 9 $ 0.5 6 5 4 3.5 - 7 6.5 4.5 3.5 - S S 4S 3.5 3 19 12 t0 9 8 - - - 15 8.5 B 4.5 i5 3 - 7 _7 J ] 7 4.5 - - 5 5 S 5 -g S 4.5 5.5 i4�t2 w 9 8 715.5 3.5 S 7 7' S 4 3 5 5 5. 4 3 14 11 10 9 8 9 7 4.5 1.75 - - - M 7 7 SIS 4,5 - 5 5 5 4,5 4 14 12 10 9 - 10 7.5 5 4 3 7 6 4 3j- 5 5 4 J 14-0"14 12 10 9 - - - - OS 8 5.5 1 3.5 - - 7 7 7 ] ] 5 5 5 5 5 4 7 14 12 10 9 - - S J 7 7 53.S 'S4 72 t0 9 _ - - - 8.56.54 - _ - - 7 7 5 45 5 414 12 10 - _ - - 9 7 4.5 1, 3 7 9.5 35 - - 5 3,5i7.55 7 7 75S12 10 - 64.5 ] 7 7 4S ] 5 4.5 3514 12 10 - - - 86 4 754 12 17 5.5 3,5 - 5 14 12 10 - - - 9.5 7 4.53.5 3 - 7 7 ) 7 6 5 5i4 I2 t6 - - - - 6 14.5 S - - - - - 7 6.5 4 - - 514 12 to 7.s "s ' s 4.5 - - - - - FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone' 411 1YV`.-.. 02017 TILTECO.INC, X2017 EASTERN METAL SUpplr,INC. a it s V- BERTHA HVTIr ECO � A S A Accordion Shutter System +�` v IHC. ■ ■ ■ r H.V. BLADE#1 W/OR W/O H.V. WiNDON BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y EV.N D[SC9IPTION 041E ORA:v;1 Br: Lc. 7d7 Assoclatlon, Inc. 7 OLD 75-085 7/27/1 DUE 07/27!17 6355 Hw.abin a.st Jos,tte6:A CAROMS.naaa4 3316 4263 Westrocds Drive 2 Phone:(305)871-1530,ro.:(am)671-1531 DRAWING NO f ,. 4,A °_m Ia 6ue°eewo:.°a:, West Palm Beoch, FL 33407 3 .. 4.11.{r/"'1•..p.....• � ti °EB-0006719 17-107 IVpIP4L�A� ,11A WRITER A.BLLR P.E. 4 rM ELORIOA Go.I)44167 s SHEET P.E.YSCAE;B04ATURE/DATE 4 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX,SHUTTER SPAN. blEGAINE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS 071 SHEETS 16& 17), IEE�; l___1 B S T FR A T E SOU HERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHER14 PINE No. 2 W1 MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 W/MIN.G=0.55, FlR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 Wj MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIND 0.50 iJJ Wj MIN. G=0.43 W MIN. G=0.36 vrxlNUv SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGSEFLOOR G MOUNT T M, N. O & R FLOOR MOUNTINGS tA, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R tdOUNTINGS WALL MOUNTINGS B.O. WALL. MOUNTINGS 8.0,WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & 0 S &V S &V S &V .ttv,A r+urx ra�7E rulfi 6 1r.os2l mums tLSSPE FARE 4g1 �n Nort rtT1V3E FxTG�1 3a tts2+MG4MRTS9,FE aRG(wj 1x2 IB:kTq mAE FxTG�1 :A::x RORPtaus;(,-q «saRuuv Rtsa3s Ermc(eA .LarA rE�Ant tRs9P;eAv tNl s IE:dIRt2P.s IgL3ggEMRr,tpl ASA1�1 Nrrm<.cN um:(P!i30 40 60 75 90 OS 30 40 60 75 90 05 30 dQ 60 75 9tl 05 30 40 6O 75 I90 05 30 I40 60 75 EO OS60 75 50 105 30 a0 60175 9Q OS 30 40 60 75 90 705 JO 40 60 75 90 II05 30 +0 60 75 90 05 '- OR LESS 12 10 10 9 866 6 6 6 6 12 10 10 9 8 8 E 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 5 4 a 4 3 12 I12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 i0 30 S R 8....6 £ b 6 6 6 i? 10 t0 9 8 '8 5 6 6 6 b 6 12 k0 IO 9 8 8 6 6 6 6 6 5 a d < 3 12 72 72 12 12 72 72 72 12 12 12 12 12 12 12 12 12 12 5•_Q' 12 70 10 9 S 8 6- 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6_j 5 i2 10 JL.L 8 7 6 6 6 E 5 5 6 5 a 4 a 3 12 12 12 12 1"<_12 12 12 12 12 12 12 12 T2-i-212 12 ,04 12 10 70 4 8 5.5 6 6 6 6 5S Z5 t2 70 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 12 t0 8.5 12 10 10 9 6.5 4 6 6 6 .5 a.5 4 12 10 10 9 5 3 6 6 6 5 a 3,5 12 10 10 7 3.5 6 6 6 5 4 3.5 6 5 4 a 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7,5 -2 70 10 7,5 A.5 3 6 6 6 5 a 3.5 12 10 10 6 3.5_- 6 6 5 .513.5 3 k2 k0 10 ? 6 6 5 5 3S 3 5 5 a - _ 72 72 72 t2 12 t2 i2 72 k2 72 it j9.5 k2 i2 t.5 9 7.5 6.5 V-0, 2 tU 10 5 3.5 - 6' 5 5.5'.5 3..5 3 72 t0- 9 4 - 6 6 4.5 a 3 3 12 1Q a 3 - - 6 6 4,5 tr 3 3 6 5 3.5- - 12 12 12 12 12 10. 12 12 12 114 9.5 8.5 12 12 10 8 6.5 5.5 12 10 7,5 tr 6 6 5 4 3 12 10 6 3 6 6 4 .5 3 12 10 3 - 6 6 4 S 3 6 5 12 12 12 72 1.5 9.5 12 12 12 10.!i8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - 6 6 4.5- 12 10 4.5--_- - 6 5.5 3.5- _ 12 10 - - 6 S.5 4(- 6 5 - - - - 12 12 12 72 10 8.5 72 12 12 9.5 8 7 12 12 8 5.5 5.S a,5 12'-0' i2 1$04. - 6 6 A - 12 1Q 3.5- - (- 5 5 3.5- 12 t0 - - 6 5 3.5- 6 5 - 72 72 72 9.5 8 t2 72 ii8.5 7 6 k2 7,57.5 fi 5 < 13'-U' i216 6 - 12 106 412 7.5 - - _ 6 a,5 - - 6 45 v-- - 12 12 12 10:_8.5 ']. 12 .5 12 t2 10 8 6.5 5.5 12 0.5 7 S.54.5 a 14'-0� 72 1 _ - - 6 5.5 - T2 7 - 5.5 c,5 -- - - 72 7 - 5.5+.5 - 6 3 - 12 t2 t2 9.5 8 6 12 t2 4.5 t5`-0 72 - - - 6 - - - - - 12 -• - - - - 5 - - - - 12 - - - - 5 - - 6 - - - - 12 12 11 9 7.5 5 12 2 6 - 12 - 5 - 4- - 11.6 - S - 6 - {- 12 t2 10. 8.56.5 4 12 i2 8 6.5 5 } 14.58.5 5.5 8.5 J.S T1) HV BLADE OR ('1, HV BLADE W/ (A HV WINDOW BLADE WORKING IN UNISON+ •SEE uW)ARavS Or Use FCR 01A+'E U ON S.NEET 78 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL FLOOR OR SOUO WOOD SOFFR SHALL BE AS FOLLOWS: &SUBSTRATE SHALL CONS1.4t OF THE FOLLOWING: -SOUTHERN PINE N0.2 W/0-0.55(N.D.S) - 1/4'C TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX v+/MINIMUM EMBEDMENT AS INDICATED AT -OQUCLAS FIR W/C-0.60(N.O.SJ EACH SECTION ON SHEETS iS&t7, -SPRUCE PINE PSP NORTH W/0.0.43(N.O.S.) EXCEPTION:SEE NOTE 2 BELOW -SPRUCE PINE FIR SOUTH W/G-0.36(HOS.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.AM'OiG.RS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SH\LL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDADONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone 7III jo, . .• /ewe 02017 TILTECC.INC. 6@2017 EASTERN METAL SUPPLY,INC. ...... •."� __ BERTHA HVTM 1 O �L,S. �Q, Accordion Shutter System 3� ;787 H.V. BLADE#k W/CR W/0 H.V. WINDOW BLADE -0 '+" ; TILLIT TESTING & ENGINEERING COMPANY American Shuffer Systems rY.N DCSCRIPTION DATCDRAWN BY: L.C. ASSOCiOtIOn, Inc. , Gla 15•-085 7j27/ir DATE 07/27/17 6315 N,W.1C;X.St,Gx.1G5,41eT^.C.'it GA90x5)8 1-151 3316 4268 Westroods Drive 2 t'� •~�- ��' 4' PF.Pne (305)871-1530.Fa• (305)871-1337 GRAYING No { 7 'fn:5•`.�:,,•r'�•,�"4"171` .-P,a�n rn„Aocao:.�eP, West Pclm Beoch, FL 33407 3 -�/4+Yr1I^�'"^yY��Lil1s WALTER BA..�UT1 Jr.P.E. + P,E. S6ZjSlGflAY6RE/DATE FLORID',L1a.l a4167 6 S 1ST OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'."'N.`., STUDS RECD. STUDS RECD. .Gw Slum, T�! 2'W N. (AS /-.Or-R a 6•O.C, 4�� ',- " % / eq \x r-M EXISTING GLASS--\ i % 'E f,f 0 M`GS"W� • GLASS EXISINN"CI.ASS -T 7- E -Z 1/2' W IN)Qv13(SIX N.w, PL-oGD. Vz lo coz scPA-M sEr-MI WKINJI 01 scr" FLY-= a,s�- cxA,,s(w WK cu Iti mAss(sx E '✓Z ;Lyy. souLa ON SNaT a,.1w (em-T6)cwt 1 2 IF'm 1,�C"o V9 VI---1.MR AT EITAER "I,; , W 2 s.'S' .16 O.C. Is O.C. vui OR �ECPD.-' of OR J' I OR J?�* SEE DUAL to�'s ,IGE Ct-EVIU1 T- st,D-"A�x roR • E FOR T7 ScE co-G, ED OR f, T.m-c"S 'U� To TRAcks fsf�-(D-C-08 f.-O-3:4-3 .13--a- 1)•+, - ca I-(8:-c"..fp-10-fil 9: (9:CA-ca,:12 C9-(e-9•0s-@-a. END CONNECTION DETAIL(7 CS�Il.§':0 ft--Jt a IND CONNECTION DETAIL,�9:) END END CONNECTION DETAIL C8';' - CONNECTION DETAIL tf:G r'Ma I•Ftwm my FW sms owv tNA'I2,-e. A= sRI's FECI .1 IN' Gt,ss .16 D.C. Ir o.c z�(= -4* 0 SEE UMIQTION'S OF USE FOR samu A /11 1w&�O� 6LAOE lfN-ON SHEET t W, 14 J • -e' "C�GR(i�`Lnq �p 1/2 uUM A "A' -1 ZICA-' LZ C1'OR'gt.f � C.;-C7,-Ce)-cid,- r,,,m 2'.'*Nut b. VIEW S%os PED'D. --/ FIN$" a 1dt- -.t$ PLAN &cr, D-T!-A- t9:-9. -dj r-7- t; '-�- (D C& @�f4 t�C! DETAIL END CONNECTION DETAIL (Cli END CONNECTION DETAIfoli) FLORIDA BUILDI CODE{Kon High Velocity Hurricane Zone', TILTECO.!NG 02017 EAS3ERN -JETAL SUPPLY.INC. V. BERTHA HVYM ■ Accordion Shutter System fT LTEq om,. AS,S.A. KV. MADE #1 W1 OR W/O KV.WNDOW BLADE ti V dr American Shutter Systems XV.N. DESCRIPTION DA?f DRAWN OY.- L,r- TILLIT TESTING & ENGINEERING COMPANY 7127/17 WE, 07/27/17 Association, Inc. I 01-D 15-085 6355 N.W.36tA.X� s",ststnzoA woNNA sAAoz�.'Law,231E 4268 Westroods er4ve I DRAWING No I\ -ALTER A.TILLIT jr.P.E.-it:Ot-a-L.- West Palm Beach. FL 33407 3 17-107 Ee-owvm '9. .......... WI ---'0A1AL 50�. '. 8 P-QR:LA,Lic,1 44167 5 '-�HEET P.E. SEAL/SIGNATURE/DATE 1 6 1OF 20 ,.-(1 Jia'1��,-A;15'a12-,C4,1 . GENERAL Ll ANO CONDtTiON5 OF USf fOR BERTHa ( W QLADE ACCORDION SHUTTER gCM 1,MAX.A.S.D.DESIGN PRESSURE RATING: +110. - 110 P.e.l. 2.MAX.SHURER SPAN:96• F l 3.ALLONt£D MOUNTINGS.,A.°.G&H S 6,7:AS WELL AS I.IOUNT0.NGS IA,0.T,.U U&IN ON SHEETS & 17 I6& 17, f I 4 ONLY CENTERMATES 21 2�(BOTH W/2n4 OR(0)ARE ALLOWED WRH X711 f RI2C SI j OS'' n dTDP;' 1[q ARRAf EO 111 A SW Ef AL OR OPPO LNG LA OUT.IH CASE OF OPPOSING l7CYWT,tAtT,)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERM E. r r s r s 5.(A)W WINDOW BLADE ! SHtdLL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA,END r (3•P HOLES)FOR 41 pERLADE AT SPACINGS SHOWN ON SHEEP<, rr••�� �--- y (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE MAX. °WINDOVfS ad ♦ r / OF ANY 3•m HOLE FOR 44 SHALL BE Q'. ALLOVIED nT HV °A YttND0A BLADE(1F (C)FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV YANDOW BLADE N A f J r (D)HV WINDOW BLADE @ LnISf BE USED ALTERNATE TO A SOLID HJ BLADE lU j Y THROUGHOUT SHUTTER'S WIDTH. ! A r r qi '�J' A (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W •� Yf' i\.Ll t1.lJ eLACE(I AT ERHER SIDE OF THEM. , (F)POLYCARBONATE Wf WINDOW 34 SHALL BE INSTALLED SO Ttj TADS FACE SEE E14D ( 5@ THE INTER76R OF THE OPENING BEING PROTECTED.HV WNDOW DE MUST BE CONNECTION '/ r r r A r # /�-L, (�-L, DETAILS ON SHEETS y r r �N sl 1 1t 1 ONLY INSTALLED IND LOCKED USING A HV SERINC TOOL PROM 9Y AS:A 10&IS TVP, j �.' RIM JJ..ffii LLLttt FULL HEIGHT.—"^ q 6,SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME S A! i, 0 BUILDINGS ON SHEET 15,AS LIMNED BY SPAN AND DESIGN LOAD(SEE NOTES _ YP YIP .44+. I &2 ABO ). uSN� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY i ! SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE), R.MINIMUM SEPARATION i0 GLASS SCHEDULE.PER ASTM E-1896: I (SEE PLAN FOR REMI EMENTS) f—. •-. I VRND ZONE MINIMUM SEPARATION TO CLASS n-P,aP&BOTTOM -••--UNLIerE°WIDTH--- -.-_.. ___.._._.. .._._._._.._._ •.7.........-»........_.._.__.___..� t THRU 3 � T• ELEVATION V.N.SEPMSnON TO QARS A 6.zs EXISTING CL7$S� SEE SCHEDULE 04 SHEET It Firs MADE Cl -„•_ ,..._"„_,•» A'sO ON THIS S1ffF FCA BIAD:S(D&QJA __.......___._.__...,._��_...�..._._.»._.,�_..____._._�_7r. - ^ `'fps ER TIP / j: 21 22' \) v g�j1n OOR�( NO7EA4 ABOVE WJ�;S F._tOR ONLY) Ltkx tom— z _._. f 3'5, � (201 TYP, SrMItTRICAI CENTERMATES(71) i —^--- --. .__.. / ens 6+.i (24 OR SW AND ----------_ Yr/.,,,'s:(SE t:OTE 4 ABOVE) �� ( r�3� i TYPICAL j) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE t1A SHUTTER* ---- 'f T11'''AA "r•_ FLORIDA BUILDING CODE{Non High Velocity Hurricone Zone' �/ "• 42017 EASTERN METAL SUPPLY, INC. STi% � ••••••C•••• L/ (.2017 P.LTECO,INC. BERTHA HVTM _ Accordion Shutter System KV. MAX#t' E4O MC A v S A W/OR W/0 H.V. NANDON BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EY,N DEStRIM014 DAT[ DRAY44 PP. L.C. ,n'•,� A `L ; ASSoclatlon, Inc. I OLD I5-085 ]7/77/IJ DATE: 0•/27/17 :n. ,� id1•,,•••�-1�t,•�,T�t� \j4; 6315 4.K.35SL.Ste.14',wA.:-.N eVtC-S.FLCRIOA NH8 tt Phone (305)071-t536 ?ea (305)671-1531 42&8 Westroads Drive 2 DRAWING No .. C�5 '•.... �1`�1' ._In i;tlte-ocn:.Coro West Palm Beach, FL 33407 3 `�/QPTt6§l ffi� Ee-Eas6719 17—�{a7 �'� •!•' RFLTEA A.'RUT,u,P,E. FLORIDA Uc.1t 44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 tt3 OF 20 t b" 1 t/2'x DOS'TRICK 1 2000'Mo �-- {MIn.A$ittn-653GRADEaO iF�lry. AVARIES INSTALLATIONS WJ HV BLADE & HV CENTERMATES off, , M,n.C-60 S AT STEEL 2 Ma=� �. 43b INTO METAL STUD WALLS * 083" ' METAL STUDS AT 15"O.C. OQ a W;W• ------ 1//2" 1 at5 * t o 1/4"o NOMINAL I� -� GENERAL 7 N AND CONDITIONS S ALUMINUM SLEEVE FOR BERTHA i HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY it 3/4'x 6 vr.0.035 THICK Mm.I`43c 430 " ' I I •� SYSTEM INSTALLATION TO METAL. STUD WALLS CO!!T.CAtV.STEEL TRACK CH.A`I.YEL•i @q 6'O.C.1, �. 6 O.C.n i . O ASTM A-653 GRADE 4D Mn.G-s0 I t r — — SEPARATIQN TO GLASS SCHEDULE GALVIVIZED FASTENED f0 STUDSI j�I I 1i 10.1/2*TEK SCII ON H @J9.,I E%ISTING FINISH z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) .f ' vriERroR t.EXTERrDR FACE I '-A5 APPLICABLE 7 H 2. MAX. SHUTTER SPAN: 84 WIND ZONE MINIMUM T i ASTM E-1996 SEPARATION _ A3t LEPIGTN + I^ MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS•-��,-•-„_ TO GLOSS u, {SEE SCHEDULE) 43 43 1/4-0-20X.3” BOLT ! ` 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MP.) _- tdU51 PENETRATE a3C I,• m WITH 21 ARRANGED A S .METRICAL LAYOUT. - n ' USE 0, (2)�35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 a" ,.1 3/4'.6 1/4'x 0.035'THICK MI:.,.i E ISTIN°r;r:u^H. I€(�i �I J INCLUCED AT'EY.TERtOR OR INTERIOR ACCESS SIDE OF 1.373'i CANT.GAiV.STEEL TRACK CFG.NNEL.I i AS hPPCICABLE I CENTERMATE. ASTM A-653 CRApE 40 wn.D-GO `t� J-•_••_.L n —__- -.-_........,.� 21 1 W1(2)I ZED FASTCNEO C STUBS i 'f, W/(2)8&EXtE TEK SCREWS ON ,INTERIOP.&EXTERIOR FACE _ 20 iFfiREAD_c =.® E'O.C. 8 6"O.C. ti ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR ` 43c 1/4-0 ELCO CONSTRUCTION -"jj•`• 1 '-=='-t- T/Z' \ "'3g CENTEP,MATE 2i O APPUCATION WITH BLADE 1 12 PRODUCTS FAB=InOK HD o :-. ; ly 6'S G 436 THICK YARIE$. ASTM A-6S}GRADE 40 �.. ;�.,; 9 $^O.C. Min.G-60 GALV.STEEL .._� t'1n. MS WALL HEADER SILL INSTALLATION COMPONENTS METAL STUDS t5' .-EXISTING FINISH AS APPLICABLE SCALE: 3/6"= I' AT O.C. \i .,•:,"''`.`:i (TIP.TOP is H°TT0f.1) n 1 3/4"x 6 1/4'.0.035'THICK M;,L[X!5'I!f!G GLASS KONT.6AL`l. TEFL TFA.CK CHANNEL. - - - - - ^- - - - /ASTM h-653 GRADE.AO Yin.0-60 E;: !GALVANIZEC F=LSTEMD TO STUDS I ' I I ' W^�1W-� ;..Y ��I �1 ' ,.• •.. � i I i i , Vtj{2)�'6zt I2'TEK SCRESVS or+ 43a 43b 43c 1 .' SYMME7RYCAL - SYMMETRYCAL �' N. sEPAunaN razl£s = uaTERIpR/<EXrER1pR FAGS I I CENTERMATES W/. ro ch z I I CENTERMATES W , ,.. I r I , , - , , - - r I (SEE 5CHEOULE) Mt EXTERIOR ACCESS SIDE,—1 ; :.INTERIOR ACCESS SIDE'': ` .- IN X35(6"Min.) `•-4 -------------------------------------- ------------ ------------------------- -- - - - - ______________..-__.. I —_ ------------------------------- -- ------------ 24 ----- ------- ---------- - ------------ ------ "- ____ - -_ _-_ - -_- 2J ---- ----- ---------- ----- &- ---- -- ----- --------------- --- ------------- ----- ------ -- -------- -- - - --- ------------- - -- _--- °---------------------- --- ---- - -------------------- ---------- --------- - --- ------ --- ` -- ------- ----0 �- �� / 21 ti 21 21' L 21 %`l'1 LccATED AT t 2 HVHEADER/SRL ENDSVIEW Y I ------------- --'_— _ r (6" I'n-) 24 I i SIDE CONNECTION TO TRACK {TYD')-'_"6 1/2"(TPP.)—... I __ f_..,..—...... {Cert.} ---T..__..___�.._._.._� .. --7"—. .-6 tj2"MAX. SLACK HVA �� HVI3 LACK DETAIL HVE HVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ✓201?TR.TECO,wC. EU 2017 EASTERN METAL SUPPLY,INC. ,' t i~ ••,..'+[ J_ BERTHA HV tfr �L E G O INC. A■ ■s■, ■ Accordion Shutter System H.V. GLADE#1 W/OR W/O H.V.WINDOW aADE 'YS G /1/'1;7 •% •TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATC DRAWN DY: L.C. b35s N•A. s .6t.s1�.3sw W1s4 ,4 eARo�s.ng4nA 3 is Association, Inc. I OLD 15-085 7/27/17 DATE: o7jz7/17 -o ml Phone (305)671-1830.re.:(305)671-1531 4268 we<-trOOdS Drive 2 , , �-yy�,❑❑5,^�� "�4� aa� _":altaengca.cam West Palm Beach, FL 3340) 3 CRAWIt\G h>a t:'••• VT11 :, r ,I CO-0006714 17-107 •...... ¢ WALTER.A,TILOt Jr.P.E. a P.E. SF�iI�)AlY3�EJDATt FLORIDA uc. A<t67 6 SHEET 20 OF 20 1 �t +A )4 C>