Loading...
HomeMy WebLinkAboutProduct approvals, accordions _ ,tom=i✓��„_�� ;��' ,.�• ,,.'.Y,.,:,: 8c's""meN Log in User Registration Nat Topics Submit Surcharge Stats A Facts Publications_ contact Us TBCIS Site Map Links Search db'or f ,_, 6�?I Product Approval File. COPY USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail — II x .. _ ���� —Iv/I`ll/IV/ 1' FL# FL389 R9 REVIEWED � ' Application Type Revision Code Version 2017 COD 'COMPLIANCE Application Status Approved 6�pp CIE COUNTY •7T■ G C®U 1� 6d Comments B®CC C`/ 1 Archived 666 666 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 lrodr'iguez@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. t Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FIL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1l.PDF FI-389 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 i 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#A Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminuminterlocking 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 F1369 119 1I AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM,PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SY TEMS 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 W-11"for 62 psf,9'-11" Created by Independent Third Party:Yes for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud 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 a cnr_ Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0".for+64,- FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f, REPORT.PDF 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 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No EL389 R9 Ii AMFRICAN SHUTTER SYSTEMS ASSOC INC Approved for use outside HVHZ;Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST•PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max, 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2,See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC: DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes n !Sack Ngxt i Contact li ;;2601 Stair Stone Road Tadahas eee F 37390 Phone:850-487.1874 The State of Florida Is an AA/EEO employer.eonvdaht 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-mcords request,do not send eleOranlc mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questfone,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,.2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,. please provide the Department with an email address which can be made.available to the public.To determine if you are a licensee under chapter 455,F.S.,please click hm.. Product Approval Accepts: I I GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN L'/IND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECIIONALITY 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 CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES n & 9 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEEP 1 IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.C.D.,AS TESTED,WERE NOT OVER STRESSED,A 33.R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 VMS USED FOR VERIFICATION OF FASTENERS IN 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 MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE© J0214.01-03, 00715.01-03,11004.01-05.#1214.131-05,80317.02-05.JOSQ9.01-10 AND F0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND WM E-1885 AREA 9• HV BLADE(11)AND HV WINDOW BLADE 11- 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 ® #0505,01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES %2.3) 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 AND HV WINDOW BLADE & 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 CENTERMATE DETAILS HV SHEET 8 3.BERTHA H.V.ACCORDION PINS (HV SCREWS).USED AT BULGES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#144.75-AND A14xl.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS,REGISTERED IMM AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE RV MARKING ON IttEIR HEAD. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 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 MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.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 CALVAN12ED 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 Q: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE 1Q&(9) WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12&X, WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT J6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3• HV WINDOW BLADE C1A1 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 AREA 4• HV WINDOW BLADE In ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LACKS. 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 JURISOIC-11ON 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.o.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE 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) SUE 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 IT. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1L1I7��•..• �A)' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. s��`, ���:ros�r :✓ ti BERTHA HVTM AS S A Accordion Shutter System . . . . H.V. MADE#1 W/OR W/O H.V. WINDOW BLADE ZIT b /p N� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EW,N. DESCRIPTION DATE DRAWM 0 LC. By I111 ttit :•[o , 0355 ILLY.3M.St.,Ste.305.Y,RWM CARGOS•F.011SA 331E Association, Inc. I OLD 15-085 7/27/1 DATE: 07/27/17 •' `V Phone:(705)871-1530.Fox:(305)871-1531 4268 LVestroads Drive z DRAWING No R1 `yY \P e-man:6lteeo0ool.aom West Palm Beach, FL 33407 3 _ �•'•........-•'���111E EB-OD06715 4 17—1 07 WALTFR A.TILL Jr.P.E. �OP1Ab� FLORIDA Uc.$4a167 5 SHEET P.E. f316NAYURE/DATE 6 1 OF 20 '/ \3•o FOR wauxx EVnc /. e6, ry VARIES 1,4 76 1.918 " 3a � o 0 0l Alai. 1.2C0' Z. col .9 H 4.371' � I 4385' I i �I C592 ygp . 4.857" 4 999' r .75"i 1 HV SO ID B DE GHV UNIVERSAL FLOATER a \ O5 yV g0'/180' STARTER COVERED N��� ' T� 5458179 _ QUAUFIED FOR USE W/ QUAUFIED FOR USE W/ HV BIs1DE�1 (Z:'Io: DI ECT OUN Hv BInDE�i1A HV WINDOW BLADEr 6005-T5 ALLOY AND TEMPER D FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 1•SEE LILIITATIONSOF USE OF BLADE ®ON SHEET 19 ALLOY A TEMPER .3731._ r m 6063-T6 ALLOY AND TEMPER 3.226' \, o .124 %y. .570' y° 2.670" .1.556" n� .994' 1.000' .670" 2.226" _ 72 $c _ 842' w 4.897' ' n 8 o .815' 2.092" ---•----- q�'c. G HV ADJ, ADAPTER W/LIP a.a3s 1�25J 1 375 0.072' I ---•----- 0.07i ._20 - 3.226" QUALIFIED FOR USE W/ HV �HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE(i) QUALIFIED FOR USE W/ HV C)HV TRENCH TRACK 55" 3.750" it 6063-T6 ALLOY TEMPER BLADE�) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A O TEMPER BLADE01ONLY. _1_ HV RAINGUARD BLADE(D ALLOY AND TEMPER QUALIFIED FOR UE W/ HV 6063-T6 ALLOY AND TEMPER =! ES ") 1.936- BLADE 1 1' 1.915" VARIES 1.93 6063-T6 ALLOY A D TEMPER tv 1AOY. ' 1.917" $ jI o 1083- -1 083- .100 I R �I .093, .09J''ono .12 o 'I .060' ,�ni' 6 0'. of i�� .93' .09•o A I .060" .OB'p ^I I 670 l , 670 1.686" �Z1� 670 t 3.529'' e7 1 3.520' I o .5 670 1 HV HEADER/SILL 11 HV CEILING HEADER 13) HD CEILING HEADERISILL Q IFIED FOR USE W/ HV BLADE i ONLY, QUAL - SE 14 HV BLA D L7 ONLY 6063-T6 0 AND TE ER QUALIFIED FOR USE W/ HV BLADE U 41 L I SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FO USE '!If HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(( ONLY 6063-T6 ALLOY A TEMPER T1 9 r -T- COMPONENT A B T1 T2 I X Y l 1' I 1' 0.062• 5'MAX.I4 1/8" 1/8' 1. (D88 I 2' S'MAXI 0.192' 1..1.2- x 16 SIDE ANGLES - (Z0) CORNER POSTS QUAUFIED FOR USE W/ HV U .19 2.5" 7'MAX. 0.190 0.190" UM ANGLES I QUALIFIED FOR USE W/ HV BLADE IU UALIFIED FOR USE W/ HV BLADE T 6063-T6 ALLOY AND TEMPER BLADEQt ONLY. 5[�A) 2" 5"MAX. 0.139" 0.131" 6063-T6 ALLOY AND TEMPER -T 60 6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �. }s ©2017 EASTERN IAETAL SUPPLY, INC. 11 . ... � 02017 TRTEco.INC. . ............. ` BERTHA HVTM L E-co ,... A.S■S■A■ Accordion Shutter System /,g, H.V. MADE#1 W/OR W/0 H.V.WNXYW a" �,JTeln��[� 3'fj TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev-No DESCRIPTION DATE DRAWN 0 LG. % TATE OI'' 6355 N.W.36:h.St.,St..305,NRG;NIA GMDENS.FIAR®A 3316 Association, Inc. 1 OLD 15-D65 7/27�1 DALE: D7f27f17 r„ i 4268 Westroods Drive 2 Q•i Phone:(305)871-1530.Fox:(]OS)871-1531 DRAWING No o-moa:DIt"01300I.00m West Palm Beach, FL 33407 3 ��Vy f•••r11v�•R���v 11t` WALTER A TILLITi.Ir.P.E. 4 �7��O7 FLO-QN Uc g 44167 5 SHEET P.E:SE��NA'kIF�E/DATE 6 2 OF 20 - 4.660' 29" III -I ��4p• I Lt.325' o0 v1I II I ? 6oC O�yry'0N.�o—j � I,I( '54' m�N m,tip I � ��I 1/4'-2.03 x1Y18/6"' � /,--20 ME CST FLAX Te-AD HDsiN IIN 4EL tH4.576" 45" 2.293• 0.334, (S.M.S. ® ,/OR'I-20 2.293• -745" hW EDED"GRESS m; cI USING RN CYL L R G.2t� BRASS 11YS(GHRDJE (COUE LATM a�< PLATED) 21 CE TE A P- ® V LOCK ® HV EGRESS LOCK ao. sp. QUALIFIED FOR U W HV BLADE & 1A ONLY 22 HV F 0 I G C o�yi .a75" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALL D TF ER Qua IED FOR USE W/ HV BLADE 1,& 1AYONLY BLADEQi & ONLY. BLADEQ& ®ONLY. - 6OE3-T6 ALLOY AND TEMPER '�3J1 HV OR -CENTER QUALIFIED FOR USE W/ HV BLADE 1 ONLY .zso'o.D. 2874" B063-T6 ALLOY AND TEMPER PLASTIC HEAD �33 MOLDED T 1.756' .922' <,045" -42 2.079" 1.753' �; 21 o n .360'AFTER RIVETING p c - EFORE RIVETING �vLS n n tea, 6 �: n 1/4"0^20 x 3/4"S.S. THUMBSCREW 1 4"0-'20 RI NUT* *SERIES 9444 ALUMINUM(2024 T3 ALLOY)LARGE FLANGE MIN m o I SHEET NUTSERT,PART Q 0820 AS UNWFACTUREO BY ANDEL fr v�o_ �I - 2.7so• I - L822" PLAN FRONT ELEVh,tOri HV MALE "T" LOCK CENTERMATE 4,566" CHERRY TEXTORN,PARSIPP NEW JERSEY 07054 OR EQUAL ry � HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® V LOCK J LOCKER FOR "T" LOCK CE TERMATE QUALIFIED FOR USE V!/ HV BADE(1vlONLY QUALIFIED FOR USE ALIFIED FOR USE 4!/ HV QUALIFIED FOR USE W/ HV BLADECONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV SLADE-pONLY W/HV BLADE01 ONLY_ BLADE 1QONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS 1.917' 15 ?.917 -I{ 3.161 " 4'+ 7. I F2 1 a THUMOTURN .063" �'v .063• '�'` I CYLINDER OR .214' -� m .a62 62 • ..- c j KEY CYLINDER --.m .214" `j e • Im'- h }� �- OU 711311 D N E MA E W 0 CKI G ROD D GE TE AT W LOCKING OD a 16 o .12s MOx.H N RM E j RaL &WILLE SE W/ HV BLADE 11 A QUALIFIED FOR USE W/ HV BLADE(j a a OY AND TEMPERHD CENTERMATE'S WSERT6063-T6 ALLOY AND TEMPER lEs, 1z"MIN, QUALIFIED FOR USE 4A T BLADE(1�& 1AY6063-T6 ALLOY AND TEMPER 0-2o S.S.Oft 3/8b-16 THUNDER N D TNLSB CREWS CYLINDERDEfNLS o OR KEY _1 •�l t5 1.57 Min. CriINDER 5.78"A1ax. CKING ROD A 5 0 ,/4'° 34 HD LOCK QR USE W/ HV BLADE(11 HV 3/8"t'�_16 ACETAL (3U HV 1/� 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ALLOY AND TEMPER .i �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& OA5 N WILL E A 7/16" HOLE THUMBSCREWS SERIES QUALIFIED FOR USE W/ HV BLADE �LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR 1�LL�yjj HV BLADE t t) FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone LL1L11�(LR F�. f� W2017 TILTECO,INC. Chi 2017 EASTERN ILfLTAL SUPPLY, INC. P:..`� �1,,�✓! BERTHA HVTM I L E C O N c. A.S■S.A. Accordion Shutter System H_v MADE#1 W/OR W/O H.V. WINDOW RAM American Shutter Systems 4EV.N DESCRIPTION DATE DRAWN 6Y, L.C. A TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-085 7/27/1 DATE: 07/27/17 �O . 6355 Nsr.360'.St-Sm.305,VIRGIN4 GARDENS.FLORMA 331E STATE nF 4268 6Vestroods Drive 2 DRAWING No ,f� \' Ph— (305)871-1530.Fox (305)871-1531 °-m°;I; West Palm Beach, FL 33407 3��`' ttl` ER-0006719 1 7_'07 4 �.,LA '•"'••"'• '.�V7! V'ALTER A,TILLIT Jr.P.E. V `'g IL FLORIOA U..R 44167 5 SHEET P.E. SEA� �IVA�JJJRc/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a° 41 12"MIN. GE ,0625' HV 1 HV 40 /-� ;I I TO BLADE TIP ^ O HV BLADE 1 � E E `1 .1675'F ,txiERIDR ,p625 .p625" 1�1 HV BLADE t A 1ry YnNDav BLADE .oszs' §FON -x9 ® BLADES I 'm OPENIN 1875' Y HV LONG RECESSED NYLON BUSHING 39 'I zo I�{ n KNUCKLE .0625 0.p625' r N (TYP) 1I 3� HV SHORT RECESSED NYLON BUSHING a'- �:J\ I .• •. 40 HV NYLON HAT WASHER OOR ® I 1�a o I i PLAT PORTION Rt.75oD� N y� I ..LpF gL ApE� °2 f � 3750' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I `= 49 o 40 ^ n 1��02.6750' X 0.870"x3/16" THICK NYLON WHEEL. CJ I I N 2 7/a"MIN. FN WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS Ell -- 315^0 CLEAR '. m3.00 SEPARATION 3.7500" .I BETWEEN .0625'�.0625" ps HV 1 3/4" ACCORDION PIN 1V/ 8 HEAD EXTERIOR :1+—' BCE ±5 3/4' cirnarl rOPENINGS^ NON CENTERS"�s 500' HV 2 3/4" ACCORDION PIN W/ #8 HEAD 4 " 2 t/aCLEAR POLYCARBONATE IMPACT RESISTANT M/WINDOW EeEN TYPICAL HV WINDOW BLADE AND I II I 39 T 5 POLYCARBONATE HV WINDOW DETAIL _ it OOR —® or ((SEE NO7E FOR I REQUIREMENTS) I OOR ® *POI POLYCARBONATE IMPACT RESISTANT HV WINDOW i I BAYER MA'•(ROLON 3103 POLYCARBOMATE * q; II.J Y I 12'MIN.CL CE RESINS, UV-STABILIZED GRADE OR SABIC TO BLADE BOTT M INNOVATIVE PLASTIC LEXAN 103 RESIN QUIREMIS AT EXTERIOR BLADE KNUCKLE FOR 4.if P�18 RE -1o� i I ! (SEE NOTE "F" ON SHEET 19). Hy w 1 � 01 OR ® ; i i g (1) HV PIN 4® SHALL ALWAYS BE USED AT ALL EXTERIOR R. { �' rn t SOURCES FOR SO 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO OR I ° 1 EXTERIOR POLYCARBONATE TE SOAPPUCABLE PEWT HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY TYPifAI.PROPERIF6 STANDARD nrr w�c�aes N.T.S. il' ,14V PIN©2 OR CC13 AT ;.}r RETEAflICE '�"`e�•'a (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT EXT RIOR BLAOE'S KNUCKLE.-\ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO 90.324' (SEE NOTE * FOR ' VEOnC GRAY ASTU D792 0.0A3 Ibl. 0.043 tD/in BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 1 �J REQUIREMENTS) k'"4•1 .D�$-•il � t y II� TumE no"'STR"S1M JSDI D619 9,Aw P...;. S.-DO P.s.i. (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER I m i iI; FLEXURALtAODUUS StREWTH Arnun ASDI0790 1zscDP.•." u,sDO p.,.L I I FLEXURAL UODULUS A9M D790 ]I0,000 ps!. ]AS.00D p.e.t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ej iI 'I' SHEET ©0 I' I:E NCD su Dzss a it-oA. n FT-bM FlB'!Ry r1•aA?eCTMSMc, WHEEL CARRIAGE DETAIL RACff r su AM D635 C-1 C-1 3 44AX �r3s. ASSEMBLY LAYOUT RATE ai 9u6N9 c As1Y D6]S c-T cuss C-1 cuss �N�,�y SELF ICr:tnCN A6f4 01929 10i0'i 9E0 4 ZXTNERW: AS111 OISS Ti241LE ST6ETGM AFTER'/iF VXAINC AS01 636 9302 P. EeAO () HV BLADE SOLID & CAA HV WINDOW BLADE DETAILS TEIISU STRESS BEFORE nFAMFAIND ASTM 636 9461°.''. EEED P.6.`. N.T.S. Ij7T A 67t1 . FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 1 n+~� 02017 ElsTERN METAL SUPPLY, INC. 'T`;�F •.'\zw"'.• ,•�,�L 0201)TILTECO.INC. BERTHA HVTM C Accordion Shutter Sy stemSSAH . a #1 w/OR w/o H.V. vnnmow Bls]DE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E`/•N DESCRIPTION DATE PRAWN BY: LC. A Association, Inc.Dri1 aLD Ts-cas 7/27/1 DATE: 07/27/17 6355 N.W.]:A.St.,Ste.3O5,NRGN6A OARD NS, -153LOROA]]78 4268 Westroads Drive 2 PnDD6:(305)871-:530.FmX:(sDs)an-1531 DRAWING No iiTT '14`�a �— e-mDR t9eeo6lo tol.cOm West Palm Beach, FL 33407 3 sV,Of9AL+i11A EB-00019r.P.E. 4 1/-7 —1 O7 WALTE FLORIDA U.c,Q 44167 5 SHEET _ P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 -�a1�,uT�w ��yq• °' ;z -U5, *NOTES ON HV LOCKS AND CENTERMATES: A B C G Gr1• 9 N N S T U ,wZS�• 1 ,(--S B S1W,2j 1. MANDATORY CONDITION #I, ONE HV LOCK�or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Q-�'� OR 12'ABOVE OR BE OW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK V or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO�OR 4- 1 I n CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 0a0a+ 5M 2, • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 106 �, LOCKS 2 qS OR� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES �2 ' OR SHALL BE AS INDICATED ON NOTE(1) ABOVE _ J LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ova-xve / 3. (yj IS USED_Iy/tW0 H.V. LOCKS) LOCKING RODS �` ARE NOT REQUIRED AT HURRICANE POSITION, BUT IMY I II 4 oaoR6 oRoR S✓ �4°'25 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 3�^OR AN ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �5= % 4. MANDATO CONDTION /2: ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK'S'or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, $- II ATTACHED TO 0.M CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 6 n HBG-MIC _ � � ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 3 g> $ 9 OR : ONE ALTERNATE HV LOCK QG MAY BE USE[ IN UEU OF HV LOCK or Q�FOR ANY SPAN AND � Sg•=A�€ �� INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK f2A MMY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT v "P313o OF t/4'0-20x3/4" S.S. THUMBSCREW TO�1 OR�?CENTERMATES SHALL BE MADE W/ t/4"0-20x3/4"ALUM. x D- I'm a, —DD-xvD ��p RTVNUf AS SHOWN ON SECTION HVE, SHEEP B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR T1'!0 LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION#3 FOR KDSMNE MOUNTING INSTALLATIONS,ATIONS, ONE M LOCK L or or 6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP J 1 TO 96 AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK q� or @5 or C5 MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK,ATTACHED TO�or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE El ID M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS (ES W/33 CONNECD t ` OR(57,,TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS O,I D T E N 1 J K L N P 0 a y W X SH EETS FULL R *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I } OF CORNER 1 AND CENTERMATES Q AND - - 11rvrt6o morn CENTERtAATE -ONE ALTERNATE HV"T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS 2j OR 23 FOR ANY SPAN AND STAUARON AT ANY ELEVATION. ALi NATE LOCK LSOgIAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT �;� OF LOCK S@ INCLUDES USING REINFORCING LOCKER i2J, AS SHOWN ON SECTION FIVG, SHEEP 9, WHICH MUSE BE 10,IJoR l.J�ate . oR CONNECTED TO CENTERMATES§AND @ W/ 1/4'0-20 x 1 1/2" LONG S.S. THREADED BOLT 1Y/7/8'0 x 3/32" �♦�. �� O WINGNUT OR W/ 1/4"0-200'S.S.M.S. INTO A 1/4'0x 5/8'RNNUT. LOCK MAY BE INSTALLED AT RIIOSPAN OR 12' 6 7 1 oR(6 +r7 •T8�R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS(L5 TOP AND BOTOM IS MANDATORY. 15,�SoRl�f'�8�J8 (7)_ _ @s•IJ.R('s• 15�R 12.5�A1 *NOTES ON HD LOCKS & CENTERMATES: CE6��RM�TE5 S34 OR 32 W/(3t:ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF TYPICAL J1 i HV BLADE SHUTTER ELEVATION HV LOCKS i2k OR 9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�1 MAY BE USED AS AN INSIDE OR OUTSID,F�LOCK.ATTACHMENT OF HO LOCK l4 TO(3'IS W/3#8 x 3/8"F.H. S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC.SHEET 10. LOCK MAY 8E INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS O_51 IS COMPLETELY OPTIONAL tI!/TY,F7"1.. FLORIDA BUILMNG COD on High Velocity urricone one LLL� ....•,••• /��+ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. .... EkS 515 BERTHA HVTM � ssaAccordion Shutter System �TESTING E C O 1 N C. H.V. #1 W/OR W/0 H.V. WINDOW BLADE l * TILLIT & ENGINEERING COMPANY American Shutter Systems Ev,N. DESCRIPTION DATE DIw•�N BY: L.C. +O:, A990Cidtion, Inc. 1 OLD 15-08s 7/27/1 DATE: 07/27/17 .. 6355 N.N.16th.St..Ste.303,\9RGNP G*SI)Da.FLCRCA 337e 4As Association, Drive 2 ` Phone:(305)871-1530.rox:(305)871-1531 DRAWING No .- I:WtecoO.W.... West Palm Beach, FL 33407 3 r_'07 .............r\' ii11 EB-0006778 4 AL E�11771! YAI7ER A.TILLR Jr.P.E. L� FLORIDA,ERLTIL A 441E7 5 SHEET P.E. SEAI:7 I (ATURE/DATE 6 5 OF 20 --CONCRETE ANCHORS POURED CONCRETE POURED 11 OR CONCRETE BLOCK POURED 1 (SEE SCHEDULE ON REQUIRED 1/4'0-2Ox3/4"S.S. CONCRETE SHEET 13) MACHINE SCREWS CONCRETE \ REQUIRED _`__"._.�i--". CONCRETE ANCHORS REQUIRED -t--�i FCR I:` / (SEE SCHEDULE CN Y!/ 1/4"-20 "�- CONCRETE HORS \ ' 17 18 SA EYSIONE(SEE l/JJYRNG©ON SHEET 7) ;/ SHEET 13) NUTS 0 12"O.C. /-/ / r �C 0 (SEE SCHEDUL N SHEET 13) lets- 1/4"0-20x3/4•S.S. EQ EQ MACHINE SCREWS EO EO k -K-' - ---- "USING 1/4"-20 NUTS -- - i9 r T7" /�:'1/2e 012"O.C. OR 15 --- t� (�' 13 OR 15 .250' Max. I T OPTIONAL I! I.' I" I OPTIONAL L c !�66=NkTICN , t TO GASS(3Z ' I rS} ! 1AE SEPARATION i0 GLASS I I L_1tGss�t6 lDAV 1�OR I 'I EG55�-(SEE SCHEDULE ON SHEEP 11) EXISTING I g (p SHEET a� t t ! 1 MIN.SEPARATION TO GLASS I{ 1 `- I GLASS—I tr_ F-(SEE SCHEDULE ON SHEET 11) EXISTING I GLASS t I; J HV WALL HEADER INSTALLATION OA V HE ER INSTAL ON t D HV WALL HEADER INSTALLATION + KEYSTONE I I EXISTING MIN.SEPARATION TO GLASS GLASS i ,�nAss(SEE i I i I t FOR i16♦ i i I i i t EXISTING (SEE SCHEDULE ON SHEET 11)' j r I 1 wi ON vEEr "—l'1 �7 MIN.SE N TO GLASS I I GLASS I ' I It FOR ELCEpSu� �I' !III `(SEE SC ON SHEET 17) aI SKEET NI FOi d dt!�{ t 1 OBOES G k fS,q r 1 r EXISTING OPTIONAL a!F@ CLASS—, I{1 I I_: . ,�E.b.• / I \OPTIONAL 1 oa O EDE. EO -Ed 13 OR 1 1/4"o-2ox3/4 S ' '2oR 1�4 1/4a-20x3/4^S.S.PHILLIPS EO EO PHILLI PS TRUS 1, V CONCRETE ANCHORS �L 1' 17 18 I MACHINE SCRE1 USING '--=---'i—ic SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS 1• 1/4"-20 NOT 12'O.C. / / CONCRETE ANCHORS I+,,•` \,/' ( VI 1 4"-20 NUTS 012'O.C. SEE SCHEDULE OR S'1EET 13 Mirt.w POURED CONCRETE SHEET 13) POURED CONCRETE J ( ) I 'f ' OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED (D) HV ALL SILL INSTALLATION (SEE SCHEDULE ON OF WALL SILL INSTALLATION POURED CONCRETE_-� EET 14) OR CONCRETE ELOCK WALL REQUIRED !�" HV Al L VLLINST LLAT N NOTE FOR CQlABINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E. D-- EDGE DISTANCE ♦ SEE LIIAITATIONS OF USE FOR �� H V BLADE ASSEFABLY (SEE SPECIFICATIONS ON SHEEP 73} BLADE iA ON SHEET 19 2-KID UTING SECTIONS CAN BE COMBINED IN A14Y WAY TO SUIT ANY INSTALLATION. N�1� '✓> _ LL" to T14 `' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone i^`• 02017 EASTERN METAL SUPPLY, INC. ,T •, 'Ar f/ ' 02017 TILTECO,INC. IYs�•'•' M1 BERTHA HV,. .4 7 A S A Accordion Shutter System L E C-6 .. ■ ■ ■ H.V. BLADE#1 W/OR W/O H.V. WINDOW BADE -'•Q e TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.W DESCRIPTION DATE DRAVIN BY: L.C. 6355 N.W.36th,6L,Ste.306,NRG.k1A CARDERS,FLOiWA 3316 Assoc Lion, Inc. 1 OLD 15-0e5 7/27/1 DATE_, 07/27/17 W 0, 4101?IDp`.•' �✓�,tA` 4268 Westroads Drive 2 Phone:(305)671-1530.Fax:(J0S)871-1537 DRAWING No 7 ......•—��'1-, a- Ol:6Re�asaa.aam West Palm Beach, FL 33407 3 1 7-1 07 0NAL 0 ol1' EB-0006719 4 r�^+rrr YIALTER A.TILUT Jr.Pc. rrr"'•, FLORIDA Uc.Q 44167 5 SHEET - - P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 SEE.ENO WALL.CON STION Q51AILSON SHEETS 10 18 SEE NOTES ON LOCKING RODS 3® HV LOCKS®or oUT I �/� INSTALLATIONS W/ 1 HV **S°DE SLACK ALTERNATE Al 1W I®V OIL rO S. N EXISTING GLASS BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED OR SE ,f1D WALL CONNECTION p r @°R No A F EXISTING GLASS DETAILS ON SHEETS 10 & 19 ©+O •QDR©•O7 •19°R a Q•®°RQ.OfR®•�QR 1 2"a2"at/8'aO'-2 ®•®�+O'13°++19'@ )j/ 3 1/4" 7• 6 1/2" 7" ' (6063 i8 ALLOY)ALUM. / OPPOSING SYMMETRYCAL Ij A14GLE Wf(2) 1/$°7APCON1/2- CA @'® ; I AACHORS TO CONCRETE p I CENTERMATES �?k - CENTERMATES (TOP/BOTTDl.1)& 810:3/<•S.M.S.S 12' // J HV LOCK IL5) MIN. SEPARATION (4)(110.1/2"S.M.S.TO TUBE ( O.C.FULL LENGHT. i 1 W HV LO--CK o t5 To SCHEDULE j AT EACH ANGLE. TYP I * (SEE SCHEDULE ( ) ON SHEE1 ti)pia 35* i IN 3 3 \ I A , l i '�% \ I I i I I 1 1/2• �a- 0 3 0 H VB OUT ® a) m cR 6 • 7 °i S �10 3°"+ I..I V C 10' I�5°FQ• 13°R 1©•1©=R HVA ©°P®N©e 7O°R®a 10 •13°R POURED E BLOC CONCRETE AOR L EXISTING GLASS I COtJCRETE BLOCK YJALL REOUIR EXIST11Jc SYMMETRICAL-—— *A _. IN MIN. SEPARATION GLASS O O —J GLASS 1'� �O O © ® O ® TO SCHEDULE 5 a 8 9• 3 1s• 5 \EMSTIN CENTERMATES 6 5• awl • a DR 6 • eR ���� * (SEE SCHEDULE � T \+ un�.® /�,1* ml 'S"� HV LOCK NAL ©°R O' °A@� ON SHEET 17) { ILIN. SEPARATION` ----- TO GLASS (SEE SCHEDULE I N OPTIONAL ---� \ (INTERIOR) ` / UT _ --_—_—�—_—_ _—_---_ _—_—_—_-- ON SHEEP 17) Jrr, I O __ [CONCRETE, \ O� '� ANCHORS® /��' 1 16' O.C. - r`_ 1 ------ -- `�a * 3 VARIES -y'/T,c. I')'), OUT 6 1/2"I.W.SLACK - 1 OUT '-35 (EXTERIOR) HVE HVF** HVD ' ,,7%'"'' �""'--_� FLORIDA BUILDING CODE High Velocity Hurricane Zone 1 0 2017 EASTERN METAL SUPPLY, INC. tD2017 T)LTECO.INC.�►s�" `'�'_ BERTHA HVTM A.S.S.A. I!, E C O INC. Accordion Shutter System RV. BLADE#1 W/OR W/O H.V. WINDOW BLADE :.•' r� r American Shutter Systems EV.N DESCRIPTION DATE DRAM BY-. L.C. m7ti'U i ENGINEERING COMPANY TILLIT TESTING & ,jQ oAssociation, Inc. 1 OLD 15-0e5 7/27/n DATE: 07/27f17 ?,• ,•4 1,t 6355 N.11.38t1.St.,Ste.305,VIRGINtq G4RDENS.R01 331f Phone:(305)871-1530.FOK:(305)871-1537 4268 1Vestroads Drive 2 DRAWING No f, \ Ld a-m=11:uR°=°e°°I•°„° West Palm Beach, FL 33407 s ,17_,107 '.•�v�O�A! k��tIL EB-0006719 4 ML f�fJr WALTER A TILUT Jr,P.E. rrAA FLORLDA lie.�44167 6 SHEET P.E. SEALfSIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK PO. HV MALEZFEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS ) W/ n HV BLADE SEE END CONNECTION DETAIL ON SHEETS 10 & 18 INSTALLATION n HV BLADE oUT sr IN ?fE 6ADEo6A�DEIAB kV,,r1D;AED ON 6NT 6. W/ HD CENTERMATES I 1y� AS P'ELL IS U:AVERc. FLOATU30 EVDEO DETAf:FM-wo. ®A©•OO„l°J"'10'®a INO:otTm oN DOE SHEET.,AY OE USED WON THS ALTERINAT14SEE END WALL CONNECTION rvSTAtunov au7 MO Sx+Dr r.,TM6 sHEET. DETAILS ON SHEETS I t0• 5 (61/(2)6 u:stL Ty(x)1/ro TAFCW, alie1 (oPTloruL) _ 4# (omavAL) > (QINI/2'S.IAS TO TTIF.vE i a-'P1m 3/{•SLS.O 12(Toplo - 3 Ai ,S'LS.T.`...) /1/ o.c nru uncHr. # IN a N.V. (q K.V. vs.s�A9ATra, 30 HV T" PINS(nP.) 7 3/. PrtS(TYP.) �cE 5 3 LOCK (INSIDE) — oN Hm +I \ I I QZ_ ----1 21 1 x a/e• 1L(�(k 5 35 OUT 31 DR©2- K 33 aR©2 31 oR 32 35 31 aR 32 v 2 35* 1/4" D-20 x 1 1/2" S.S.M.S. 4 31 (OPMRAL) #SEE NOTE 6 FOR HV LOCK 3® * W/ 7/8"0 x 3/32" WINGNUT. (oPnDw HQB—HVB OUT HDC—HVC -r-LOCK,ON SHEET s. SYMMETRICAL HD CENTERMATES .iUO HV "T" LOCK (OUTSIDE) 26 SYMMETRICAL HD CENTERMATES LOCK (INTERIOR) t 6ERffa 9444 AlUN3:UM HVG* 1 LOCK (EXTERIO (2024-T3 ALLOY)LAKE FIANCE TMrr ©"•®Oa©•Oa 9O"10•®a" ..NLREERT.PART{0820. AS DAJUFACTURED 9Y AVDEL CHERRY TEXTCFN.PARSTFEVY.NEW JERSEY ©•O'©61©'U'®T" 07054 on EQUIL 3 (D #SEE I:OTO ON LOCpNC RODS(5 G Me LOUs ON Warr a Vw1 SAL FLOARHD BVO:©CLTA'L MJD-HM 6 VALID FOR ILL CEMERHeTES I➢PUGTIONS WRN ELIDE HDD—HVD#* FLOATING )17��Pliry� A. jj"'' FLORIDA BUILDING CODE(Hon High Velocity Hurricane tone t :' \(+" i '•'(.<: f2017 ilUECO.INC. m2017 EASTERN METAL SUPPLY. INC. 'tl �V�AVt`•'•��' BERTHA HV V rFYY T!A AS MAXccordion Shutter System . . . . H V- sE#, W/OR W/0 H V.WINDOW BLADE ��:,• ,% TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION DATE DRAWN 6Y: LC. ^ Association, Inc. 1 OLD 1S-085 7lz7lu DATE: 07/27/17 .. A . t1 6735 H.W.3;( A.,61e.I VIRCLV.4 O(305),rLORMA1-153 331 ♦ .......... PHOOa (305)871-1530-Fox:(305)871-1531 4268 14estroads Drive 2 DRAWING No S/ ��\ tot` e-mail:61t—c-L— West Palm Beach, FL 33407 3 -_0_IUAL E ""'t HALTER LCOWT1Ur.P.E. 17—�07 /tel F, rLORIOA Loa.5"167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE -�DURED CONCRETE COOAED CO LOCKS AL I l— OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL / "' r BLOCK WALL REQUIRED .�/ BLOCK WALL REQUIRED REQUIRED � - > BLOCK WALL REQUIRED � _ ;' ,! _EXISTING GLASS rEXISTING GLASS 2"6fIN, EXISTING GLASS CONCRETE ANCHOR' ,r EXISTING GLASS J r Ti� ( _( r s I6"O.C. �.I'' 14N SFPPfWTICN �° 7 l '�-2"MITI..' l �' M:r1 SEPARATION I SCHEDULETOCNJSS(S <:., / i N TO SEPARATION �'� :'� 'i.-/ W4.SEPARATION f/ ED I EQ TO QA55(SEE f 11 FOR BLADE 10AND ( .. 11` / 70 GLASS(SEE SCHEDLI E ON SHEET 1/16•x3' MAX. Ou SHEET 19 FOR SCHEDULE1FRB ON SHEET 1 I ,r I SCHEDULE IXI SHEET / ,I 11 FOR BIADc QAI'10 I 11 FOR B QW'0 11 FOR SWE QAND (6063-T6)CONT. BLADES Q& ON SHEET 19 FOR 1 J2" OU St>EEi 19 FOR ON SFFET 19 FOR ALUM.CLOSER _ l BLADES Q 1[ (LOCATE AT�cL RIDES QB 9 PLATE (LOCATE 1J2 ` EXADES 10&�A EITH R)SIDE \ AT EITHER SIDE:SIDE: LAIN OF , I 1/2"MIN. OF 4O) I I •T•USE I.OR 2"t•IAX. � y --_ —)_IL APPUCABL£)x2"xt/8"xD•-2" #10x1/2'S.M.S.__ I _ I - ------ 810x1/2"S.M.S. / _ ® 16.O.C. MINUM CLIP ANGLE I� ® 16"O.C. -- 1 -f) 63-T6 ALLOY)AT MIOHEIGHT �� "A � �J #1ox1/2"S.M.S.TO®a \ / I I q}-+ I ) J4"C TAPCONS ANCHORS TO OJ v SEE DETAIL X OfiJ 1 QR ®� IER SIDE OF y�)CATS AT O OR �� SIDE CONNE ON 1 OR SEE DETAIL%FOR • TO TRA Y.S ® (D ® SS DE CONNECTION 4 SIDE CONNECTION I ®'•©•�«�"1 6 7 w 8 e 10•p« 1 ®«6 7Qa 8 10•p® TO TRACKS w 6 7 a•8«10•p« �10a�6«©•p�'®•p TO TRACKS 10Q�«©••1'J-®•®°i 10a®«©•pw©•©w L lOW�S«©-,�3a©'®« Q•O•p®©•O7 • 6.7 . 6.7 . O ©«O O pw ^i ©•�7 •©m©•�7•®« ©•O•©w©•O•®« END ONNECTION DE END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL 02 •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0° POURED CONCRETE OR EXISTING _ MO.C. - CONCRETE BLOCK WALL [ � ——— J EXISTING GLASS ;r REQUIRED GLA55 4O:C. I 1MR SEPARIInOM .S,rV ` 4ti------- ro� SCE rm1,sL�aRAnoN `-( ©OR®OR )1 OR SCHEDULE QI SHEEr TO CLASS(SEE _____ ______ ____11 FOR BADEQau'D1/2 Im. SCHSCUI-E CN S1rcET '•��_____ - LN SHeEr 19 FOR _ 11 FOR DAM QAND 4 _ _ ____ ORQOR�OR� CONCRETE EIADES©& EQ 1 5 BIADON� &19 FOR L_____ - OR(p ANCHORQ Q51 a 16° O.C. _____ 1/2•MIN, I I �__ 1 i / Et`©OR®OROOR 2"MIN. 2"LIIN. I O SEE UlftrATIONS Or USE FOR I���� y I ELADE l®ON SHEET 19 OR 1 3 OR�OR�OR� VIEW lt-. _ I . L/ d OR & I PLAN DETAIL X OR END INSTALLATION 1� 1�' ©«®w©.mow®=lo•pw POURED CONCRETE OR ®«©•Ow®�10•©a ,p.p«p.®p©.®« CONCRETE BLOCK WALL \\ 1p.•®wp.�'©.©w 6 •7 6 7 - REQUIRED O O ©«O.O �a n HV BLADE OR I HV WINDOW BLADE INTO \_© CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O Ow® ®«� ®«d;®' "tANNEC 0 DE AIL 6 .,Ir• ®®'® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `1111y, •.•'••�'•I'CI ••.•• ®2017 TILTECO,INC. m2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL EC O 1N�. A■�.S.A. Accordion Shutter System y ' RV. �#1 W/OR W/o H.V.VdNDOW BLADE American Shutter Systems Ev,No DESCRIPTION DATE DPAVlN BY: LC TILLIT TESTING k ENGINEERING COMPANY 6 ASSOCIatIOR, Inc, 1 OLD 1s-085 7/27/1 DATE: 07/27/17 6355 N.1V.361n.SL.Ste.305.VIRV' GRRDMS,rLORIDA 3116 4268 Westroods Drive 2 Pno e:(3os)an-lsso.Fax:(305)871-1531 DRAWING No •••�L•)•' \ L1113tacoCOm.cem West Palm Beach, FL 33407 s YH 4•�1+�111 E9-0p06719 x 1]7-1 07 -^.• rl�r 1YALTER A.TILUT.r,P.E. ^^ �/SI��ft�•r FL0 R,0A Lie.0 44167 5 SHEET - P.E. SEALGNATURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE_#2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" INSTALLATION LEGEND �-d-�+S� (ft.). FOR INSTALLATIONS W/ M OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS CENTERMATES. & ® or or INSTALLATIONS W/ 1Y CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN VJ/ ONE H.V. LOCK or @ or or 1 & & yl/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®LV/ NO LOCKING RODS or ONE HV LOCK or 6 or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA E 28 29 VJ/ ONE VJ/ NO LOCKING RODS � OR W/ NO LOCKING WALL A, B. C. D. E, M. N, 0, P, Q, AS.D. DESIGN PRESSURE RATING. ® ;RODS MOUNTING F. K & L R. S. & V. H4J"T" LOCK 30 WJTWO LONG (SEE NOTES f,ff) (VALID FOR LtOUNTING(11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT((O1��P��CC& BOTTOM fBSEE y� SHEET 7) FLOOR/CEILING G, H, I, 11, J T. U. W & X WALL MOUNTINGS (TOP/BOTTOtM) OR FLOOR/CEILING: CONaRM tl00 INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & IM r>,WOM —_1 INS7 nar �Cyr DE EN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ASD.DESI:v IN9TAl1ATI0r15 DETERMINE MAXIMUM SPAN 'L+"FROM SCHEDULE. FF6S,AEKESSURE tv4!,NONMN.- F'Rc'SSUFE MOUNTING FLOOP./CEILING Rt-O RAITW FLOCR/CEILING NOUNnkG GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, R`ORG ROUNTING & (p.e.fJ TP.%IJ FLOOR/CEWNC 60UtITNG tf fJ OR FLOCR TALL 1MOUt1ANC DETERMINE MAXIMUM SPAN "L- FROM SCHEDULE.. �WALL + (ft, L-(It) L 4 (4) L-(8) L. (R) L-(� L 4 (R) L-(It) 0 MAXIMUM SHUTTER SPAN "L+"OR "L-"FOR 30 OR LES 16'-0' l6'-0" 16'-0' 16'-O' 30 is'-a. 16'-0" 30� AW-O' 18'-0' INSTALLATIONS INTO WOOD SHALL BE LINKED TO FNAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE t05 PSI.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND 'L-'. 35 74'-10" 14'-10" 15'-2" " 16'-0" 35 14'-10' 14'-70' 35 15'-2' 16'-10" 40 13'-10' 1Y-10' 14'-2" 15-2" 40 13'-10' 13'-10" 40 14'-2' 15-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-I" IS-1, 13'-4' 14'-3" 45 13'-1' IS-I" 45 13'-4' 14'-3" 'r HV CORNER CENTERUATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL!MOUNTINGS 50 12'-5" 12'-5" 12'-8" 13'-7" 50 IF S" 12'-5' 50 12'-3' 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 11-10' tl'-to' 12'-1" 12'-11 55 11*-I a" I1'-10- 55 11'-1' 11-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 1V-4' 11•-7' 12'-4" 60 11'-4• 11'-4' 60 10'-2' 10'-11' NOTE#5,SHEET 5. DETERMINE: 65 f0'-10" 10'-10" 11-1" 11'-tY 65 10'-I0' 10'-10' 65 9'-5, 10•-1" OETERh11NE: Ll+- MAX. SPA14 FOR WALL MOUNTING INSTALLATIONS. 70 10-6' 10'-6" 10'-9" 17'-5" 70 10'-6" 10'-6- 70 8•-9" 9-4" L2+- MAX.SPAN FOR FLOOR/CEILING MOUNIING 7s 10'-i' 10'-1" 10'-4" ii'-1" 75 10'-1" 10'-1' 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 9'-70' 9'-10' t0'-0' 10'-9• 80 9'-10" 9'-10• SPAN 'L+"OR"L AND MAXIMUM A.S.D. DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 W-6" 9•-6' 9'-9' 10'-5" 85 1 9'-6- 9•-6" PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3" 9'-3" 9'-5" f0'-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 IMOUNTNG INSTALLATIONS. 95 9'-0" 8'-9• 9'-2" 9'-t0" 95 9'-0" 8'-9' LIMITED TO +64,-72 D.s.f. AND 8'-0' SPAN. SEE L2- MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' B'-4' 9'-0" 9'-7' too 8'-9' 8'-4' MOUNTING@ON SHEET 7. INSTALLATIONS. 105 a.-7' 7'-11" 8'-9' 9'-4" 105 8'-7" 7'-11' 110 8'-4• 7'-7• W-7" ( 9'-2 - BETWEEN 110 8'-4- 7'-7- - FINAL htA ALLOWABLE IS EQUAL THE 115 8'-2" 7'-3• V-4' 1. W-11' 115 8•-2- 7'-3" SEPARATION TO GLASS SCHEDULE IAINIMUM BETWEEN'Lit'. L24% °L,-"AND t'L 2-' 120 8'-0., 6'-11" 8-2" 8'-9" 120 8'-0" 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL k"11AUTA 125 7-10" 6'-8' 8'-0" B'-5' 125 T-10" 6'-8' ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN 130 7'-8' 6'-5" 7'-10" B'-1" 130 7'-B' 6-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2" 7'-9' 7'-9" 135 7'-7- '-2' MINIMUM SPACING. 6 140 7'-5' 5,-11" 7'-7• 7'-6- 140 7•-5• s-,t" ASTM E-1996 SEPARATION 145 7'-3' 5'-9" 7'-5' 7'-3" 145 7'-3' 5'-9" TO GLASS 150 7'-2- 5'-7' 7'-4' 7'-0' 150 7'-2' 5•-7" r17 7'-0- 5'-5' 7'-2• 6'-9" 155 7'-0' 5'-5. 1 THRU 3 1" 6'-11" 5'-2' 7'-1' 6'-7' 160 6'-11' S'-2" 6'-10' 5'-t- 7'-0' 6'-4' 165 6'-9" 4'-11" 6'-it" 6'-2 170 6-9 4'-11" 6'-7" 4'-9' 9• C-0• 175 6'-7' 4'-9W-6• 4'-e' 6'-8" 5-10" 180 6'-6' 4'-8" HVBLADE 6'-5" 4'-6" 8•-7" 5'-8' 185 6'-5' 4'-6"6'-4• 4'-5" 6•-6' 5'-6' 190 6•-4' 4'-5" --195 W-3' 4'-3- 6'-5' S'-5' 195 W-3• 4'-3' 200 6'-2- 4'-2" 6'-4' S7- 200 6'-2" 4'-2' zos 6'-t' 4'-1" 6'-3- S-1- 005 6'-I" /s! FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 �.\ ' ^• /r 02017 TILTECO,INC. CD2017 EASTERN !METAL SUPPLY, INC. BERTHA HVTM A Accordion Shutter System A.S S p u H.v eunE#1 w/OR w/o H.v.Vt7NIl01N BLADE TILLIT TESTING & ENGINEERING COMPANY AR1®rlccn $Huller $ySt6R1s REV.N. DESX:RIi'TIDN DATE DRAWN BY:MUCY. 4G. sass aatn.se.,s1u.3os,vlRCntA waDENs,ttoRIDA 33,6 ASSOCIetIOn, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 r Pho..:(305)871-1530.Fax:(3051871-1531 4268 Westroods Drive 2 DRAWING No �(n1 pn a-nna:G,leeceaol.�om West Palm Beach, FL 33407 3 1 7—107 V�//1...... .1 ES-CO06719 4 V/l1 Y I�r WALTER.l 71LLIT Jr.P.E. P.E. SEAL/SIGi'tTURE/DATE noRmA LIB.€441s7 6 SHEET OF 20 .7:R IFAS I•. mo .:®mi��m , •," ,©mIDa��mm"..mmm�ia � omm .—.,dm' mmm®m�•�mm•'maim�' � W-I I Wital 12,1 FoRol . mmCREW M30mm uvvonmmoQpnc�onmmi00000®mmfl oomnoMMoo o® + oKNIN mom0 00momaO�pa0oo 000©00000�innnQ n mmmnn. . Hmmmm.nMIMIaammnogoommm�onnnmmmoonArinnn�noono ®mmo ovoo�mmmmmmmavoppOmmmmOOnfl mom00 oom000novoonoono a E31mm�n00mm®mOQ�amooaM�QmOmoo000Mi00om000IInnOnnoO"o �mm mOmMEmmmmi>IM7M7©m®m0o0 QmmO®noQ0mmMIMEM nno®Mm" .. oo�nn000mmmnoomom® oo�m KEmmMEEN"maonoomom n©oonnn�Q�©0 mmmmnnoemmmmonMMtmmmovo mI Maemmmomm p.n.00®®o mIIMmmmmomaO®MIQnoMImmmmoOv.oOmM,npmmmmmmoHonommmmn pKEMInmM7Mm.m�0a Mm Mim®mmmw00mmmMMmn m � EEX ME" MIKE...® nMm® 70 mo "MMQmm ®®mm7mQnmmm�®onKE ®M7EM "" 7I®mmmO"M M0mm ..KE ��i0000000�moovonic��iomomnoMm mmm""Mm M�m�00000fl n®immmm mmmMamM smana" mmmManMMs�QmmmmnQManm mnmQn�MKEnonE�©m mmmm®'.T1�U mmmn.tm�. p mmmmmmmm6lmWMM1000mm�mMvovQnMaQ.KEKEEiMM m 103 - M©oappm®IIIm•• mQ000m mo���Mtoommm®mnnsarpl.M7®.onn � 1 oo®E7OOiMm m Onnnmmmt7O niim m�Mnn �im�M7Mm000OooMr7® p mmE3""MOMsm m • OM MM anmO Qnm mm[OmmQQQ mmm0®nMiQ mmmOOQQQ mmmQQnnQ®mom©QQQO.OmE�M,©OMi ' mmmm�onQmmm Q000mmmmOM7R7QQmOQMSOm�m oQQnQpM7. u.m. E303M QnQD Q .mQOMnKEam E!®QQQm®OOpnQQm O.O#mmOOImmMi an am mmom�®®Qpp mmmM7©ppp mmm OOQOO MmmOMi QOOMa�m®QQnMap.KE mm®000 mIMMEN EiQMiMlmmmM»n p�mm®0M7M7000 mM7e nn n miL�mM�nnn. sI�.�7�C1 mo� vpmp©0006000�oeommmnnono��o 00000mm®Q000 .nM:7 m® p q Ex mm p 102103 g� ®® ioiwww �oitppiOnm E�Mnpp p ®MMMMMQomOonnoo m�mool000epi�E�7�OnoOn OMonOOOQO O[Mnn="OO omm=QnmmQQnOQ mmmQnQnn®monnnpn m inQnnQoO OONXEEIMMMM mmmnnQQMMtmmmQQnQQmmmmQMaQQQm�apopQQQMam©mpppMMKI iEUM7pnpM M ME]UsI000®IDpmQQooOom®®®Q7nOAod®- ®oOooQQMmOooOonpOD000QOo m mmmnOnQQ� OIM1nnMM1O®m®QM�OQMEOa�KEOdOO O M • ' e 1 ®mmOQQQQp mmQQQQQQOmnQO�QMILE]QQQQMa==M QOQQKIMI M"MMO _ mmpQ nppmKMMMMM MQmmpn nQmMrMnnanQQmme�ioino sMr nn .cfl mmQnoQnormm=QQQnsa�mmsanofain�r�mnQQQMaMQm.MaoQQoiQona�O1i®noo _ • mmQQnQppmmMQQQU mc MnWna=MU13M nppQpMom"MMS MMUM MM7nap mmQMiQQQOmmQOQQQQmmOQQQQOO©iiMM1QQMi mKEQnQQQQKEKEQEMOM�Oi! • ' • mm OQQMaQmKE7OQOnM MMMMM ppppnm[7nMa000ommQQQQpp O.KEO®DOO Mrs®�000OOO®®ppQQppQp MiOo===EMAianMippMappm®OQnOMaI"IMAiMMIMaO mOQQOQQ meOQQQQn WM,OQMipisQomnOQnQnti.OM7OOon �0000mQQQQQQQ QnQn QQQ MM=M=iM Q Q®sa000QsaQp®E�mEM n n 000�o==== MMM®OMaOoS000�o�sa="===noaQiQOm®o©AOO mQQMasapnpnop Mannonnmm�npnMasaQmnMU H MQmQQQQnQMao®E! KHOpSSM �KMMMMMnQOO00000000mooioQanQp000mi 1MUS RE sonOopnnd®IoEioo ' HE mom w BEEN.m0000"M ilOoO0000iomM MEMm MHa NWHUHN �• : ( �� MAXI ANCHOR* SPACING (jn.} SCHEDULE FOR A GIVEN-MAX. SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES MI PRESSURE RA71NG AND A Q0RR 5FQNPJNr MOURN G TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (BEE MOUNTNGS E,G,&H ON SHEETS e&7) 1.ANCHORS TO SUBSTRATE SHALL.BE AS FOLLOWS: pourM CONWETE/CONCRETE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min. fc-3 ksQ ummuN QE WALL SILL MOUNTING ©CEILING MOUNTING OH FLOOR MOUNTING -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDEX. (MITI.fc-3 1.,) SPAN ANCHORS SPACING LEGEND - 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Vc- 3 ksi) (R) ,fXSG:R NMAT.S PRLSMRE RAIN (pt .Dk.TIN NEGATUE PRESSURE wum W)RSA DESIGN h'E6a�FRFSSURE RAM43(Ft0 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA,FASTENERS DIRECT,LUC.(W-.I.=2 ksi) 30 40 W 75T9D 120 160 205 30 40 60 75 90 720 160 205 3O 40 6a 75 90 120 760 205 TA"PCOU OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 6 TAPCON VUH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 1 8 816 55 14 12 10 9 H 8 6 6 14 12 10 1 9 8 B 6 6 THREADFORM TECHNOLOGY (MITI.Fc- 3 ksl) 74 12 t0 9 8 8 6 6 14 72 10 9 8 8 6 6 14 12 70 9 8 B 8 e ALL POINTS SOLED-SET OR LESS 14 t2 10 9 8 8 6 6 14 t2 10 9 8 B 6 6 t4 12 10 9 8 B 6 S BLUE TAP Yf/CAP NOTES: 14 12 t0 9 a 8 6 7 14 12 10 9 B B 6 6 14 12 t0 1 9 8 8 6 1 6 TAPER Af)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 f2 10 9 8 7 55 3.5 14 12 10 9 8 e 6 6 14 1Zt. l�r e e 6 5 pNCNORS IS 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 I4 12 10 9 8 e 8 6 14 12 10 9 8 8 6 6 L4 12 e e 6 55 t4 12 tD 9 e 8 6 4 14 12 10 9 e 8 6 4.5 14 12 8 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT i4 FZ 70 9 8 8 6 4.5 14 12 f0 9 B e 6 55 to 12 e 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 72 10 9 75 55 3.5 - 14 12 10 9 8 8 6 5 14 12 [.5 7 5S 4 •SCE L✓:tA<�:JS CF u5e FOR EXIST.AND I"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 6 8 6 6 14 12 10 9 e 8 6 55 14 124.55'-0' 10 9 5 7 4 - to 12. 10 9 6 6S 5 35 14 12 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE 1905DNG WALL S FLOOR, fo 4 8 75 45 - 14 12 10 9 8 e 6 45 14 12 6 4.5 .75 ANCHORSSHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SFIALL BE AS INDICATED ON 14 t2 95 7.5 6.5 4.5 - - I4 t2 10 9 B 75 55 4 t4 12 s a.5 J5 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6'-0" 14 12 10 9 B e 6 - 14 12 10 9 e e 6514 126.5 5 3.5INSTALLATION INTO EIFS IWTH METAL STUDS SEE SHEET 20. 7412 10 9 75 5.5 3 - 14 12 10 8.5 7 5.5 4 3 1a 12 4 3 - 1412 ttl 9 e 6 - - 14 12 l0 9 e 65 5 3.T5 t4 iZ ttl 8.5 5 4 - (B) To EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 a 6.5 a 3 - - 14 t2 10 9 8 6.5 45 3.5 14 t2 10 . 7 5 34 J - Ilex TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. t4 t2 10 9 e B - - is 12 t0 9 e 7 5 4 t4 t2 t0 9 7.5 5S 4 S - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 7-0" id t2 t0 a &5 a - 14 12 9 7.5 6 4S 3.5 - 14 tD.S 7 5.5 a.5 3.5 - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,CJC_ 14 72 f0 8.5 7 4 - 1♦ 12 10 9 7.5 5S 4 - f4 O. 9 7 75 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.•AND DISTRIBUTED BY ALL POW75 SCREW, BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCVtT10N,INC. 14 ii 7 55 4.5 - - f4 12 10 9 75 SS 4 - tF 72 9 1 7 6 4.5 3 - 8'-0" 14 12 t0 9 B 6.5 - - 14 12 10 9 e 6 4 - 16 f2 f0 a 6.9 5 3.9 - NOTES: 74 t2 85 7 55 3 - 14 12 0 a.9 5.5 a 3 - 2.5 95 6 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP 1Y/CAP ANCHORS AND TAPPER+ANCHORS IS 1 f/4"AND TAPCON 1F 5 95 75 6 - 1a t2 a.5 8 6.5 5 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9S 65 1 5 115 - 1- I- 14 112 10 8 65 5 - - 14 12 B 6.5 5 4 - 9,-0. l4 72 to 9 e - - - 14 12 10 9 75 4.5 - - t4 12 H5 7 5.5 4 - - B.2)N41NIMUM EMBEDMENT OF 1/4"0:3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7.5 6 + - - is 71 7 5.5 5 3.5 - - 11 8 5.5 4.5 3.5 - - - EMBEDMAENT INTO STUCCO SHALL BE PERMDTEO. 1/4"0-20 S.S. MACHINE SCRE1!USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO i4 12 8 6.5 45 - - 14 12 8.5 7 5.5 a - - 14 Ia.5 7 15.5 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 1.5 85 6.5 4 - - - - 14 t2_ 9 7 6 4.5 - 14 11 7 5.5 4.5 3.5 la 12 10 9 7.5 - - - 14 12 t0 9 6.5 5 - - 14 12. e 6 5 4 - - 6.1)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUtJO OH THE IXLSDNG WALL OR FLOOR. 10'-0" /4 705 7 5 3.5 - 73 9.5 &5 5 4 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 n 7S SS - - 14 1.5 9 5 5 .1 - ^ 25 9.5 6 5 4 F - - NOTES 6.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER T0.5 e 5 - 74 12 a 6.5 5.5 4 - 13 10 6.5 5 4 3 - - FOR INSTA!TRITON INTO EIFS WITH METAL STUDS SEE SHEET 20. to 12 to - - - - - 14 12 9 7 6 4.5 - - 14 toy 7 55 45 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 12 9 B 4S 4 3 - - 9 7 45 3.5 3 - - - u 10 7 - - - - - 14 f0.5 7 5.5 4S - - - 11.5 8.5 55 4S 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - - 14 115 7.5 6 5 - - - 12 9 6 4.5 4 - - - 74 t2 10 - - - - - to Iz 8 6.5 5.5 - - - 13 to 65 5 4 1- - - EDGE DISTANCE V R�f< <PACING SCHEDULE FOR ANCHORS• 12-0"115&5 65 - - - - - 11 8 5.S 4 3.5 - - - 8 e 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS TH94 THE INDICATED.REDUCE ANCHOR SPACING U.-9.5 6 - - - - - 13 9.5 6.5 5 4 - - t05 8 5 4 - - - - BY MULTIPLYING SPACING SHO7JN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 I05 7 5.S 4.5 - - N 8.5 55 4.5 3.5 - - - REDUCED SPACING OBTAtJED USING FACTOR SML NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 1.5 7.5 Cl 5 - - - 12 9 6 45 4 FACTOR 13'-0'fA5 8 _ _ _ - fo 7.5-5 -4-3 - - 1 75 5.5 4 3 1- - - ACTUAL TAPCON WITH ADVANCED TAPPER + t25'IT - - - - - 12 a e T's 4 - - 95 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE.TAP W/CAP MIN.SPACING e 6 - - f- - 13 95 &5 5 - - - - t0.5 7.5 5 4 - - - - 1 HV BLADE OR DISTANCE /4 12 - - - - - 14 105 7 5.5 - - - - tt 8.9 95 4.S - - - - E.Q. AtN,SPACING= 3" MIN.SPACING=3" RUN.SPACING=3 1/2" MIN. SPACING a J" 3 3/4" 4' 14'-0" - _ _ _ _ V BLADE W POURED CONCRETE& PDr tY2.TF- O]Jt}�E EgpO( FOUREO CONCRETE& POURED CONCRETE&POURED�EIE owacIE ROpR 10 7.5 - - - - - - 9 7 4.5 3.5 -_ - - 7 5 3.5 3 CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK t15 8 11 a 55 45 - - - - 9 8.5 45 - - - - - Hy WINDOW L'Ri ED.•3" Ar11 FA•31/2. 19N.E0..21/2• MR ED.•J 1 MN E0..3" MN.ED.•3 1/2"MR ED.-21/2" 7.s - - - - - - 12 9 6 - - - - 9.5 7 45 -_ - BLADE WORKING 3• 1.o D.90 1.0 0. - j 78 to D.B4 1.0 15'-0" 14 - l0 6.5t0.5 e S 1_ _ - - - 2 1/2- - 0.81 1.0 - - 0.67 1.0 9 - - - - - - - &5 65 5 3 IN UNISON ♦ - - f0 e 5 - &5 6 4 _ _ 2• - 0.71 - - 0.51 8.5 55 _ - _ - s 65 as - - - - - i 3/4' - 0.91 - - - 0.43 - 16'-0" 9.5 6 - - _ _ - to 7.5 5 - - _ - 1 1/2 0.35 - - - - 0.35 - B _ _ _ _ _ _ _ e 6 4 - - - 6 4.5 3 95 _ _ g5 7 s - - B s + - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N (02017 EASTERN METAL SUPPLY, INC. ,,F % T�" 02017 TILTECO.INC. BERTHA HVTM �10EAys • �� Accordion Shutter System A■S■S■A■ H.V. MADE#1 W/OR W/0 H.Y.WNDOW BLADE American Shuffer S st o� ems Y EV.Na DESCRIPTION DATE DRAWN BY: I.C. TILLIT TESTING & ENGINEERING COMPANY Associallon, Ine I OLD 15-085 7/27/17 DATE: 07/27/17 6355 NVt.36th.SL,Sl.305.WRO A GARDTS.RCRIDA 3316�- Q� i Phone:(305)67f-1510.Fax:(3G5)871-1531 4268 Wefitroads Drive 2 DRAWING No QRiD� `(4V 1� a R:I'DA.oeaoLcam West Palm Beach, FL 33407EB- s 4 ,Y•.'•"'••'�\\�tltA WALTER A.071LUT1.U.P.F 7� �7 ,U yl, 4 EE FLORIDA Lie.§44167 9 SHEET RE.SEAL lfAib}�E/DATE 6 T3 OF 20 MAXIMUM ANCHOR- SPACING (in.) $CHEDULE EQR A GIVEN MAX, SHLRTER SPAN AS D DESIGN NEGAMME PRESSURE RATING AND A CORRESPON[ZING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR CONCRdE BLOCK ANCHORS SPACING LEGEND 1'r1ALK OVER& Il TRENCH Oj RAINGUARD MOUNTINGWALL/FLOOR MOUNTING ©WALL/I'ALK OVER MOUNTING�AIGLNAN. ._ _ TAPCON OR PA ASO.GEM WSAIPE psmsum PAML({•.1 AS@.0emi WAgt.E RES=RiM G(0 ASS.DESIGN KMAX'_'FFMRE RAT=(pst 4S.D.DMICH 11EMn FRMSURE RAT.NG TAPCON WITH ADVANCED30 aD 60 75 90 120 160 205 JO 40 60 75 90 120 IW 205 70 40 60 75 90 120 760 205 30 a0 60 75 90 120 160 THREADFORM TECHNOLOGY 14 12 1O 9 8 S fi 6 12 12 12 11 12 1.S B5 6.5 7 7 7 7 T 7 7 5.5 S S 5 5 s 5 5 ALL POINTS SOLID-SET -0" 14 12 10 9 B S 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 J 7 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 e 6 457 7 7 7 7 7 7 65 5 5 5 5 5 S 5 BLUE TAP I4 12 10 9 e 8 6 6 12 12 II 12 ,2 10 AS 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 B 8 6 6 12 12 12 12 15 BS 6.5 5 7 7 7 7 7 7 55 4 S 5 5 5 5 5 4 ' 4•-0" 14 12 i0 9 B B 6 6 12 11 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 8 B 6 6 12 12 12 95 8 6 {.5 7.5 7 7 7 T 7 7 65 5 5 5 5 S 5 5 5 5 14 12 10 9 8 8 8 5 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 55 5 5 5 S 5 5 5 5 14 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 S 5 5 4 3 W-0" 14 12 10 9 e B 6 6 12 12 12 12 10 75 5.5 4 7 7 7 T 7 7 7 E 7 5 5 5 5 5 5 5 5 14 12 10 9 e 8 6 6 12 12 9.5 75 6 4.5 35 - 7 7 7 7 7 7 5 13.5 5 5 5 5 5 5 5 4 'k SEE ANCHOR 14 12 l0 9 B 8 6 6 12 11 12 95 8 6 4.5 - 7 7 T 7 7 1 7 5.51 4 5 5 5 5 5 5 5 4 14 12 t0 9 13 8 6 6 12 12 t.5 9 7.5 5.5 4 3 7 7 7 7 7 45 35 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6,-0" 14 12 10 9 8 B 5 6 12 12 12 10 8 6 4.5 SS 7 7 7 T 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 IO 9 8 B 6 6 12 12 B 6 5 4 3 7 7 7 T 7 55 4 5 5 5 5 5 5 A 3 14 12 10 9 B 8 6 6 12 12 10 a 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 S 9 5 5 5 4.5 14 12 10 9 B 8 6 6 12 12 10 B 65 5 3.5 - 7 7 7 6S 55 4 5 5 5 5 5 4 3 7•-0" 14 12 10 9 8 B 6 6 t2 12 12 85 7 5 4 3 7 7 T 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 10 65 5 4.5 J _ - 7 7 7 7 65 5 3 - 5 5 5 5 5 5 3.5 J T4 12 10 9 B B 6 6 12 12 8.5 7 55 4 - - 7 T 7 7 7 s - - 5 5 5 s 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 BS 7 5.5 4 3 - 7 7 7 ss ss 3 - 5 s s 5 4s 3s _ - PSF A,S.D DESIGN PRESSURE 8,-O" 14 12 10 9 8 B 6 - 12 12 10.5 7.5 6 4.5 3.5 - 7 7 7 7 1 7 7 4 5 5 9 5 5 5 5 5 RATING & FOR SPANS PER 1{ 12 10 9 8 8 6 - 12 9 6 4 4 3 - - 7 7 7 7 5.5 4 - 5 9 5 5 5 4 3 - SCHEDULE N3, SHEET 11 14 12 10 9 B 8 8 12 11 7.5 8 5 .75 - 7 7 7 75 6 4.5 - - 5 S 5 S 5 4.5 - - 14 12 10 9 e B - 12 1.5 7.5 6 5 35 - 7 7 65 5 4 - - 3 5 5 5 4 3 i4 12 TO B 8 8 - - 12 12 95 65 55 1 3 - 7 7 7 7 7 7 6 3 5 5 5 5 S 5 5 5 14 12 10 9 B 8 0.5 8 5 4 3.5 - - 7 7 7 6 5 35 - - 5 5 5 5 S 4 3 14 12 10 9 B 8 - 12 10 6.5 S 45 - 7 7 7 65 5.5 - - 5 5 5 5 5 4 - 14 12 IO e e @ - 12 O5 7 5.5 45 3.5 - 7 7 55 4.5 3.5 - 5 5 9 4.5 1.5 - - 10,-0"T4 12 10 9 B 8 - - 12 it 85 6 5 3.5 - - 7 7 7 7 7 T {5 - 5 5 5 9 5 5 5 4.5 14 12 10 9 B e - 95 7 4.5 &5 3 7 7 7 S.5 4.5 - - 5 5 8 5 4.5 A5 _ - 14 12 10 9 8 8 - 12 B 6 5 4 7 7 7 6 5 - - - 5 3 5 4.5 5 - - 14 12 10 9 8 B 12 9.S 6 5 4 3 7 7 8 4 3 - - S S 4 3.5 - - - 11'-0"14 12 10 9 8 B - - 12 10 7 SS 45 3.5 = - 7 7 7 7 7 7 J.9 - 5 5 5 S 5 5 5 14 12 /0 9 8 B - - 85 6.5 4 SS 3 - - 7 7 6 . . - - 5 5 5 5 . 3 O H V BLADE ONLY 11 12 10 B B B - - It 8 5.5 4 - - - - 7 7 7 55 4.5 - - - 5 5 5 S 1.5 - - - 14 12 10 9 e IS 85 55 45 35 - 7 7 45 3.5 - - - - 5 5 4.5 J.5 3 - - - 12,-0"14 12 10 9 e - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 9 S 5 S 5 5 4.5 35 14 12 10 9 8 0 6 4 J 7 7 5.5 45 3.5 - - 5 5 5 4.5 4 3 - 14 12 10 B B - f0 7.5 5 4 - - _ _ 7 7 6 5 - - - - 5 5 5 5 4 - - f 4 12 10 9 8 O5 6 5 4 35 - 7 65 45 35 - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 @ - - t5 8.5 6 45 35 3 - - 7 7 7 7 7 4.5 - - 5 S 5 5 5 5 4.6 15 14 12 10 9 8 7 155 3,5 3 7 7 5 4 3 - - 5 5 5 4 J - - - 14 12 10 9 B 9 7 4.5 .75 - 7 7 5.5 4.5 - _ - 5 5 5 4.5 4 - - - 14 12 10 9 10 75 5 4 3 7 6 4 3 - - - 5 5 4 3 - - - - 14,-0"14 12 10 0.5 8 &5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 t4 12 t0 9 - 6.5 5 3 7 7 5 3.5 - - - - 5 5 5 4 - - - - 14 12 10 9 - BS 65 4 - - - - - 7 7 5 4 - - - 5 5 5 ♦ - - - 14 12 10 - - - _ 9 7 4.5 3.5 3 - _ - 7 55 35 - - - 5 5 3.5 J - - - - 15,-0" 14 12 10 - - - - - l0 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 S 5 S 5 4 3 14 12 10 - V. 45 3 7 7 45 3 - - - - 5 5 4.5 3.5 - - - 14 12 tO - _ _ _ _ 8 6 4 _ _ _ _ _ 7 7 5 _ _ _ 5 5 5 4 _ _ _ - 14 12 10 - - - - - 8.5 8.5 4 35 - _ - 7 5.5 3.5 - - - - - 5 5 3.5 - - - - 16,-p" 95 7 4.5 3.5 3 - - 7 7 7 7 6 3 - - 5 S 5 5 6 4.5 35 - 14 12 10 - - - - - 8 4.5 3 - - - - - 7 65 4 5 4 J.S - - - f4 12 ,0 - - - - - 7.5 5.5 .75 - - - - - 7. 7J! N - - - - 5 5 4.5 - - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' '414 C2017 TILTECO.INC. 02017 EfSTERN AIETAL SUPPLY, INC. a vtt •.............�NMV .,�� BERTHA HVTM A.S.S.A■ Accordion Shutter System Hv BLADEt w/OR w/o H.V.tMNDOw MADE 1 TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L.C. y ,a: WdP Association, Inc. 1 OLD 1s-O6s 7/27/T, DATe 07/27/17 a �•f.,•�.� re..OS 6355 1UY.38tA.St,Ste.305.NRWNIA CPR0eT15,FLORIDA 33I8 Phone:(305)871-1530.F04:(305)871-1531 4268 Westroads Drive 2 DRAWING No = C �tr d o-mau:wte oeaasa West Palm Beach, FL 33407 3 ass/ONp4�,�1G��,11770 tYALTER AEB-OT�WTTJr.P.E 4 7- O7 FLORIOA 1.1c 4 44167 5 SHEET _ P.E. S�C/StGNATURE/DATE 6 14 OF 20 MAXIMUM A S D DESIGN PRESSURE RATING jp s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING An) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A s D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16 '&17), aE�. u BtS�T F2 sOUT�ERN 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. CDX 2 wJ MIN.G=D.55, FIR NORTH FIR SOUTH - DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/MIN. G=0,36 PLYWOOD MIN, G 0.50 w/ W/ MIN. G=0.43 W MIN. G=0.36 MAxIMw SPAN(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS 'HALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUN71NGS W & X P & Q S&V S &V S&V se Ds;t 1Tnc,BEi7TE sc{�) a�k-cc„<.Bs�FA�u C^h s�i tcB+�s"Ess�D�(Fr) sa aw�+errs�Fucs(rt} ofs�'R7Uat��ECTr,tfiq -Q�ST's:.£r�7 file;(Fs) e,Bs�GI Ncu�.s 1�s:�s IF1 I�m+Necs B.srx re:�!�e) oL�l M�,t Rts�ru�:4�]+sn usGl Nrut essa,a F��t�' 30 40 60 75 90 DS 30 40 6D 75 90 OS 30 40 60 75 90 k OS 30 40 W 75 90 OS 30 40 f 60 75 90 OS 32 40 60 7$ 90 p5 30 40 60 75 9Q OS 30 40 60 15 90 05 30 40 60 75 90 OS 30 40 60 75 90 605 -0'OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 t0 10 9 8 8 6 6 b 6 6 6 12 10 1019 6 8 6 6 6 8 6 6 6 5 4 4 < 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 TO 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 fi 6 6 6 6 6 12 10 10 9 8 8 6 6 fi 6 6 6 6 5 4 4 4 3 12 12 i2 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 10 10 9 8 6 6 6 6 6 6 5.5 l2 10 f0 9 8 B 6 6 6 6 6 5 12 10 70 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12-12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 T2 O.5 g•_p' 12 10 TO 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 I2 10 10 9 6 3.5 6 6 fi 6 5 4,5 6 5 4 4 3.5 - I .. 12 /2 12 12 12 12 12 12 12 T2 12 12 12 12 12 10 8.5 12 1D 10 9 6.5 4 6 6 5-.5 4.5 4 12 10 10 9 5 3 6 5 6 5 4 3.5 12 10 10 7 3.5 - 6 fi 6 5 4 3.5 fi 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0' 72 10 70 J.5 4.5 3 6 fi 6 5 4 3.5 12 10 t0 5 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - 6 8 5 .5 3.5 3 fi - - 12 1,2 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 g_p' 12 10 10 5 3-5 - 6 6 5.5 .5 1513 12 10 9 4 6 6 14.514 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 A5- - - 12 12 12 12 12 I 12 12 12 11.!9.5 8.5 12 12 11018 6.5 5.5 10'-0 12 10 7.5 4 6 6 5 4 3 - 12 10 6 3 6 6 G .$ 3 - 12 10 3 - - - 6 6 4- .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 }7'_D" 12 10 5,5 - - 6 S 4.5- - - 12 1D 4.5- - - 6 5.5 3,5- - - 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•_p" 72 TO a5 - - 6 6 4 - all 10 3.5- - - 6 5 3,5- - - 12 10 - - - - 6 5 3,5- - 6 S - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 L5 7.5 6 5 4 13'_p 12 10 - - 6 6 t0 - - - - 6 4.5 - - - - 12 7.5 - - - 6 4.5 - - - 6 k5 - - - - 12 12 2. 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 414-0' 12 10 - - 6 5.5 ^ - 7 .5 4.5 - - - 12 7 - - - - 5.5 4.5 - - - 6 3 - - - - 12 12 12 9.5 B 6 12 12 9.5 7.5 6 4.5 12 9.5 6.54 35'-0' 12 - - - 6 - - - - 5 - - - - ^ 12 - - - - - 6 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 412 9 6 5 4 - 16'-0 12 - - - 6 - - - - - - - - 12 12 10. 8.5 6.5 4 12 72 8 6.5 5 3 11. 11 HV BLADE OR Cl,"' HV BLADE W/ IC�A HV WINDOW BLADE WORKING IN UNISON SEE UunA110\S GF USE'EOR 61PDE @�i S>yEFT 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL-FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS; 3,SUBSTRATE SHALL CONSIST OF THE FOLLOWING. -50UTNEW PINE No,2.W/G-0.55(10.5) - 1/4-0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -OCUCLAS FIR 1T/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE.PINE FIR NORTH W/G-0.43(N.D,S.) EXCE U:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(ROS.) -66N-1/2"COX PLYWOOD(1986 AFA) 2.AICHORS TO HOLLOW CEI NG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER '.)rAA/Aorrrar6i FLORIDA BUILDING CODE(Ron High Velocity HUrricone Zone ` �� + 02017 TILTECO,INC- ...... p2017 EASTERN ALLTAL SUPPLY,INC. s° BERTHA HVTM L E C O in,- A.S■S.IIi■ Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. 1MNDOW BIADE * --a TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRXWW RY: L.C. v �O�'.,- �, Q. \t 6355 N.W.361R St.,Ste.305,VIR3L%LA GARDENS,FLORDA 3316 Association, Inc. t OLD 15-OB$ 7/27J7 DATE: 07/27/17 \ Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No {q g d e-mat;Wt.. West Palm Beach, FL 33407 3EB- '7_1 07 WALTER A.i00iL'r19,.F.E. 4 -- 1j0 FLORIDA Uc,2 44167 5 SHEET - P.E. SEAIYSiGNA'I'URE/DATE I - 1 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & i(A HV* BLADES AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ffl ONLY SHALL WALL FINISH BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR SPAN & --� —1/4"0 TAPCON CR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCON VaTH ADVANCED p.�_. i - THREADFORtf TECHNOLOGY ;' —"'\� ,'T; 1/4'o NTAPCONWITH OR ��. TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY OF 1 1/2•Mtn. PENETRATION .�— \ ! I OF THREADED AREA TO /" _ ,� V7/ 1 t/2'M:n.PENETRATION OF THREADED AREA TO EXISTING I OIL SEPARATION .1 EXImNG''WOOD HEADER. _. �'' Vl000 HEADER.(SEE SCHEOULE ON SHEET 15) TO GiA55(cam 1 k OR 1 (SEE SCHEDULE ON SHEET 15) ,. `I\ ~^ 1/4'0-2pz3/4'S.S.MACHINE 541E011E ON SHEET I „ I r I OR®x J \ . �R t 6 / / ( ON SHEET 15 FOR 1 Z SCRE1VS 1V 1 4'-20 NUTS 11 FOR HIDE(DAND ! 1 1 `1 012'D.C.. k BADEsfl FA I WJ. I 1'Min. EXISTPIG I I -<IiUtliStl CLCLASS-4S- �, � {' n WALL I, 1 rvlALL D EXISTING MIN. I r ` FINISH o `�2'z4"WOOD a r EXISTING MIN, LJ L'•'J HEADER REQUIRED \ A I i 1 OR 1 2'z4'tY00D I I = I 7 HEADER REQUIRED '11. 5 'Ijf 11 � 1/4b TAPCON OR TAPCON G WITH ADVANCED E3DmNG 8 Lry.SEPARATION I I %I t —� 1 'I 1' 1` -THREADFORM TECHNOLOGY W/ 1 1/2' _ lJ I ` tJ. PENETRATION OF THREADED AREA TO CV55- TSgIEWIE ON _E'f , EXISTING �SEE 141N.53lJRATiON TO GLASS 'I I t i ' II �Il� il 1 'I (SEE 8CHE0'JLE ON4G WOOD SHEET 15) 11 FOR BLADE(D GLASS—( (SEE SCHEDULE ON SHEET 17) I i ' t, y` I ON SHE 19 FOR 1 irizes O u� � 1z'X4'ceuT. slu I PLATE REO'D. �N HV WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION OM HV WALL HEADER INSTALLATION IN II 1 I -�— MIN.SEPARATION TO GLASS EXIST G Q MIN. SEPARATION TO CLASS (SEE SCHEDULE Ott SHEET III— G1A55—�' lR1 EXiSTTNG —(SEE SCHEDULE ON SHEET IIy_ tEXISTING6 ) 2'z4'CO�NNTFF��� R11N.SEPARATION TO CLASS I L LJ G�.1" I� I x GLAS J 27.4' PtA1E1(SEE SCHEDULE OW SHEET 71) p �Pi t G � [i 2 ^y �_ ft REO'D. DTI �I 1 , 1 4'11-20z3/4'S.S.V200 'v o ( DHINE SCREWS 1/4'o-zO.3/4'S.S. 8 ( q {'',1 1 1 MACHINE SCREWS W/ ail N USING t/4'-20 NUTS I 1 >••._ a ,�•., WALL i 1/4"-20 NUTS 012' ® 12'O.C. �FINISH (t I I ! _ 'ij Q.C. j Y•-�yIIVM1 ii. / t •� 17 oR18 OR . �DR 18 1 DR 15 ` } f �jS o1 :I 2"WWOOD POE ! t 1'. P.EO'D. 1"tAin. , , � 1' ( 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1( 1 I 1l1 v �y1 L7 OR I _ I ;1 1 11 I+II THREADFORM TECHNOLOGY W/1 1/2' f • �' „ I 12 x4'CONT, Mtn. PENETRATION OF THREADED AREA TO II I 11I i 4•o TPPCOH OR TAPCON WITH ADVANCEDSILL PLATE I I E%1S74NG VlOOD HEADER. / 1 1 1 a o rr�c0N OR 1' 'i THREADFORM TECHNOLOGY W/ 1 2' _ -•-- / i REO'0. (SEE SCHEDULE ON SHEET 15 i / \ TAPCON WITH ADVANCED rCC:MBINNED 4 FOR TYPICAL 1 r 1 y L ) ! 11-1 l ll L MITI.PENETRATION OF THREADED AREA INTO PLYWOOD ',, `--WALL FINISH 1 2 MIN. CDX THREADFORAI TECHNOLOGY SSEMBLY. (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2•z4• / \ 'V!/ 1/2•A4n.PENETRATION OF SECTIONS CAN BE .I STUDS® 16'D.C.MA%.�'}PLYt7000 REO'D. \ 1/2'M:N.COX PLYWOOD REO'D. WALL FTN[SH-1 THREADED AREA INTO PLYWOODIN ANY WAY TO` REO'D.PLYGOOD TO DE (SEE SCHEDULE ON SHEET 15) NSTALLATION• ®HV WALL SILL INSTALLATION LE)OsnNG MIN.2'W STU05�B I6'O.C.tA.47C. REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED To STUDS IN ACCORDANCE ACCORDANCE VTTH 1M7H SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE LICt[IATIONS OF Ug OF P HV WALL SILL OF F.B.C. BLADE ON SHEET e ��.cE FLORIDA BUILD{NG CODE Hon High Velocity Hurricane Zone p10"'AVR A. rF ram^.. 02017 TILTECO.INC. 1512017 EASTERN METAL SUPPLY, INC. ,011�P BERTHA HVTTd :'4�c��s •• = A S S A■ Accordion Shutter System IL ECO �N�. Kv. MADE#t w/OR w/o Fl.v. vnNnow GLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Eve H DESCRIPTION DATE DRAWN BY: LC. ' ♦ t`• Association, Inc. 1 011D 15-085 7/27/1 DATE: 07/27/17 ^ •, r• . 6355 Ii.W.36:n.St.,Ste.305.VAGINA CAROMS,FLORCA 3316 PRon6:(305)871-1530.Fax:(305)871-1531 4263 Westroads Drive z DRAWING No Ct7 ti a 61: west Palm Beach, EL 33407 3 1U6719 0 .......... NV~/1T1 VaLTER AOT�LIT J,P.E. 4 1 7—1 07 P.E. ty�j}btRE/DATE FLORID U,g 44167 5 SHEET = 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAME n1 ONLY SHALL BE LIMITED TO 105.0 s A.S.D. DESIGNPRESSURE RATING SEE SHE 19 OR MAX A"FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON II t job TAPCON OR ! E0 ED 2"MIN• 4"s8"(Min.)EXISITNG —'i---"- - --EDGE IF APPLICABLE / TAFCOiJ YtlTH ADVANCED I WOOD BEAM REQUIRED. / ( ) THREADFORM TECHNOLOGY I/ / .—.— \.__ _ W/T 7/2'lTn.PENETRATION 1 4"C-ZOz3 4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO / / OF EXISTING WOOD BEAM %••� �// / / i� I. PHILLIPS TRUSS HEAD TO BE CERTIFIED BY r -- --- I>/ DOSHNG WOOD HEADER. lAACHtNE SCREWS + '�._-- —_ __ _- _ EXISTING WOOD \ \ or IAin. REGISTERED EWGIWEER OR '% (SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EQ—'I--E ��-- ----� TRUSSES OR T•-EEO ® 12.O.C. SHUTTER INSTALLATION. / %%q ) T/2" 7JY RAPIER W 24" 19 iii O.C.REQUIRED 13 OR 1$ I/ab TAPCON OR '�% rr/ !---- I - —� TAPCON WITH ADVANCED , _- %r / EXISTING SOFFIT iv z ,J .25T THREADFORM TECHNOLOGY ` ,f i%, I 3/4'Vox.THK. 1 1/2'/Aln.PEtJERtY.TION EO EQ 814x3/4" 0 EO i 1•x4'xt/8"COtR,ALUM.TUBE THREADED AREA TO /• m •\r 1 ".I i —OPHOI AL. EXISTING 11000 HEADER. %,']r S.Af.S. It+ (6065-1 6 ALL 1'!J "1) (SEE SCHEDULE ON SHEET 15) ®fi'O.C. I (3)5/16"0 LAG SCREWS TO t�.til ..—O Or Q Or 1$ I { 1 Or 13 Or 1$ EACH RAFTER OR TRUSS. MiDWIWIDTH OF TE LAG SCREW$AT EXISTING WOOD `EXISTING MIN 2"x4' 1 I I MEMBER,(2'Mtn.NOMINAL EXISTING--1 HEADER REO•D L I OPEtJ HOLE AT EACH I WIDTH) Y!/2'!.L'm, GLASS II lAR7.SEPARATION TO GLASS STUD TO ACC-cPT PENETRATION OF THREADED EXISTING (SEE SCHEDULE ON SHEET II) I ii 5 f16'6 LAG SCREW I x AREA.VALID FOR ( GLASS--i I AT CENTER OF TUBE I INSTALLATIONS WITH 72pd I • MAX.A.S.D.DESIGN LOAD ANG 1 TOM (SIFT ( I N EXISTING I MIL SEPAR;nON 'n 9'-0'MAX.SPAN.THIS HV WALL HEADER INSTALLATION S01MULE ON SHEET N GLASS--I�70 CIA•S+(EE I I INSTALLATION IS ONLY VALID I FOR MAJF@ALA ♦ —t FOR WOOD W/MIN.SPECIFIC I on SKEET Is FOR tOOR I Ii�fZE19 Ergo GRAVITY Or 0.50 AS DOUGLAS BLADS(D 1 I RCESm✓X9 1 OR 1 FIR OR SOUTHERN PINE No.i, I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSE?BLY 1 l Co O R EQUAL. INDIES2-1ADUNTING SECTIONS CAN BE CO%WgED T HV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. U H CEILING INSTALLATION ro °IM 1 OR ( LAIN,SEPARATION TO GlP55 -J SQEDLIE SLEET I SEPARATION C EXISTING 11 FOR E�1t)NA J TO GLASS (SEE SCHEDULE ON SHEET 11) II GLASS\ I ON SHEET F� I I(SEE SCHEDULE I I IXI l.ANSS--f 1 \( °a ION SHEET t 1)ALTERNATE I 1 I I I SANCHOR E I i ± I I EXISTING I l ( WALL-7 I I I LOCATION ♦ 3/8 U_ II10x3/4"HEX GLASS—i I I I —� I 2'x6"MIN.WOOD nNISHIJ4� ©' 7 3/8•ew• WASHER HEAD TEK I DECK REQUIRED ILL�J Ten:. / 13 OR 2'x6'L9N.WOOD ti SCREWS® 12"o.c (NO FINISH DECK REQUIRED (NO -r _ e _ (---__' _-_�._ - _---- ALLOt';ED) FINISH ALLO'NED) _ rEDGE 19 EDGE OF DECK 1)Y L• !"___.- -` i OF EDGE OF DECK �` IF APPLICABLE --�,. 9 '£TT--I —_..__ - DECK IF APPLICABLE i— -_-_...�- IF APPLICABLE 44' i t 1'\, Il {{I y\\ iA4"0 A'C/1OTH ADVANCED Min. PNILU E TRUSS HEAD S �•_2_M6`- —� 1/4'0 IAPCON 0R T�- - \ 1 4'o-2ox3 4'S.S. r ---- -- APCON WITH t•L2'x4'CONT. I, ` THFEADFORM TECHNOLOGY W/ 1/A-20 NUTS ( THREADFORM TECHNOLOGY W/ 1 1/2'� j t I SILL PLATE \ W 1 I Z"Min.PENETRATION i/4'0 TAPCON DR TAPCON WITH ADVANCED THREADFORM- 2�lAW.� pENETRATtON OF THRAJED .' + \l— / / ® 12'O.C. REO'D. I OF THREADED AREA TO TECHNOLOGY W/ 1 1/2•Min.PENETRATION OF THREADED AREA TO DUSTING Y/003 HEADER (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15)(SEE SCHEDULE ONSHEET 15) EE LLUR L OF USE FOR O'HV WALK-OVER INSTALLATION VV HV WALL SILL INSTALLATION 6 S' ILL IW HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,`111,g�P'••••••••••,• L/J• 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. : ENS,",•.V - BERTHA HVTM • A `i'' S A Accordion Shutter System ,._ IL ECO �N�. . s�s H,V, #1 W/OR W/0 H.Y.NANDOW BLADE TILLIi TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: L.C. "•.•!!!!' (L. ! 6358 N.W.361h.St.,Ste.3M VIFGINA GARDENS FLORAA 331 ASSOC(UtIC�11 Inc. i OLD 15-085 7J27J17 HATE: 07/27/T7 IV Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No ,�'�+`���•.�.•• r-\'a+e1i1 a-mcE8 t10006a719I.com West Palm Beach, FL 3340E s 17-1D7 AA cF 17 WA TER A TLLR Jr,P.E. 4 P.E. SEAL SIGNATURE DATE FLORIDa ua a4xfiT 6 SHEET - 17 OF 20 END INSTALLATIONS n HV BLADE OR lIA WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-xi N rZOD STUDS RM11 Yxa•UN.V..000 21K'wa ' r;! STUDS REO•D. .ZGO STUDS. \• '• � \` 1/ie TAPIXl .• (AS A�UVzte) , \ / ANGRCR 0 6•O.C. ! I + ,' % /. Yz4•LL:L 1 \ ' / W/1 t/2-NLY // (AS A STUDS. FWS, \\ / is{Y�P""'W/QxI ,J •,•\ J ( '• _I\\\\ /d/ ! AFFIIGNIL) YU1 l` tiTo M1� \, FVSN j \ STUDS EMr. \ I` J�FY.LSiIttO 6t155' ` I�i �E166S11f:c GVSs y \\ X a0 CLASS _- TOaA55(ST'i �-1/2•YaL wx ro GLASS ISEE _ ._ - AT.`l SPAWLtit _ t6t SEFARV S.IE eE M sar PLm9eD. S�.AF ON S w ro ats(stF r/z•wta emc TO li1SS(SS /7cY3'NAx. »rat vA'd pd:a �mnE at MET. PLrncL�_ ssoLLE oca sIEEr tr FOR WEE 0-16 '`� (6C6}T6)COrR. FiL.e�N 1/2-w1L C0z at V_"T5 Fat "_ 11 FOR SLA EMAND 1/z- 11 FOR blAXOR ISP�IDQ'9 I Lux CLOSER FLYSDOD.� ��Q'cy W.�� � ON St[ET 19 Fat 1 al SEEr 10 FOR 11-_..L PLAX(LOCATE 1!z ff R-0SN I 4aA0ES®h✓1�1 H/i6mQQ AT ETriER SZE MIN t r OF& � --E 1-c31'W. S.Y.S. �' -—�-— W Ap L, Olb QC /10x'/2.S.Y.6 Ol6 D.D. - ! aRaT-T6 YOr)AT 1GL-0.nr 7 - (11 f-1/Y S.us.TOC.la ( —T 5 P. v' a 1ii xi i�t .rTv m 1 OR r!y 4 [u SEED At x rc s �oR;g• DDxn sac r�;}) I t OR Cy )! /// 'EE DEFzl x FOR 1 OR Try: ISZE s0 TRy'✓•S cO� t,�-��• ''�^(�,•Q.Oo®�i0!•(,x5^ fii'�.(cZ OO^Qnia• • / WE��fa c°5 fs•a�Ui'�aq ,t.�^ t0 TRACKS C°J'�^R Cf�'t�L'r. rio 0.G3asJ9.�a '�a^�'�-V'�^ �s•T .y�.4^v.p. r�.p.�r�6rG.p. a 2�•�e. .�.Ga.�j. Ls,•�^.�CvC G p, .�.4.2.0, i ^ a'�•U�^ p.ryaLa.�s^sa.Gs @'EQ" "@_Cf @ END CONNECTION DETAIL 9 END CONNECTION DETAIL T a END CONNECTION DETAIL Q7 END CONNECTION DETAIL CB) e EXLS71xG .FFp1p-+'ED OtM1Y iDq SPpi1S GREA TER RAY 17-D• 2'xi tA'L 1t _ -- -- -•I'—Z Si0G5 R[D'D t fi a LFFCON AATx045 1/ia TAP=MONO ),6 Mc sY.s j./t r/1 nls ac. EL16lING GLASS-- FahTRAM.'Y O t2.O.0 PENETRATION I. f2.O.0 ML — - to aASS(s E 1 t4 ♦ SEE LIMITATIONS OF USE FOR to rs;s(wt ` '� J. / i . t/z'14:L ;1FOR SOEDa0,T V I_'+11� BLADE to ON SHEET 79 El 19 OR i =¢)CN.Z�4A 1_ •t ` j` ' �" /`fl I ElwEsma.gq asps Ota D 6lL 08 R gc= 4JN__ -_�_ �� 7O_^ 1�Ln 11�34ii j�i CA ' L 7 MORiA r 4 :z� (i t Oq f•>�^^•O•C`•�•L3^ -.. ••�`nr:l rwrsN Y.a•uw.W r Wu1._/ II'^Q'©'(:•3• ^ 11`ytaac.(g"(L VIEW Y )Q '� STUDS REO'D.DDD FINSR tq;�l.�j}. u{�jf.�$a PLAN ++1 L y�•fl•tcJ 4^ 'D•�^r,3.t^pp.0,• �•L�'^�F3.6t�Ug•I3,^ ��•£-r.t3•Ls•CS) Q° DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL 12 F1dAdIAtliis>3r FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t`,11,,p�-.•••,....,••• �I�,�Y G2017 TILTF"CO,INC. 02017 E/STF.RN METAL SUPPLY, INC. BERTHA Accordion Shutter S System KV. MADE#1 W/OR W/0 N.V.WINDOW BLADE ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: L.C. Association, Inc. i ow 15-085 7/27/1 DATE: 07/27/17 U55 N.W.36A.St.,Sta.305,•ARGMW GARDENS,FLORIDA 3316 PIT-:(305)871-1330,Fox:(305)671-1531 4268 Westroads Orive z DRAWING No L7(� .- R:t7fma..4— West Palm Beach, FL 33407 3 '7_1 07 •••'••........•'••��' � •, WALTER.\TLLIi Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA u.. 44167 5 SHEET = 6 18 OF 20 `EnJ' (A)) p��y ��7y�� 711SON WITH to [U�o)�y�3mva�2lox® . GENW l UMMATIONS AND CONDITIONS OF USE FOR BERTHA Y T C7 1.M.A.S.D.DESIGN PRESSURE RATING:+110.- 110 P.s.f. 2.LUUL SHUTTER SPAN:96' ` 3.ALLOWED MOUNTINGS:A D.G&H ON SHEETS 6,7;AS WELL AS a MOUNTINGS M.0,T.U&W ON SHEETS 16& 17, _z ONLY CLNTERMATES T (BOTH W/ L4 OR 1t ARE ALLOWED WITH n �4 0R2 S Y `Sr AR ED IN A CAL OR GP( INC IA OUT.IN CASE OF OPPO LNG YGUT, 5 IIUSr BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CFlBE E TYP.EA.ENO • ♦ S.(A)HV WINDOW BLADE 1A SHALL ONLY ALLOY/A MAXIMUM OF 5 OPENINGS ♦ •• f (3-0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (a)MIN'CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE MAX.5 WINDOWS • • • • ♦ OF ANY rO HOLE FOR®SHALL BE 12•. ALLOWED T HV_ In YANOOYI BALADE 11�T (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW BLADE N _ (D)HV WINDOW BLADE @ MUST BE USED ALTERNATE TO A 501JD HV BLADE 1l� THROUGHOUT SHUTTER'S WIDTH. • (E)CE RMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV c • : • • o' GLACE VAT EDHER SIDE OF THEM. SS 111LLL (F)POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED SO TN6 TABS FACE SEE END ' SPY 'iH£INTERIOR OF THE OPENING BEING PRMCTE0.HV WINDOW(4J4 MUST BE CONNECTION �° • • • • • • (,') (,"I ONLY WSTALLEQ AN LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS ♦ • ♦ -Mla u LG INC. 10& 18 TYP. L& FULL HEIGHT.— B SI &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 6g1Lo�A1 BUILDINGS ON SHEET 15,AS LIMITED BY SPAIl AND DESIGN LOAD(SEE NOTES P TYP Ci •�9�^ I &2 ABOVE). C SEE ANCHOR CONCRETE SCHEDULE FOR INSTALLATIONS 12 INTO POURED _ =�$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY �• i SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). 8.L6NIMUM SEPARATION TQ GLASS SCHEDULE,PER ASTM E-1996: (SEE OP FOR REQUIREMENTS) W �Z (���� D H TP TOP&BOTTOM �1 o:y, QL 6R 10 J 7 YANQ ZONE MINIMUM SEPARATION TO GL455 —UNUMRED WIDTH ---' I THRU 3 1' ELEVATION MIX s�AWON To GLASS 4 6.25' --EXISTING GLASS SEE SCEECULE ON SHEET It FOR BLADED �' __.._j A"E'1 ON THIS SHEET FOR Etf�©&a c ---------- -Z---------- <---- -- --------------- 5 � A T RNA OPPOSy(�(O CENTERMATE,S itt. W/&EXTERIOR ONLY) Co" AND W/2 OR 2ZS (SEE NOTE 4 ABOVE) ov C (11 TYP. SYM�IAETRICAL C AND ENTERMATES 21 �` �� / rnnsx Zti?y t%07`SO(SEE NOTE 4 ABOVE) PLANY24�25 TYPICAL n HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE ILA, SHUTTER* ,+ e FLORIDA BUILDING LADE(Non High Velocity Hurricane Zone \9'' P:� EI'IS�( ®2017 TILTEGQ.INC. 02017 PPLY. INC. R BERTHA N METAL SUHVTM /- �\IL E C O im,. A■S■&A■ Accordion Shutter System Kv. MAX#t w/OR w/o Kv IMNIX]YJ MAX American Shutter Systems .N. DESCRIPTION DATE DRAWN BY: L.G. TILLIT TESTING & ENGINEERING COMPANY 9 L� Association Inc. 1 OLD IS-085 7/27/1 DATE: 07/27/17 0 ,•.Fl rT�1 mP \t4, 0355 N,W.36m.St., Ste.305.NRCCIl4 CdR00 S,RORJA 3316 T Phone:(305)871-1530.Fax;(305)871-1531 4268 Westroods Drive 2 DRAWING No _ [ ` a 0.6Neco3ool.com West Palm Beach, FL 33407 3 �s�/0�111 �,\`L� ••' EB-0006719 1/7 —1 07 9L •• v/ALTER A TILLIT Jr.P.E. 4 •P' 'I FLORIDA U..@ 44167 5 SHEET _ P.E. SEAL/SIGNATURE/QA7E -" 6 19 OF 20 -x 11/2-,D.D35'THIGK4,021 , INSTALLATIONS W/�1 HV BLADE & HV CENTERMATES ) , -,2.000"M°x-; Lan.ASTIR A-653 GRADE 4Mn._VARIES 11 W..C-60 GALV.STEEL 2 ..,°K.-� INTO METAL STUD WALLS * 0 083°METAL STUDS AT 16'O.C.0r/2' / a7s a114"a NOMINAL W38 * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE I J%O I I( 12 I I o g T FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 3/4%6 1/4•.0.035-THICK W..t 4Sc ! 43a SYSTEM INSTALLATION TO METAL STUD WALLS 10 CONT.GALV.STEEL TRACK CHANNEL,,a 6•o.C. 0 6•o.c.�,I I SEPARATION TO GLASS SCHEDULE 3.000` ASTM A-653 GRADE 40 Ian.G-60 I GALVANIZED FASTENED TO STUDS ; ' �� 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Mcx. V//(2)@6x1/2'TEK SCREWS ON I EXISTING FINISH 39 I,11 INTERIOR&EXTERIOR FACE ; A5 APPLICABLE t; 1 1 2_ MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM N+ 1 I W ASTM E-1996 SEPARATION - 43c LENGTH+ T° EXISTING OL4S5-I MIN.SEPARATION K 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS t0 cuts 43 1/4"0-2OX3" BOLT �(SEE SCHEDULE) I' 43 y t THRU 3 1" 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c t" ') WITH 21 ARRANGED A SY METRICAL LAYOUT. O USE 0 (2) 35 (6° LONG, MINIMUM) MUST ALWAYS BE 4 4" EXISTING FNISH > INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 3/4'1 6 1/4-x 0.035-THICK M, I 1.373" CONT. STEEL TPA^.1(CHANNEL,( AS APPUCAELE ,,, t„ 1 , CENTERMATE. 250° I- 050' AST.A-b53 GRADE 40 Min.0-60 GAL-1I2ED FASTENED TO STUDS v/(21¢6x1/2-TEK SCREVIS ON , 43c �T— WERIOR&EXTERIOR FACE ' t 1 ®6°O.C. ®fi"O.C: n 1/40-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43c 1/4"0 ELCO CONSTRUCTION w __-__-__ 1/2- 12 38 CENTERMATE @ APPLICATION WITH BLADE @1 PRODUCTS FAB-LOK HD W — --- 43b ,6'.1 1/2-x 0.035"THICK ?�'YA:RIES"� ® 6" O.C. COMPONENTS -Win.AS7M A-653 GRADE 40 -.x M'�><:.,.; Nin.C-60 CALV.STEEL 1^ .•• ---'.1 MS WALL HEADER/SILL INSTALLATION _ METAL STUDS AT 16'O.C. !Ain.:��`:- •:1 EXISTING FINISH AS APPLICABLE SCALE 3/8°= 1° (7YP.TOP L-BOTTOM) _- _---_,-,-.-_ -- -- - ! _ 1 3/4°x 6 1/4'x 0.035'THICK Lon. ---"--- -- - - - - TCONT.GALV.STEEL TRACK CHANNEL, !G GLASS I j AST1A A 653 GRADE 40 kin.G EO ` `I , � I •; :• 1 I 1I GALVANIZED FASENED TO S TU DOS S MIN.SEPARATION VARIES WTERIOR&EXTERIOR FACE .REWS#6xi/2 TEK SYMERA W/(2) I%::I 430 43b 43c r0 GLASS 2 CENTERMATES �•CENTERMATES W ' I: / ; N I I f I•;:?';;_:.•.:.{;,• _,. '.::; ;'' :" I,:a`:_.::': ,: {1.jXTERIOR ACCESS SIDE; j '.::..,`: I ;.:.INTERIOR ACCESS SIDE :It (SEE SCHEDULE) Mo%. .. I U --- ------------------------- ----- ----- ------------------------ ------ ---- -----—------- -------------- ----- -------------------- 6°( '•>— -� 1N 35(6,.Min.) IN I -- --------------' -------------------------- --------- ----------------- --- ---------------- ------- ------ ----- -------.>._ 24 -------------------------- -------- -------------------- ---------------- -------------- T —...,... �� —----------------- -- ------- ------------------ --------------- ---- ----------��=___=-- ------- -- --------- -------- _ -- ---- ---- m.- - - - _ . --------------- 1121 21 LO ATT D AT 12/ \I------ - r ------------�- HV HA DER/SILL ENDS VIEW Y 12 3 1/4 (rrP.) Z35 0 M in.) i ._ r 24 6 1/2`MAX.SIACK *I� SIDE CONNECTION TO TRACK (Cont.) 6 1{2" HA IHVVB BLADE SLACK DETAIL HVF FyC FLONDA BUILDING CODE(Non High Velocity Hurricane Zone' 111 ©2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. BERTHA HVTM 1t IL Ee o INC. A.S.S.A. Accordion Shutter System WI H.V. RADE#1 W/OR W/O KV. NDOW BLADE • //�•J¢•� '�T St.. TESTING do ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRM7N BY: L.C. 1h.St..Eta.]O5,W7OLNIA GARDENS.RCWA!!18 Association, Inc. 1 OLD 15-085 6355 N.N.36 7{27/t i LATE. 07/27/17 phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No a- .11.Ot-C-L— West POIm Beoch, FL 33407 ! / I oiT[A•'•.GVil1Or'r�'e�11,,� IYAITER AOT�IT1 Jr.P.E 4 / 1 0� S S f�yVV FLORIDA Uc.$44167 5 SHEET P.E.-SFI1� 1�f}AitlRE'DATE 6 20 OF 20