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HomeMy WebLinkAboutProduct Approval; Accordion Shutters T BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bo ih al Product Approval - USER:Public User pr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived CJ 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@eastemmetal.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 12/31/2020 Validated By John Henry Kampmann Jr. +E Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC_INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By l I' Product Approval Method Method I Option D i Date submitted 0911.812017 Date Validated 10/1812017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 ;I Summary of Products FL 77 Model,Number or Name Description 389.1 Bertha HV Accordion Shutter•Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17.108 and bottom)for storm protection Limits of use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 8MERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHLITTFR SY9TEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASO load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17-' HV3 blade w/o window blade,S'-2"for 110 psf ASO load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and W-11"for 62 psf,9'-11"for Created by independent Third Party:Yes 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 5hutter-51ade Extruded aluminum interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17.107 and bottom)for storm protection 6 Limits of Use installation Instructions Approved for use in HVHZ:F40 B389 Ra if AMERICAN SHUTTER SYSTEM ASS„ Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTE(N PDF Design Pressure:N/A Verified Py: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 ASO load depending on cente-mates and lacking Evaluation Reports rod configuration for the HV3 blade,8'-O"for+64, -72 p.s.f• 1 1.— R9 AE AMERICAN SHUTTER SYSTEM�$� A.S.D.load for HV blade for Keystone mountings 7'-0"P.S.I. 1NG DRAWING 17-107 PRODUCi OF EVALUATIQ? for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A BfEQRj;fif working in unison.See sheets 7, 11 and 20 respectively of Created by Independent Third Party:Yes installation drawings for other spans and pressures. 389.3 Bertha IIV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COM80-(Non-HVHZ)-Dnvg 17-106 and bottom),for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL i89 R9 11 AMERICAN SNiITTFR SYSTEMS ASSOC iNC- Approved for use outside HVHZ:Yes URAvrING 17-Tni; BERTHA HV ACCORDION SH(MER Impact Resistant:Yes SYST,PDF Design Pressure:N/A Verifled 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 I and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FI 389 R9 AF AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Dad. Q rantEtt l!S;;p'bn1 LL!n(r SLonn Rn.uj,�!tn�h ys r f rnnnr•Rtin.G;17-i N7.t li Tne state or rionda,s an AA,TEO emptoyer.rnrwnntht 7nn7.2tt 3 Ft u"ar Flnrk:a.;:p.:vary�:q,nrunt::Accrss�a+:rtY Srnr nG�ent::r"n+nd S+ate��+eni Under rlarida flaw,eRtoii addresses are public iscord).It you do not want your e-mati addrttss rmeased ni response to a public•rrulnis n:tiuest,dd not send cicctro;J I mil to 1h+5 entay.Imtoad,contact the ontte by ptione or try Upditio"di moil.It you have any CUestions,prase contact 8", L47,1 M,•':urswt n!fa sed_o-,455.77St }, Florida Statutes.elrectwe 0C.Ozer 1,2012,ticaraees IKtAsM under rdtapter 455,r-,s.must provide the ocpditment m"i an email address it they I+ave un!-The emdis provided may ne used for otfic+at communiwtlon with Ute iKrnSOe.itawcvrr email addrcrdet at,:public record,lr you do rat wish to sunrhy a personal address,Wcaia provide the ocoanment wr t an email address which can be mad&,.avaeave to the public.To del rmtne It you air a acensoe under GRdpieC 455,r.s.,rlaase it rc:e. Prod(�u"ct'Ap(proovvaal Accepts: I' I, -- - - - -- -- GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WAS BEEN VERIFIED FOR COMFUANCE IN ACCORDANCE WITH THE 2017 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIREC77ONAUIY FACTOR Kd<0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CON NON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES C'D& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS Il THRU 15, 19&20. GENERAL NOTES SHEEP 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 2 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS EM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS W WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MEN ZONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE( g0214.01-03,00715.01-03.#1004.01-05.#1214.01-05.#0317.02-06,00609.01-10 AND#0210,01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(b AND HV WINDOW BLADE t11A AND 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 d 00505.01-08 AS PER A5TM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2,3) BASIC PROTECTION ONLY 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 0 AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEEr 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 Q140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CETERMATE DETAINS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 k.;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 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 rOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET it ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 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 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Qf ; 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 05'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. AREA 3: BY WINDOW BLADE (1A'1 ONLY 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU'FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/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 ¢; I.{t/ WINDOW BLADE C7�ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 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, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.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 IS APPLIED 70. 13. (o)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., PROIDED 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 RESFONSI&UTY, OBTAIN PERMITS IN THE STATE OF FLORIDA (e)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 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,E.D.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 R. LF FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone LL71 6� 1,J`rI�2 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY. INC. `1YY�P•��CENS�-',✓-F ` ZTILA S S A BERTHA HVTM Accordion Shutter System E C O N C. . . ■ . I LV. MADE#1 W/DR S u N1rS7ow BLADE American Shutter Systems REV.N DMPJP17011 DATE DRAWN BY: LC. TT/ A TILLIT TESTING & ENGINEERING COMPANY d Association, Inc, t OLD 15-085 7/27/17 DATE: a7/z7/n e]ss N.n.JSth,sl.,St,.Jos. .F..,:(305 8RDENS,FLORIDA163 J3,6( 4268 Westroads Drive 2 DRAWING NO Phone:(]OS)871-1570.Fax:(J03)671-1sJ1 .<` '•: fli :'��WlY o-ma7:tlJtaeoOaol.com West Palm Beach, FL 33407 J '7_ 07 '�`7t�''••.... (, 11 EB-0006719 4 _U_ WaLTER A 71LLff Jr.P.E. SHEET fYMb 1f FLORIDA Uc.1 44167 5 P.E �£AttStGNA1`URE/DATE 6 1 OF 20 r3'o WINOGN WDE©A es , _ VARIES 1. \+ 70• `8 o 1.918' 1.200' Mox. s «a r I 4.3i 1' os�� I 4.385" �i 06ti •� 4.857" ' 4.999" • v .375' 5 HV 90' 180• STARTER HV SOLID BLADE QUALIFIED FOR USE W CIHV UNIVERSAL FLOATER a '` O / COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE 1O ®HV DIRECT_MOUNT HV BLADE Qi 1A HIV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE ® 6063-T6 ALLOY A TEMPER .373" t'o 6063-T6 ALLOY AND TEMPER _ 3.226" 1.5 124" rr - 085 670" q�� 2.670' 3.556' �I ) \• r• .994" 6 1.GOD' .670" 2226' o 072 ry g 842 0l 4.897' nI o ����\ o .815' 2.092" 07 HV ADJ. ADAPTER �yfLIP °"4 6 _11 I 1.375 0.072' q --------•------- 0.072' 20 3.226' QUALIFIED FOR USE W/ HV 8�HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK 6063-T6 13LADE(D QUALIFIED FOR USE W/ HV �HV TRENCH TRACK 55- 3,75V' ALLOY AND TEMPER BLADE( QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER SLADE(a)ONLY. 11 HV RAINGUARD BLADE U 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER VARIES� _ o, 7.976' BLADE(l1 VARIES 1.936, 6063-T6 ALLOY AND 7E1.IPER c 1.917" I �083' 83' m $ 083' .G83' o n�( - .10D .060" ,� O60' '$ 670 m .093, _ .093'mI .060' .06" e to I \s 0�p3 6!701 1.686- 02 670 3.529 3.520' i R 3.5 I 670, 11 HV CEILING HEADER 1T HV HEADER/SILL 13 HD CEILING HEADERISILL �' Q IFlED FOR USE V// HV BLADE(I ONLY, QUALIFIED FOR USE W J HV BLADE(ONLY 6063-T6 ALLOV AND TEMPER QUALIFIED FOR USE W/ HV BLADE lO 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q1 ONLY. 6063-T6 ALLOY AND TEMPER X T1 COMPONENT A B T1 T2 X Y I. rl M.N.X MN Y LPN 1 2' 2' 0.125' t' 1 1' 0.062- 41 jy 2" 5"MAX.1 1/8" 1/8" 3" 3" I0.090- 18 2' 5'MAXI 0.192" 0.192" I X i_ SIDE ANGLES �0! CORNER POSTS (19 2.5" 7"MAX. 0.190' 0.190' QUALIFIED FOR USE W/ HV ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE Q QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER BLADE I ONLY. IEA) 1 2" 5-MAXI 0.139' I0.131" 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER c4nouis,�o FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '1111 4 Gt� .•►(!.��.• 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. 1'!P '''ic' 'C��' BERTHA VTM sF = A S S A Accordion Shutter System J 1 I�.I E C O N C. . . . . H.V. BLADE#1 W/OR W10 KV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REVw N, DEscwPnm DATE DRAWN 6r: EC_ 6355 N.W.36:ft.SL,St,.305,MRGNIA GAROFNS.FLOROA 33161Association, Inc. 1 OLD 15-085 7/27/I w1E: 07/27/17 p'4 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No +4 (0ep 6(�C e-ol:6n«oeaol.com West Palm Beach, FL 33407 3 1 _ 07 _ O rl l�i Itt, VlALTER A.TILLIT1 Br.P.E. "T V `179 4 A]AI rt / FLORIDA Ue.B 44167 5 SHEET IP.E.Z4 ,j OFf E DATE 6 2 OF 20 4.660' .929' 1/4'-2a DIE CAST 4.576' --{ 45' 2.293' o.33 FLIT HE THFFA7ED HOU9!NG ENAMEL T 4•_� 2.293" 745' i 1 I B.S.M.S. Q PJJCED PaNrED _� °p TXn'EA.DED DIE CAST s40" ! 0� ml M1• mi I P�SCEO PAMSm N I o 1 1.325" p.2V o I ©'454•PO _. �I v GEV (CHROME (CHROME PLATED) 21 HV CENTERMATE o s's, ) 0 1.zs" m'' OCPLATED) o• s a 3 � HV EGRESS LOCK QUALIFIE R USE VJ/ HV BLADE�1}& lA ONLY (22� HV FLOATING E o a„ \� 6063-76 ALLOY AND TEMPER 01.14�IED FOR USE Wj HV BLADE 1 & to ONLY � L!" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER l23) CORNERC NTER BLADE U7 & CA ONLY. BLADE tO& ®ONLY. QUALIFIED FOR USE W/ HV BLADE(l) ONLY -; F.250'aD. ,516_ 2.874" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 518' N1.756" 22' ED TO -42MOLOSCREW2.079' 1.753• P o -360'AFTER RIVETING "•OsoBEFORE RNETING � , �, 1/4"0-20 x 3/4S.S. THUMBSCREW 1/4"0-20 RIVNUT* O *SERIES 9444 ALUMINUM(2024-T3 ALLGII)IARGE FIAfdGE THIN m i SHEET NUTSERT PART#0820,AS MANUFACTURED BY AVOEL PLAN "• FRorJi ELEVATION - HV MALE "T" LOCK CENTERMATE 4566" CHERRY TE%TORN.PARS(PPENY.NEW JERSEY 07054 OR EQUAL z7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(1)ONLY �1 HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(ONLY QUALIFIED FOR USE W/ HV BLADE(-1l ONLY W/HV BLADE Q7 ONLY. BLADE iQ ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE 1.917" -I5 1.917 3.161 n ' c o 0 3' m 462' THUM6TURN p ,431 CYLINDER OR .063' .062' mKEY CYLINDER .214" .545" ry 0.875"Mi .40 n. o n m 1 .125'Max. 1 CEN AT W LOCKING ROD E TE MATE W q LOC IN °° QUALIFIED FOR USE Y t// HV BLADE & A' QUALIFIED FOR USE W/ HV BLADE 1 & IA 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT o n o 6063-T6 ALLOY AND TEMPER ° VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE(i�& 1J 1/4'P-20 6.5.OR 3/6b-14 t.130' 6063-T6 ALLOY nN0 TEMPER •- THUMBTURN ACETAL THUMBSCREWS. t1/2' CYLINDER (SEE OEr DO — OR KEY t15' n� 1.57 INn. CYLINDER f of LOCKING RODS 375"0 `m 34 HD LOCK QUALIFIED FOR USE W/ HV BLADE(1� ) HV 3/8"0-16 ACAL HVHV 14 —20 AISI 3040 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER SERIES S.S. THUMBSCREW QUALIFIED FOR-USE-WI HV BLADE t & DA 5 INSTALLATION WILL REQUIRE.A 7/T6" HOLE THUMBSCREWS RIE$QUALIFIED FOR USE W/ HV BLADE 10 O DRILLED A7 TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR Aq, y HV BLADE(1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L711j1�'(Li�/9. r�(A� 22017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. Pam. ....... "C '• BERTH HVTM cEN �� A.S.S.A. I L E C O ��,�. Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V. 1MNDOW BLADE American Shutter Systems qEVa No DESCRIPTION DATE TORAWN BY: L.C. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 \ L, 6355 N.W.36..St.,Ste.305.VRMNW GARDENS,FLORIDA 3316 STATF�OF�, Phme:(305)877-1530.Fax: (305)871-1531 4268 Westroads Drive 2 DRAWING No O '• / pNN ( .—II:VIt-O.W.— West Palm Beach, FL 33407 3 CO1'IIO Tom:\V\\A ES-0006719 1 7-1 07 C� V(�'•''••••••"•` 4) WALTER X TILUT J,P.E. 4 '• �vv 11t4 FLORIDA Lk.8 44167 5 �jHFEF P.E. StA� 16IdQ RE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR LI �A 1 I 72"TOMIN. TOP .0625" HV lO HV U!Y 41 E GE 1875"L i— O HV BLADE 1 D -� t I I i .0625 .0625' J F� Y:WDOW BLADE .0625" SECnON K-x HV BLADE 1A BLADE'S I "D OPENIN .1675' Y ® HV LONG RECESSED NYLON BUSHING j; X o i' N KNUCKLE .06z5 L 0.0625' I 4 3® HV SHORT RECESSED NYLON BUSHING 39 I � 43 i , ,�a o FLAT PDRTION I RI 7p50D" 3 59" 40 HV NYLON HAT WASHER ' O OR ® LWD - i B { °' / ® HV WHEEL CARRIAGE AISI 302-303 SERIES II O I I i I ® �4950 -40 „� X /V� 8750' X 0.870"x3/I6" THICK NYLON WHEEL. 3 I I 3 n j 2 7/8"MIN. HV WINDOW CLEAR SEPARATION 03.00 " 0.188"0 AISI 302 SERIES S.S. RIVETS .315"0 .0625" L_ 3.7500" SMYEEN �-0625" BLADE a 5 3 4" ® HV 1 3/4" ACCORDION PIN W/ }(8 HEAD * EXTERIOR -5 OPENINGS / SFC➢0N r-K L 47 m ON CENTERS",c(D ,7500" Ills @3 HV 2 3/4" ACCORDION PIN W/ F8 HEAD 'K 41 �47p,•�� "� 2 1/a" EfTfAERmR nwAnON CLEAR 4A POLYCARBONATE IMPACT RESISTANT HV WINDOW I _r ' S 7 BETWEEN TYPICAL HV WINDOW BLADE 1C AND I I �39 ' 38 q11INCLE. T s POLYCARBONATE HV WINDOW DETAIL R i I i (D OR ® I I *POLYCARBONATE IMPACT RESISTANT HV WINDOW or BAYER MAKROLON 3103 POLYCARBONATE �,MQJEMENTS) � I cE RESINS, UV-STABILIZED GRADE OR SABIC * EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR g To BLADE eoTrPM INNOVATIVE PLASTIC SHEEEXANT 103). RESIN V 1 OR ® I (SEE NOTE "F' ON SHEET T9). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR �N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR 3 POLYCARBONATE SOURCES FOR i EXTERIOR AppacA6 E RESULT HV BLADE. TYPICAL SHUTTER ASSEMBLY_ ,m , N.7.5. !� TYPICAL PROPERTIES STNIDAAD �.I HV PIN®2 OER AT RESERO+¢ ��� 1Dpn m1 (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY A7 EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO a0.324" BLADE'S KNUCKLE. S CRAYOY AVU 0792 OA43 Ibf; 0.043,cAn j (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION '[I", SHEET 7. 049__1 ® ?J`,# REQUIREMENTS) , nRE,crN wm c639 9A^A p.a. 9500 ps TY1 I i FLEYURIi STRENGTH AT HELD AM D790 1],"..w p..,. IJACO p.a.L (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER m y' ' FLEXURAL MODULLIS ASTM 0790 340,C00 pAJ. 345,000 px1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� 9 I' �' ° © NOTCHED 12CD ASTM 0255 18 FT-i5ln 17 rr-,pin SHEET 0 �`"c5° SMCxE DENSW AST.D28.3 473 X 64.5 L MAX WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT RATE OF BDT9* AST.D635 C-,CUSS C-1 CLASS 'S' N.T.S. SELF ICNRION ASTI,D1929 104D'f 9EO'F 1Yid41E9�'BD: AM 0155 TEtSRE SR.DOTH AFTER WEAMEANC ASR1 638 9302 p..i. E840 psL r1 HV BLADE SOLID & CA) BY WINDOW BLADE DETAILS �'� T~SMM BEFOn OVERM° ASTM63E 8461 p-J. T EBBD N.T.S. _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' o� 02017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. BERTHA HV V L/1 C 3 rM IL ECO1Ne. A■S■S■�■ H.vA�ccord/OR W/O on S KV.WINDOW MADE dTNF, Q�o TILLIT TESTING & ENGINEERING COMPANY r System American Shutter Systems �.•N DESCRIPTION DATE DRAWN En•: LC. ^�•/• �A 6355 N.W.UK SL.,Stc.305.NRCNOA GARDENS,FLOROA 3316t Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 Phone:(305)871-1530.Cox:(305J871-1531 4268 Westroods Drive 2 DRAWING No .......... it,y ,AL a-mo;I:C tecocool.com West Palm Beach, FL 33407 3 N L la FL EB-0006719 4 17-107 LYALTER x TiLLR Jr.P.E. " FLORIDA Li<.,Q 44157 5 SHEET P.E. SEAL/SIGNATURE/DATE I 1 5 4 OF 20 ®q ° �^�•{��"�7•L' *NOTES ON HV LOCKS AND CENTERMATES: A B C G C C�•� i N N S T U 'L9�"L/�^•Vt�^ 1. MANDATRY CONDITION /1: ONE HV LOCK(&or��5 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN lS OR 12'ABOVE OR BE OiY �2 OF SHUTTER SP44 FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY J ELEVATION. HV LOCK or ^MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ OR @ I In in4 I hnf I r I I n I r n n CENTERMATES W/(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2.OPTION&CONDM9N 41,• IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV OR 16°aY2� LOCKS �$OR�§ TMY BE USED AS N INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES C✓�I SHA LL BE AS INDICATED ON NOTE ABOVE LO I •--`bv'?J' LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DO-Hve 3. �2 IS UST W/1YY0 H.V. LOC -j LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4oR5ORr[�caoR 54r °q�5 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS OR N ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION). �o^ 0 4, MANDATRY CONDRION i2: ONE HV LOCK d 6'SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK� @' AN SHALL BE USED AS OUTSIDE OR INSIDE LOCK, W ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0,31 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �$ HOD-Hve MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. �- >"�e58 2 5. FIRST ALTERNATE TO MANDATORY CONDITION #11 VALID ONLY FOR HV IQV4 NTFw ° i"'gig 5 0R Q2• ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or 23 FOR ANY SPAN AND I ^ B6 INSTALLATIONS AT ANY ELEVATION. AL ERNATE LOCK 0 MAY BE USED AS N INSIDE OR OUTSIDE LOCK.ATTACHMENT V 7Z;WN-41 OF 1/4"0-20x3/4"S.S.THUMBSCREW TO C1 OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-2ox3/4' ALUM. Ha0_,No o�£zl —N9�D-MyVO goY RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t\ `�" LOCKS AT 1/3 OF SHUTTER SPAN. 1 r� x 6 MANDATORY CONDITION #3 FOR KEYSTONEMO 1NRN•IN�r I I ATIONC• ONE HV LOCK R3 or @'or @6 SHALL BE J 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 23 or g or @ MAY BE USED AS N INSIDE OR I1 I OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/ (2) 1/4-20 x 1/2 LONG FLAT HEAD SS. SEE END J I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6-S IY/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E t 18EmP 1FaULL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. .i OF CORNER 1 . MANDX[OU CONDITION 01 VALID ONLY FOR W'I'LOCK M)-AND CENTERMATES do AND unuvrteo reorM CENTERIAATE ONE ALTERNATE HV'T'LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS r1�OR k FOR ANY SPAN AND iy�oA ov©•0oK(D 10•1 3 oa 1 STATION AT ANY ELEVATION. ALMRNATE LOCK(SJS Y BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK 0INCLUDES USING REINFORCING LOCKER 07, AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE �0+Jo°Q.�cnQ,;jb oR CONNECTED TO CENTERMATES @ AND fj9 W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" WINGNUT OR oR MAXIMUM ABOVE AND BELOW IMIDSPAN. USE OF TWO•ox LOCKING RODIST. LOCK MAY BE_TOP AND BOTOM IS MANDATORY.AT MIDSPAIN OR 12" Is.�-� (C8) ® 07 - ® @8-t 9.@3310R 19•t s�B(�1.5� *NOTES ON HO LOCKS & CENTERMATES:_ �(HD CENTERMATEc l-1 OR 32 W/(J : ONE ALTERNATE HD LOCK 30 MAYBE USED IN LIEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS(�OR�J FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�41 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 6�TO i_S-IS W/3#8 x 3/8• F.H.SvS.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT W- AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPN.USE OF LOCKING RODS 65'•IS COMPLETELY OPTIONAL - - FLORIDA BUILD11111NG CODE( on High Velocity IfUrr7iccne one sill' N I,...., /�• 02017 TILTEco,INC. 02017 EASTERN METAL SUPPLY, INC. ��c�Ns, BERTHA HVTM Accordion Shutter System A• I L E C O �a�. SSAH.V. RADE#1 W/OR W/0 H.V. WINDOW RNE • 7t� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N. DESCRIPTION DATE DRA<vN Fn: Lc. 1• IL,(�F 11. Association, Inc. I OLD 15-085 7/27/0 DATE: 07/27/17 O .•. �. :• v `Y' 6355 101.36.h.St.,Ste.305,NRGLW GARDENS,FLOROA J31E ii Phone:(305)871-1530.Fox:(305)871-1531 4268 iVestroads Drive = DRAWING No srn� A sr i --1:Glleeooc°Isom West Palm Beach, FL 33407 3 17_107 V'O�%L \'�v\ 1iT IVALrER,tanLUT '.P.E.19 4 1�' FLORIDA L-f, 44167 S SHEET P.E. SEA:jSIGI�PSURE/DATE 1 6 5 OF 20 -- - r--CONCRETE ANCHORS POURED CONCRETE POURED I (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4"o-20z3/a'S.S. SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE '\ REQUIRED�, !— ftEOUIRED \ ' / (SEE SCHEDULE ON NU 1/4"-20 �: CONCRETE ANCHORS / 17 18 A _ONE(SEE M=NTIY.G©ON SHEET 7) ;' / / SHEET 13) NUTS o 12"O.C. (SEE SCHEDULE ON SHEET 13) j' I - 12OR14 / Mfn.�l 1!4.0-2oY3/a's.S. /` L EQ EQJ MACHINE SCREtYS 'USING 1/4'-20 NUTS � E 9 12-O.C. E.D r � " .250'Max. :� _ F-w I 13 GR 15 i - -- - � R .250 I i .250.Mox. / I I FMaY. ED. I I --r /' / ; %• / OPTIONAL ,,I 'i �{ ;•/ !. / OPTIONAL 'I i i t KN SEPARATION TO MUSS(SEE ' P j_Samu ON 4Ek-f w1 i i ' MIN.SEPARATION TO GLASS 11 Trn aACE mA� i I 1 OR I� I ��NG--("—(SEE SCHEDULE ON SHEET 71) EXISTING i a,SHEET 19 FOR I I ; , 1 GLASS , HADES(D ; MIN.SEPARATION TO GLASS I CLASS— ' � —(SEE SCHEDULE ON SHEET 11) I� EXISTING 0115�'' � ©¢IV WALL HEADER INSTALLATION (A HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE 1 ' MIN.SEPARATION TO GLASS EXISTING GLASS—j wt SEVAPnnal I , 1 1 EXISTING (SEE SCHEDULE ON SHEET 11) GASS(SEE i I I t 1 OR 119 MIN.SEPARATION TO GLASS '1 i GLASS--- TO L-1S- FOR�� .11. ALL, `(SEE SCHEDULE ON SHEET 11) ON SK•ST 19 FOR Y i FtA0E56k Qr i 1 , EXISTING OPTIONAL CLASS--� II I E.D.• 1 ' � �� li it 1�; 1/4"Max. ' ;'I. / �� OPTIONAL I FE. DR 15 x E.D.•j ' I E.D.'( - I, I, I' i i i N I I I A/2.,:- ./ __ ' 13]R @5 1/4'0-20Y3/a'ss. / I'll " / ---'- EQ ED PHILLIPS TRUSS HEAD I �, / 1/4'0-20x3/4"S.S.PHILUPS LMACHINE SCREWS USING 1�/'�� CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS \ cR 18 f `—CONCRETE ANCHORS % 17 O 1',�� 1/4'-20 NUTS 0 72"O.C. I'—� (SEE SCHEDULE ON W/1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) MID. POURED CONCRETE SHEET 13) PCURED CONCRETE J J /, OR CONCRETE BLOCK OR CONCRETE BLOCK ' / _1NCRETE ANCHORS REQUIRED VIALL REQUIRED p� HV WALL SIL INSTALLATION (SEE SCHEDULE ON OE HV WALL SILL INSTALLATION �. POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER '�E.D. EDGE DISTANCE J`, ASSEMBLY • SEE LIMITATIONS OF USE FOR 10 H V BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE tAION SHEET 19 IN ANY vrAY TO suR ANY INSTALLATION. FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone 1 t� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. od' ''�\CENSS y BERTHA HVTM C�+ A S S A Accordion Shutter System I l E C O 1 N c. ■ ■ ■ ■ H.V. BLADE#1 W/OR W/0 H.V.WINDOW BLADE r American Shutter Systems REV.N. DESCRIPTION DATE DRAvrt,By. L.C. TILLIT TESTING & ENGINEERING COMPANY Association Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 �A'"•,• ..' 6]55 N.VI.36' St.Ste.3G5,WRG'NW GARDENS,FLOPoDA 3316 -` "�-- — Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No e-ma��� l:fiRecoOaoLcam West Palm Beach, FL 33407 3 s/0 EN ,1 EB-0006719 17-107 A TI r.P,E.WALTER LL1T J a ^6j••••r�rrrr'' rLOR9)A Uc.J 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 i SE9 END WALL.0 C ON D AILSON SHEETS SEE NOTES ON LOCKING RODS®,HV LOCKS®of IN i� INSTALLATIONS W.1 1 HV **AND ALTERNATE E TA LOCK IS ON SHEET 5. OUT 90' EXISTING GLASS BLAOE SLACK DETA.•L HVF IS V.WD FOR ALL BLADE W HV CENTERMATES GErTTERIMTS aPPucAnDr1 V=11H BADE© Q oa®°a©'Q7 car®tea 10 •13°A 1 0 R SEE END WALL CONNECTION. rEXISTING GLASS DETAILS ON SHEETS 0 6 + 7 1 ca 6 *Q7 +18 J l 0 1 O O O 3 '/4- 7" 2.2.1/8 ALUM. 8 8°a19+ °919• 5 OPPOSING SYMMETRYCAL (So 63-T8 ALLOt)ALUM. ANGLE 71/(2) 1/4-0 TAPCON 1/2- cR�. ANCHORS TO CONCRETE J CENTERMATES CENTERMATES MIN.SEPARATION (TOP/BOTTOM)& 810r}/a'S.A!.S.0 72" JJ TO GLAS$ (4)8100/2"S.M.S.TO TUBE O.C.FULL LENGHT. J HV LOCK OF t1S) 1 W HV LOC Or (SEE SCHEDULE AT EACH ANGLE.(TYP) 5 I / I \� I * 3 ON SHEET 11) ® * 35* IN 5* 5 90 1 Oo _1 �-- � OUT ® � 5* HVC as ca 6 + 7 c9 8 oa 10 3 H V B 10•Q5 ca 1©+ 13°a 1©.0 oa HVA �oa®c9©•Ooa Oaa lQ .Ooa EXISTIt=G GLASS POURED CONCRETE OR O O ©+O —® { CONCRETE BLOCK WALL 6 7 1 ca 6 7 8 is I 10• 5 ca 3 oa t ca REOU ED EXISTING ,t SYMMETRICAL * IN MIN.SEPARATION f-GLASS 8 + 8 oa 9• oa t9• 5 I�EXISTtN CENTERMATES 6 ©.©w 1©•�8 ca®.®° To GLASS f� * (SEE SCHEDULE O—®----) G*s �l W/ HV L pNTERCi R) ®•©ca0'Q°Ri®'� oN sHEEr 11) % t MIN. SEPARATION, °9 �5i—� f oa©.® ----- TO GLASS I N ® IONPL \ --- - " / - (SEE SCHEDULE ` (INTERIOR) - ON SHEET 11) ( - ------�—_-- _--- NCRETE CONCRETE L_ - - _ \ ^ OUT IN -_ 11 ANCHORS® / 3 VARIES -03 90' * ce ('J VJ `-('/U a (•/•� 0 U T 6 1/2"MAX.SLACK { OUT 3 35 (EXTERIOR) HVE HVF** - HVD I1,4110AA,//i�ir��+ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Q- 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. ,��'1' ''��� s ' `'�=_ BERTHA HVTM Accordion Shutter System •� i L E C O 1 N C. A.S.S.A. H.V. BLADE#, W/OR W/0 H.V.WINDOW BLADE American Shutter Systems •t aya/ ( � ; TILLIi TESTING & ENGINEERING COMPANY y REV. DESCRIPTION GATE DRAWN 6Y: L.C. 6355 N.W.361R 51.,5!e.305,VIRpNW Gn.9°'S15.FLOROA S]lfi Association, Inc. OLD is-aB5 7/27/t DATE. o7/27/17 .<`•'•. 4268 Westroods Drive P°one:(105)871-1530,F°x:(305)871-1531 DRAWING No .--11:file°c°ae°Le°m West Polm Beach, FL 33407 4 ^V'OfYIt�>••�`Ijfj1 WPLTEfl a07UTiJr.P.E. 44 1 7—�C+7 FLORIN Uc•8 44167 SHEET P.E.'SEAL�SIGNATURE/DATE 8 OF 20 ALTERNATE INSTALLATION W/HV 'IT" LOCK 0 HV MALE/FEMALE 'IT" LOCKS CENTERMATES . 2n9 & LOCKERS (�3i W fIn HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 A 18 INSTALLATION (1) HV BLADE ti G"55 19►f HD CENTERMATES (3� S� ifs OUT sb ! IN I� EIAM�SIAC�O DETAIL KVF.INDMATED ON SHEET 8. h AS REEL AS W1 iaiSAL FLOATINGFIADE O OETA4 HiA-END, ®°"®•�„V�10•©°' ITm-CATED ON DES SHEET,MAY EE USED WITH THIS AJ-TERNATE SEE END WALL CONNECTION I 10•�5 a©-®�©•®" INSTAL1AMON DETaL HVG 5HGA7 IN THIS SHEET. DETAILS ON SHEETS 10 & Is oo (E083-TB N10Y)I1LY. I .® 35, 35 uxaE x/(sI vre rAxa4 J16' u11 (oPTlowy 4* (oanoNa) j ANT:H. rowuc9nr ---- -------------- — --- -- L----------------`------------------------- ----r (TAP/eoTrou) I TOa3/4'vns.o u' ({)JtO+t/]'6.45 TO NFt i /j B\O.4 FULL L0 12' # IN 4 H.v. 33 Q FAOT.WGL 0(IYP) J/ I N (4)H.V. rx s>.n reN 30 HV "T" PNS(TVP.) J/�. Puts(TYI \ scH U) 5 3 LOCK (INSIDE) 1 —� aN x[Er O � � I "----------- — — — — — ---- 51WI 0 5 t 28 29 1 t 1 wa 2 J/I' l J 5 35 OUT 31 oR 2 33 31 OR©P 31 oR 32 J 3 31 OR 32 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (aPnc u*i) *SEE NOTE 6 FOR W LOCK@, * W/ 7/8"0 x 3/32" WINGNUT. (oPrloNu)HDB-HVB OUT C�— VC 'T'LOCK,ON SHEET 5. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES Wf 2* LOCK (EXTERIOR) W/ 6-41 LOCK (JfJTERIORI t SERIFS 944a NJUMN"" HVG* (2024-T3 N1 U\GE TMNM)LARGE f ©m®a©• 7Oa On10•®a SHEET NUTSERT,PART 10/0820. — • 5- AS MA14UFACTURED VY AVOEL CHRY ®•ER TE#ORN,PARSIPPENY,NEW JERSEY ©•O7 •©m©•O•®p 07054 OR EQUAL 5•�8a1©•®°R©•®m 8•©u©9.®3w19.®5 L.1©•® 3 1Q �`EEE NOTE rx+LDCIONG Foos®u w®Laos ax swELr a UN VSAL FLOAPUG SV E©CURL WG-H M VALD SCR AIL MITOWATES APFUGTIONS'W EL E Q HDD—HVD** FLOATING STACK +tlfDlJller�p� E}1++� pj " FLORIDA BUILDING CODE(Non High Velocity Hurricane tone ••`.. ,✓ '� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM r :' 4 .y A S �, ccordion Shutter System L E O T N C. H.V.HV B RV.#, W/OR W/0 V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. O�� t /•� Y{ 6355 N.W.36'h.St,Sb.305.VIRGRM GARDENS.FLORA 331 Association, Inc. T OLD 15-085 7/27/1 DATE: 07/27/17 .1 4268 Westroods Drive 2 DRAWING No Yt r� Phone (305)871-1530.FO::(305)871-1531 tJ�oA�l1�• �r I1111 a Gaz t1teeccooccol.com West Palm Beach, FL 33407 3 1 7_,�07 r/rl/\T9rj1'1 1VALTER A.TIWT Jr.P.E. 5 SHEET rLORIDA Lie.J 44167 P.E. SEAL/SIGNATURE/DATE s 9 OF 20 [ - � C NCRETE BLOCK WALL BLOCK WALL REQUIRED � S � - SCHEDULE W1 SCHEDULE W2 SCHEDULE W3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" S• rt.. FOR INSTALLATIONS W M INSTALLATION ND '-- -• (ft.). ) NTERM T & or or OR "L-" (ft.) FOR R "L-" (ft.) ItJSTALLATIONS Ste- ® ® INSTALLATIONS VI/ POSING �%V, T CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or or or N M 1 &® & y,J/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE 14 LOCK or or® OR Wf NO LOCKING WALL A, 8, C. D. E. M, N, 0, P, O, ws:DES ALLOWABLE VPRESSURE RgTINC 0.GIVEN NEGATIVE CENTERMAIE@ 18® 29 W/ ONE W/ NO LOCKING RODS ® RODS MOUNTING F, K & L R, S. & V. Fg)-T- LOCK 30 W/TWO LC(( NG (SEE NOTES t.ft) FOR L50UtaING 11 0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR (VALID RODS 35 NtMT((1O1''TTP�GG& BOTTOM tASEE SHEET 7) FLOOR/CEILING G. H, 1, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRE[E-dc tOO INSTALLATIDNS 6 CONCRETE&WOOD CONCRETE MOUNTING & M v.Awuuu D.DM INSTALLATIONS L'"�`°� INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ,LSD.DESIDN As.D.DE9Dxes.D.DLcE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. FRfsuRE WALL MOUNTING FLOOR CEIUNG PRESSURE WALL MOUNTING PRESSURE runnG MOUNTING RAnNG & RAnNc FLOOR/CMUNRC MODH,ING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (P-C) (P•etJ FLOOR/cfluNc MOUNTING te•sf•) DETERMINE MAXIMUM SPAN "L—" FROM SCHEDULE. I.DR_) (+GR—) FLOOR TALL m2L! NG /•, L+ (R) L-(R) L 7 (N) L-(R) L+ (ft) L-(ft) l t (R) L-(ft) 6 !.W(IMULi SHUTTER SPA14 'L+'OP. "L " FOR 30 OR LES 16'-0" 16'-0' 16'-0' 16'-0' 30 16'-0' 16'-0' 30 16•-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10" 15'-2' 16'-0" 35 14'-IO" 35 15'-2' 16'-10" 105 pSt.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND "L-° 40 13'-10" 13'-10• 14'-2" 15'-2" 40 13'-10" 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' �4473'-4" 14'-]" •r HV CORNER CENTERMATE n°3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7' 50 12'-5" 12'-5' 12-3 13-1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSVJ/FLOOR/CEIUNG MOUNTINGS: 55 11'-10" 11'-10' 12'-1" 12'-11' 5571'-10' 11-1 11-11 SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 1 V-4' 1 V-4' 1 V-7" 12'-4' 60 i t'-4' 11'-4' 1o•-2' Io'-11' NOTE#5, SHEET 5. RATING: 65 10•-10' 10'-10' 11'-1' 11'-11' 65 10'-10• 10'-10• 9'-5" DETERMINE: U+= MM. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 1o'-6" 10'-9' 11'-5" 70 10'-6" 10'-6' 70 8'-9' 9-4' L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 70'-1' 10'-1" 10'-4- IV-1" 75 70'-1' 10'-7' 75 - 8'-9' 'rt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-10" 9'-10' 10•-0" 10-9' 80 9•-10• 9-10" SPAN"L+-OR "L AND MAXIMUM AS.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 76" 9'-6• 9'-9• ,0'-5' 85 9'-6' 9'-6" PRESSURE.RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9'-3' V-5' ID•-1" 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9•-2" 9'-10" 95 9'-0' 8'-9" LIMITED TO +64,-72 ps f. AND 8'-C" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0' 9'-7' 100 8'-9' 8'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9'-4" 105 8'-7- 7'-11' 110 8'-4• 7'-7" 8'-7" 9'-2' 110 6'-4" 7'-7" AN MAXIMUM ALLOWABLE SPA14 IS EQUAL TO THE „5 6'-2- 7•-3" 6'-4° 6•-„• „5 6•-2- 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "Lt+°. "L2+", "Lt-"AND "L2-" 120 8'-0• 6'-11" 8'-2" 8'--9• 120 8'-0• V-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10" 6'-8"^ 8'-0' 8'-5" 125 7'-10• 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN ISO 7'-8" 6•-5" 7'-10" 8'-1' 130 7'-e• 6•-5• PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 6'-2' 7'-9' 7'-9' 135 7'-7" 6'-2' MINIMUM SPACING. WIND ZONE 140 7'-5' S'-11' 7'-7' 7'-6" 140 7'-s" '-„s ASTM E-1996 SEPARATION 145 7•-3" V-9" 7'-5• 7'-3' J45 7'-3' 5'-9' T� GLASS 150 7--2" 5-7" 7'-4' T-0• 150 7'-2" 1 5'-7' 155 -2" W-9" 155 7'-o 5'-5" 1 THRU 3 1" 160 W-11" 5'-2" 7'-1" 1 6'-7" 160 6'-11" 5'-2" 165 6'-10' 5'-1' 7•-0' 6'-4- 165 W-10' 5'-1- 170 6'-9" 4'-11' V-11" 6'-2' 170 6'-9' 4'-11" 175 67-7- 4'-9' 6'-9' 6'-0' 175 6'-7' 4'-9' 180 6'-6" 4'-8"- 6'-8" 5'-10" 180 6•-6" 4'-8" H V B LA D E 185 6'-5' 4'-6" 6'-7' 5'-8• 185 W-5" 4'-6" 190 6'-4' 4'-5• W-6• 5'-6• 190 6'-4" 4'-5' 195 fi-3' 4'-3' 6'-5• 5'-5' 195 6'-3' 4'-3" 000 6'-2' 4'-2" 6'-4' S'-3• 2004'-2" 205 6'-1' 4'-1" 6'-3' 5'-1' 205 6'-1• . FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone• ' �,..... �' 02017 TILTECO,INC. ®2D17 EASTERN METAL SUPPLY, INC. �y'GENSF':`;P? BERTHA HVTM A S S Accordion Shutter System 1 L E C 0 1 N C. . . . • H.V. BI1DE#, W/OR W/0 H.V. WItJ>bYV BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Lv-N DescalPrlDN DATE DRAWN BY.MLO:Y. Le. �V•• !�- U�' ��,<< Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 R355 N.W.36".St.,Ste.305.MGMGARDENS.FLORIDA 3316 F 71 Phone:(305)871-1530.Far:(305)e71-1531 4268 Westroads Drive 2 DRAWING No e-mail:clleocOem.<om West Palm Beach, FL 33407 3 WALTER A'7JLUT1 Jr.P.E. 4 —1 07 MORIDA Lie.®44157 5 SHEET P.E. SEA E 6 11 OF 20 . . :...•: � . .q• r: 11.E �lll.. 5i • .. :111 EIS. .I 0 1 INIVeivi;; ••.•Z LeW 19,111 JI.�. +1' r: 1. :III �: •�.:i .� .•' . .• SOMME g MHO ®mlfa IMAIMq noDM®mmM"IMM"0miI7000aiiQlmmE1 DO®QOOOOOD® mmmOE�ldi�[!m fIM IRS mmfaE7O. 0[3"IMIR O0L10mm0F� DDi IESIEM 000t] mm00000 m mE11000©mmmEa[iO0[�mm0 ODQl7m®®IDE� pOO[1OO/7t1OO� mmm[�DaQof0IIIM M 00IDm0[1000[iIDmmoDOIN mIN= MMIMQQQQQQQQ �mm0000�[10®m®0p0p000QILlmmOd00[>>MEN IN WE mm0E77f�0l�nQD000Q®0 m®mEO7O"MMM®o[700oOmmm0a0nflmmmpnod omum MmnnnnnnonM© {6{�!m[FIDQ00©m mfi70[�00[�ID®m®m000p0p[7IDm0000aQ mmQ][�MMMM CIOOOOQQ® ®m®®m00nIDoo®®oAd00En in O[�Om®KIM""= Din Mrom oO�IKMQOO . m®lmodnntam®000O 00Aomoa©� [ Nm ®oMEO mmeMA Qno"RAP®®o mm0E�0®©QmNunn gummmm0E1000mmM®Onnamm�F�io�OonOop039HIM® mm>ann®nQmmm Qar�Qmlmmornor�ommmnntoQQasma�v mm1¢7E10©ne+1 mmmo000ammm0O0®®IDmID[7�1000mmI0F7®LlOa[iaar7o®Q© ¢lmiaan©QammmQnnaa mmEan00®mm0[7©QQCimmm00�1On..OQl7m®0 ®omiIMMIMM ifIDmmmE70�©©ppmmmnnnonmmOmnOQn ®o ®nondOa[17®0©a m1aIDOOnam®Q]tE10®E�oOalmi�HBO EMINNIS i000mim®®mmm�n000nn0000®o ' m®mME920 M®mf0DOo0om® DOoom®mOOO�om®mmOooQnoDoOa©Do �m®m®©Ooomom0mom 0®OOm ©b p0p =mffl00u�000"Q®O©Qa •. .- mmi3OmnnammmE»ODnaIDmfl7F700namm�QQOCfom®w®®OOOQO"al"go O IM IMMIU 7IDOQamIUM ®Onas•mm000nommoQQQQQmEUMERM Qi7dOR�©DODO mmSIMMIM naIDmISM EB QIDmfm[�OnnQmmm©QOQnmmmo®OOQQQAOQC�3Q© In mQOQQ6lmm0®MES IN 0In=0Om®®si0o000®rr� oQ000nfAa�©IDoo mm�ona�lammnvoQQmmmnnonamm noaa Ka"InWOOK atlIMMIMIna m m mmEm©®Qnammw©®onommmonooQ®t�nOannMM MMMOQOda ammCIS ®®�OOii mKUM lmnn amm©ppono�jopnoI M mwm©Inn n I nd®msa IDmm�iQonammmmmo©e®dm®0006imO�nOQSmmmmoovo�n �a©000 mmE1m©OnL7 0®pppp nn06/!®mOonnQmmOQQnnQ[�iOnQn Q ©Q QnQ Oa0®q nn mmi7a�OnL�mmoOOOnQ mmQ7Qnaiaa m m©QOo�a mQ�nIIIQ 00000©oo ' mmDa On mm L7CinpnmmOnnnQQ�1E8CiQdn MENon O mmt IQOQQOIDmOQOOM mmQ]QCiOQa0�]mQQnOnnmmQMMIM OOQm®aOa mm®Qoona IDmmnonnQ mmmnonoQ�IOQpQOIQoa EIomQonnpa ooc�m©noo IM IN o000om®moo0oo®®®®0000OUMEM Oo0Oo®d00o a�mmMonnQ®�inoonQn®mr�savmnnniaQ©E>a0a �min nna mnnOOO mmnQQn000®OQOOQQD[m QnQOO�R�i®QORie _ mmltaQOAQoo�miaononl0amKKIMIM MMoUMMo�o�oM�n�n'�'n�olo�o�nan®oo a mma000E m®000000mmovQonQ®oMINK QQ�emnQQOQOnioaim•anna ®mmnQOlQQaasmonnnoQmmnQQrnaQoi©nQonQQOloneaoon000©©000a s • mmQOn IN an MIM Q amOnrOOnnQmmOQOOOaDO�O®COOa ' monaonnom Q a KUMQo�QInn==Q m1lwnoonn om©000 IMM =oonnm�o�mmQm�imoaoonawlIMMMlM JIaoaoion�oo"MIMU voo �mOnaOOOO nCloonQ nnQOOQOmO O O1mO anono ®© O a nnQnonQmmnQomnQm�iono�nQn meam�o9n�Qmmmnnnnom000H- MEM oOni�OOQoOnQO nnmOn OOOoDOnnoO QD 1vQ000anfal®®©nna monnonaa nnaoonamoonooQoNo=Q nQQmnnn•aonao®©©Mona 0000mgomoQaovvomovvaolnoomol�i ooniovom0000ns 11nn�in©oo • mO iSO0�0Ql000OOME mom NOMM000Su® HIM MIMOO��00000 �il� � l t< ` • • • r • • a• +• oar . -- - MAXIMUM ANCHOR$ SPACING (in) SCHEDULE FOR A MEN MAX SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DEM RE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALL AT10NS (SEE MOUNTINGS E,G,&H ON SIEEIS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREW/CONCRETE BLOCK POURED OONCRE7E (A) TO EXISTING POURED CONCRETE(Min.Vc-3 k9i) NA10T711N QE WALL SILL MOUNTING ©CEILING MOUNTING @ FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. (Min.f'c=3 kai) SPANANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. (Min.PCs 3 ksU IN) kSD.IXSGN NEG11DE PRESSURE RUING(TT)ASD.DESIGN NEGVNE PRESSURE RATING a) OL C4N IFGA1m PRESSURE RUING 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc -2 ksi) 36 40 60 75 90 120 160 205 30 40 60 75 9D 720 160 205 JO 40 60 75 90 120,60 205 TAPCON OR - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. u L2 10 9 a e B 5.5 14 112 t0 1 9 a e 1 6 6 14 12 10 9 a B 6 6 THREADFORM TECHNOLOGY (Min Yc=3 ksi) 3'-0' 14 12 10 9 8 e 6 6 14 112 TO 9 8 8 6 6 14 12 10 9 8 0 8 B ALL POINTS SOLID-SET OR LESS 14 12 10 9 e 8 6 6 14 12 fO 9 B e 6 6 f4 12 10 9 e 8 6 5 BLUE TAP W/CAP NOTES: 14 f2 f0 9 e 8 6 7 14 112 70 B 8 8 6 6 14 12 10 9 B 8 6 6 TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ t4 12 10 9 8 7 5S 3.5 14 12 10 9 B 8 a 5 14 12 10 9 e 8 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4,^0 14 12 f0 9 a B 6 6 14 12 10 9 8 8 6 6 t4 12 10 9 B 8 6 5.5 f4 12 t0 9 e e 6 { 14 12 to 9 B e 6 {5 14 12 10 9 e 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/470 IT 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO d3eaMENT 14 1 12 110 1 9 8 8 6 4.5 14 112 f0 9 B 8 6 55 14 12 10 9 8 0 6 4S INTO STUCCO SHALT.BE PERMITTED. 1/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO ♦SEE 0N-S OF USE FOR t4 12 10 9 7.5 55 3.5 - 14 12 10 9 B e 6 5 14 12 10 8 B 7 SS 4 auD�Ov Sn27 19 EX,ST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 5'-O" 14 12 10 9 B 8 6 6. 14 12 TO 9 B a 6 55 14 12 10 9 B 8 6 4.5 14 /2 10 9 e 7 4 - fa t2 l0 9 e 65 5 33 la 12 10 a 6.5 5 J.5 ] A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, /4 72 10 9 8 75 45 - f4 12 t0 9 e e 6 4S a 12 t0 9 e 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SFWl BE AS INDICATED ON 14 12 9.5 7.5 8.5 4.5 - - 14 12 10 9 e 75 55 4 14 12 10 9 e 6 4.5 3.5 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR ETS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'•-0' t4 1z 10 9 8 8 6 - 14 12 10 9 5 a a 5 14 12 10 9 e 6.5 5 3.5 INSTALLATION INTO dF5 WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 L5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - (B) TO EXISTING CONCRETE BLOCK:(ASTIR C-90) 14 12 10 9 e 6 - - f4 12 10 9 6 65 5 3.75 14 12 10 8.5 8 5 4 - - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 B 63 5S 3 - - 14 12 10 9 a 65 4S 3.5 14 12 f0 8 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7,_0. 14 12 10 9 8 8 - - 14 12 To 9 a 7 S 4 14 12 10 9 7.5 5.5 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 t2 10 8 6.5 4 - - 14 12 9 7.5 a 45 J.5 - 14 0.5 7 5.5 4.5 ].5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS•INC..AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY /4 f2 t0 8.5 7 4 - - 1a 12 10 9 7.5 55 4 - 14 12 9 7 7.5 45 - - COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS.ASSOCIATION.INC. 14 11 7 SS 4.5' - - 74 12 70 9 75 3.9 4 - 14 12 9 7 B 45 3 14 12 10 9 8 65 - - 14 12 10 9 8 6 4 - 14 f2 10 8 8.5 9 3.S - NOTES: 14 12 eS 7 SS 3 - - 14 12 a 6.5 55 4 3 - 25 95 6 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7S 6 - 14 12 9S 8 65 5 - 14 12 B e 05 4 - - WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS IS 1'. 13 95 63 5 35 - - - 14 12 10 8 85 5 - - 14 12 8 6.5 5 4 - - 9' 0" t4 12 10 9 8 - - - 14 12 10 9 7.5 4.6 - - 14 12 e.s 7 5.5 { - - B.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO H 11S 7S 6 4 - 14 11 7 SS 5 ]5 - 11 8 SS 4.5 ]3 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 19 12 a 6S 4.5 - - 14 12 BS 7 SS 4 - 14 105 7 5.5 6 4.5 - - EXIST,AND 1'RIINIMUM FOR Y1PLL5 WITH NO STUCCO. 71.5 a5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 f 1 7 15.514.5 3.5 - - t4 12 10 9 7.5 - - - 14 12 fo a 63 5 - - 14 12[5.. e S 4 - - B.3) IN CASE THAT PRECAST STORE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10-0' 14 105 7 5 3.5 - - - 13 9.5 65 5 4 3 - - 10 75 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 i1 7S SS - - 14 1.5 9 6 5 4 - - TS 9.5 5 4 4 - - NOTES BA)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 103 e 5 - 74 12 B 5.5 &5 4 - 13 10 5 a J - - FOR INSTALLATION INTO dF5 WITH METAL STUDS SEE SHEET 20. 11'-O" 14 f2 10 _ - _ _ _ 14 12 9 7 6 45 - - to 05SS[45 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 12S B.5 S 12 9 B 45 4 S - - 9 7 3"S - - - 14 10 7 - - - - - 74 105 7 5.5 4.5 - - - 715 85 4S - - (D) SEE SCHEDULE BELOY!FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. B.5 7 4.5 - - - - - 14 115 7.5 6 5 - - - 12 94.5 - - - t4 t2 10 - - - - - tt 12 s 6.5 SS - - - 13 t0 5 FDCE DIRTAN� VERSUS SPACING SCHEDULE FOR ANCHORS12-0 755 4.5 - - - - - 1f B 55 4 3S - - - 9 6 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING ._S 9.5 6 - - - - 13 9.5 8.5 5 4 - - - O5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN'ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.E - - 14 10.5 7 5.5 4.S - - 11 B.S 55 4.5 - - - REDUCED SPACING OBTAINED USING FACTOR S10LLL NOT BE LESS THAN MINIMUM SPAC114G INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 115 7.5 6 5 - 12 9 6 45 - - - FACTOR ,0.5 e - - - - - - 10 7.5 5 4 3 - 7.s s.5 4 3 ACTUAL TAPCON WITH ADVqAN TAPPER + 12-9 as - - - - - - 12 9 s 4.5 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON AL POINT SOLID SET BLUE TAP W/CAP 8 6 - - I- - - - 13 95 &s 5 - - - - 0.5 7S 5 4 - - - - V BLADE OR DICTANCE THREADFORM TECH MIN.SPACING 74 12 - - - - - - 14 105 7 5.5 - - - - 11 0.5 53 4.5 - _ _ _ E.D. MIN.SPACING r 3" MIN.SPACING MIN.SPACING-3 1/2' MIN.SPACING m 3' 3 3/4' 4'14^0" Tp 73 - - - - - - 9 7 4.5 35 - - - - 7 5 35 J - - - - V BLADE W POURED CONCRETE& ROM Ca\CFETE CONCR POURED CONCRETE& POURED CONCRETE&poURM CmTEe - - 11 B 5.5 45 - - - - 9 83 4.5 - - - - - ' DO CONCRETE BLOCK 1DL ED.=31/M"LAN C MN ED.•31CONCRETE 0CK CONM(NR£fE B30CK MN FA.•3 1/2'MAL ED.•21/YLRL E.O.=3'7.5 - - - - - - - 12 9 6 - - - - - 9.5 7 4S - - - - - 3• 1.0 0.90 0.78 1.0 O.B4 to 15'-0' t4 - - - - - - - 134 10 65 - - - - - 0.5 8 5 - - - - - BLADE WORKING _ - _es s.s 4 - - - - - 85 s 3 - - - - - IN UNISON ♦ z 1/2• 0.81 o.fT7 t.o os a 5 - es s a 2 - 0.71 _ _ 0.51 - 715&5 5S - - - - 9 6S 4S - - - - - 1 3/4' 14 - - - - - - - 2S 9.5 6 - - - - - 7C 7S 5 - - - - - 1 1J2' - B 8 6 4 _ _ _ _ _ 6 4.5 3 5 - - - - B 6 4 -T FLORIDA BUILDING CODE(Non High Velocity HuElirricane Zone °0,4IIE�1T``•......:. ��/;= 92017 TILTECO,INC. ©2017 BERTHAEASTERN METAL BMHLVTM A S S A■ Accordion Shutter System ■ ■ ■ o I L E C O 1tJC. �,?• � ttv. MADE#1 w/OR w/o H.V.NANDOW etADE b > American Shutter S stems •fl: �J �� `� TILLIT TESTING & ENGINEERING COMPANY y REV.Ho DLacINPnON DATE DRAWN BY. LC. �O Tg7F OF 6355 N.".36N.6L,Ste.305,MRON.WDNS.FLCNID7 331SE Association, Inc. f OLD 15-085 07/27/17 DATE: 07/27/17 Ph-:(305)87I-1530.Fax:(305)B71-1531 4268 Westroads Drive 2 DRAWING No ���1•"'•.�RIDP..����.III° a-maEe��100067191.com West Palm Beach, FL 33407 3 17-107 O ••'•'•• tI1 VIALTER A.TILLIT Jr.P.E. 4 N/, N� �I FLORIDA Ue.#44167 5 SHEET P.E. AT{�RE DATE 1 6 13 OF 20 MAXIMU (!II.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN, A_S 0 DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INMLLATIONS (SEE MOUNTINGS 1,J.K k L ON SHEET 7) POURED CONCRETE POURED CONCRETE fbNCRETE BLOCK ANCHORS SPACING LEGEND WAVVlALK OVER h TRENCH RANGUARD MOUNTING (R)WALL/FLOORLL/FLOOR MOUNTING ©WALL/VIALK OVER MOUNTING SPAN II QQUN➢NGS 0 TAPCON OR (R) SO.OB24 MANE PRESSafic RAMC W ASD.OM21 nEGATNE PRESSURE RATNG(0 AS.D.DESIGN NnTNE PRES41RE RATING(p AS.D.DES.10 9E'GONE FRESS19iE RATOW(p7 TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 2O5 30 4016 75 90 120 160 205 30 40160 75 90 720 160 205 THREADFORM TECHNOLOGY 14 12 110 1 9 8 18 6 6 12 112 I2 112 12 11.518Z 65 7 7 7 7 7 1 7 7 15.5 5 5 1 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0' 14 12 110 1 9 8 18 8 6 12 ,2 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 12 12 05 8 6 %S 7 7 7 7 7 7 7 6.6 5 5 5 5 5 5 5 5 1{ 12 10 9 a 8 6 5 12 12 12 12 12 f0 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 70 9 B 8 5 6 12 12 12 12 1,5 85 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 72 12 12 12 12 95 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 9 6 6 Q 12 12 9.5 9 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 S 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 s 5 5 14 12 10 s a e 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 K5 4 3 5 5 5 5 5 5 4 S 5'-0• i4 12 I0 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 a 8 6 6 12 12 95 7.5 6 4.5-SS - 7 7 7 7 7 7 5 2.5 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 la 9 8 8 6 8 72 12 1.3 9 75 5.5 4 7 7 7 7 7 7 4.5 35 - 5 5 S 5 5 4.5 3.5 - SPECIFICATIONS W-0" 14 12 10 s e e 6 6 12 12 12 10 8 6 CS 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 74 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 55 4 S 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 /2 10 B 6.5 5 .73 - 7 7 7 7 7 6 4,5 - 5 5 5 5 8 5 4.5 i< /2 10 9 8 6 8 8 72 12 10 B 65 5 35 - 7 7 7 65 5.5 4 - S S S 5 5 4 3 7,-O. 74 12 10 9 B 8 6 6 12 12 12 9.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 B 8 fi ,2 10 65 5 4.5 J - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 5 3.5 J 14 12 10 9 B e s s lz 12 es 7 ss 4 7 7 7 7 7 s - - S s s 5 s s 4 0 VALID ONLY FOR U? TO +70, -75 14 12 tD 4 8 a fi - 2. 12 a5 7 K. 4 3 7 7 7 55 4.5 3 - - 5 5 5 5 4.5 35 - PSF AS.D DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 0.5 7.5 5 45 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 s 5 5 5 RATING & FOR SPANS PER 74 12 t9 9 e a 6 - 12 9 s 4.s 4 3 - - 7 7 7 7 5.5 4 - - 5 5 s 5 5 4 3 - SCHEDULE #3, SHUT 11 14 12 10 9 8 8 6 12 11 7.5 B 5 .75 - 7 7 7 7.5 6 4.5 - - 5 5 5 5 5 45 - 14 12 10 9 8 8 12 1.5 7.5 6 5 J.5 - 7 7 0.5 5 4 - - - 5 5 3 5 4 3 9,_0. l4 12 10 9 8 8 - 12 12 9.5 65 55 4 3 - 7 7 7 T 7 T 6 3 5 5 5 5 5 5 5 5 14 12 10 7 7 7 B 5 3.5 - - 5 5 5 5 5 4 3 14 12 1. 9 8 8 - 12 10 8.5 5 45 - 7 7 7 65 5.5 - - - 5 5 5 5 5 4 - 14 12 /0 9 6 8 12 0.5 7 5.5 45 3.5 - 7 7 55 4.5 3.3 - - 5 5 5 4,5 35 - - - 10'-0"14 12 10 9 8 8 - 12 11 &5 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 S 5 5 5 S 45 14 12 10 9 8 8 - 95 7 4.5 3.5 3 7 7 7 5.5 4.3 - - - 5 5 5 5 45 3.5 - - 14 12 10 9 8 8 12 9 6 5 4 7 7 7 6 5 - - - 5 5 5 45 5 - - 14 12 10 9 8 8 12 95 6 5 4 3 7 7 5 4 J - _ - 5 5 5 4 3.5 - - - 14 . 10 9 8 8 - - 12 10 7 55 4.5 15 _ - 7 7 7 7 7 5 5 5 S 5 5 5 4 ( .^1 14 12 10 9 e e - - 85 6.5 4 3.5 3 - - 7 7 7 5 4 - - 5 5 5 5 . 3 - I J H V BLADE O N LY 14 12 10 $EI 8 - - it B 5.5 4 - - - - 7 7 7 55 4.5 - - - 5 5 5 S 4.5 - - - l4 12 70 is 8.5 5.5 45 3.5 - 7 7 4.5 3.5 - - _ - 5 5 45 35 S - - - 12'-0.14 12 10 - - - 12 9.6 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 14 12 10 7 7 55 4-9 3.5 - - - 5 5 5 4.5 4 314 12 10 10 7.5 5 4 7 7 6 5 - - - - 5 5 5 5 4 - - - 14 12 10 05 a 5 4 35 - 7 6.5 4.5 35 - - - - 5 5 45 35 3 - - - 14 12 10 - - - 15 8.5 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - S 5 S 5 5 5 35 14 12 {0 7 I5.5 357 7 5 4 3 - - - 5 5 5 4 3 - 14 12 10 9 7 4S .75 - 7 7 5.5 4.5 - 5 5 5 45 414 12 10 - - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 - 14'-0" 0.5 a 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 S 5 5 5 4 3 14 12 10 9 16.5 5 1 3 7 7 5 3.5 - - - - 5 5 5 - 14 12 10 9 - 85 6.5 d 7 7 5 4 - - - - 5 5 5 4 - - - 14 12 10 - - - _ 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - - - - - 5 5 3.5 3 - - A- 1215'-0' 14 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3-5 - - 5 5 5 5 5 5 14 12 10 6 4.5 3 7 7 45 3 - - 5 5 4.514 12 10 _ - - - - 6 4 - - _ _ 7 7 5 - - - - 5 5 5 414 12 10 5 BS 4 J.5 - 7 65 3.5 - - 5 5 35 - - -74 I2 10 - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.514 12 10 - - - - - 6 4.5 3 - - - - - 7 6.5 4 - - - - - 5 5 4 3.5 - -14 12 ,0 - - - 75 5.5 .75 - - - - - 7. u1!I.N H - - - - 5 5 4.5 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11111+_4�............. tr 132017 TILTECO,INC. �2017 EASTERN AfETAL SUPPLY, INC. a �i n�F,V BERTHA HVTM Accordion Shutter System `` I L E C O N C. A■S■S.A. H,V. a"#1 W/OR W/O H.V. WIMM BLADE • rf�/J� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev,N. DESCRIPTION DATE oRawN 8,: L.C. e:O•'. VVVTT111,CCC tl �� 6355 N.W.361h.SL,Sle.JOS VIIRGINt4 GARDENS.FLOMDA 3318 Association, Inc. I OLD 15-085 7/27/1 DATE-- 07/27/17 Phan.:(305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No ^Cs''•.,• lV.`4 lAA .-man:01-D...C" West Palm Beach, FL 33407 3 /�NpLtyv\','1A'1 WALTER A00TWT1Jr.P.E 5 7-1 O7 FLORIDA Ua 1 44167 SHEET P.E.'SEAvstVAfURE/DATE 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING.(p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING ('L) SCHEDULE FOR A GIVEN MAX $HQTrER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). �E3 LJ FEB !=-;TFZATF:=- SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 w/MIN.G=0.5S. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 V// MIN. G=0.36 PLYWOOD 00,41G 50 W/ W/ MIN. G-0.43 W MIN. G=0.36 MAXIMW SPAN(it) WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. 1vALL IAOUFlT1NO5 B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS M, N, O & R W & X M, N, O & R W & X M, N, 0 & R W & X P & Q S &V S &V S&V LU fIDT R)X.T PEW1 F9M(,� IDSGI RUZA RESAFE 04(P!) LF591I AlT MMF.FART(p) If971 hEM REM FARC(4 R3D1 Wilt FMRK F=({c� MVI NW-T MSAFF WIG(A .Mn 1.'=pwM DTN;((01 am R6MF RFM FR..Y,01 am Warr Ii1S48E FARG w ES6 ow um PPFSA F)M(A 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 6o 75 90 OS 30 40 I60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS •-T OR(ES 12 10 10 9 8 8 6 6 1616 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 )2 12 12 12 12 12 12 12 12 12 12 12 12 li 4'-0• 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 5 6 6 5 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9 e 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 '.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 a.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 I2 12 12 10 8,5 7'-0. 12 f0 10 9 6.5 4 6 6 E .5 4.5 4 72 t0 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3,5 - 6 6 6 15 14 3.5 6 5 4 a - - 12 12 12 12 12 12 T2 12 12 12 12 10. I2 12 12 0.58.5 7.5 8•-O' 72 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 155 6 5 .5 3.5 3 12 10 10 4 - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 72 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 55 g•_p' 12 10 10 5 3.5 - 6 6 5.5 .5 J.5 312 10 9 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10'-0- 12 10 7.5 a - - 6 6 5 4 3 - 12 10 6 6 4 .s 3 - 12 10 3 - - - ,53 - 6 5 - - - 12 12 12 12 1.8 9,5 12 12 12 0. 8.5 7.5 12 12 9 7 8 5 112 10 5,5 - 6 6 4.5- - 12 10 4.5 5.5 J.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8,5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-07 12 10 4.5 - - - 6 6 4 - - - 12 IO 3b 5 3.5- *12 - - - - 6 5 3.5- - - 6 5 - - - 12 12 12 1.5 9.5 B 12 12 11 8.5 7 6 12 7,5 7.5 6 5 4 IS-O� 12 10 6 6 - 12 1D4.5 - - - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 1208 6,5 5.5 12 O.5 7 5.5 4.5 4 14'-0' 12 10 - - - - 6 5.5 - - - - 12 7 4.5 - - - - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 72 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 126 - - - - - - - 5 - - - - - 6 - 12 12 11 75 5 l2 12 8.5 7 8 4 12 9 6 6 - 12 - - - - - - - - 5 - - - - 6 - - - - - 12 12 f0. 8.5 6.5 4 12 i2 8 6.5 5 3 11,58.5 5.5 n HV BLADE OR n HV BLADE W/ 1(A� HV WINDOW BLADE WORKING IN UNISON* •SEE UurtAnONe OF USE FOR BIPDE TON SHEET 1B + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No,2 W/G-045(N,D.S) - 1/4•0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EAIEEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUM W/G-D.36(N.D.S.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG,SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHO;/FAAFFR. ...... > FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 _ e 02017 TILTECO,INC. ©2017 EASTERN LIETAL SUPPLY, INC. 1F11 ......... �/� �L ••ti�Eni L/It=a BERTHA HVTM A■S.&A Accordion Shutter System KV. BLADE#1 W/OR W/O KV. WINDOW MAX .fl American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: LC. • �.,( ;• TILUT TESTING & ENGINEERING COMPANY 7 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 Q ,� �, 9Z 6J55 N.W.361h.Sl..Ste.205,VIRGINIA GMDENS.FLORPA 3318 268 IYes 1 Phone:(305)871-1530.Fax:(305)871-1531 4troads Drive 2 DRAWING No 11 a-m00t Ut...OaoLoom West Palm Beach, FL 33407 3 07 ss/aNAI E����?/7(11 YALTER A.T01LLR19r.P.E. 4 FLORIDA Lie.#44167 5 SHEET P.E. SF vst'14kRE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 2 HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WI H HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 Rsf, A.S.D.- DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & -- ' -- -1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4-0 TAPCON OR 1 _"•,, !' Y7/ 1 1/2'Alin.PENETRATION ✓ II TAPCON WITH ADVANCED HREADFORM TECHNOLOGY OF THREADED AREA TO I / ^� I IF'I:'I/.. 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING I Mat SEPARATION I I EXISTING'+:DOD HEADER. I'I HEADER.(SEE SCHEDULE ON SHEET 15) k TOG (cam 1 OR 1 f{ (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4'S.S, MACHINE SCHEDULE ON SHEET •'1 / I 'I 1 " I\ 1 ` l 4-4 �DR� r SCREWS W/ 1/4--20 NUTS 11 FOR BADE OAN5 III „ \ OR I `l ( ON SFM 19 FOR I I Y8 1 q I ® 12'O.C. I ,' •'.1 i + I s I \ / I \ it t'Min. Exlsnec E ryr�oFs ril m D GLASS--{I 1 1 OR 1J N C MALL-7 ( l {( III T FlNISHr .jL_OPTIONAL O / j Z WALL I '—'- I EXISTING G'MIN. '�STING MIN. FINISH i o f �oR� 9 2'x4'WO D O I ♦ EXI HEADER REQUIRED 1 DR O 1 2'x4'WO 0 1 4'o TAPCON OR TAPCON WITH ADVANCED ) 9 HEADER REQUIRED 1 4`` 1 IllI }11ii / EXISTING 1 MN.SEPARATIIXJ I{l 1 I 'i lI I lI —THREADFORM TECHNOLOGY W 1 1 2' GLASS---I TO� I I I I —� II i`} ,1 - Min.PENETRATION AD THREADED AREA TO Spr�,ULL (� { IAIN.SEPARATION TO GLASS i I II� •'! EXISTING Yt00D HEADER, (--- EXISTING 1 i ll SEE SCHEDULE ON SHEET 15 1t FCR EF➢E(DAND (SEE SCHEDULE QY SHEET 11) I `I I III'S •` �' I'*��%� ( ) 1 ON SHEET"19 FOR c115S�1 1; 11 V„'iIl_�I' \_2SCH DDNT. SILL j 6J.DE5 O& I T I PLATE REOb. OHV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION UM HV WALL HEADER INSTALLATION I A _ I EXISTING li MIN.SEPARATION TO GLASS I I 1 I ^ �_ IAIN.SEPARATION TO SHEET I 1 GLASS—' EXISTING ( (SEE SCHEDULE ON SHEET 11) Z/ I (SEE SCHEDULE ON SHEET 11) i I 4 IAIN.SEPARATION TO GLASS 1 t 1 GLASS-1 I I IXGLASS--j r % WOOD PL4T�E ly(SEE SCHEDULE ON SHEET 11) I' '(? i jI � r II' >< L �. .'G .! 1/4-0-2 3/4-S.S. { , REO'D. ) I �11/4'0-20z, S.S. 5 ( MACHINE SCRET7S I(�I� MACHINE SCREWS W .�l I a 12'O.C. p !�-J USING 1/4'-20 NUTS ' I I �I� WALL 1 E, I '\•, 111/4"-20 NUTS® 12' I t_1.--._J a ;2��i•;p �FINISH j I III j J ''� III D.C. NIP oR 18 13oR 15 III ' 2'4"CONT>— iv v',I I�� i 1 9 WOOD PLATE �^ L-EO REO'D. 1i { TIT 1..Min. (' DR� 11 'I 111 Yf� 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1 I 11I I '1 4i, I I /( - -1l it THREADFORM TECHNOLOGY W/ 1 1/2" �2'z4 CONT P Min. PENETRATION OF THREADED AREA TO I. 1 4.0 TAPCON OR TAPCON WITH ADVANCED � ft 11 I ,SILL PLATE h,� EXISTING WOOD HEADER. 1 1 I� - L 1 1 1, 1 4'0 TAPCON OR 1 y (SEE SCHEDULE ON SHEET 15) HREADFORM TECHNOLOGY W/ 1/2" 1'—)'�--- / El I'I Min,PENETRATION OF THREADED AREA INTO PLYT'f00D 'J TAPCON Will ADVANCED 1-SEE SHEET 4 FOR TYPICAL >` L 1 1 I HALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN•2'x4' 1/2'MIN.COX THRFAOFORM TECHNOLOGY SHUTTER ASSEMBLY."' L t .� PLYWOOD REO'D. 'YI/ 1/Y Alin.PENETRATION OF 2-MOUNTING SECTIONS CAN BE + `1/2'UIN.CDX PLYWOOD REQ'D. STUDS® 16"O.C.tAA%,� WALL MISe Tt1REA0ED AREA INTO PLYWOOD COMBINED M ANY WAY TO 1- REQ'D.PLW7000 TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION EXISTING MIN.2'x4-STUDS® IW,O.C. MAX.REQ`O. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH ---- -WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ©HV WALL SILL INSTALLATION ♦SEE UA!jACONS OF USE OF 0 P HV WALL SILL INSTALLATION F.B.C. fitADE(A ON SHEET 19 cCCA�A��.,,yp FLORIDA BUILDING CODE Non High Velocity Hurricane Lone 1114dd IS Fj� a2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. s�P ENS. A BERTHA HVTM 1 L E C O N Accordion Shutter System ITV. BLADE#1 W/OR W/0 KV. WINDOW BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter SystemsREV.R DESCRIMOU DATE DRANK BY: L.C. 6]56 N.N.3 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 . 6N,.BL,Ste.J06,WRWNIA GARDENS.FLORDA 3716 Q OF Phone:(305)871-1530.Fax:(305)671-1531 4268 Westroods Drive 2 L No _ <0 o—maB:6l00671ol.eom West Palm Beach, FL 33407 3 •••'••.�IDI�•':.V 1 EB-0006719 �VVf11 •••••••Pl���� L71Y YIALTER A TILUT Jr.P.E. 4 1 07 VI� JWr1S��/DASE FLORDA u°•6 4at67 s P.E�SfA 6 OF 20 - INSTALLATION-DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ff)ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf, A.S.D.—DESIGN A.S.D.-DESIGN PRESSURE RATING SEE SHEET 9 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON t�t/4"0 TAPCON OR 4'x8'(Min.)EXISTING 4�EQ I 2'MIN. `?,' ! TAPCON WITH ADVANCED WOOD BEAM REQUIRED. % (' i -- � EDGE(IF APPLICABLE) THREAOFORM TECHNOLOGY % �� \_,^) _. ' Y!/1 1 J2"Min.PENETRATION 1 4-0-2Ox3 4'S.S. STRUCTURAL ADEQUACY J _ :• OF THREADED AREA TO / / OF BE CERTIFIED WOOD BEAM EXISTING 141JOD HEADER. 1' PHILUPS TRUSS HEAD TO BE CERTIFIED E E --- I� IAin. MACHINE SCREWS REGISTERED ENGINEER OR �-'�+j ( _ —� EXISTING WOOD (SEE SCHEDULE ON SHEET 15) r W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO,-1--EO TRUSSES OR E^ l�_^0 ® 12'O.C. SHUTTER INSTALLATION. i 1/2' �• 1/2, RAFTER Q 24' ( j J O.C.REQUIRED 1/4'0 TAPCON OR f ` r' 13 DR 15 % �. THREAD WITH ADVANCED / /: �• EXISTING SOFFIT I z .257' THREADFORM TECHNOLOGY � ,1 J/ I� � 3/4•Max.THK. I/ ' �I ;•1 Max. V!/ 1 1/2'Min.PENETRATION EO' EO r OF THREADED AREA TO EOEQ-y%' iP1Gx3/+' , (6063�T6"ALL CONT.ALUM.TUBE OPTIONAL EXISTING W000 HEADER. I S.M.S. ALLOY) I�' I •T --,-..4 (SEE SCHEDULE ON SHEET 15) /J _Q or 13 or 15®6'O.C. i 11 Of 13 Of 15 FpCH 17AFTER aRRSCREWS TO LOCATE LAG SCREWS AT MIDWIOTH OF EXISTING WOOD EXISTING hurl 2'x4' 1 I I METABER. (2"Min.NOMINAL EXIST)NG-1 HEADER REO'D OPEN HOLE AT EACH WIDTH)V!/2'Min. CLA is 1I MIN.SEPARATION 70 GLASS I -I STUD TO ACCEPT (SEE SCHEDULE ON SHEET 11 EXISTING xi PENETRATION OF THREADED 1 ) GLASS-= 5/16'0 LAG SCREW AREA VALID FOR A I I j AT CENTER OF TUBE I INSTALLATIONS WITH 72pe1 '3PAF'marl 1 ( EXISTING I MAX.A.S.D.DESIGN LOAD AND t Mr mpN,1QI N W-O'MAX.SPAN.THIS ®HV WALL HEADER INSTALLATION EtTTo aim� GLASS— TD oA4 SOE INSTALLATION IS ONLY VAUD J III F�191g®RAND OOR �� ',11 eVN�O ET FOR WOOD YI/MIN. SPECIFIC w sIFtT 19 Foi (,�. GRAVITY OF 0.50 AS DOUGIlS 1-SEE SHEET 4 FOR TYPIM SHUTTER ASSD.ISLY ( ���� I BI���© 1 OR 'Ly'' FIR OR SOUTHERN PINE No.7, 2-MOU.4T"T SECTIONS CAN EE COMENED OT HV CEILING INSTALLATION AL R!NfDN'l'WAY TO SUIT ANY INSTAL1ATIOri U HV CEILING INSTALLATIO � I IOLa'�nss'x'(s� I '-'�JOR®� MIN. I I T TAN,SEPARATION ro GLASS I --!�1 L aK flan I I sEPARAnoN (SEE SCHEDULE ON SHEET 11) I I EXISTING, SHDEr —.I TO GLASS --� EXISTING II GLASS\ � � �� I I(SEE SCHEDULE CLASS.. I I 1 \� I ION SHEET 11) I I FOR y I I ANCHORTE I I EXISTING ) I I \ LOCATION F I\A- 11 1/4 1 J/6 um. cuss #tOx3/4"ftIX I I I 2"x6"LAIN.YJOrD ©* 7 318 MIN. �_WASHER HEAD TEK DECK REQUIRED Max. SCREWS® 12"o.e 1 � 13 OR 2'x6'MIN.WOOD (NO FINISH DECK REQUIRED(NC -�- _ - ALLOWED) 1 FINISH ALLOWED) - _ EDGE �--� __ 19 I EDGE OF DECK 172_ c- - -EDGE ,1-- - _ '- EDGE OF DECK Q IF APPLICABLE DECK IF - _ IF APPLICABLE I '9 1 1 slf T 0x3/4"S.S. _ �-_�_�-��,_�._ APPLICABLE 4 I c T 1/4'0 TAPCON OR 1' `PHILLIPS TRUSS HEAD � `2'-,.•'_~- I TAPCON WITH ADVANCED MiO' MACHINE SCREYIS ` "r~- I -- I 1/4•0 TAPCON OR TAPCON WITH ADV-ANCED 2"xa'caNt. ;I / / ___� !� / / 2 MIJL---� 1 THREADFORM TECHNOLOGY V! 1 a'-20 NUTS THREADFORM TECHIOLOGY W 1 1 2'Vn, SILL PLATE \ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED I REO'D. `I \L 14/ 1 1/2'Vn.PENETRATION A 12.O.C. .I OF THREADED AREA TO TECHNOLOGY YJ/ 1 1/2"Alin.PENETRATION OF THREADED AREA TO EXISTING WGOD HEADER.(SEE I EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) _—____ - (SEE SCHEDULE ON SHEET 15) SEE LIMB 1 OF USE FOR ( HV WALK=OVER INSTALLATION O HV WALL SILL INSTALLATION s LIMIT TEE W HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A`,y1 gy�' .••..........., /A 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. �10ENs •••.A'� BERTHA HVTM ' IL E C O ,N.. A,S,S,A. Accordion Shutter System N.V. RASE#1 W/OR W/0 H.V.WINDOW MADE • pq/.,� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems _N IT DESCRION DATE DRAWN EW LC. O '•/C 6J56 N.W.!6 h,5., e.J05,V FCNu OA9OD$,ROROA]JI Association, Inc. I OLD 15-085 )/27(1 GATE: 07/27/17 -- phone:(305)671-1530.Fax:(305)671-15J1 4268 Westroads Drive 2 •......•�•�\'`'11,1i4 a—tuck UIDIOaOt 0001 eom West Palm Beach67 9 , FL 33407 s DRAWING 1No07 NAL E WALTER A TILLIT Jr.P.E. FLORIDA Uc.8 44167 5 P.E. SEAL/SIGNATURE/DATE 6 SHEET 17 OF 20 I oR1�uy21w 4 • GENERALLMRATIONS AND CONDITIONS OF USE FOR BERTHA —, 1 r 1.141X.A.S.D.DESIGN PRESSURE RATING:r110, - 110 p.s.f. 2.MAX.SHUTTER SPAN:06' 3.ALLOWED MOUNTINGS:A.D.0&H ON SHEETS 6,7;AS WELL AS MOUNTINGS IA.0.T.U&W ON SHEETS 16&17. y.,ONLY CENTERMATES(2�l©(BOTH W/1n4 OR(2�)PRE ALLOWED WITH Z !— 4 ovR 5 RT ARRPl E.D IN A SY. EnQCCAL OR OPpo NC LAYOUT.IN CASE OF OPPO NG Ow 4 cn n Y._. 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF JaC CF1RE E TYP.EA END ♦ ♦ (3.0 HOLES)FOR(a PER BLAD SHALL OPENINGSSPACINGS SH0WNN ON SHEET 4 ONLY ALLOW A MAXIMUM OF 5 4 (0)MIN.CLEARANCE FRO/1�J TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� MAX.5 Y(INQGWS ♦ ♦ OF ANY 3'0 HOLE FOR Cam/SHALL BE 12•. ALLO--.AT HV VNNDOW BLADE 11 rr t WIDTH. (C)FIRST OR LAX BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV (D)NV WINDOW BLADE 1 W BE USED ALTERNATE TO A SOLD WBLADE lO THROUGHOUT SHUTTER'S OYH. a c ♦ ♦ ♦ ♦ (�CE MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID W♦ 0 ♦ ♦ BIACE TAT EDHFR SIDE OF THEM. SEE END WIN (F)POLYCARBONATE W WINDOW®SHALL BE INSTALLED so TABS FACE CONNECTION ♦ • ♦ 4 THE INTERIOR OF THE OPENING BEING PROTECTED.KV WINDOW MUST BE D (, J 1� J ONLY IN AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. DETAILS ON SHEETS ♦ ♦ tlQ LF ���...GGG �llY..00O INC. 10& 18 TYP. t�a= FULL t(EIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP P C4 1 &2 ABavE1- a� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). 8.MINIMUM Ll SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) N� `^ D H / TYP TOP&BOTTOM W OR�0R1 07 WIND ZONE MINIMUM SEPARATION TO GLASS UNLITJITED WIDY �:.� 1 THRU 3 1' ELEVATION ""' Ea;s0 TO 4 6.25' EXISTING CLA55 ----,--J�' EE SCHEWLE CPI 6HiT 11 FCH BLADE Cll�1 THIS SHEET FCR ELADES O&♦(A 5 ABOVE) w G 21PR27, TYP. SYMMETRICAL CENTERMA7E5 21 © \` W/'OR(t5�AND W/O(✓i(SE NOTE 4 ABOVE) 1 PLAN - 425 / TYPICAL n BY BLADE WORKING IN UNISON WITH HV WINDOW BLADE LA1 SHUTTER* �' ---- - - JJA�rt�rrsr.:.. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ID2017 TILTECO,INC, 02017 EASTERN METAL SUPPLY, INC. BERTNA HVTM A.S■S.A. Accordion Shutter System Yk �{ H.V. MAW#1 W/OR W/0 H.V. WINDOW BLADE `�•� �IA` r t TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. ,� �•'. �' t��� 8355 N.W.36N.St.,Ste._05,%IRMIA GARDENS,FLORIDA 3316 Assoelation, Inc. 1 OLD 1$-08$ 7/7)�1 DATE D7/27/17 Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 PY�s p ` moil:tlltecoO0ol.eom West Palm Beach, FL 33407 -DRAWINGNo�F EB-0008719 4 7—.T l o/ WALTER A TILLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA uR.A 44167 s SHEET 8 19 OF 20 'x 1.1/2-x 0.035"THICK INSTALLATIONS W/ n HV BLADE &. HV CENTERMATES �1 -�2.000'Max. - A-653 GRADE 40 Mn-_VARIES , INTO METAL STUD WALLS uo Z Mn.IA', G-60 CALM.STEEL 2'Max.I © .083` METAL STUDS AT 16"O.C. „Q, + 43b mg o• 0 0 -------- 1/2" f� a75" 3a 1[4"® NOMINAL GENERAL LIMITAjLONS AND CONDITIONS OF USE ALUMINUM SLEEVE 12 FOR BERTHA n HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY Li 3/4"x 6 1/4'x 0.035"THICK Mi.- 43c 43a /� I SYSTEM INSTALLATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL,1 C 6'O.C. O 6'O.C. SEPARATION TO GLASS SCHEDULE ASTM A-653 CRADE 40 W..G-60 I GALVANIZED FASTENED TO STUDS ; 1 ESIGN PRESSURE RATING: +75 - 75 (psf) Max. w/i2y g6x1/z^TEN scREws ON I FXISffi . MAX.. A.S.D.. .lG FINISH 39 I , INTERIOR&EXTERIOR FACE I AS APPLICABLE i 1 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I I w ASTM E-1996 SEPARATION - 43c LENGTH + I- MIN.SEPARATION I I 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS ExIsnNG GLAss— To 43 1/4"D3-200"' BOLT (SEE SCHEDULE) I 43 a 1 THRU 3 n•P 4, ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 MUST PENETRATE 43c 1" I ( ) °a WITH 21 ARRANGED A SY METRICAL LAYOUT. O i I i m USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" EXISTING FmISR + f INCLUDED AT�XiERIOR OR INTERIOR ACCESS SIDE OF 1'373" 1 -1 3/4"x 6 1/4'x 0.035'THICK!Jln., i .050' CON/.GALV.STEEL TRACK CHANNEL.; CAS APPLICABLE I I CENTERMATE. o i r ASTIA A-653 GRADE 40 MS ` ' �'_1.--1- II GALVANRED FASTENED TO STUDS I •� --Lm w/(z)16x1/2'TEK SCREWS ON `43c ( 43a nT— `lWERIOR&EXTERIOR FACE I ®6'O.C. 06'O.C. I `O a 1/4"4-20 THREADS r.-;_,+ ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1,4"0 ELCO CONSTRUCTION �n wt/2' 12 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FAR—LOK HD I 1 ---- --- 43b 1 "A'0.035"THICK ® 6•, o.�, COMPONENTS hfin.ASTMTM -653 GRADE 40 2?fAdx � Man.c-so caLv.16' WALL HEADER�SILL INSTALLATION METAL STUDS AT STE O.C. !Ain. .:.�I EXISTING FINISH AS APPLICABLE SCALE: 3/8"= i" 1 (TYP.TOP&BOTTOM) c-— 1 4 1/4".0.035 THICK U:m. NT GAL ::-EXISTING ON 1 1 ........ .. - GLASS 0 5V TRACK CHANNEL, ASTM A 653 GRADE 40 Min.G 60 •� •� �� � � � GALVANREp FASTENED TO STUDS I t 'TEK GREY t 2 6x 2 SCREWS SYMMETRYCAL ; I SYMMETRYCAL . �;. /(> / :,;>„ - - i - - .'i i+:• LAIN. SEPARATION VARIES I I INTERIOR&EXTERIOR FACE I 43a 43b 43c:... ..I I `:'_:::'.:.; i i :: Ili_:_•'`: :_; I.r. I I :`i`1; TO GLASS 2' I CENTERMATES W/:. CENTERMATES W :.,I ,. . . 11:. ..I i.,.._:..: I I!:,. !.-•_"'''' (SEE SCHEDULE) Max. i i ..:....... ---------------- -------------------------- r------ ----------------------i EXTERIOR ACCESS SIDE; TERIOR ACCESS SIDE: I 6'(TrnJ IN 6"Min.) IN --_—_—__ _—__---__—__—______—____ _-_—..______- --- _-_ _-____.._____________ _ _ _____-_ _____-1__- _____ ---------------------------- ---------- 24 -------------------------- ------------------� _ ----------- ------- --- - ------- 4 -'---------._._.—. �.- ---'-- --'-- - _ ___-- _ --._._._._._._.1.-- ---'--'-- Y -------------------_ ---- --------- ---- -- ---- ----'--- --- ---'- ------------------------ ----- ----- ------------------ -------- -- -- ----- -- - --- ---- ---- ---- --------------------- -- -- -- ------------------- -------------------- --r--- -------- - --- ---- ---- _ 1 21 - 21 121 + 21LocarED AT 12 --- �i I I [ VIEW Y HV HEADER/SILL ENDS ---------- ---- - ----- --- - ---- - - - -- ----- ----- - 4 12 /35(6"Min.) �-24 SIDE CONNECTION TO TRACK 1/4' 6 1/z" (ryp-) I a� �- 7" 6 1/2`MAX SLACK **� (Cont.) �VA HVB BLADE SLACK DETAIL HVF HVC _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone l� 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. ,I.,.{{T���•�'`� �e ,,1I`,,���\••\•EFJS C�J9�; BERTHA HVTM A S Accordion Shutter System SA 5 '�• �:O Nc. ■ ■ ■ ■ RV BADE#1 W/OR W/0 H,V. WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: LC, • 6355 N.W.]6th.St.,Ste.]O5,NROINIA GARDENS,RCRIDA 3316 Association, Inc. 1 OLD 15-085 7/27/1 GATE: 07/27/17 a; QSATDF' sl' Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 -mall:Nlteaooanl.eom West Palm Beach, FL 33407 s DRAWING No 4 ^ WALTER ALR7Jr.P.E. 1 7"-107 U,�pp , 44 FLORIDA U..j 44167 5 SHEETO o f ZO P.E. SEAL� }ATtl E/DATE