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Home My WebLink AboutProduct Approval d RECEIVE® ice' : Y � x - . r APR 12 7 17 g Geis tiome ;Log in user Reglstrallon 1 Not Topics i Su l cot Surcharge 1 Stats&Facts I Publications : Contact Us ( IiCIS Site Map Links { Search LUcie Col_ntvi Pen,11fi>IN ytsv Pioduq'Approval ---� USER:Putilie Use yypr . Product Anamval Menu>Product or APP110tlOrl Search>Annkrirtinn Ilst>Application Wtail FL# FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email4268:Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley,@eastemmetal.com Authorized Signature Bill Feeley ` lrodriguez@easternmetal.com Technical.Representative Address/Phone/Email Quality Assurance Representative. Address/Phone/Email Category Shutters Subcategory Accordion -0 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 Waiter 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 12/31/2019 Validated By. John Henry Kampmann Jr, 0 Validation Checklist-Hardcopy Received Certificate of,Independence F 8 Rn CO[ AM•RI AN SHUTTER SYSTEM ASS O tN DRAWIN+ 41-107 CERTIFICATE OF INDEPENOENCE.PDP F1,389 R9 Di AMERICAN SH ITTER'SYSTFMS ASS=,-iNQ--DRAWING 17-106 CERTIFICATION OF INDEPENDENCE r11PDF Ft 389 R9 COI AMERICAN SH(ITPER 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 E.qulvalence of',Product Standards Certified By Sections:from the Code Product-Approval Method Method 1 Option D Date Submitted 09/18%2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/,12/2017 Summary of Products. FL.# Model,Number or Name Description 389.1 'Bertha HV Accordion Shutter–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, F1.3139 Ro 11 AMERICANSHUTTER SYSTEMS QSAWING 17- Approved for use outside HVHZ:Yes ACCORDION 5HLMR SYST_M 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 Mlssile Level"D".Max span is 12'-3'for 40 psf Evaluation Reports positive ASD,.load and 13'-0"for-35 psf-negative ASD load;the TI-389 R9 AE AMERTCAN SHLITTRR SYSTEMS DRAWIN[ 17= HV3.blade.w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 biade•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 'Window blade for installations Into McWI Stud walls,is_79"formax,-ASD pressure rating of+72,72 and 84"for+64,-t4 psf:See sheet 5 For other spans and ASD �• pressures. 389.2 Bert a HV Accordion Shutter-Blade Extruded'`atuminum interlocking blades retained by tracks(top 1 Only-(Non-HVH2)-Drwg.17-107 and'bottom)for storm protection Limits of use Installation Instructions Approved for use in HVHZ:No Fi 369 99 it AMERICAN SHUTTER SYSTF ALSO :. Approved for use outs_id_e HVHZ:Yes jp{S DRAWiNC 17-107 BERTHA HV ACCOR IONSSHEER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/AVerified 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 centermate"s and locking Evaluation Reports rod configuration fertile HV1 blade,8'-0"for+64,-72.p.s,f. FL 389,R9 'A AMERICAN SHUTTER SYST_M ASSOC. A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC DRAWING 17-107 PRODUCE OF'EVALUATION for metals stud mountings and 8'-0"°for 110 p.s.f,for HV1A REPOR'[.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent-Third Party:Yes installation drawl hgs for other spans and pressures. 384c3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg,17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In 14VHZ:No EL 189'R9 1i AMERICAN SH C=R SYSTEMS ASSOC,•LNC"— Approved tor'use'outside HVHZ:YesDRA1hriNG 17-106 B RTNA HV ACCQRDION SHUTTF.fl Impact Resistant:Yea -YSLPDF 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 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AM Rt AN SHUTTER SYSTEMA ASS C TUC DRAWING 17-106 PRODUCI EMU6110N REP_QRT.PDR Created by 1.ndependentThird-Party:Yes Back Nest 'contact Us 2:2661.81air$torte.Road.Tallahassee Ft 32399 Phone:850-487-1824 ThaState'of'Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement n Accessibility Statement Refund Statement Under Florida law,email'addresses are public records.If you do not want your e-mail address released In response toa public-records request,do,not send electronic mail to this entity._,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant.to Section 455.275(1), Florida Statutes,effective October 1,2012 ,licensees licensed under Chapter 455;F.S,rMUSt provide the Department With an email address if they have one.The emalls, proplded may used fdr official communication with the licensee.However email addresses ire public record.If you do not wish to supply a personal address,'please provide the Department with an email address which can be made available to the public~To determine)f you area licensee,under Chapter 4SS,FS.,please click helL. Product_Approval,Accepts; GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PX-D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EONtON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL N07 BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE$. TABLE /} P�•\R� DESIGN WIND LOADS INSTALLED WITH A DSD IR CRONAUTI'ACBE TOR Kd 0.5AS PER £SECTION SINGI620 OF ASCE 7 T10.AND SHALL NOTDCODE,FOR A EX EXCEED THE MAXIM M(A.5,D.)DESIGNC WIND SPEED PIRCESSSU EBY THE RATINGS INDICATED CTION ON WHERE SHUTTER WILL I AUL.E 4:F CONTENTS I V EN ON SHEETS 11 THRU 15,19&2O. 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 .Bl.ryy,�Y(D>gS-- :BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE Wf MAX.(A---D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15, 19&20. GENERAL NOTES SHEET 1 N.ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLGIVVA13LE STRESS FOR WIND LOADS WAS jjQ=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND"DURATION FACTOR CD-1.64 WAS.USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM'COMPONENTS 21-37 SHEET 3 DER"ILK 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 A5 PER TYPICAL.SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS' TYPICAL WINDOW BLADE&WINDOW DETAIL -FN BLADE 0 #0214.01-03,.10715:01-03,11004.01-05.#1214.01-05,00317.02-06,00609.01-10 AND#0210.01-11 AS PER TAS-201,.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1BE6 ��p�C' D£(D AND KV WINDOW BLADE 1�A AND E-1996 STANDARDS.(MISSILE LEVEL D,WAND ZONES 1. (WHERE.2&3)&#1220.01-10 AS.PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. APPLICARLLF) -HV WINDOW BLADE 0#0565.01-08-AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND.ZONES 1,2,3)BASIC PROTECTION-ONLY AND#0725.01-88 AS PER.SAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/SL.00K- SHEET 6 2.HV BLADE(}.AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET'7 3,BERTHA H.V.ACCORDIONS PINS(HV SCREWS),USED AT STADES KNUCKLE AND FOR DIRECTWOUNT CONNECTION TO TRACKS SHALL BE#14.2:75"AND#144.75'RESPECTIVELY.410-Kr MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED' CENTERMATE ALTERNATING DETAILS HV $HEFT'9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST DEAR THE MA MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3;MINIMUM YIELD STRENGTH FOR.6003-T6 ALLOY IS 3D.0 kst AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. - -- ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 310 ASI SERIES OR CORROSION RESISTANT COATED.CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 W MIN..TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND smL COMPLY w/FLORIDA BUiLiXNG CODE SECTION 2411.33.4. 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 01 :12,113,14,13.AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 'HV BLADE 0& WORKING N UNISON: 12, 13&15 INSTALLATION DETAILS SrX,WOOD SHEET 17 ENO CONNECTION DETAILS 7-12'&X,WOOD SHEET 18 S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779,582.COMPONENTS OF THIS APPROVAL ATE COVERED,N WHOLE OR IN PART BY U.S.PATENT#5458;179 ISSUED-TO EASTERN METAL SUPPLY,INC. 9.IT SHAH 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 �'� WINDOW BLAB QALY T�A ALL SHUTTER COMPONENT EDGES,WHICH REMAIN,THRU FASTENING N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION; TYPICAL SHUTTER ELEVATION SHEET 19' 10.EACH UNIT MUST.BEM.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 C1�ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER N 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 N.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING.AND ZONING REGULATIONS PROVIDED BY THE JURLSDICTION WHERE. PERMIT N5 APPLIED TO. 13-(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC.AND DOLES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING 11FE 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.ED. WILL BE OONSIDERED.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(F-O.R.)FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. {e)ORIGINAL P.ED.SHAH BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD-THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity 'Hurricane. Zane 1TAT,'iit r6 02017 TILTECO;INC. @ 2017 EASTERN METAL SUPPLY, INC. ER 1 4 J ,,fl:l.TE:C O>N�. _ £ , H.V. WX#1 w/OR w/O HN,,WINDOW MADE American Shutter Systems oescRmllcN DATE oRAwN eY: Lc `'+BTT pp TFLUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7 27/1 DATE. 07/27/17 ^ a� �+ • O �-e�' 6359 aw.36tH.54.& 0&NRdNN WRGDNS;AMfWA 5316 Phone:(30*71 1530.Ta::(305) t-1531 4268 Westroads Drive 2 DRAWING No ,�,1 ^ \ o mal hltecopod,wm West Palm Beoeh, FL 33407 3 W T - 4 r`,,\ EB.'nUJr19 17-1 L7 SS��G ,11' wALTD1.A runJr.P.E. ILCRIDA U.-If 44167 ":5 SHEET P.E.'!%A�Sf&AY6RE/DATE s i OF 0 TIAdOD r 3'r FOR VIDON 6lME� oA, VARIES 1.4 i" . .�� p as r _ O "GI MOz. 't) 0 7L 4 X41 ' p 4• 4 A9 eV o i HV S lI BijgDE MY 9180` STARTER 3 HV UNIVERSAL FLOATER - QUALIFIED FOR USE Wf COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE(D 0 HV ,�►,IRECT MOUNT HV BLADE(,1 1�A Fel 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 i 6063-T6 ALLOY A TEMPER 373: -'q 6063-T6 ALLOY AND TEMPER t5O0 '124 •085" p�"ty .670' yam 6 0 N (TYP.) . 0' 3.556'. 1990' .670" .226' o n 24� ^(.9v ' bV ADJ. ADAPTER W/LIP : 0.036 r j.179" 0:072' 0.072' 125" 2g• QUALIFIED FOR USE W/ HV $�HV WALK 1}V ADJ. F DOR. TRACK BLADED QUALIFIED FOR USE W/ HV 0 HV TRENCH TRACK L 6063-T6 ALLOY AND TEMPER BLADE,() QUALIFIED FOR USE W/HV QUALIFIED FOR UAE W/ HV '6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 1 HV RAINGUARD BLADE(,717) 6063=T6 ALLOY AND TEMPER QUALIFIED FOR UxSE W/HV 6063-76 ALLOY AND TEMPER Ml VARIES "' 1.936` BLADE 1 I* 1.815" R' VARIES ,.936'_ 6063-T6 ALLOY A D TEMPER 1.9,T `oI o ar-083• 083' :093' .093' m cd _ --I r' ' 'I 670 .4p 93'.0 micpl 670 I 1686, a. 670 3.529'+ 17 (p HV HEADER SILL 4— T2s 11 FAV CEILING HEADER is) HD GEILJNG HIiADE R/'SILL O IFIED FOR USE W HV BLADE T ONLY, QUALIFIED FOR USE W HV BLADE ONLY L��y utiL L H / 6063-T6.ALLOY AND TEMPER QUALIFTED FOR USE W/ HV e1ADEQ 51.4 yi=..WAj, EADE ILL SEE SECTIONS FOR VAU(71TYl SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE(�1 ONLY. 6063-T6 ALLOY AND TEMPER _X. COMPONENT A B • Ti T2 X Y L a MNXMINYMN I' 2 Y 0.125' 2" S"MAX. 1/8" 1/8' g 3' 10.090" 2' S"MAX. 0.192" 0.192" 1�6 SIDE ANGLES 201 CORNER POSTS 19 2:5" 7"MAX. 0.190" 0,190" QUALIFIED FOR USE W/ HY QUALIFIED FOR USE W( HV ALUMINUM ANGLES. O BLADE QUALIFIED FOR,USE W/ HV BLADE 01 6063-T6 ALLOY AND.TEMPER BLADE T ONLY. { 2" 5'MAX. 0.139' O.f,31' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t I yy FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Vk i/ 02017 TILTECO,INC. Cour 2017 EASTERN METAL SUPPLY. INC. ISA %"vZ BERTHA HVIN BLADE 1L E.G O cmc. A ,' S A Accordion Shutter System ,p. ■ w ■ ■ H v #t w/CR w/o v NANDOW TILLIT TESTING & ENGINEERING COMPANY AmBCIGfln Shut#er Sysf6ms EV.N DESCRIPTION: DATE opWN 8Y: Le. ti. ZF(A OF: i auS N.w:.350+.51.,sen.365..HaOwu O.wOLNs.naaoA ss, Assoctafion, Inc. 1 OLD 15-obs- 7/27/1 :oATE: 07/27/1.7 * Ph--(305)871-1530'.1-:(305}871-1531 X268 Westroocls drive 2 DRAWING N0 �'.1` `1 e m 3:ORccaoOa.eam West Palm Beach. FL 33407 3 _�, . ......•°y�jV %, E8-0006719 a 17-107 .. nj.�""' 0 14% WALTER A.TLLUT Jr.P.E. V !1 rIn.ORIDA Uo.p 44167 5 SHEET P.E. � f�iYE/DATE _ 6 2 8F 10 4.660' 4.76 r .4' .293' FLAT O D 1p'-211 O SM 7""' p, MT NEAO THREADED HOUCAB E2tA1tE1 Sff'-2ED pig _./45' :o i p S.S.M.S. 1 BAKED PUNiEq 7/JiGLE6 E CAST (2 TYP.) o _ `�� BAKED PtiN1f4 r�QO• I. c •- p v EXAM T- I - 03 1._ .9� EGRESS Tu 0. MNa9 l• � .326' p.4^a.` .BRASS CYLINDER 6Ri3S CYLINDER h KEYS(CHROME (CHROME PLATED)' 21 BY CENTERMATE R o - KIM HV FLOATING ,�` o. s. L, 32s„1- m 'i H/LSE( HY EGRESS LO K QUALIFIED 6063-T6 ALLOY AND TEMPE(D& 1A ONLY QU IEC FOR USE W/tiVC8LA0 1. & to ONLY P R.• --� FOR USE oz 876"i QUALIFIED FOR SE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AND TEMPER C BLADE Bt .ONLY. BLADE 1�& �1 ONLY. AUm:FOR USE W/HV BLADE(f)ONLY 250'0.D. 2S74 6063-T6 ALLOY AND TEMPER.' PLASTIC HEAD -� -• t. a t6' 1.756' ,;r422'i 2. MOLDED i0 r 3 79' 1753'.01 S` � iso'AFTER RIVETING 06ti1 m 1/4"9-20 5x 3/4» BEFORE.RIVETING 4 I h ib N Pia ITl h h ' n n S.S. THUMBSCREW 4°0-20 RIVNUT* �. *SERIES 9444.ALUMLYUM(2024-T3 ALLOY)URGE FLANGE THIN SHEET Nu7SERi PART]:0620 A5.'MA71uFACTuRm BY AMDEL I2.7,..Q':..._ /�� 822' PLAN FROM 01VATION. (jo H »T»' LO 4.S CHERRY TWORN PARSIPPENY NEW JERSEY 07054 OR EQUAL 27 JLOCKER OR »T» LOCK CENTERMATE ��``IIQUALIFIED FOR USE W/ HV BLADE(!)ONLY HV FEMALE, »T» LACK CENTERM TE ® H�/ »T» K HV Ld TER USE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE 1Y/ HV OUALIRED FOR USE W/ HV BLADE(I)ONLY —� QUALIFIED FOR USE Wj HY BLADE ONLY W/HV BLADEQONLY. BLADE iQONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR''"" 7.9 7 7.417' .55_ r1 "o� 3.167 •..-....� j( THUMITNRN . CYL9iOER OR ^i .214' .062 214' I.c 52SKEY CYLINDER .ASST' n 10 0 ^ iv�m o (f1� wl p 0.875*Min. ci -4 ml n g Uq ry 'i,. m 1 .125'M.X.G W NO G G32 HD ROD Ad, q O 16 31 QUALIFIED FOR USE W/ HV BLADE 1 & k - -` QUALIFIED FOR USE W/ HV'BLADE(1)& . 6063-T6 ALLOY AND TEMPER 'S 5063-T5 ALLOY AND 7'EAiPER VARIES. 12'MIN., QUALIFIED FOR USE 1A T BLADE(:g&&(, 1/4'p-20 S.S.OR 31WO-fit 1.30' 6063-76 ALLOY AND TEMPER � TttuMBTURN ,�! (SEE t'"'-' � Dq _ oR n� 1'57. Min. .. m437510 CYLINDER M1/4 P4 HD LOCK QUALIFIED FOR USE Wj HV BLADEQ (� / 6063-T6 ALLOY AND TEMPER 6 � 3J$»4�"� -AGUA6 (3—J HV 'I 4n R1-�G0 ISI,304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 801sT LOCK. ERIE S.S. T S�INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS LI }1UMBSCREW5 QUALIFIED FOR USE W/ HV BLADE & J 0511 LED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADE Q QUALIFIED FOR USE W/ Hv BLADE FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zane' 111) a G12017 EASTERN METAL SUPPLY, INC; 1 p2017 DL7EC0,INC. tilt l " BERTHA H TM E►v A A ��' 9= �.r/� Accordion Shutter System L E O I;N C. ■ Ir ■ M N.V. #1 W/OR W/0 H V,NAt�OW BIA!}E T - American Shutfer Systems Ev..tic DESCRIPTION DArz. DRAWN E. LQ. TILLIT TESTING $ ENGINEERING COMPANY ASsoclaflon/ Inc.. .1 ola 15-.085 7f27/i DATE: 07/27/17 ` 4 t 43s5 M.3°m.Si.,SIS.303,N CAPMIS;n Am ss10 4268 Westroods Drive 2 a $TATE OF ^",i Pnpnp:<3os}871-1030 To.:(305)671-/531 DRAWING No a-M.R.. cp0pp!.cpm West Palm Beach, FL 33407 s 17-107 I 1 0006?f4 t3t�``••••••••• � }1 111 WALTER A.Tf1U}Jr.PX- 4 FLORIDA Lie..@ 44167 s - SHEET E. Sf iC ...I R!!'f DATE s 3 OF $0 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 2 cE 4azs TO BLARE TI Q Q HV BLADE 1 7 /ate„ NV WINDOW BLADE Q825' � .0625 .0525" HV BADE 1A ( lJ BF.PDE'5 `D OPENIN .0625 .18x5" Y HV LONG RECESSED NYLON BUSHING •, ,I a::� ri. KNUCKLE 39 HV SHORT RECESSED NYLON BUSHING _.HV NYLON HAT WASHER Q OR to a 0q o + ur PORTION` 4�q7 Rl D� 3 sa' R'iIOR T �No: A 4Y HV WHEEL CARRIAGE ASI 302-303 SERIES 0.870"5,3/16" THICK NYLON WHEEL F- N' 2 7/6"MIN. 14V WINDOW 1 3t5`oc 03.0 0:188"0 AISI 302 SERIES S.S. RIVETS i SEP.,ON 3.75ao' - BETWEEN ---- .0625 -.0525' J HV 1 3/4"ACCORDION PIN W%#8 HEAD � EXTERIOR iI OPENINGS f 5 3/4 �._ ....., .§ ON CENrERs^fCO�OM,Y Y 7500". HV 2 3/4" AR .ACCORDION PIN'W/ #8 HEAD* -...�` &1' ,} ^ly `•o -t _ I n ..3' /4" EXfEBIIffi.X&AW 3 �4 F4LYCARBONATE IMPACT RESISTANT NV WINDOW I. } BETWEEN TYPICAL HV WINDOW+BLADE AND sa POLYCAR ONAT HV WINDOW_DETAIL Re4ul©MENTS)� ( I i (D OR i N r:, d.OR Q 4 or 3 c•L0 YL CARBONATE IMPACT RES)STAN7 HV WINW BAYER MWKROLON 3103 POLYCARBONATE 12`MIN,C cE RESINS: UV-STABILIZED GRADE OR SABIC ' �• " Y ,.. �TO BLADE Ban M INNOVATIVE PLASTIC LEXAN 103 RESIN z � I (SEE NOTE "F" ON SHEET 19). 1 ; (1)OR I -- (1) HV'PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR N ll-- BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV'o OR ; 5EXTERIOR POLYCARBONATE SOURCEaE3u T wv Q BEAD!. TYpT ICAL SHUTTER ASSEMBIY ��-�y3, T1P10Y,.CItOP0tf1ES 5tAt1t7MD aaW 5Na;fit N.L.r; - HV PIN OR(g AT RE�MA= (2) IJV PIN MAY BE USED IN LIEU OF (9 AND ONLY AT EStT tOR ueswmw,v � BLADE's KNUCKLE. Et>YSS'dI. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00:324 {sEE No,TE*FOR SIMCce cony SW arse ow3 via' aoan t BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. oas 3 REouIREMENrs} ` ' }yp TDlSIIP 1900 MOM" ASO/4619 9400 P*., 9.WO asi. R AaAl.SIR[CM AT HEMI ASN0780: 17..$w P.J. 13.400 1d (3) HV PIN @ OR"©W/ 1/2" O.D. 1/16' THICK S.S. WASHER 4 t t RMOL WWIUS Am,Weo 340A=P.,,, u5,='L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, g> I i i ? wn 0 a00 ,.SIM 0250. 40 rr mA� 17 rT-tat SHEET @i i esetaR .^��M, WHEEL CARRIAGE PETAIL MRIXEAUMN 7SM 02843 472 R SCII-VAx �YOUT BATE. OF.OWM0 ASTM DAM C-1 C4159 0-.1 Qz N:t.s ASSu{YOUT StTF ICN ON ASO 01924 10#'F 880'F wu111ERlN0: ASM 0185 TDOLE S"04M M NI RWEA114ERNt ASTM 038 '4302 P.5,L am p:ti.. • nlR=5Ria BEFORE riZA'DMI" ASM 030 8461 q In HV BLADE SOLID & HV WINDOW BLADE DETAIL T.T.S. ,rlrrisstrrs�• ,. FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone +� .. ®2817 f�IF.RN MESAL SUPPLY,INC.02077 aLTEC,O.INC: BERTHA HVTM. C L E C.O N Ate . A Accordion Shutter System ■ W H.V.-BLADE#1 W/OR W/O H.V..BINQON 5LADE Amesicon Stiut#er Systems eV.N oEseR7PnoN 41>e DRAWN sr: 1 c. TILLIT TESTING.& ENGINEERING COMPANY r ° Assoclatlon,,Inc. 1 oto 15-085 x/zx/i DATE,. o7/zx/n. Q tsr tit' 6355 N.w.38M SL,s1.305.v RONU rwcrN S,FLO"331 c 426$.WesYroads Drive z i-fi PrtaPe:{aosys7s-Is3a.xo,:t3asysn-7531 DRAWING No 6 a 9a:tMecaoaa.com West Palm Beach, FL 33407 3 Sv/O(YFlY.* v4� EB-40087)9 4 , 17 10 A A., WALTER A.,TittiT jr.PIE. P.E. SEAL/SIGNATURE/DATE �oN uc.9 44167 s SHE ET e 4 OF 20 �•QI�' 9 ,,U�t *; ,OTES ON HV LOCKS AND CENTERtI�TEs_: "C�� 1: MANDATORY CONOfiON Jt; ONE HW LOCK(&or�0 SHALL BE USED AT 1 J2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR 8 OW 2 OF.SHUTTER SPAY FOR SPANS UP TO 105".AND FOR INSTALLATIONS AT ANY ELEVATION,KV.LOCK 2 or 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ OR @ CENTERMATES"W/(2) 1/4'0-.20 x 1/2".LONG FEAT HEAD,S,S.M.S. LOCATION OF LOCK SHALL.Be AS INDICATED ON TYPICAL.SHUTTER ELEVATION. DTII Ll1:IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 m �8{.�1 ` LOCKS t�.3 2.}.OMAY B£USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENT'ERMATES OR SHALL BE AS INDICATED ON NOTE (1)ABOVE. -Itgo-1)yr LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. aa- V7 3 � -J r, le SJSED.W/TWO H.V. LOGK�1 LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION BUT MAY ° 4 5 IE.Oto 004 -g4 a 0 BE USED IF DESIRED TO ENHANCE SHU17£R PERFORMANCE, LOCKING RODS 0 OR AN ALTERNATNE DEVICE v MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4, MA.mg RY CONDITION A.,ONE HV LOCK SHALL.BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK .or SHALL BE USED AS AN OUTSIDE LOR INSIDE LOCK, LS ATTACHED TO' CORNER CENTERMATE W/(2) 1/4 4-20 x 1/2'LONG RAT HEAD S.S. M:S.TWO LOCKING RODS CS. ` "IF AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. Nage=Neva- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v - . «3b2ii.: d 5. Ir •ONE ALTERNATE=itY LOCK tdkY BE tJSf4 IN UEtI OF HV KICK: �ar Eq;,FOR ANY SPAN AND -- , K= A 1NSTA TIONS AT ANY£!:ENATION.AL NATE LOCK_@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHMENT "� OF 1/4"4-20x3/4'S.S.THUMBSCREW TO @ OR,@ CENTERMATES SHALL BE MADE W/ 1/4'4-20x3/4 ALUM RNNUT AS SHOWN ON SECTION HUE; SHEET'S. ONE LOCK SHALL BE USED:AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANpATORY`OONDITION.#3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK®or @ or @ SHALL BE USED AT 1/2 4F 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.KV LOCK(a or @ or @ MAY BE USED AS AN INSIDE OR '-- OL/TSIDE LOCK.ATTACHIXI TO 0 or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LANG.FLAT HEAD SS. SEE END-- : M.S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION: USE OF LOCKING RODS��:W/ GONN£CIION. 1~ OR,@ TOP AND BOTTOM ISCOMPLETELY-MANDATORY, DETAILS ON o F E N I T ss TTYYP$.UL It *L40JES ON HY "T" LOCKS AND CENTERMATES• HEIGHT. OF CORNER uieu,rtcG�wnt- t. . CENTERMATEONE ALTERNATE HV-'T" LOCK 60 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION,ALTERNATE LACK Y BE USED AS AN INSIDE OR OURIDE LOCK..ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER U,AS SHOWN ON SECTION,KVG,SHEET U,WHICH MUST BE 10* 55.G�17+ ca 1 *0 oa < -- CONNECTED TO CENTERMATFS®AND99,W/ 1/4'4-20 x 1 1/2'LONG S.&THREADED BOLT V7/7/WO x3/32" ` + VBNGNUT OR W/ if4'C+-200*S.S.M.S_INTO A I/44x 5/8*RIVNUT. LOCK.MAY BE INSTALLED,AT MIDSPAN OR f2" 6-« 7 )a 6 71 1 F)oR MAXIMUM ABOVE AND BELOW MID5pAN.'USE OF iW0 LOCKING ROD$0 TOP AND BOTOM IS MANDATORY. +(g oR @.(D-0.@-C4+,9 *NOTES ON HD LOCKS A CENTERMATES I. DE-141" (/H CENTERMATES�t a W/ja z ONE ALTERNATE HD LOCK(54 MAYBE.USED IN LIEU OF TYPICAL t1 HV BLADE SHUTTER ELEVATION HV OR y2 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 0_4)MAY BE USED AS;AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD,LOCK(i!ij TO 513 IS W/3#8 x 7%8'F.H.SSM.S.,AND INCLUOES REINFORCEMENT INSERT 1 AS SHOWN ON SECTIONS.HD9-HV$AND HDC-HNC.SHEET 10,:LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING ROOS g,IS COMPLETELY OPTIONAL oJ1'I{/Jrrsrsri�� - FLORIDA BUILD]NG O ( on. High VelocRy Hurric .. one .. .. - @2017 EASTERN META.SUPPLY,INC. "�51 Q�. },�"��,. 02017 TILTEGO.INC: ic�lV� BERTHA HVTM Accordion Shutter System.. ■ ■ w RV.lam,#1 w/OR w/o KV.1^,iNoU+l CdADE TiLlrr TESTING & ENGINEERING COMPANY RCr1CT��Ican Shutter Systems DALE DRAW S`.. Lc. a W55 N.W.36uL sI.,Sr SOS s,ItRMNN WD-? FLOROA 3716 -ASsocla}Ion, InO. t OLD 15-085 7/2J/t oA1E. 07/27{17, j1I �' tt� : an e:tsos)s7c 15�.Fo..(30s)8i1-1sst: 4288 wes{roods Drive 2 DRAWING No '•..,, aa;uneeeoaa.wm west,Palm Beach, FL 33407 s AL�N ,�''15 WALTER t,nt0Ut Ill P.E 17-1.07 R.E. 5 •ar FLORIDA U..1 4y167 a- SHEET S CAj J51GIVd1URE/DATE s 5 Of 20 -'CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON t)RCONCRETE-BLOCKREQUIRED 1/4'm-20x3/4'S.S. POURED :CONCRETE SHEET 13) a CONCRETE ANCHORS MACHINE SCREWS CONCR62E REQUIRED FOR (SEE.SCHEDULE ON Wl 1/4'-20 REQUIRED 1. ...CONCRETE ANCHORS ,/ , 17 18 .5�A ATo-(SEE."OuRtwG(g)ON SHm 7) I �r f /` SHEET 13) NUTS®12.O:C: (SEE SCHEDULE ON SHEET 13) '� 1' t 1r �,� /{' / f` :('"' 'I.Gn. 1/4'0-20.3/4.^S. I Min. 12 0R 14 t EO E MACHINE SCREWS E6 4 _= USING t/4`-2q NUTS '` —�. 19 k 1 / 1l'z' < a� 12D.C. f 1/z7 t[{ 13 OR 155 f _ y ' 13 oR 15 E O:* 4r' " .250'Moa. i - _ a ,I, �t �. I .250" r f/ E 0r/s `'. i I 280"Max. lE!D r ! ' F '` C"•Moa. i i ` �r E t0•r /' +�\ IH!I..f= ✓r' , i I `r. / t OPTIONAL i t `--OPTwriAL r �� r i tF31 SkTAG11aN f 1 L` sEEt I. s4� • ' EXLSTING + .MIN..SEPARATION 70 GLASS 'i 1 7 „Eem arCE s3 t t Ott } Q CLASS TTNG ” -- -(See SCI-EDULE ON SHEET 11) EXISTING. i (p y.y I t i MIN:SEPARATION TO GLASS 1 EXISRNG r(SEE SCHEDULE ON.-SHEET 11) I , Goss.-.y �HV WALL HEADER INSTALLATION �^J HV WALL HEADER I�ISTaLI.ATioI�! �— .� HV WALL HEADER INSTALLATION + KEYSTQN�, EXISTING MIN.SEPARAP N 70 GL'A^s5 Lr .... + t"""�(SEE SCHEDULE 4N SH EE7 It I t' f'tA'S--� 4Tt SOFAR4104 t 3* t t i I t. E%rLASS ( , to cuss sN( I I 4 t OR T MN.SEPARATION TO GLASS ; GLASS tt 1DR--LtAOE a7A� i f t j—(SEE SCtGDULE ON SHEET 1t} i ON Diff to FaR rF m o. EXISNNO. i � { � r `� �'' t../-OPTIONAL R MIDES(Oka 3 r t Ejµi'�aj {{(Is}'Jt EAI,? 114 1/4•. Ht Rtt ~ Mas: t' `/ 'n'. OIL i 1 '1/4•MON. OPTIONAL i t+ 1;3 OR 15 E. a.•g f�/ i I I I 1rf eu� F��DfYY LED EQ13 O R 1:5 _rME1-2 O1 14fl4 0 20x314'S:5. f ' .", PHILLIPS?BUSS NEMffCONCRETE ANCHORSTRUSS HEAD hWCH[NE SC1Y5MACHINE:SCREWS USING ;.{ 1 t'j f/<'»20 NUTS @ 12"0-C:. (SEE SCHEDULE,ON. Wl 1/4"-20 NUTS 0 12'O.C. CONCRETE ANCHORS z' f / - POURED.CONCREM--- SHEET 13) (SEE.SCHEDULE.ON SHEET 13) {�" Min. OR CONCRETE BLOCK POURED CONCRETE) _',r��/,� `{( REOU;REQ OR CONCRETE.BLOCK}'�� f� `ScQNCRETE ANCHORS MALL REOUIREO @ HV MALL SILL INSTALLATION � (SEE scHEQULE ON FQ,-V WALL SJLL '�NSTALLATIOR '.+r POURED CONCRETE SHEET 14) OR CONCRETE BLOCK �{��y�j WALL REQUIRED FCl Hy SILL,. NSTAI T!ON; N.QIE OR. @lNA7i0NOF5�GgON,�,: f. INSTALLATION: DETAILS W./.. I-SEE SHEET 4 FOR TYPICAL SHUTTER. R E-D.-EDGE DISTANCE 0 SEE.-LUGITAT10H5 OF VS£'FOR I t 1 H y LAV . ASSEMBLY (SEE.SPECIFICATIONS,ON:5NEET Y3} BLADE_�ON SHEET 1S ��/ 2-MOUNTING SECTIONS CAN BE COMBINED - !N ANY WAY'TO SUIT ANY INSTALLATION; !//i !d . tt vAj FLORIDA BUILDIND CODE(Non High Velocity Hurricone Zone ..••^�- 02017 EASTERN METAL SUPPLY,INC. 02617 TILTELO.INC. BERTHA hVim AAccordion Shutter System . =LEcO111. ! . 3 ■ KV t #1 W/CR W/0'kV,WINDOW RADE % „� •$a' TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems w INSCRIPTION . aAic DRAWN BT: £a a \ Association, Inc. I o D 1s-oe5 27/1 DATE: Dy127/n (�\\ '6355 N.W.30.se.Ste 30MMNIA GARDENS:FLOWA 3316 (363)QT1 15w Fox,(3Ds)871-1531 4288 Westroads Drive 2 DRAWING No i I/y G.,M ''�aArIrAaLrrr •Rj1 : r.L lecopooLccm. Palm eoc . FL 40/ 3 17West } �'1 07I EO-00067 A. RdrPE. 5 SHEET P.E..SEAL/SIGNATURE/4ATE FLORIDA cc.,+:as1c7 s 6 4F F4 ED CONCRETE ANCHORS ! ua. ... �1 i_T___ ...,_)�...... I t aINN.SVAWO- !.. �. CONCRETE (SEE SCHEDULE ON SHEET 13). ,,:X:m a4 r 1 OR S I i •! ;`tS1E30=L%`G ON ' "I REQUIRED 'I."H tTA asneIDAra - �"� : 5HEE11Q i I �.` /i ✓ StAEB IOP i ON SIRkT 16 fpt wx:SEotxAllaN I , ,. D a•-••-� ,f APPLICABLE ExcLA55 FiAOE&(.Dk:Q i, r I' �. Y'-sAk s [ i ' I s f f :r I au-~as€r nl ,ij,F /.'fir ALTERNATE AO '! !I w , EXISTING CLASS LOCVN I '-poz.4/4 HEX WASHERHEAP I _ t3 OR 15 IJ� EG' E OF IC CONCRETE ANCHORS APPLICABLE[ E(SEE SCHEDULE ON SHET 13) ,ff_ ! EDGE OF t t ! EDGE 06 } a r / rt'i, r .i r- f r'^r/ '�'' AFPUCABLE EXISTING I I -t✓'/f.''1 f' / i �''r / f l f 6? SLAB IF I.,,•� s •'!I ' 1 2 ,},.1 ,� f EDGE OF r r APPLICABI:E r,.+'/rf r I/ / 1'I�/ /ffi,.J / SLAB IF '' 'r - /✓{,'!' wK.ypysu, E O E Q f # (,•`- APPLICABLE. POURED'. -. •,___�: TOURED. FLAT HEAD CONCRETE.ANCHORS TO t1t { .' '%/f f / f! CONCRETE D.k CONCRETE. (SEE SCHEDULE'ON SHEET 14) ...IIp t fm wk am .�. ` POUREO.. ,"{f �' !r.^'_J. •-'% f Wit. %� ^''.` / REWIRED FLAT HEAD CONCRETE ntlCHOttS. REQUIRED ON%w is<POR t OR @ CONCRETE s.-_ {SEE SCHEDULE ON SHEET 14) AlAArsm�Q , REQUIRED .a.• D• I1 TRENCH INSTALLATION ' VALID ONLY FOR UP TO +70, -75 PSF A.S.D. Q HV WALKr-OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER Q+ HV FLOOR INSTALLATION t SCHEDULE J3, SHEET 11 0 BY CEI{TNG INSTALLATION EXISTING - YN:SfA/1N11w1 "'•—•' . ..... CONCRETE ANCHORS (SEE SGHEGvLE O GUSS--J�• ^,•_{' R1t�)S:aaoe O ..... HEET,r57 1/410 �m_aa � l EXISRht0 mow"Im OR 1/4'0 1`0-vs 1/4- EXISTING 4` t EXt5TtNG•••^i T—"'--" I j I. EXiSRNC.,_.� a .GLASS '-y< ,�- ,r1 t G 5^' FAS'ITN1rT N,w NKa1d7,w/ MAX. CLASS , w Rw.avixAnax ro ,x/d'WN,oa-W Moe' -i:{,[E saAWtCax ,:} y i O.C.FOR ta•i0.G-0'SPAtt At9 i {.G Iii ,!� r I ♦'O.C.FOR '"'s tA1�.M"M '6•-0"IT 14 8'-0'ttAY APPLY_`. 4 SE L,,w AT EYtlti FASTENDt}1/11:7 I - F i i i I t I 1 1 III MAY4 at I/2' SHEET tif'gt iRt6iAtlQts 3/$ ('MAX. SEAIANF . -TEK SCREWS � � .+@ 12'O.0 i 1 i i t i i.�. aldx3j4' "HEX HEAD-111 } 3/8"/ j`�` !1 ! {' j'f` f,�` t/A a 204/4-SS GS TEX SCREWS 0 9'-D.C. ! y ".6174x3f4'S.D.S: __ t i I a t 4" t t s.rY �•--ttSl G i1+ -20.NNIS 0R 7fA"C-20 S.S.ht 5. CONCRETE ANCHORS ti __ _ 6 +_77 a 9"O.C. ` ___ M z. rl+ '' ff' O 12.O.C. W/HUT'®:9 0 C. -(SEE SCHEOl/LE ON 1/2 '..r %'✓�/l` {, SHEET 14) - �EKSTING.NON STRUCTURAL _ _. I 2 7 Oft t 8 t/2". $i` /'� `$ t 7:R 1 g 1 2.00 IN. WALL iRiN{OEOORATNE EDGE OF I f �' 1 -E.O, saq / f• !!I / / ✓ f �F 3 91�4 F.H.S.D.S. MIN. ,POURED CONCRETE �� ,l• 1f t 7/118', 1'7 8I �` = 1`,. ,. APPUCARLE CQNCRfTE ANCHORS SEE NOTE 13(b) S r �- ..^"�M ! () ,%fl. ,? a,''�-•- '•;E.0 f �,.-�r.�.. POURED CONCRETE- (SEE SCHEDULE ON ON:SHEET t BRED CONCRETE f ON SHEET 13 E Tyr - E'D"—i-----<:-•-f OR:CONCRETE BLOCK SHEET 14) DR EDC ON STOCK REQUIRED NOIN .KEYSTONE MOE3NTI - STALLATION opnoNAi. POURED HV WALL........,.,,._ iCINSTALLATION. FLOOR WALK—OVERMAXIMUM ASD.DESIGN PRESSURE:.f64,-7z P%1 CONCRETE © BY WALL WA K—QVEI2 I STALLATION w.wu SRuriu,saw A_o' REQUIRED J 0 HV RAINGUARD .IN-STALLATION t NOTE FOR COl�jl{NA,�.Q.H.QE S IONc; KK t THIS.INSTALLATION VAL BE DGES DISTANCE REMOVABLE WHEN PERFORNEO EADJACENT TO AN OPERABLE:EXIT * SEE UMI ATIONS OF USE FOR I-SEE SHEET 4 FOR TYPtCAt SHUTTER {SEE.SPECtFlCAT14NS.OH SHEET 13). OR ENTRANCE. BLADE to ON SHEET tg .�� INSTALLATION DETAILS W^/.._.. HV. BLADE ASSEMBLY ..��..J1 . 2-MOUNTING SECTIONS-CAN BE'COMBINED >.... -. IN ANY WAY TO SUIT AATY INSTALLATION: {++�'. :. $i' FLORIDA BUILDING CODE(Mon :High, Velocity Hurricane Zone' \{4 .•''•t+ v 02017 TtLTECO,INC. 012017 EASTERN METAL SUPPLY,INC. . T 0.44 Accordion Shutter.S stem �': i l 4.i��{'�,t N c. ■ ■ Rv. MAX#t w/DR w/o KV.wtroow American Shutter S stems TILLIT TESTING & ENGINEERING COMPANY Y DEscRmnGN DATE DRAwN AY; L.C. Association, Inc" I OLa'1s=Qas 7/27/1 DATe: a7/z7f1.7 Jr �/ �� 6355 N.W.36th.SL. fife 3G5.NRCINIA G4RMNS,FLOFXA 3316 a 4268 1Yegtroads Drve z DRAWING No FAgaa:(305)87t 1530.Fox (305)&Ti-1537 � A� �� 1tt A 1:sM..O.W.— West Palm Beach, FL 3.3407 3 t OR W06719 17-107 •rs�•../I/7rX'f4r It WALTER A.TiLUT Jr.PIE. 5 SHEET FLORIDA Uc.1 44167 P.E. SEAL/SIGNATURE/DATE 6 7 OF 20 SEE O SH EETS 10 la - SEE NOTES ON LOCKING RODS3® HV LOCKS® OUT eo FIN EXISTING CLASS _I N STA LLAT IO N S. W .�) H V AND ALTERNATE IN LOCK®ON SHEET 5, �.�- **BLADE SLACK DETAIL Iff IS VAUD FOR ALL �. �@ � BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADEQI U7aR© r ant(�4 aR©. ro, � � OR ©" © SEEEND WA ON NE91� .EXISTING CLASS DMILS ON SHE (6083-T8 NADY)ALUM. I ®.• 7' .. - 8'_1/2• 7• — ANGLE W/(x) +/a"o TAPcoN 1/2' oR�2•:® OPPOSING ( SYIyIMETRYCAL ANcxarss TO CONCRETE I CENTER RTES # (TOP/BOTTOM)&' r Q70a3/4'S.M.S.® l2` CENTS--• RMATES :(4)®1055/2•S.MO TU } O.C.:1iLL,LENGHT. W HV L Or \ 'MIN.SEPARATION W/ HV LOCK '7 ar 2�5` To GLASS A7 EA.CF!AlNGLE.(TYP)I ' } - (SEE SCHEDULE W -. 35* IN 3 ON SHEET 1:1) i * --- -- �? 5. 7A_9 ------- r-- o 3 10•©aRQ,�anQ.Q ox. HVA HVB F0 UT I HVC PObRED CONCRETE OR YF1 Q��«©•�7 D��aR,a,ra�7 6 7 • 1 a 6 ..7- t I O © © EXISTING GLASS REGVREo HCOCK WALL, EXISTING '®°xQ ®aR_O$ •©oa� _ _._—_,__ �+� -- __ ——'— SYMMETRICAL s aR s j� aR 1 GAS 8 8 Dn 9• on 19+ 5 I N O; O•® MIN,DSEPARAT DY '� i ! ® © O ® _i cLa s" CENTER 1TES j To GLAs _ 1+y�__HV LOCK * .OPTIONAL ©."� �•®�®"©00. (SEE SCHEDULE 5 '`�, ,� //''��* 8 oa 9•13 an 19• 5 ON SHEET 11) MIN, SEPARATION I N w 1'J`TI� (INTERIOR). o ® o .o iO GlA55 AL r -(SEE SCHEDULE OPTIONAL ON SHEET )I) (INTERIOR) FO U T1 _ 1 _ r-^CONCREIEr --__ - ____._�` * ANCHORS m tl' 2 3. VARIES Levo. 7 OUT B 1/2'MAX.SLACK HVouT ; _ HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\ ,., �`V�NSF• 02017 IiLTECO,INC. ®2017 EASTERN'METAL SUPPLY,.INC. ...... BERTHA HVTM ~ It L E C O N Accordion Shutter System A.S.S.A. H.V. BLADE#1 W/OR W/O KV.W NDOW RADE r� C TILCIT TESTING k.ENGINEERING COMPANY American Shutter Systems Ey,K DESCRIPTION DATE-. DRAWN BY: LC. 8355 NX Scch.SL.'.St dos,V'RG%U GARDENS,F DfiM 3016 ASSOCiOfIOnr Ind. I OLD 15-0$$ 7/27/1 DAIS; 07/27/17 I. Pha-6.(305)871-1530.Fo:.;(305)671-1531 - 4268 Westroads Drive 2 S70NAL^�G� IIT a-mal Lnleeaoaoyeom West POInn Beoch, FL 33407 3 WALTER DRAWING No j/1 E8-0006719 17--107 r�I A.TILLRJr.P.E.. 1 FLORIDA❑o./44167 R.E. SEAL/SIGNATURE/DATE5 SHEET 6 8 .OF 20 ALTERN ATE INSTALLATION W . "T" LOCK POV MALE/FEMALE 7T" LOCKS CENTERMAM9 LOCKE V BLADE ENo coNNE�TioN DErAiLs w sxEErs io a 18 iNs.-TALCLAwN n1 HV BLADE EIUSRNO MASS - C?UT 1N `�`f` 6LAOEpsucK aEYAx.tNF;ntwaTm oN sNEeF s, 4V, ND CENTERMATES :i t"(3 AS WELL AS LKWRSAL FLOMMG 61ADE®9OTAll H00-NVO. ,NO3CATE0 DH itOS St1M..8E USEO W0H 1(i1S ALTERNA i m( «6(�•�7 8 •��" wsrX rr N OETPIL HVO SHOWN IN tyls sNLEc. SEE ENS WALL CONNECTION nEuToN-SNEETs' te06s-T6 Aiim) .0 ----------------- L_ ' ANLLC Mi((2)t/v.vrcc6 . yam.. ' ANM0R5 tO CONCRETE ._-. L__.-._ -__..__-_.. -.._.-_... _-_-_---.__.....--...-.., ..._� .....-..--. --.. -. (s7110sT/2�S SOTT(Y�T!)i6E' JID4/4'srFs..o 12" O.C.FULL 4ff:GM'. * (4)H.Y. I N (a)N.V. 3 H A S N fAG'N ANME.tp) ;1 a FIN ID OAS m 30 HY 7 I rlus(TYP.) 7 s/r rats.{rip.) s 3 s z s9 i auE LOCK (INSIDE} .....�___. 1 r;V y 5 1 829 1 Q� 1 o L5 B' 2 3/e.. X Ir 5 OUT 31 oa 32- OiL� _... 3 3 i aa�.5' 31 as 32 35 31 OR 32 — 2 1/4" 0-20 x 1 1/2" S.S.M.S. * (OPTICNA) *SEE NOTE 6'FOR HJ.LOCK 3@, W/.J/8"A X 3/32" WINONUT. (Opror t.)_Ht)B-HVB.. OUT ��I�:,1_IVG... I`TOOK,ON SHEET 5. # - �„\ SYMME7RICA�,; Hd CENTER,.At S' SYM 4ETRIC,�L HD NTERMgTES. (OHY"'T' LOCK (OUTSIDE) Z6_ t T W/ LOCK ( XE TERL W/ —LOCK--E-L) BLQS} f SERIES 9-AUJU W (2024-T3 ALLOT)LARGE iUw9E TiIH m®m6•�,}7�Q�10•�^^ SNEER NUTSERT,PART 1'0920, ja,0-a-@ n 0 pz AS MANUFACTURED 6Y OWMEL CNE w v TDaORN,PARSIPPEW.AW,JERSEY' ©•�7 '�py •Q' w 070.54 OREQUAL.. ` 3 :� *SEE 0.'016 tlV tOOimio tt6p$(5}&ttit�iA7CA5 ON SKCT 5 zi ..... ! U v **UNh'flt:JL.FlWTNG 9lM(�OLTA'4 NbD-H+0 15 �* YAtN iOR Ail CftFnRMATES A"Puutt9;+s W9}I 9VDEO HDD—HVD** E ATINO STACK FLORIDA BUILDING CODE'(Non High VelocitY Lrlcone Zone _ F ,,•••• "' ... TERETAL UP .I :SPLYNC ,. 02017 TILTECa,INC: �2017 EAS N M BE HIVTM A A Accordion Shutter System . E "fl itiC. . r- • . ■ H.V.I #1 W/OR:W/O KV..www RADE AMericon ShViter Systems TILLIT TESTING & ENGINEERING-COMPANY Y Ev:M. 9ESQRIpnaL. DATE DaAWN 6r: L,C O ry Association Inc. I OLD I5-085 7/27/1 DATE: 07/27/1 .+r.A .. ,`4 6155 N.W 36th:SL,"t 305,.11RC..G(305)8 1nwau�-15A 33.IC t Pnono:tias)9r Ts3o:r0A:{3as)er,-T53T 4268 Wt:sfroads drive z DRAWING No ClIt- -L.OM West Palm Beach, FL 33407 s' A�ALC1G,FrI6� Ea-9096719 a 17-107 ;'•�(t/ASFNJt WALTER A TH.UT Jr;.PX. FLORIDA U.9 aa167 s SHEET F.E. SEAL/SIGNATURE/DATE _ 6 9 OF 20 _ RETE ri POURED CONCRETE OR. �—• 1f :` POURED CONCRETE /'t ORUCONCRETE �;. ORUCONCRESE r OR CONCRETE F CONCRETE BLOCK WALL i'� > BLOCK WALL REQUIRED C BLOCK WALL REQUIRED ,n ''BLOCK.WALL REQUIRED S _.. REQUIRED J �; t{ ,/'.. ', �_....._..,.. J >' IXLSTINC GLASS V r EXISTING GLASS 1"> a•' CONCRETE MtlCHOR! EXISTING GLASS �� T 1 L C 2 MtN, EXISTING GLASS � 1s` <I ° ^ IAN s i nrArroN r t / — Y, TO G ASS(SEE SEN,.SEPARATION IIIN.SEPAwmQN s£t+Fnln.s ON snE TION B t ;•` EO EQ TO GWS(SEE " ` 11 FOR B.ADE(DAND" r''� ^ �ON SH t TO MASS(S t ' �Ci"EIXA.E ON'..AEEi S Ji 6x3 MAX. ON SHEET,9 FOR' f` r TF f �s``3 I f' SCHEDULE ON SrGO;T fl! /' 11 FOR BLADE:(DAND (6063-T6)CONT. BIFDF i & f• tON�F FORR 112` > —_ii FOR ,9 AKI eft ON SHEET 19(LOCATE AT �&F ALUM,CLOSERLOCATE 1.2. , { ! `. gIs7ESQ&Q �-•--� BLADES(D EBN R SIDE.�" ( �. Q91 PLATE: ER SIDE 1/2' ` j 1 OF(g) ( AT EITHER SIDE MIN r f '. OF.0)} /+ ,r, E I { 'F USE U B 2 MAX. I 1/2"MIN; - _.f/ 1 ' CUP, � - #tOzlf2"S.M.S. I .,�.__.�.»" (AS ALUMINUM ELE)2xE z0 2 D.C. _ _ _„_...,� ALUMtttUM LOANGLE 16 O.C. ' '"" {' 4 (6g63-TG ALLOY)AT MIDHEIGHT - i -i. ✓ I (1)#100/2"SAI.S.TO(4D&. I I (2)1/410 TAPCONS ANCHORS TO i fi ( ( WALL AT 1-Q.C.(LOCATE AT �eOR SEE DETAIL X FOR-J • i EITHER S DE OF.(D) (W\\ A"� i. SIDE:CONNECTION "I OR ® } COR ' SEE DETAIL X FOR••1 I OR (W 'TO.TRACKS SX FO 4 SIDE CONNECTION 8SIDE CONNECTION a0a6 7 TO TRACKS a 67 w8 1 -@- I®a@•@- o TRACKS e � o10&®aa/1•�t✓ a®alb•�a a �ac��®a®.tea ®=o�ac�•�ao'�� Q•�ao•��c1�•�a�+� ® � � � c� �a�� END CONNECTION DETAIL(�3 END CONNECTION DETAIL 4) END CONNECTION DETAIL END CONNECTION DETAIL " "R.REQUIRED ONLY FOR SPANS GREATER THAN 92'-0" ,j•-POURED CONCRETE OREXISTING f ,+ EXISTING GLASS CONCRETE BLOCK.WALL t 4 r. r' REQUIRED 1 SEPARATION f'r #19x1/2'S.M4. ;. V _ #.._ ((,, TO GLASS:(SEE r' 0`.C. hat SEPARA Rck 1 a 2i� �•' �•-. SO4MULE ON,SF.W /'£ TO QASS(5� __y r F) OR ORQOR it FOR BADE tO 'q CONCRETE ! 1 f2".MIN. SCHEOUI£ON SHEET _ __ S OR I OR OR 1 �s t ON SHEET 19 F� ANCHOR;@ r> t 11 FOR> E QAND ... ( - - BLADES Q&. /2"O.C.,� l t ON SHEET 19 FOR _ ^'CONCRETE" >' I > £Q 5 O.ACES.O&40 _____ _ ORFI"!a ANCHOR r 1 �•'' !` O.C. __....�-16* 1%2 MIN. r- fi �-E t 4 r1. . 7 MIN. "•-`F OR$GOR I OR - r E4 - f,Y r Z'MIN. I ?'2"MIN+r�' i ♦ SEE UMITATION5 OF USE FOR. �^ BLADE t�A ON SHEET 19 OROQR IBOR(5OR� VIE '. f OR & � PLANDETAIL X d OR' t �a©.pa Bpa iD.� POURED CONCRETE OR. I a�a©.7�a 8�, TO*�a^ I Sq,��aQ ';4�•�a END INSTAL A IQN CONCRETE BLOCK"WALL . `^,,— G 7 w 6 171 REQUIRED Q•C)�d O.O'®°" C1`)HY BLADE OY WINDOW BLADE IhITO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5{� �e�: CIO FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' .. - $92017 EASTERN METAL SUPPLY, INC: � N2077�A1TEG0,INC. BERT A�1 ii T " S � ■■ A '` A Accordion Shutter System ■ lL E INC. ■ ■ i ALV.FADE#t W/W W/0.H.W WINDOW RADE American Shutter 15 stems a`; TiLLIT TESTING & ENGNEERING COMPANY Y `•N oEScmPunrt. DATE ORIaYN sr. LC- I Association, nc: 1 OLD as-085 7/z7/r wTe w/z7/n RMN"40 %% 9355 N.W.361(305)$71-1530 SL.SL 359,NRGINN C(305)�fLORM 5318 % Ptiono-:(305)671—tS It .Faz:(385)871—t8Y1 t PaI W Beac , L ive33 2 DRAWING NO `$'1a at'�� i .—M II 06719 Mm West Palm Beach, FL 334Q7 a • �7—107 N, "O WALTBR A TkUt;f.P.C— { - P.E. SEAUSWN*Ai6R€/DATE FLORIDA00 Lw/44tGh S SHEET 6 10 OF 20 SGHERU #1- SCHIEDULE 92 MAXIMUM SHUTTER SPAN 1+"OR"L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPIN*"L+" - —'- (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L--" (ft.).INSTALLATIONS tNStA<LAnoN IErsE(3Q — � ��►JTERM/AT_ES.® &@ Or or INSTALLATIONSW/ - W MATES - CONCRETE.& WOOD. (t) L+ MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK Q or 0 or or g W/ONE HV LOCKS MANSORY POSITIVE AS.D,DESIGN PRESSURE RATING, HD LOCK W/ NO LOCKING RODS or ONE HV.LOCK �Or or C- MAX.ALLOwgBIE SPAN FOR A-.GIVEN N£GATIUC. CENTFRMA ?,8 29 Wj ONE W/ NO LOCI RODS GR W/ NO LOCKING WALL A B, C. P. E. M, N,,0; P,13; tvS.p. DESIGN PRESSURE RATING. 0 OpS, NIOU14TING F, K & L R, S, &V. f T" LOCK 30 W/TWO LO(I@NG (SEE NOTES t,tt) (VAUD FOR MOUNIING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNTrrOII77P��GG&-BOTTOM EE SHEET 7) FLOOR/CEILING G. H, 1,11. J T. U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: ONGRLTI=J ' C 11100 INSTALLATIONS 4 CONCRETE&.WOOD- - & M CONCRETE MOUNTING _.. .GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, 4yD CCN ASD IDELGN I S . .aS.D..NOF�a+ INSTALLATIONS DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE, MMSURE WALL MOUNTING FLOOR CEILING PRESSURE WAIL MOUNTNG - PRESSORE FLOOR CE'SJt+G'.MOUNTING Orn g. RA1W6 GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, RAMMOUNTING OR (p.0.) IP'O'r') FLOOR/CLIUNG MOUNTING (P.atJ - DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE I+OR-). (,•aR-) .(+ FLOOR IALL'MOUNIINa D b{NCiMUM SHUTTER SPAN 1+"qR"C-".FOR {it} L 1 (I)� - 'L-{I} t+ (tt) t-{(j [+ {it} t-(ft). FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30-OR LES 16`-O" 16'-:0' : 16'-0 16'-G' 30 16'-0' 16'-0'- 70 16'-0' {6•-p" 105INSTPSI.&S. INTO W000 SSU BE TINGED TO�.: ' 105 PSI.AS.D.DESIGN PRESSURE RATING. ! t3ECV1M12A4 DETERMINED SPAN BETYlEEN1'L+'AND 35 1410 14"-id"< 15'^2' 76'-4" 35 14'-10' 14`-10" 39 40 13'-10' 13'-10" 14'-2' 15"-2" 90 13`-10" 13'-10" 40 14'-2" 15'-2' _ -(3) PROCEDURE TO DETERMINE MAXIMUM.SPAN FOR 45 13'-1" T3"-1' I3`-4" 14'-3' 45 i3'-1" 13'-1 a5� 73-4` ia'-3' HV CORNER.CENTERNATE q3 MAY 3E USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8' . 13'-T 50 42'-5"� 72'-S 50 12'^3"� 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/ FLOQR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 1'1'-10" 17L10" 121-1' 12'-111* 55 11-10" 1 r-10" 55 11"-i' 11`-11' FOR A GIVEN.POSITIVE A.S.D. DESIGN PRESSURE 60.. 11•-4": 11'-4" 11'.-7" 12'_4" 60 Ii'-4" ti'-4" 60 10'-2" 10'-11' NOTE:tp5.SHEET S. RATING. $5 Id'-10" f0'-10` 11'-J" 11_71 65_ 10'-10 10'-10" 65 9'-$ 1O'-7" - DETERMINE: 7O 8'-9" 8-1 - - Lt+-MAX. SPAN FOR W'AL.L MOUNTING INSTALLATIONS. 70 10_6' t0'-fi° 10'-9" 11' S" 7O SO':6" 10'-6" t3+- MAX.SPAN FOR FLOOR/G£ILING MOUNTING 75' 10'-T" 10'-f" 10'_4' "11':1" 75 10'-1 10'-1" 75 9_9. y+ INSTALLATIONS. 1 1 EXCEPT THAT MAXIMUM S+IUREFt -Bo 91-=0" 9'-10' 10'-6" - 10'-9" BD.- 9'-10 9'-10" 'SPAN`L+'OR'L AND MAXIMUM A.S.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 _ 9-6- 9'-6 9'-9` 10-5 8 5 9'-6^ RATING: 94 9�-3' _9'-3• 9'-5" 1d'-1' 90 9`-3" 9'-3"- OR CONCRETE BLOCK SHALL.BE LIMITED AS FOLLOWS-• DETERMINE: _ t- CONNECTIONS TO KEYSTONE. MOUNTING Lt-....MAX. SPAN FOR WALL!MOUNTING INSTALLATIONS. 95 9'-0• 8"-9' 9'-2' 9"-10" 95 9'-0 61-9 LIMITED TO +64.-72 PsSJ,AND 8'-q"SPAN, SEE Ut MAX.SPAN FOR FLOOR/COLING MOUNTING 100 8'-9" :8'-4' 9': 9'-7" '100 8'-9' -4" MOUNTING,@ ON SHEET 7.. INSTALLATIONS, 105 8'.-7" T-1d•.. -9'-9' 9'-4" 105 V-7" 7'-11' 7-7' 8"-7` 9•-2' 110 8'--4• Y-7" c T�.'tE FINAL MAXIMUM ALLOWABLE SPAN i5 EQUAL TO THE 115. 8'-2" Y-3' 8'-4'- 8'-1I" 1:15 8':2' 7'-3" S.C`f']AA't'1!"1 "�'O. (y`*LA3.. SCHEDULE MINIMUM BETWEEN "Lt+ "I.a+'. "Li-"ANO "L2-" 120 W-0 6'-1`1° 8'-2" 8'1-9' 1.20 8`-0" - W-1.1" -t'l tl FlJ v++1:: (4) GO TO,ANCHOR SCHEDULE WITH'FINAL MAXIMUM 125 7-.10" 6-8" 8-.0" 8'-S'- 125 ?-10" 6 8" - _ ALLOWABLE'.SPAN AND NEGATIVE A.S.O.DESIGN 13p 7'-Br 6-5" 7-10" B'-1" 1,30 7-8, 6-V, WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR ., MINIMUM 'SPACING. -135. 7'-7' 6-Y' 7'-9' 7'-9" 135 7-7" 6-2" G SEPARATION 140 7'-s" 5'-14" ?'-7•x 7'-67 140 7'-B"._.: 5'-1t" ASTME-1996 -1 Du TO -GLASS 145. 7•-3• W-9' 7'-5• 7-3" 145 7'-3' 5'-9". 150 _ 7-2- W-7" 7'-•4" 7'-0" 150 T-2` 155 7.-d• s'-5- r_2" a'-4- 155 7'-D' V_5" 1 THRLI 3 �s> 160 _6'-T 1" S'-2` T:1• 6'-7" 160 6'-11" 1.65 6':20 W-1' 7'-0• W-4" 165, 6'-10' S=1` 170 6'-9" 4'-it' V-11" 6'-2" 170 6'-9' 4'-:11" 175 6'_7" 4'-9` 61-S, 6'-0, 175 6-7' 4-9" -_ HV BLADE 1$0 6'-fi" 4'-8' 6'-8' 5'-10" 180 6'-6' 4'-6" LL6'-5" 4'-6' 6'-Y 5'-$' 185-- B`-5• 4"-6'6'-3' 4�^!}" 6'-6' S'-6' 190' 6'-4" - 4'-5" - 6'-3" 4'-3" 6'-5 5'-5' T45 6`-3• 4`-3` 6'-2' 4'-2" G-4' 5'•-3" 200 6•-2" 4-2 �>.a-1' 4'-1` 6'-s s-1' zo5 s-.1 + FLORIDA'.BUILDING CODE(Non High Velocity Hurricane Zone - y .. ®2017 TILTECO,INC. 02D17 EASTERN METAL SUPPLY.INC.. :+Y tr. f �' :i is B THAH�1 TM '- 1L E C Q fe,e. A.&A.A, Accordion Shutter System >k ;: H.Y. BL4DE#1 W/OR W/O HV.WINDOW R" �,. American Shutter Systems EL;N 6ESCA1,130" .DATE DRAIN 855ML0:Y. L.G.. •1Cg+ 2 TILLiT TESTING & ENGINEERING COMPANY AB80eictian, Inc. 1 OLD 15-085 7/2?jt oATE 07/27/77. -Y 1` 6355 ILw.3stk St,Ste.305,WWNN WDENS,FLORPoDA 331 i. 42&$ Wesfroods Drive z (305)677-7830.Fwt:(305}II7I-i63t DRAWING Nd Tuffee r� yy��l1ttt m.4;u17«oa"oLoo,. West Palm Beach, FL 33407 3 17-107 07 /ntYri4 WAVER A'TTwT/Jr.RE 4 .. 7 ET 1 4!t ' V il• 'FLORIDA Lic./44167 5 SHEET P.E. SEA'L'fMGf�iTt1RE/RATE. 6 11 OF 20 rt�'I ANCHOR'�PACIN (yy} 4Cft&E6CE _bW StI ER SPA &D. DESIGN NEGATNF PRESSURER .. MOUNTING TYPE FOR OONCRETF OR CONCRM ANCHORS SPACING LEQENg . POURED CONCRETE sEE uourrm+6sA, .c,o 'ON s POURED CONCRETE CONCREtE BLOCK ... TAPCON OR A WALT,HEAD MOUI411NG A WALL HEADER MOUNTING �WALL t{FASJEIi MOUNTING D WALL Svc OUNTING 0 WALL Sw� 4GUNTING C do F MO�EAUERfSILI HREADTAPCON WITH.ADVANCED SPAN THREAOFORM TECHNOLOGY (ft) A.&MFS✓7 Km m l NAT2iG ASA:oESWN,.f[rf1NC ct nE.BvoVc H L+.n.BE"rEG1Tw Rem ROM Asn DEFY 70c4}NE-aaT.sRtE WTM- ksa nmm wu7 eFRSSU(�2}mt0 i s.a OF9CN h'�G PRISs�M RAING ALL POINTS SOLID-SEI .. 30 40 60 -76 90 120 160 205 30 40 60 73 911 120 160 205 30 411 60 75 90 120 180 205,30:40 60 75 go 1211 160 205 30 40 60 73. 1120 1G0 205 30 40 6o'75 90 120 160 205 BLUE TAP 74:,12' 1p. a e" B",6_.6.: 14 .12 1 9+ 8....I, 6 14 72 '10.."9 8', 8- '6 [144 12 10 9 0 8 6 - 14 12. 10 8 8.,-.8 6. 5.5 8 -8 8 '8 B 8 - 5. 7APPER.4• 8'. :8 10. 9 'e.. .4"12::16 9 8 6 64 T2 10 .9' 8 8 6 6 t4 72 f0 .9 8. 8 fi 8 8 8 :8 .8 8 8` 8: 0 GR 14,'.12 70' 9 6 8 6 5 14 12 10 8 8 8. 6 6 14 1 t0 :9 8 8 G4" 12. 10 0 8 8 0 3.'.'14 12 1 9 e 0 8_' 'B 8 8 d e6:5t4 t2 70`0: 8 8 :e '6 14:12 10 9 .8. 8. 6 6 44�12 10 'H 8 :8 -84' 12 :10 .8 8 8 0 114 12 to' 9: 8 0 8 a a a 8. 9 8 -8 @ 7 14 12 '10 '0 8 f3 @" 4:14 12 10 0: e.'.'a '6 6. 1, 12 10 9 8 8 fi 4 12 f0 9' 8 7 - 74 12' -10 9 $ 7 S.S - 8 H 8 8' 0 7 S.S4,_G /4 12'.10 9 8 8' 6 4 14. 12 /0 9 8 0 6 6 '1♦ 12 10 9 8 0 64 .12 10. 9 dB.S.S - /4 12 IO9 6 0 6 8 88 t2 70 9. 8 8.43 - 14 f2 10 9 "B B 6 4 }4 tZ10 9 68 8. 14 '12 70 e 8 8 i4 12 -f0 9 8� 8 6 :41210 96 4 14' ,2 109 8 8 6 6 '74. 12 10" 6 8 �8 6: 14: 42 t0 9 8 B ». - 74. 12 /0 9 H '8 68: e dB. 8 8. 7 5.614 12 f0 8-_-8 $ 4S 14 12 10 9 8 H 6 35 14 I2 ,O :9. 8' B 6T4 12. 10 9 7S - 14 12 :10 9 7:5 5.5 - 8 8 8 8 7.5 53 4 SEE ANCHOR 5,-0" 14 t2 f0 9 8 8 4,5 - 14 12'10- 9 'a e d 3.528 6f4 -12 10. 8 6 7 -. is 12- 10 9 8 8 6 ^' 8 8 8 8 8 6. 8 '8SPECIFICATIONS 10 9 5.5. - 14 12 `10 9 :$ 6 4.5 S4 12 t0' 9 8 8 6. 14 :12 10 9 B 3 - t4 12 10 9 8 7 8 8 a a a 7 5 4ON $HEFT 13 10 ;a $ 8 4 - 14 12 -10 9. 8 .8: 6 3S 14 '12 70 9 8 8 614 12 70 9 8 - - 14 12 10 9 a 7.5 - 87:5 5:5 k'14 12 10' -0 8 53 ;3 /4 ,2 '10 9": a, 8 45. - 14 12. 10 9:. 8 .8. 614 129.5 7.5 .4 - - 14 12 9.5.7:S 6.5 3.5 - S 8 4 7:5'6.5 4.5 3.5S,_0„.14 12' to' 9 8 5.3 - ^. 14 32- to :H 8 8 4S -^'. 74 12 10. 9 8 8" 6. 14 12 10 9' '8. 4 - 14 12 10 9 8 :8 4 8 8. 8 8 .8 8' 8 7:S 14 12 10 9 8 J ,« 14 12 t0 9 8 8 +_ - 14�5. 10. 9 8 a 5.514 :12 10 9 4.5 - - ^- 14:12 10 0 7.5 4 - - 8 8 8 '0 74 5:5 4 3 S4' 12 ,0" 9 a 5..- - t4 12 10 9 8 8 + :t4 f2 i6' 9'.. 8 6' 6 14 42 10. 9 5 - - 14 12 10 9 8:4:5 - - '8' ' $ 614 11' t0 9 e L - :14 12 t0 9 8 6.5 3 : 14 ,,2.-10 9 '8 8 514: 12 8 4.5 - - - -' 14 12 8 GS 5.5' - - 8 8. 8. 64 5,5 4 37,-0„ 14' 12'111 9' 9. 4 14' 72. 10' 9 0 6.5 3. ^. 14 12 10"9 8 9 '6L 12 }0 9 '6 - 14 ,2 10 9 8 7 - - 0 e 8. 'B 8, 6.T.S 8 14 72 f0 9 4.5 - ^ 14:. 12 ib 9 8'.4 - 14 "72 IO 9- 8 T' '4 - 14 12 78' S.5 - - Is 12 10 8 6'.5 8 8, a H 65 5 '3S .14,'12 70 9 7.5 75 - �- to 12.. 7U 9.,8. $ 14" 12 '70 9' 0 8 6 1{ t2 '10. 6. - 14,: 12 10 8.5- 7 - B -.B"..8 o 7 5 '4 t4.:::t2 ib. 9 SS J - 14'-.12 10. 9 8:'45 ^ - } 12 tp 9 8 '..8 ^ - 14 11 7. - - 14..11 '7 SS 3.5 - - 8 0 7 5S 45"3.5 B,-0' I4;'I2 10 9 5.5 = - - 14 12 111 9 8 4-5 = - l 12 f0 -9 8 8 - 74 12 10 -7 4 _ - 14. 12 '}0 4 '8 ,_;3- - - a 8 -8 '6 8 Ts--7 4 *SEE LIMITATIONS OF USE FOR .___.._.....__ _ 14 -12 10 5:5 3 14 '12_ 10 9 -8.: '14. t2: 10 '9. 8 5_5 - - 14 12 as 3 - N 42 .8.5 J- 4- - 8 B -a '7 5.5 4 :3 BLADE A ON SHEET 19 .54..12 10 9 5 = ti 12 10 9 -8:: 4 - - t4 T2 t0 4 8 8. ' 14 12 9.5 -- - - t4 12 9.5 7-5 4.5 - 8 8 B JS 8 4,6 - - t.l 14. 12 10. 6.5'45, - ^- "' 14':.12 10 9.:73 - 14 712 10- 9 8 t3 9.5 ; - - w 13 HS 6:5 5 - - 8 8' 83.'S 4 :3. 74 12 '10 8.5 4 - _ 'Si t2 10 9.75 t4- t2 _t0 9 8 - - - 14 12 i0 5 - - 14 12 10 9 53' - -.a 8 0. 8 8 8.5 6: 3. 9�-0. 14 12+8;5 .4 /4 ,12- 10 9 43 - - 14: 12: f0 9 7.5 - - 1L;113 4S - - - - - t4111.517.5 6 - - - B 8 7.3 6 3. 4 14 12o- 6. 4 - -.'14 :S2 tb; 9 7 - -'.}4 72 10 8 8. - - - 14 J2 S. - - -. - '- 14' 12B B3. - - - 8: 8 0"5:5 55 4 - -. 14 72' 9:5 5' 3.5 - - 14 1210'.9- S:5 = ^ 74 12 10 9. 8 - - I:5 8:5' - - - f5 8.5 63 - - - _ - 8 B - lo'-Cr 14 14 12.9.5: 5 15 - - 14 12 "111 9:5.5 - - 14 12 10 9 8 - - 14 12 7 - - - - 14 12 10 7.5 S :8 8 8' 8 8 7.5' 4.5 = 14 12. S 3 - - ti }2. 10 6 3 - - - 14 72. 10' 9. B T - 14 SOS 3 - - - - 14-163 7 3.5 - .8 a 1 55 4.5 3.5 - 14': T2 9'. 4;S 3 1412 10 0 5 - 14 72 10. 9& 8 - - '14 .11 - - - 14 11 7:5 - - - 8 8 14" t2' :7' - -- " 14: 12' i0 - - - - '14 t2 f0. - ^' - 10;5 B - - 0.5 a 5 - 8 .8 5 4 3.5 - - 14 12: 10 - - - 14 12 10 '- - - - 14 12 5 - - - - 14'12 10 - - - 8 8 .5 a 0 %'3.5.' 12. 4.. _ .. Is t2 10 12 'So' _ _ -.12S 94 -_ _ - - - 2.5.8:5 ...3 - ti t2 8.5.. - - +' ,14 12.1p - 74.t2 t0 - - -. 13.5 to - - - 14 to 7 -� - - 8 8 7 3.S 4.5 14. 12 5.5 - 14 '12.10 - - 14 12 ,,0 - - - 9:5' 7 - - - - - 9.5 7 3,5 - - - - 8 7 4.5 3:5 3 - - 72-0„ 14 12 5,5 _ _ _ - 14 12 to _ _ - }4 12 10 - X14 12 4 - _ - 14 12 10 _ _ 8 8 8 8 14..12 3 - 14 t2 $' 11 12 f0 - 1715 8.5 - 1.5 8.5. 4 - 8 .8 3,3.'_45 4 - 14 t2 5 - - - t4 t2 t0 - - - t4 12 10 - - 25 95 - - 3.5 9S:45 - - - 8 e 8...5 4 - - t,E \ .Lt1J pt /L{1C OR q LE.II RI.. g QE i4 'f2 - - - - f4 t2::_ _ ':14 12 - - - -' 9 4S - - 4 6.5..- - - - -' 8.83 45 3:5 3 - � ��(/'7 Y' Ti L.�'lil�G/ �pV�(ip�L''1I �{g-(7 Vp Al,„(F'y1lJ G. t3'-G„ 14 12 .. i4 ,2 - - - - 14 f2 - _ _ ,,..t2 = - 14 12 - _ - - e 8 6 8 B 4.5 YT H V YV"IIViJQYY OLtIVE 14 't0 - - 14 52 - t4 ,2 -_ O.S S.5 - 45 B 8 8 "5 .4 3.5 .. 14 11 14 12 - - 1S' 6 - ^ 1.5 8.5 _ ^' - 8 8 5.5:4.5 - 14 ,2 - - - - - - - WORKING l,f� UNISON 14 12 - - +' ,4 72 - 8 3 - 8 8 - - 8 6 4 3 - ^ .14.12 - - - _ 14 12 _ - - - - ,4 X12. - - 14' S. - - - t4 i2 - - - - H 8, 8 e 73 4 - 14'-0". 14 7 14 12 - - - I4 .12 - - - 10 4- 4 J.. - - l4�41.8 - _ _ _ 14 12 - - - 14 "12.-'- - - - 16.5'4 - - - 10.5 8 -_ _ _ 6 "e a 4 _T- - 74 - _- .:.y4 _ » .. _ .. .., 14 .. > _ - - 7,5 - - 7S _ 73 5.5 3.5 3 - __.... ..._ ..._........ t4 -' - _ 14 - - - }; - - _ 8 8 , 3 7 15-0„ 14 ,4 - - ... _ - }; _ "' - 9 - 8 7 45 3.5 3 3 - .5 - 14 - 14 - 14 - - - - ...... ,0: - - 10 14 - - - - ti - - - 1; _ 7 - - - .. .» ,: - „ _ » _ .. .. '14 - - - 14 -, 14 - _ .. _ - 8 8 @ '75 161-0„ 14 .. ,.. - w » _ _ ii ._ 8 _ ... 8 - - - - - - 14. - -^ _ _ 14 _ - -. - - 14 8 7 4.5 - - - FLORIDA BUILDING CODE(Nor) Nigh Velocity Hurricane Zone .::02017 TiLTECO,INC. _ `x}2017 FASTEItN METAL SUPPLY. INC:.. BERTHA. VTM e's Accordion Shutter SystemA. a S .A1L ECaINC, wv. l w/OR W/O wv: wINDg7v WDE American Shutter Systems EY,N OEWUPTt6H lmli _ORAWH HY: LC. 7141T TESTING& ENGINEERING COMPANY Association,. Inc. I OLD 15-085 7/27/1 pA1e: 07/27/17 (J 4355 N1tl:36th.SL,9..365,WR4M GWOENS,R0fdp4 3316ta °°° > >(305)87,1-1530.Fa :(305)671-1531 ¢268 W6StY00tS Drive 2 DRAWING No S E4`°5 4-m Ee ti 4 c9rt West Polm 86och, FL 33407 3' 17-107 i�CJAI cG C`'"'t4E`1 WALTtR A.''ALLM Ji.P,E. 4 ' FLOR10A U.9 44167 SM; ET 4F 20. P.E. SERI f43Ki"ggREfDATE • SPECIFICATIONS ON ANCHOR REQUIREMENTSSPOUR D CONCRETE OR CONCRETE BLOCK SUBSTRATES A,sn T em NEGAME P$EMIRE R47�{D A CORRESPONDING A{OUNTING TYPE FOR COtTMIX(}R QDtKn BrOCK ittSTASlAMS (6EE MOUNRNGS E.6,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: VMM C01ti^iiE7EJCAtN TE 13U= POUREID CONCRETE (A) TO EXISTING,POURED CONCRETE:(Min,rc-J ksi) MA1N9rit @WALL SILL MOUNTING G@ CEILING MOUNTING NR♦}., FLOOR MOUNTING - 1/4•V'TAPCON OR TAPCON WITH ADVANCED THREADFORM-TECHNOLOGY ANCHORS,AS MANUFACTURED BY T.T.W.BUILDER.(Mrcm,Fcm 3;IRI). ,HORS SPACING LGENn - 1/4'O x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED DY ALL POINTS SCREW,SOLT&SPECIALTY COMPANY.(Min, I'c 3 Nsi) SPAN TGN.W>:ATNE: MTWG LEGA FROM. E RA1wc. .0.OEsrN.REGAIK,FP 911 PAMO ) TAPCON�OR X1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC.'(MIO.rc -2•ksi) ... -.... ."l•""' - 1/40 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED-BY ALL POINTS SCREW,-BOLT&"SPECIALTY 40 6O 75 SD 120 T6D 205 30 40 60 78,.9O 120 i64 2O5 30 4O '60 75 90 120 1d0?OS TAPCON-WITH ADVANCED COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED-WITH THE AMERICAN SHUTTER SYSTEMS ASSOMATI170,INC, [12 10 ;9 .8 a -6 s 14' 12 '10 0 a 8 6 .6 14 12. n0 9 a 8. 6 6 THREADFORM TECHNOLOGY (Min.Y'c=3 k6;). '3'-O' ' tb "9 8 8 -6 6 a4 12 t0 9 6 8 b `6 t4 t2.. to '9 a 9 8 d ALL.POINTS SOUD-SET OR.LESS t0 9 00:" 6 a 14 12 10' 0 8 8 6 '6 14 12 10 9 e 8 6 9 'GLUE TAP W/:CAP' NOTES: ' 10 9 -a 8 8 7. 14 12 10 9 B e 6 '6- 14 12 t0 9 6 8 6 6 --- TAPPER+ A.1}MINIMUM EMBEDMENT INTO POURED.CONCRETE OF TAPCON OR TAPCON.WITH ADVANCED TNRFA9FORM TECHNOLOGY ANCHORS AND TAPPER+ - 10 .4 8 7 5,5 AS 14 12 10 4 8 8- 8 6 14 12 t0 9 a. 8 6. 5. ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS'1 1/2'. .4•-0' 2 f0 9 a'- B' 6 ^6 14 12 10 9 N 8 6 B 14 '12 10: 8 a B..B 5.5 2 t0 9. S 8 6 4 14 T i0 9 6 8 6 4.5 14 t2 to 9 8 6 c 3S A.2)MINIMUM EMSEDMrEW OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'-tNTO•THE POURED CONCRETE.NO EMBEDMENT 10 9 "8 e 6 4.5 14 12 10 9 0 B 6. 65 14 12 10 9 8 8 6:4.5 INTO STUCCO SHAD.BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED:SHALL BE 1 1/2LONG MINMUM SHOULD STUCCO 2 tO' a 7S S.5 3.5 - U 12 10 9 a8 .6 5 t4 f2 10 9 8 7 55 4. 49EE UutjATgnS�OF;/b[FON DIST:AND 1'MINIMUM FOR-WALLS WITH ATO STUCCO. 2 10 9 8 'B 6 6 14. 12 10 9 a8 6 S:5 14 72 -t0: 9 :0 B B 4S. '5-0' 2 10 9. 8 `7 4- - 14. 12 10 4 8 6.5 5 3.5 14 t2 10 a 8,5. S SS J A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ONFJtIS7lNG WALL OR t100R, 2 $0 9 0 75 4.s t4. i2 10 9 -8' "0 -6" 45 t4 1? to s a 6.4.5 .75 ANCHORS SHALLBEENOUGH TO.REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL DE AS 94DiCATED ON 14 12 9.5 T9 65:4.S 14f-12 10: 9 0 7.S 5.5 4,, 14 t2 10 9. 0 -6 4S 3S NOTES A.1)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS`WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 14 12 10 9- 8 e -6' 14 12 10 11 14 12 :10 9 s 6.5 5.3.5 INSTALLATION INTO:EtWS"WITIt METAL STUDS SEE SHEET 20. 6'-D' 14 12 10 9.75 5.5 3- 14 12 10 6.6 7 5.5 4 -3 14 12 B 9.5 6.5 4 3 _ I; .12 /0 9- B 6: - - 1+112 to. 9 6 6.S 5 3:75/4' 72 W BS 0 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14' 12 8 6.5 5:5 3 - -. f4 12 t0 9 0 6.514,513.5.72 14 t2 i0 B 7 d 4 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.SUILDEX. 14 12 a0 . 8 a' - t4 12 10 9 8' . 5 4 '14' '12 10 9 7w" S.5'. 4 3 - 1/4'0 x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7'.-p' X14 12 t0."8 t>.5:'4 - 54 i2 .9 T:5 6. 4:5 3.5 t4 OS 7 S,S.4.5 3S- - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ,14 r2 70:8.S7 :.4.. - 14 l2 f0 4, 7.5 S:5 -4 14: 12: 9' :7. )S 4S. - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 1211 5S:'4S';- 14' 12' 70 9, 7S 75:5 4 - '14 12.:9. . 6...4S 3 - COMPANY OR ANY OTHER APPROVED'.LICENSED OR AUTHORIZED VENDOR REGISTERED WtD4 THE AMERICAN.SHUTTER SYSTEMS'ASSOCIATION,INC: 8'^0� 14 '12..10':9 a -6:5 t4 12 TO':9 'a 6 4: - 14 Y2"10 8 8,5. 5 35 - NOTES: 14 -12. 84'T" SS 3, - -: 14 12 6 6.6 KS 4_L 12.5 9:5' 6 5 �4 3 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/.TAP ANCHORS AND TAPPER+ANCHORS IS�1 1/4'AND 1PPCON T4. 12 9S-T,5-6 - 14 12. 9.5 6 6S $-'• - - 14 :12. '8 6 65 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 1S 1'. 13': BS 6.5''5 35 - �- 14 12. 10 .8 63 S - '14 12 'a a,S'. 5 9•-0' t4 12 10 9. 8 - 14 t2 t0 0 TS +.5 - ._'14,.12. OS 7 $S 4 - - 8.2)-MINIMUM EMBEDMENT OF 1j4'c r 3/4'ALL POINTS SOLID-SET ANCHORS,StiM,t BE ENTIRELY EMBEDDED tFITO•THE CONCRETE 8LOCN.NO .f+ 1t.5 7.5 6'.4 - ^ 14 tt 7 5,8 5 3.S - - It a 55 4,5 3.6. - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO, 14 12 I6 65 4,5' - - 13 12 BS 7 &5 4 - -. 14 10.5 7 5.5, 6. 4.5 - - EXIST,AND T•MINIMUM FOR WALLS WITH NO StUCCO. iS &5 S5 4 - - - - 14 12 9 7 6 4,5 - - 14 11 7 5S 45. -5 10'-0� 14 :12 10 8 T.5 - - - 14.12. 10 8 8.5. 5 - - 14. 12' 0 6 5 4 - B.3)11 CASE THAT.PRECAST STONE PRECAST'CONCRETE PANELS,PAVERS OR ANY•VENEER BE FOUND ON THE EXISRNG WALL,OR FLOOR, t4 iQS 7 5:'3.5 - - - 43 sb 6S 5 4. 3 -- - :r0 79 '5 4 3 - - ANCHORS"SMALL BE."LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL nNISHES.ANCHORAGE SHALL BE AS INDICATED ON - f-4 tt 75 55 "-; - - t4 %1 . 6. 5 -4 - 2S sS B. ,5 4. .4 - - NOTES B,1)&8.2)ABOVE.FOR INST'ALLAT'IONS ON VINYL SIDING OR OFS'�WITH OR.WITHOUT METAL:STUDS CONSULT THIS ENGINEER 6 6S 5.5 4 - - W 10. 65- S 4, 3 - - FOR INSTALLATION-INTO EIFS.WITH METAL STUDS SEE SHEET 2o. 12 10 - - -- 14 12 9 7 '8. 4.5 14'.10.5.-7..55 4S 3.5' - - - i2.5 9.5 5 - - 12 9 0 4,5 4 3 - - 9 7 45 3S' 3 - - - (C) ANCHORS SHALL BE INSTALLED'FOLLOWING ALL OF THE RECOMMENDATIONS.AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. -14 14 7 = ^ 14.TOS 7 5.5 4S - - - 114 8.5 S5 4S 73 SEE SCHEDULE BELOW FOR EDGE:DISTANCE.(E.D)VERSUS-SPACING RELATIONSHIP FOR ANCHORS. 9. 7 4:5 - - - - 14 11.5 7.S 8. 5' „•_ 12 9 6'4.5 4 - - t4 12.". - - - - - .24. 42 8'6S 55"- - - 13 t0.85 5 4' - - EDGE,DISTANCE VERSUS SPACING SCHEOUj,E FOR A CHORS' - i2'-O.11.5'd5 45 - - - - 91: B S.e.'4 J.5 - - - 6 6 4 <j - - - - 1LWMUM PNCHOR SPAGNGS ARE VALID FOR EOCE DiSTANC6,INDICATED BELOW.FOR E,D.LESS THAN IHC INOICATEO,REDUCE ANCHOR SPACING I3.S 9.5 13 9.5 6.S- 5 4 - - - IOM a 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS: +8 5.5 ^ - -.. 14 {OS 7 5S +.5.. - - 14 B.S 55.4:5 35.^. REDUCED SPACING.OBTAINED USING FACTOR SMALL"NOT,BE LESS THAN MINIMUM'SPA,rANS INDICATED FOR FACH.ANCHOR TYPE- 14 12 - 74 11'S 5 6 :5 - 12 9 6 4.3 4 .FACTOR 73'-0' 05 a - - - = to 75 5 4 3 - TS ss, + 3 - - - - _ ACTUAL EDGE TAPCON j? k WtTFi ADVAtTCEO ALL POINT SOLID SET BLUE TAP'W/CAP - TAPPER + z5 8.5 - - - 12 9 6 4.5 4 - - 9.s 7 s 4 - - .'. v $ t} DLCTANCE THREADFORM TECHNOLOGY -. -MIN.SPACING 13 9,9 6.9 S - - - 105 7S 5 a - _ _ E.D. MRN.SPACING.@ 3' MIN.SPACING 3' MIN.SPACING=3 1/2' MIN:SPACING 14 12 14 TOS 7 S.S - - - - `it 8S 55 fS POURED CONCRETE& - PWREO CONCRETE d POURED CONCRETE& 14-0' 10 7S - - - •' 6 7 4.5.3S - - '- 7 5 3S 3 - _ _ B FOLFIED CONCRETE CONam 17DLTL TaaFED oDNar.TE gOVdtLIE D,WL It's a - 't1 a 5.5'4S - - - '• 9 6S.4,5 - - - - O ca MK�o D.s MN,ED.-3 1/2•MN,ca•z 1/2• .�iLL EO,-3 iIjr Co=6rrL ED.s� MaN EG-3 1/7 Wt E.D..Z t/X .: - - _ 12 9 6 - - 0.5"7 4.5 - 7S� - - - - - -_ - '" _ - 3'.. .. ... 1.0 :0.90 1.0 0.78 1.0 - 0.84. T.O. 14 - _ - - - 35 to 6.5 - - - - - 10.5 a 5 _ - - BI At3E WORKING, 2 t/2' - o:Bt_ t.q - - o:e7 i.o i5?-o' a.. _ _ _ _ :- --as 6b 4 - - - - - a.5.-s 3: _ _ _. UNISON - ... - ta a.s .6 4 - - - ��{ 2' 0.71 - - 0.51 a5"55. - - - - 9. 6:5 45. - - - 3/4*. - -0.91 9S. .:1.1/2' 0.35 B•g _ _: - -" 9a5 i s - - - - e 6 , - c- - FLORIDA BUILDING CODE.(Nan Nigh Velocity HUrricone Zone - ilii 1` . f� + 02077 iiLTECO,INC. 02017;EASTERN METAL SUPPLY,'INC. �� BERTHA TA1 1 37c O c7 A■;�l1 m S A Accordion Shutter System (? 1• H.V.:IrdADE 1 w%,QR NI/o H.V.. 1NNM MME. Arhetican Shutter-Systems qw.if OESCRiPT10H' OATS DPAWN BYZ L.C. f - TTLLIT TESTING & ENGINEERING COMPANY 4 ; C355 NW.J61h:61,$!k 305.1MOtt0A GutOM.FLORIak alt' AsscciOtiOrl, Inc. '1 OLID 15-085 7/27/1 OATS' 07/27/17 .On*-:(305)87,1 153E.Far i(305)371-t531 4268 Westroads Drive 2 DRAWING No 0 4-m a EnecoOa l.eam West Palm Beach, FL 33407 3 �rt+^s�4lQF1lDP,�1��,`44AtA t 17-107 WALTER A, FLOPJDA S SHEET ,PZ SC l4AT(70 DATE 6 13 OF 20 ' MAXIMUM ANCHQR= SPACING (in) SCHEDULE M13-A_GIVEN MAX. SNA.S.0 DESIGN NEGAMYE RESSURE RATING AND A CORRES EfE OR CONCRETE BLOCK INSTALLOONS U!?ER SPAN. (SEE MOUNTINGS I.J.K&L ON SHEET 7) POURED CONCRETE POURED CONCR CRETE BLOCK ANCHORS SPACING LEGEND 1 WALK'oVER& 1 TRENCH i�Ritli4GUARD MOUNTING �{YALL/FLoGR"MOUNTING. QWALL/WALK ovs MOUNTING _ TAPCON.OR MA104tUM _ . QQ 5Ji�DMW PRtt.E MG S.D.'MM KMAIM PRSRW ROW(po Asm Dtsn2+ PRWM RATI ASD.OCM NEWK PRIMM'RiTM W TAPCON WITH ADVANCED 3a 40 60 75.9q 120 760 265 30 40 60 75.90 720 760 ZOS-30. 40 '80. 7S 90 120 160 205 30 4D b0 73 90 120 160 205 TNREADFDRM TECHNOLOGY 14 12 To a a a $ 2 12 12 1Z-]2.. 1:5 A. 6. ''/ 7 7 7 7 7 5:5'".s s S 5. 5 .e 5 9.. ALL-POINTS SOLID-SET 31-04 14 t2 10 9 s 8- 6 6 12 12 12 12 72 12 95 T "7 7 7 ? 7 7 7 T 5 5 3 5 S "3 S 5 OR LESS 14 12 f0 9 6 e 6 6 12 I2 12 12 OS B :6 4.5 7 7 7 7 7 7 7 6.5 5 S '5 5 5 5 s 6 BLUE TAP 14 Ti'10 9 $ 9 6 6 ,2 12 12 ,2 S2 t0 7b 76 7 7 7 7 7 7 T 7 5 5 5 5 5 S 5 5 TAPPER+ 14 12 10 0 9 8 '8 6 12 12 12 12" 1.5 8.5 a.5..$ 7 7 7 7 7 7 55 4 5 5 5 '5 5 5 5 4 4,-0. 14 12 10.'9 0 8 6 6 12 12 12 12 12 9.5 7 S.5 7 7 7 7 7 7 7 7 5 5 5 6 S 5 S 5 14 i2.10 9 8 8 6 6 12 12 12 9.5 8 6 4S 3.3 7 7 7 7 7 7 8.5 3 5 5 0 5 5 5 5 6 74. 12 10 9 a 8 "8 6 12 12 12 f2 10 75 5.5. 4 7 7 7 7 7 7 7 5.$ 5. S 5 5 6 5 5 5 }4 t2 ID 9 8 8 a- $ t2 t2 12 17-"8 7 5 4. -7 7 7 7 7 5S 4 3 5 5" S 5' 3 5 4 3 5,-0•"14 t2 10 9 8 8 6 6 12 12 12 12 f0 7.5 5.5. 4 7 7' 7 7 7 7.'7 7 S b 5. 5 5 5 5 5 14 12 10 9 8 8 8 6 12 i2 9S 7.5 a 4,5 3S' = 7 7 7 7 7 7 5 35 5 5 5. 5 5 5 5. 4 14. tT 10 9 .8 8 a G 12 12 12 95" 1, e-79' - 7 7 7 7 7 7 5S 4 "5 5 5 5 s 5 5 4 * SEE ANCHOR 14 12 10 9. 8 8 6 8 12 12 7.5 9" 7.5 5.5 4 3 7 7 ,7 7 7 45:3.5 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS .6,-q' 14 12 70 9"" 8 8 6- 8-[1212 12 10 8 6 45 3:5 7 ' 7 7 7 T 5 5 5 5 5 5 5 5" ON SHEET 13 2 f0_ 9. A 6 a 6 12 8 6 5 4 3 7 7 7 7 7 9.9 4 - 5 5 5' 5 5 3 4 3 t4 12 19 - `8- 6 $ 12 to' 8.8.5 5 75 * 7 7 7' 7 7 $ 4.5 - 5. 5 5: 3 5 6 4,54 12 '10 fl a 8 G 6 12 10 a 6.5 5:3.5 - �7 7 7 a.5 SS 4 - - 5 5 5 5 'S 4 37'-0' 14 12"i0: 9 a 8 e $ f2 12 8.5 7 5. 4 3 7 7 7 7 7 7 7 6:-5 5 5 5 5. 5 5 5i+ 1219: $ s" 6 6' 10 6.5 5 4.5 3 - '7 7 7":7 6.5.b 3 5 5 5.. 5 5. 5 3.5 3 14 12 10' '9 8 8 .6 8 12..8.5 7.5.5 4 - 7 7 7 7 7 5 - - 5 5 .5 3 5'. 5 40 VALID ONLY FpR UP TO F7p, -�5 t4 12 70 9 8 8 6 - t2 A.5 7 &5 4 3. 7 7 7 55 45 3 - b S"-5 B' 4:5 3S - PSF A.S,O DESIGN-PRESSURE -4 12 10 9 "a 8 6 - 12 08 7.3 41 sS - 7 7 7 7 7 7 7 '+ S 5. 5 5 5 s 5 5. RATING & FOR SPANS PER 14 12 10 :9 a 8 6 ^ 9 fi 45 4 3 - '7 7 7 7 " 4 - 5 5.. 5 5 5- 4 3 - SCHEDULE #3, SHEET 11 T4_i2 10 -9 8 8. 1 - 12 1t 7.5. 5 5 75 - - 7,+_T 7 75 6-45 - 5 S' 5 5 5-4.5 - 14 12 10 9 0 8 - 12 11.5 7.5 6. 5 3.5 - - 7. 7 0.5 3 4 - - - 5 5 5. 5 4 '3 - - 8,-tI• 74 i2. 10 9 $ 8 - 12 12 95 6.5 55. 4 3 7 T 7 7 7 7 6 3 3 5 5 5 S 5 5 5 14 12 /0 9 8 e. 0.$.6 5 4. 3.5 - - - 7 7.�7 14 12 10. 9 18,18 - 12 10 6.5. 5 4.5 - - 7 7 7^65 5.5 - - - 5,�5 5 5 5 4 - 14 12 t0 8 8 8 - 12 103 7 55 45 35 - - 7 7 5.5 45 3.5 - - S 5 S <S 3.5 - - 10,-q„14. 1Z 10 9 8 0 - - 12 Ti-8.3 8 -5 35 - 7 7 7 7 7. 7 4.5 - 3 5 5 3 5 5 5 45 11. i2 10 9 8" e - 95 7 4S 15 3 - - 7 7 7 5.5 45 - 5 -S 5 5 4.5 3.5 - 14 12 IO 9. e a - 12 9 8 5 -T-.= 17 7 7 6 5 - 5 5 1 5 4.5 6 1- 14 12 - t2 8.5 6 3 4 3 7 '7 5 4 3 - = - S 5 3 4 35 - - - 14 T2_10-'8' a H- - 72 t0 7 554.535 - ^ 7, 7 7 7 7 735 - 5 5 5': 5 3 5 5 4 H.S.8.4 4.35 J - - 7 7 6 3 4 - - 5 3 5 .5 4 3. - - H V BLADE ONLY 14�t2 10. 9 8 B - tt 8 55' +. - - 7 7 T 5.5 IS - '3 5 5.' 5 45' - 14 12 19 , - - 1:5 65 33 IS 3.5 - 7 7 4.5 3.3 - - 5 9 4:5 3.5 3 = - 14 1212 9.5 6.5 f5' 4 3 - 7- 7 7 7 7. 6 3 - 5 3"-5 5 5 5 4S 3.514 7T 8 6 4 J - - 7 7 5S 4.5 3.3 - 45. 414 12 10 7.5 3 4 - - -7 76..'S - - 5 55 S 1 - 14"12 85. 435 - - ^ 75.54.53.5 - - " -5 8453:53 - .-. - i3-0 14.�12 - - 1.S 8.5 6 4.5 3b 3 - 7 7. 7 7 7 {.5 - S' S14 12 7 5:5 3.5 3 J 7:"5 4 3 5 3." 5 4. 3- - - 14 12 10 9 8 - - 9 1 4.5 .75.- - - 7 7 55 45 - - - 5 5 5-45 1 - 14'/2".10' 9 - - 10 7.5' 5 4' 3 - 7 6 4 3 - 5 5 4 3" - - - 14`-q" 5.5 4 3.5 - - - 7 7 T 7 :7 t - 5- 5 'S 5 5 5 4 3 14 12 10 9_ - 6.S 5 3 - - 7 7 5 3.5' - - - 5 5 5 4 - - - 14 12.10 4 - 8.3 sT 4 - - 7 7 5 4 - - 5 5 5 4 11 12 70 - 9 7 4,5 JS 3 7 55 3,5 - - - - 5 5 3.5 3 '- - - 14 72 10 - - - f0 7.5 5 4 -3 - 7 7 7 7 7 3.5 - S 5 5 9. 5 5 4 3 14 12,10 - 6 4.5 3 - - 7 1 45 3 - - T4_12 10 - - - - A 6 4 - - - 7 :7 5 14 t2-10. - - - - 8.5 6.5 - 7 3:3 3.5 - - - 5 5 t4' 12 10: - - - - 95 7 4'S 3.S 3 - 7 7 7 7 6 3 - 5 S 5 5. 5 4.5 35 14 "$ 4:5 3 ^ - - 7 6S 4 - - - +. -S 5 3.5 ---_ ,+ l2 iD - - - - - 75 5:5 7s - - -- 3 LIJ4,5 - - - FLORIDA BUILDING CODE(Nanigh Velocity Hurricane Zone +4 p02017 11LTECD,INC. @3 2017 EASTERN METAL SUPPLY,INC. 4�_.. T` .....,, /�.L 13ERTHA HV--r. A,S,S,A■ Accordion Shutter System H,V ", > . 9-mi#1 W/OR W/0 HIM WND0VV,9_AM American Shutter Systems .' TTLUT TESTING &ENGINEERING COMPANY" - � Inc, Lv.N DE515-0 H" SiAit DAAVIN TO 7 0355 N.W.am 5t.5t2 305,NRdtM CM MS,MAMA 3716 ASSp('ifatiOni C 7 "Ol0 75-065 7/27/1 DATE: O7/27/t7 A, ph..;(305)$72 5530,Fav;(3D5)8T1-1531 4268 Westraad5 Drive 2DRAWING NO i/1A \4�41A� a- mi.6leacaeaa.+om West Palm Beach, FL 33407 ` (7-» (�7 - +TM�'�� ti11+` yYALTF3i A�LLfTiJJr.P.E. - '1 FLORIDA I.J.A.+4167 S SHEET P.E. S�1{C/3t6NAfURE/DATE 6 14 0E 20 MAXIMUM A.S.D. DESIGN PRESSURE 89NG GIVEN MAX. SHUTTER SPAN N�SATiVF A S ESI P�SSURE RATING AND A CORRESPONOiNG�OUNTINCz TfpE• (SEE MOUNTINGS ON SHEETS 16.&17). SO 11ERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PiNE No. 2 W/ MIN, G=0455, SPRUCE RINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN, COX 2 W/MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. 0=0.50 W/ MIN:.G=0.43 W/ MIN, G=0.36 PLYWOOD OINL?GtGA=50 Vo Yl/ W/ MIN. G=0.43 W1 MIN. G=0.36 SPAN.(T1) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N,0 & R FLOOR MOUNTINGS M, N, 0 &'R FLOOR MOUNTINGS M.'N, 0 & R. FLOOR MOUNTINGS WALL:MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUN71NOS 8,0. WALL MOUNTINGS W& X W & X W&.)( P & Q S&V S &V S&V f16O1.WAX POW FAM 04 OSDI WAnfPMK TA7 W DM IC'M MUM PXM M M TERB,IaAT M1 MfE WK("I W MOSM M MSS R RYTO f1CJ no N.Wt,F gm Am Ip q w M7x K \ER.wx E M.(zR LM RSC%NwT1LiU'A¢RV06,lpR SD OQit#G11F.FIf91FE F6W(RQ :.9901 iEf+lt€ fit'YC tFs1 30 4tl60 75 90:G5 30 4D 60 75 90'OS 30 40 60 75 90 05 30 k0 6p 75 90 45 30 40; 60 75 9008 30 40 6O 75 90 05'30.40 60 75 90.. OS 30 40 60 75 r.80 05 30 40 60175:90 p$30 40 fi0.75.90 05 -0'OR LM 12 10 :T4 9 8: 8: 6'6 5:6 6 5' 12 ]0' 20 9 8 8 .6..,6 .6 6, 6 S:12.10 f0 9 8 :8-.:6. 6 6'6 b.6 8 5 4 4 4 .3 12 12 12 12 12 12 12 12: 12 i2 12 12.72 i2 12 12 12 12 q'_0^ 12 10:' 74 9 8 $. 6. 6 6 6 6:.`6 12.10 10 9 8 6.,..6 6 6:6 6 6:12 10 10 9 8 �8 (6- 6: 6 6 6 6 t6 5 4 4 4 3- 12 12 12 12 12.12 12 12 12 12,12 12 12 12.12 12 12.12 �. �...� . 5,-0•_. 12 t4 .10 9 8 8 _6 6. 6 5 6 $.5 12 t4 10:9. 8 $ 6. 6:6 611 5 12 f0 10 9 8. 7 $_8 & 6 6 5 6 S 4 4 4. :3 12 i2 i2 12 t2 12 A2 t2 12' i2 12. 72 i2. {2 12:12 12 4:5 gs_p' 12 10 10 9' '.8-6y5 ''6 6 6.6 5:5 4.5 12 10 10:9,8'5 '6 B. 6. .5 5 4:5:12 LO 70 9 6. 3:5 ;8 6 6. 6 5 415 -6 5 4 4. 315. - 12.12 12.12 ]2 12 12 12 12 12 72. 72 12 12 72 12 70 6:5, 7'-q" 12 10 1Q 9' 6,5 4 6 6 6 5 4,S 4 12 10 10'.9 5. 3 6 :6 6 :5 �d 3.5 12 t0 10 7 i5, - 6 6 6, 5 4.3.5 6 5 4 4 - 12. 12 12 72 12 12 12 12. 12. 12 12 IO• 12 12 12 0.5 8.8.7.5 _ i2 70. 10_7.5 4.5 3 6 6 6 5 4 3.5 i2t 70 10. 63:5, - 6 '6 �5- .5 315 3 12. 10 10 4 6 ,8 5 5 3S 3 6 5 4 - - - 12 12 12 12 12 12:12 12 {2:12 it Q;5{2 t2 l.5 9 7;5.6;5 F g'.-4" 12'10 10' 35 6 6 5.5 .5 3.5, 3 12 10 9 4 - 6 6 4.5 4 S 3 12 10 .4 3 '- - 6 6 4;5 4 3 & 5 5 '3:5- - - 12 12 12 t2.72 10: 12 12 42 1) 9.S 8.5 12 12 10 8. 6.5 5.6 72.10.'7:$ 4" - - '6 6-,:5 4:.3 12 10 6 3 - - 6�'.5. 4. 5 3. 12 10 3 - - - '6 6.. 4 .S 3,.-. 6 5 - 12 1Z 1272 '1.59;5 12.12 72 0. 6,$7.5112 12 9. 7.. 6 5. _._ 12 10:.5.5'- - - 6 6 4.5 12 10. -4;5 - - 6 5.5.3.5 - 12 t0 - :-. - - 6 5.5 4 - - = ,6 5 - - - 12 12 72 12 10.8.5 12 .12 12 9.5 8.7 12 12::8.6,5 5;5 4S 1yc0' 12 10 4.5 - - 6 6 '4 - - - 12 10' 3:5'� - - '6 S 3:5 12 10 - - 6 ,5 d:5- - _ 6 5 - - 12 t?. :12 .1:5 0,5 8 12 12 TI 8:5 7 6 12. 1.5 7,5.6, $ 4: 13'-a` i2 14.- - 6 72 10 - -. 6 4:5. - - - 72 7.5 - - - 6 4;5 - - s 4.5. - - 72 72.'i2 10. 1 5 7.5 12 12_ 10 B 6.&5:5 t2 O.S 7- S-5. 4.5 4 'f4'-0"_ 12 10 6 5.5 - _ _ -: 12 7 ". _.5.54.$_- ._ ^-12. 7," -- - .-. .54.5 - - - '6 3 _ _ _ 12 {2`72 9:5 '8 6. 11. 72 9.57.5 6 41512 9.5'6.5 S 4 3 75•-0• _ _ _ - g, _ _ 6 _ _ _ _ 12 12. 11 -�9 7:5 5 12 12 8.5 7'. 6 4 t2 9 &: 5 4 16'•-0' 12 - - - 6 _ _ _ 12. .- fl8fi:5 4.72 1;58.55:5 415 3.S -.. (1 HV BLADE ORlHV BLADE W/ HV WINDOW BLADE WORKING IN QNISON* 0 Su Uuj[.anONS of DEC F8R .r{LAI DN SHEET 10 } ON TES ON ANCHORS`REQUIREMENTS: WOOD SUBSTRATES. i.ANCHORS TO WALL,FLOQR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS:. X SUBSTRATE SHALL CONSIST OF THE FO110WING; -SOUTHERN PINE No.2 W/0-0.55(N.D.$) - 1/4-o TAPCON ANCHORS.AS MANUFACTURED-BY I.T.W.BUIIDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS-FIR Al G-046(N.DS.) EACH SECTION ON SHEETS 16&V. -SPRUCE PINE FIR NORTH W/010;43(N.US.) e(CEPTION:SEE NOTE9 BELOW, -SPRUCE PINE FIR SOUTH W/0-0.36,(N:p.S,) -MIN.i/V COX PLYWOOD(19116.APA). �Z ANCHORS 10 HOLLOW CERING SHALL BE AS PER MOUNONC TYPE V.SHEET 17 AND SHALL CONSIST OF LAG SGREWs AS PER NOS.2015 SPECIFICATIONS. 4,ANCHORS-Sti.1LE BE INSTALLED_FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC&MONS-OF THE. ANCHOR'S:MANUFACTURER: l,Aa�priii i.�s FLORIDA BUILDING CODE(Mon High.Velocity Hurricane Zone 02017 TILTEC4,INC.... 2017 EASTERN METAL SUPPLY, INC. ` �i ��i ltl�•,I9tp:` BERTHA HVTM Accordion A► A , n Shutter System T:Lur TESTING E C QNG COMPANY Amer{an Shutter Systems �V a RIPWB OR W/O.KV.wtt�oW BIaAE R * DAnE DRA%N BY. LC- Assaciation, Inc._ I OLD 15-085 Uz7/1 GA7E a7/27/v sass Kw.36th-SF:.Sr.30%Ymfm CAROMS.MORD+371 4268Westroads Drive 2 PN_.:oDs)871-1530.To-;(305)$71-1531 DRAWING No - h YX4,yt� 7 a-m 1:mt'000.W.Com West PGim Beach, FL 33407 s 17-107 VZON, �, •' 1it, FLORIDA Lie 844167&. S SHEET P.E. 5EdC%F3t0'S4A111RE/DATE: 6 115 0E 20 INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS FOR1) HV & HV♦ BLADES AS APPLICABLE X. SHUT ER S + OR — FOR !NSTALLATIQNS INTO WOOQ WITH HV BLADE LY SHALL ,PALL FINISH BE LIMITED TO 105.0 120, A.S.D. DESIGN PRESSURE RATING, - SHEET 119 FOR MAXSPAN 1/4"0 TAPCON ORA.S.D. SI N P U E TNG FO ST 10 WORKING N ISDN xAPCON WITH ADVANCED- 1 ! i THREADFORM TECHNOLOGY t--- , 1/4`0 TAPCON.OR , ! TAPCON WITH ADVANCED THREADFORM.TECHNOLOGY V7 1 1 2'Mni. PENETRATION €1I� # "'"F-""'— { 7 O 11.1 OED AREA TO I ! W/ 1 1/2"Mln..PENETRATION OF THREADED AREA x0 EXISTING @ W.N.SEPARATION 1 I 1 EXISTING WOOD HEADER. I I j WOOD HEADER.{SEE SCHEDULE ON SHEET 15} ' TO CLASS(SCE (SEE SCHEDULE ON SHEET 15) r �7� r 1/4 0-2023/4 SS,MACHINE SCHEDULE ON SHEET i \\ 111 , 1 + c 1 )$ j &ET SCREWS W/5/4-20 BUTS 11 FOR BLADE \ .Q7stC3 OR ` l 1 t J "� � ® 12'O.C. Q ON.S' 79' 1'Min. EXISTING F BAA(1)&Q 1 GLASS-4 j:, t I 1 i 4• I I S E I I 1 WALL 1 tlR) Q FINISH J {} r li V..DPnoNAL '--WALLi EXISTING MIN I 1 -..., FINISH ! �'1�SC tSLS ,. @CR 2".4 WOOD ��''� 9 LXISTING M7N. § HEADER REOU RED V R l'.`Fa , 2"x4`WUOD I I} 1�0 TAPCON OR TAPCON WITH ADVANCED: Q ' U HEADER REOUIRED {t{ ,) 1t j tt i / EXISTING 6 MN.SEPAPATION ! i( � i 1 t p 4Y � i I •i Mill.PENETRATIONorTECHNOLOGY AREA TO GLASS'-y. T0.DAIS(SEE iv '_ EXISTING WOOD HEADER. SCHEDUE ONM1N.SEPARATION TO GLASS ;) I i 1 '( I 1i, (SEE SCRETIULE.ON SHEET 15) i1 FOR�� EXISTING {SEE SCFIEpULE ON SHEET X11) 1 N SHEET 10 FOR GLASS-1i (� U 1..+, 1 .,•.Y 21a4'CONT.SILL Q PLATE REWD. �N FIV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION 914V WALL HEADER INSTALLATION GLASS II t EXISTING t DIN.SEPARATION TO GLASS `i I _f 7 (SEE SCHEDULE ON$NEU 11) 1 CLASS—` � S�Q"—'(SEE SCHEDULE ON SHEET it} r EXIISTINi�}SItA . 1. LCH.SEPARATION 10 GLASS '1 I 11 2'x4'CONT (SEE SCHEDULE ON SHEET 11)., F Q W000 PIAT , I — E i/C'0-20x3/4"SS REO'b. 11/4.0-20x3/4'S.S. USNGNE SCR2lSN� € I .: MACHINE SCREWS WJ 13 OC. 1J4"-20 NUTS 0 32' FINISH !. I -„� .+ I I D.C. f3yOR@8 ; aa 18 OCR t r �� I I 1 �.^'� '•. I: �'• `� t orz t""; '`SII 2'x4'CONT, ( w00p PLATE 11 O I Ja111ta11 i' O REVD. # ; ( I '' - t'Min; r+'L_/�f! �•.,. / ! 1 M1 t 11 S _�. � 1 U 'ti OR.1 1 ', t. 1 11 I ; �II t 1'� A, �I ` THREADFORM TECHNOLOGY wJ 1ADjANCED ]j`2 X4 CONT. H Min.PENETRATION OF THREADED AREA TO 1 1' t 1I I ti / 0 TAPCON OR TAPCON WITH ADVANCE i �iM1iU� 11i �fV'(f I tL?-51L1 PLATE I, i F305TINO WOOD HEADER. THREADFORM TECHNOLOGY Wj 1/2 ('1.�..i.Lz vi I. 7/40 TAPCON OR r-1 1SEE,SCHEDULE.ON SHEET 15t—` Min.PENETRATIOW OF THREADED ARTA 1NT0 PLYWOOD t1 TAPCON WTIH ADVANCEDE SHEET 4 FOR TYPICAL . 1kI, ' ( ) {SEE SCHEDULE ON SHEET/5 I/2'MIN.CD THREAOFORM TECHNOLOGY UTTER 7SSEMBLY. WALL FlNISH I EXISTING MW.2'24` PLYWOODR£O' w/ 1 j2'Min.PENETRATION OFUNTING SECi10N5 CAN BE STUDS®16'O.C.MA)L� TFIREADED AREA INTO PLYWOODMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REO'D. REWD.PLYWOOD T0.BE FIN (SEE SCHEDULE ON SHEET 15) IT ANY INSTALLATION. BY WALL SILL INSTALLATION TUNG MlN:2'24"STU05 Fi.16'O.C.MAX.FTEO'D. ATTACHED TO STUDS IN TTH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SEDDONA1230 WOr WHH SECTION 2308 OF THE F.B.C. SECTION 2309 OF THE HV 'WALL SIU. INSTAL.LAtION ♦SFS DM ATIONS.OF USE OF P HV WALL SILL INUALLATION F.B.c. BLADE 1A i1N sHEEr le a..,... FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane Zane l0k A. 7t -�� ®2017 TILTECO.INC. 02017 EASTERN METAL SUPPLY INC. ,tt" i = BERTHA NVTM Accordion Shutter System Ku MAX�1 w/aR w A /o KY. NINDUN TTLLTT TESTING k ENGINEERING COMPANY American Shuster Systems H DESCRIPTION oAfC DRAWN IT* L.C. • '' 07 DAT Association, Inc. I OLD 15-08507/27/17 [:.. /27/17 ��'CCC B7S5 N.W.S6N..SI. SW.M51 HkGNN GAt'9tN9:fiQ41dA 331 i Pb—:(3os)an-1ssD.r x:(3os)a»-1s31 4268 Westroods Drive 2 DRAWING No o comic GlleCoOaohC4n1 West PolrT1 Beach, :FL 33407 3 'S ......,...« )/ W&JERBA 0107111 P.E. ... 1 107 �p1y 4 P E SEA fS41ICL'f DATE FLORIDA U.!441x7 S SHEEP 6 16 OF 20 INSTALLATION DETAILS ON EXISTI-NG WOOD BUILDINGS FOR M HV & R HV+ BLADES. (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEADE (1)ONLY SHALL LIMITED T 105.0 0. A.S.D. DESIGNRESSU BATING. SEE E 9 OR MAX WALL FINISH SPAN & DESIGN- LOAQ EOR INSTALLATION BLADE 1 & 6A)WORKING UNI ON h 1 4'6 TAPCON OR -EQ- -ED 2'MIN. 7APCON WITH ADVANCED yOpD MI RE4U1RC0. (� I �-.+- THRE'AOFORM TECHNOLOGY EDGE IF APPLICABLE STRUCTURAL ADEQUACY ✓j'.. t t•--�—• . I I W/ 1 1/2'Min.PENETRATION 1f4 0 20x3f4'S.S. OF EXISTING WOOD BEAM- ILL I OF THREADED AREA TO ,+ PHIPS TRUSS HEAD TO BE CERTIFIED BY it ! •— - ---`-- '^ i I EXISTING WOOD HEADER. /-EXISTING WOOD {SEE SCHEDULE 4N SHEET i5 Mitt. MACHWE SCREWS REGISTERED ENGINEER OR•f =_ __ ) W/1 jA"-20 NUTS. ARCH17EC7 PRIOR TO ^"'�o'7't'—Eo i-•=-•. .._ _ tttUSSES 4R 1 i 1 I C .0 12'O.C. SHUTTER INSTALLATION, ; i t 1f2' 1/2'-.-- RAFTER$24' t' 1 c7jgt/r 1 g r O.C.REOUIRED 1t4'0 TAPCON OR1j —wz. --_. •:.- TAPCON WITH ADVANCED % J!; I: r r f E%1511NG SOFFIT I /ti J t ,) N .257' TNREAOfQRM TECHNOLOGY / '•� 1 J .— 3f4'Maz..THK.. / I Max. 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LOCATE LAG SCREWS AT STING W_ i E%LSTING MIN 2'x4' 1 I I I MEMBER,(2 Mm.NOMINAL OPEN HOLE A7 EACH E%ISTING-^d HEADER REq'D lAtN..SET'ARATtON.TO GLASS t - - 5iU0 70 ACCEPT 1 - WIDTH)W/2'W.- if OtASS 1I EXISTING ! 0 LAG PENETRATION OF THREADED 1 (SEC SCHEDULE ON SHEET 11) : .GLASS----`j AT CiENTER OF AT INSTALLATIONS REW AREAL VAUD DWtni.72ps7 d —A,-- t :16tA�, I I MAX.A.S.D.DESIGN LOAD ANC SC�HV WALL HEADER INSTALLATION 11 atm �AWM EXISTING I �,runoN INSTA Maar SIS C THs GLASS TO OAS4(SFE INSTAL,ATION rb ONI:Y vaUD u Ern PKC®AN] a FOR W00D W/MIN.SPECIFIC UL SHO?14'FCR _(DOR @ 11 FOmw n)FOR GRAYtTY QF 0:50 AS DDVCLAS .M StRET n)FOR C. ��&�" I gaESp*© ( ♦ FIR OR SOUTHERN PINE No.1. 1-SEE SHEEP 4 F013 7YPICN.SHURER ASSEMBLY I t 1 OR® OR EQUAL. 2-MouNnNc sEcrlDNs rRN eE'coM61NEo �T HV CEILING tNSTALi.ATION � iN.ANY WAY Tt0 SVR ANY iNSrALCAitON. U V CEILING IN LLA 0 1 I T pS i 1E f OR I SEPARATION i .I T MIN.SEPARATION TO;GLASS ' I x 11 FOt BUDEOr {SEE SCHEDULE ON SHEET Yt) EXISTING .,War is FOt "'I TO GLASS EXISTINGOIaSS--1 � G1A55 aplS \ (OMESHEETD71) I 1 I ) I ( ) I II a IAANNTCEHOR I i ExlsnAc I; WALL, �{ LOCATION ! FNISH ,j4. ...-• ""'-- 7 Ma� ` 7 I 3/6. N'N ,..._WASHER HEAD TEK GLASS--1. I �:_. ( DECK REQUIRED j SJ 1 OR 2"x6'M1N.WOOD SCREWS 12' ALLOWED) • DECK REQUIRED(NO —� y � FINISH ALLOWED) • -` 2 i' ,.. f,DOGE _' --• kkFINISH S9 i - '- 1 EDGE LI PECK -- EDGE LI DECK 1 `•„_`µ[�( IF APPLICABLE • '-";'-- APPLICABLE DECK IF ~ IF APPLICABLE S ,• i f4 k-24%3t4"s:S ! 1/4'o TAPCON OR Min. �„PHILUP5 TRUSS HFAO 2 ,.J?,� — /�._-T TAPCON WITH ADVANCED 6LLCHINE SCREWS 1/4'o TAPOOR OR TAPCON WITH ADVANCED + S 2'x4"CONI. THREADFORM TECHNOLOGY Ytj I/k'-20 NUTS THREAOFORM TECHNOLOGY W/1 1/2 Win. T MW,--- I 11 {{SILL PLATE {!( 5Y/ 1 1/2"Min.PHNETRATION. p 12'O.C. 1/4'o TAPCON OR TAPCON WITH ADVANCED THREADFORM —2'MIN. PENETRATION.OF THREADED 1 LREQ•D. ,) t, OF THREADED AREA TO. "TECHNOLOGY WW/ 1 1/2 M» PENETRATION OF THREADED ARE TO EXI5T[NG WD00 HFIRER.(SEE rtT ....-:SSI EXISTING WOOD.HEADER. AREA.TO EXISTING WOOD HEADER (SEE SCHEDULE ON SHEEP T5)' SCHEDULE ON SHEET 15) `'� n (SEE SCHEDULE ON SHEET'19) UM OF vSE FQR X NV. WALK-OVER INSTALLATION HV WALL SILL INSTALLATION, fir R�' f HV FLOOR INSTALLATION FLORIDA BUILDING CODE.(Non High Velocity HUrrlcone Lone 02017'TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. eA Accordion Shutter System A.S.S. ■ Kv. MADE#1 w/OR w/o KV. vnNDON a aDE a'�.. SILLiT TESTING & ENGINEERING COMPANY : Atii$t'iCon Shutter Systems R DESCRIPIIQN "DATE DRAWN rBY. L.C.. ; y Association. Inc. r OLD 15-085 7/z7/1 DATE 07/27/17 A A. @ 8355 N.W.36 h:3t.,Ste.305.NHPA.GARDENS f-153 3716 �� Ph6n4:<SD3)67r-153D:e x;(3Ds)871-1637 4268 wesiroods Drive z (�/� rq� 1 e_m is Laleuloga.com West Palm.Beach, 'FL 33407 3 DRAWING tN}Q� S�j1��.L" `,�'N`t.1. EO-OOO671B i 7`ji 07 r o WAITER A TILU7 Jr,P.E. k P.EFLORIDA Uc./44167 5 SHEEP SEALf SIGfJAFURE/DATE 6 17 OF 20. END INSTALLATIONS i NV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2'.4'MIR..r D SNDS RED`!). 2'a4'Mft WOOD WGGD 51Up3.....' �• \. % < '� \... /4`.TAPM1 / s SlODS port. (AS AJTUC.mo \ /{�'` ANCICxN a 6.O.C, f' /t r s / Y.4"STUDS,WOR}511105, x �ApitlFfR,� RS91, \ / ,G. tP I,UMiION t m+Iz-Gox rami EAISRMG GLASS I, HY RLWVOo G HD I /Sf"\ I SttI05 EUSt. � 1� �E%ISnNG GLASS' � _ /�-E%15TIAG GLASS 1 � L._.. ---'^^'STT TO DWAU�AM (STS i/2•baN,00% TO GL=(9S - 1L'{ A•ATIpN W SEFNRA7IEN KI-0.0. ••-•..._ allma a,SMC( "— To aw'S(Sw. 1%r Mut wx M GLASS(SE ,� 8 ,119'7}•L4{%. ll F t2NE0A,D 5t]f0t%S W'3EE1 Ft.YIiOCD. - r EOtDitE ON SIM -Ot'UZE!49 D- (6063-M)CONE: FII.hi 1/2'.MtN.M pN 4fir t9 epi �`'� 1,itR flai'E Q1AV0 ,n`- tl FOR Flh'EmMA ALVM,f:LOSEA PL"'000.; 9A0L'(IIb�A WALI. 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O19 SLG tbSiiAT„GW'S-S,. feNEDUI%NN O 12.D.C. 1'EINETRAr10H 0 12.O.G I=LLo pOs(ttx STYM D 4 • SEE LllAITA740NS Of USE FOR x ti 1/2'Mrs SofDDLE ON SIM �d, StA4E ?n ON SHEET S9 5 pt.SHfkT N rpt I 1/2 ttN \ { t �j . -••�•� ,/- �-_._ I �1 � •"�- 1 t :Pa ..--.7".^ ¢J � I r_=._ _-5 1��S ciz(�aa�w:f r (DPR 10 4 1 \ 4 b oR S�cR�av -19 C6) a +tm • l w%u nvm 2-.e MnL.WOOD WALL1@�19y,.4 vq 1G3 oR gca 9, VIEW PLANC p•Ls.L�13.19 O 1$'-�`daC� DETAIL �5 END CONNECTION DETAiL.(1-1 SND CONNEOTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone pppp�aW �,` 42017 TI47EGD,INC. 02017 EASTERN META,SUPPLY; INC. UcnrsF•. %.y ,�,,,_,_ ©■ ■ BERTH-Alf NV T. A 1 6 ,,�� Accordion Shutter System Ky. #i w/OR w/o Irv.WMCW 13uDE TILUT TESTING & ENGINEERING-COMPANY American Shutter Systems yy, DEscRNnbN oar[ ORAwri er: Lc. �O Association, inc. I 0(.D.15-085 7/27/1 DATE; 07/27)17 6]55 N.W.36W.St. b,305."'ItGaN GARDENS,.FIataox 3310 Ph....:(305)671-1830.Fa.:(305)671-4531 4268 Westroods QiYe 2 'DRAWING No ltA �(4 a c0:till- .1 West Palm Beach, FL 33407 3 .(07 %V�u•Yri L. \•'`• Y A. TIM15 y - 7`-t 11! WALTER A.11UJT Jr.fi,E. RE SEAL"/SIGNATURE/DATE FLOROA ue•A u167 8 SHEET 6 18.6E 20 t'"e% Q�Oi •.GENERAL 1161Lf TIO $ D CONdLLII OF USE FOR BERTHA. IOILMMIN WORKING IN A G . 5 lk 11"If 1.MAX.A.S.D.DESIGN PRESSURE RATING:+T10,- 114 P,1J. y .. - 2.MAX-StRJYtER SPAN:9B` 3.ALLOWED'MWNRNGS:A.D..G&MON SHEETS 8,7 A;WELL As MOUNTINGS M,0.T.U&WON SHELTS 10566&17. ONLY TR GAP 4 5 lXS'Wf, CSD ST BE�&ONLY AT E](fEWGROR ACCESS IN SE OF OPPOSiYG 16 a CL U 'fYP.fiA.:END ! v J ♦ J - a -.• '• • -5.(A)NV )NpOW BLADE 1 SHAD.ONLY ALLOW A-MAAMUM OF 5 OPENINGS. {3 C Ni}L£S}.FOfi�1 PER AT SPACINGS SHOWN ON SHEET 4. (B)-MIN.CLEARANCE TROD'POP OR BOTTOM GEODE OF'HV.WINDOW-BLAOE 5 WINDOWS a a • s ♦ ♦ �° OF ANY 3`0 HOLE FOR V SHAD,BE 12-. ALLOWED HV '�i' WINDOW BLADE II ¢ - r (C) OW OR BLADE CONING'OUr.fROM STARTERS AT ENDS MAY 8E HV WINDOW BLADE� ♦ • Y • / .• 1 r (D)-NY WINDOW BLADE:Q MUST B£USED AITERWlT£TO A SOUP-HV BLADE . THROUGHOUT SHUTTER'S WIDTH. TES StWl.ALWAYS BE INSTALLED AD34GENT'IO A SOLID W o v ♦ a A } pg s y� J J BgI7E 1 AT'£RI'IER'SIDE OF THEM, SEE END tl, - (F)'POLYCARBONATE HV WINDOW/�ryy SHALL BE INSTALLED SO TABS FACE THE WrERIOR GF THE OPENING 8E1N0 PROTEayED.W VANIIOW 4(�1 MUST EE CONNECTION a ♦ a a a g ¢ •: �> J ONS.Y.INSTALLED AND LOOKED USING A W SETTING TOOL PROVIDED�By ASSA, DETAILS ON SHEETS. ♦ a p INC. FULL HEIGHT.—.. —. Gg R - E.SEE ANCHOR SPACING SGHEOLILE FOR tNSTALiAAOtis INTO WOOD FRAME 1 PIP BUIL SHEET 15,AS LIMITED BY SPAN.AND DESIGN LOAD(SEE NOTES P P 7.SEE ANCHOR SPACINGSCHEDULE FOR INSTALLATIONS-INTO POURED. CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12.&13 AS LIMITED BY - SPAN TWOZE5IGN LOAD(SEE NATES i (( 8.MINIMUM SEPARATION TO'GtASS SCHEDULE PER A5TM E=1996: (§j WT13P&BOTTOM UIREL,EMS) .W ORQOR� WIND ZONE MINIMUM 5fPAWL?toN TO GLASS ---- ... - UNLIMITED VADT)+-- •— .. .1,THRU 3. Y E%ISTWCLASELEVATION MIN.SEPARATION GltSS,V&4E ` SHEET MR B1ADESp , a B.zS• ' t ?6 TYP. \ { TYP. SY RICA�N CEMFMATES V(g � �: i♦+rsae. W/2 GR EE AND - �'a �-'✓ 9(1tlnd rte, i.-I. Yt/O (5E NOTE 4 ABOVE) PLAN.. TYPICAL (1 HV BLADE WOR ICING IN UNISON WITH HV WINDOW BLADE (ILA SHUTTER* �`�-- — FLORIDA 9UILDINO CODE(Bon High Velocity Hurricane Zone 672Ot7 nt1EC0.IND, 0 2017 EASTERN METAL,SUPPLY,INC. EtvsF :.� B HA H 1M =71 •�..� A .�! ■AL Accordion Shutter System Eo H� E , W, W,4 Icy ,IXAIX- TILLIT TESTING & ENGINEERING COMPANY A.rnedcan Shutter Systems V.H -- oe ampnolt .DATE. DRAM IN' LCC c4, Association; Intl, 1 OLD 15-0es 7/z7/t wTE 07/27/17 3GU,'St,St .AS.NRGV A CWLENS..nDfWA 3319 Fatorw,(305)87i-IM,eox.(3"71-1537 4268'Westroods Drive 2 DRAWING No ��. a-moA.LTtoc9O ol:aam West Polm Beach, FL 33407 3 ss�alVAl��''' WALTEEB-DDD6Tta 4 17-1,07 --......••i..•• R}.Tw W.RE S SHEET FLORIDA U..'1 44167 P.E. SEAL/SIGNATURE/DATE_ 6, 19 OF 20 I 112.0.035-THICK 1" INSTALLATIONS WZ I-IV BLADE & HV CENTERMATES �2.QOG Ma..I- .Min.ASTM A-653 GRADE 40 IAin. -,,,,VARIES-..y( a _ METAL STUDS AT 16^G-60 GALV.STEELO.C. 2•MOI. f 43INTO-METAL STUD WALLS UV g bm pa. ' --- ----- 10 6'o.C. 40 41 J 1 Jg_".0 NOMINAL W W ------- s/z' 3a �` GENERAL LIMITATIONS AND CONDITIONSOF USE ALUMINUM SLEEVE —— —J 7z FOR BERTHA C1, HV BLADE ACCORDION SHU ER 6063-T5 ALLOY 1/4k 0.035'THICK Wn.� 43c 430 ' n$ $�E? 1N.�'A[,,(,TION TO ,jvlE#AAL STUD WAILS. b CONT.GALY.SiEE4 TRACK CHANNEL,O®6'O.C. ®6`a.c.'": I N 3.000" ASTM A-653 CRADE 40 Min.G-60 r SEPARATION TO GLASS SCHEDULE - GALVANIZED.rASTCWD TO STUDS i ' 'I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (Pst) M6'' IW (2)16x1/2'TTX SCREWS ON I EXISTING FINISH 39 ) 2 INTERIOR&EXTERIOR rACE ! A5 APPLICABLE T H 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM. ! ASTM E-1996, SEPARATION 43c LENGTHr 1" I MIN.SEPARATION wwt 3..ALLOWED MOUNTING:'MS ON THIS SHEET. TO GLASS EXISTING G(AS5--t TO GLASS O• '''""'(sEE sGHEOULE) 4 � 1 1HRu 3 t^ 43 1/4n 0-2OX3n BOLT E ) a 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 3c 1" WITH{21 ARRANGED A METRICAL LAYOUT; I a USE 1 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" T INCLUDED AT�XTERIOR OR INTERIOR ACCESS SIDE OF 1.373 J�Oso' 1 3/4'K 5 1/4-A 0.035 THICK Mln.l EXISTING nhNSN OUT,CALV.STEEL TRAGI CI,/NN 3. APPLICABLE !I CENTERMATE. ASTM A-653 GRADE 40-Min.C-60 t WSVANIZED FASTENED TO STUDS I �� W/(2)16.1/2'TEK SCR Ews aN DiiER1OR&EXTERIOR FACE ; 0 6 D.C. a 6`o.c. r r 1/4'0--20 THREADS tt ## BLADE SLACK DETAIL WVF IS ALSO VAUD FOR 430 Z00 ELCO CONSTRUCTION 72 38 CENTERMATE 21 APPLICATION WITH BLADE 1Q PRODUCTS FA =LOK HD 43b. w*A-s s't 0'40 w r,fAax- ® 6"o.c. COMPONENTS Min.G-60 G-LV.STEEL r" ;! MS WA L HEADER/SIL INSTALLATO/�N IX155NG FINISH AS APPLICABLE SCALE: 3/6"= 1' METAL STUDS AT 16'O.C. Min Jf i(iYP•TOP&BOTTOM) {1- —— ""'— --/ 1 3/4'K 6 1/4-.0.035'DOCK(,Tin. 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HVEfi}YC FLORIDA BUILDING CODE(Non Nigh 'Velocity Hurricane Zone Al ,.n 0 (02017 EASTERN METAL SUPPLY.INC. 1) �}"� g20T7 DLTECO;INC. c�rast/�Z� BERTHA f TM 1. E C d INC. A.S , ;�► Accordion Shutter System • ■ ■ H.V.SUM#1.W/4R W/O H.V. WINDWW BLADE TILLIT TESTING & ENGINEERING COMPANY American $h y Iter Systems CV.Ni DESC kom DATE DRAM4 fir L.C. -0155 tLn.36th.St.St.305,MRGKK GA6NT15.EIAROA 331 Association, Inc. 1 OLD 15-065 7/27/17 DATE: 07/27/17 t - i Phone:(305}671 1530.Fox:(365}071-133s 4268 Westroads Drive 2 DRAWING No tv �` e- I:nnaoaa Lmm West Palm Beach, FL 33407 3 EB-0006719 4 17-107 r�yynp�� WALTER A run.tn P.E. PZ SERC FLORIDA Ua 1 44167 S SHEET JA . Ef DATE s 20 OF 20