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HomeMy WebLinkAboutNotice of Commencement (2) I I , E-LORIOA,0111PARTMOW OP Ism Profeisionalt 1 BCIS Home ,I.Log In i User Registration 'i, Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map Links Search 100%db Product Approval Ic' Hg USER:Public User Product Approval Menu>Product or Application Search>Application List.>Application Detail ! FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L7 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality.Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received I 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 12/31/2017 Validated By. John W.Knezevich,PE I] Validation Checklist-Hardcopy Received Certificate of Independence FL389: R8 COI HV ACCORDION CI NONHVHZ.pdf I 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 Sections from the Code i. r Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products -. FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc.. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A. Evaluation Reports Other:Large Missile Level'"D".Max span is 12'-7"for 35 psf FL389•R8 AE A.S.S A.'INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" 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 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S:A.'INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:.Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports i Other:Large missile level"D".Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent,Third Party:Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s,f.for metals stud mountings and 8'-0"for 110 p:s.f,for HV1 and HV1A working in unison.See sheets 7, 11 and 20 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 15-084 (top and bottom)for storm protection Limits of Use Installation'Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A..INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389:R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade land 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO,employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850:487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if.you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ECPxY -®-.., Credit Card: Safe 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 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. I� DESIGN WIND 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 WRIT A"DIRECTIONALITY FACTOR Kd=O.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE,CONDRKIN•ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL;'BE FIRST.REDUCED TO A.S.D.DESIGN WIND 1.11405 ILADESS]��A BY MULT,FLYINC THEM BY 0.6 IN ORDERTO COMPARE THESE W/MNL(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &2O. - - - - GENERAL NOTES SHEET I _ IN ORDER TO VERIFY THAT:COMPONENTS AND ANCHORS.ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED.FOR VERIFICATION OF FASTENERS.IN WOOD. 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 BU1DE&WINDOW DETAIL -HV BLADE(D ✓10214.01-03,10715.01-03.11004.01-05./1214.01-05,80317.02-06,10669.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: FN BLeD n E4ND W WINDOW BLADE - AND E-1995:STANDARDS(MISSILE LEVEL D.WIND ZONES-1,-2&3)&11220.01-10 AS_PER TAS 201._203&-203 PROTOCOLS LARGE MISSILE. ,(WHERE APPLICABLE), -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL,SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. W BLADE 0 AND W WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL.(IMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(W SCAElVS),USED AT BLADES-KNUCKLE'AND FOR DIRECT-MOUNT CONNECTION-TO TRACKS-SHALL-BE-114x2.75'AND 11411.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERIMATE .DETAILS W SHEEP B STAINLESS STEEL SCREW'S WITH 135.0 kei YIELD STRENGTH AND 180 EOE•TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HLF OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS W-- ___ -_ SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THOR HEAD. ENO CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS_SHALL BE ALUMINUM ASSOCV01ON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T8 ALLOY 6,30.0 lei AND 35.7 ksi FOR 6005-TS ALLOY. MAXIMUM.SPAN TABLES - SHEET 11 - ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS,TO BE STAINLESS STEEL.304OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50018 WITH 50 1sT MIN.YIELD STRENGTH AND 90 kcl MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 INA AND SL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k5l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOCD SHEET 16 W BLADE QI &Q WORKING IN.UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 16'779,562.COMPONENTS OF THIS"APPROVAL ARE COVERED.IN WHOLE CR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. .. - 9.IT SHALL 13E THE RESPDNM13U OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER.ANCHORAGE.CONTRACTOR TO SEAL/CAULK ��.3::FIV WINDOW BLADE _. ONLY Y ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND ND LOCKS. AREA 4. HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12 BERTH H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS'APPLIED T0. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SITE SPECIFIC PROJECT.I.6: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,&SED 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.VALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC.PROJECTS SENILE BE PREPARED BY A.FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE.PROIECT 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 TD THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. .. .. ENGINEER ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ... .. ... ... 111 ... ... ... .. .. FLORIDA BUILDING CODE(Non High Velocity..Nurricone Zona `\\`SAA , A 0 2015 EASTERN METAL SUPPLY.INC. . BERTHA HVTM 0-`tom_ A S S A Accordion Shutter System ■ ■ . . TLV.MADE#1 W/OR W/O TLV.W " NDON MADE v: //T - American Shutfer Systems "DESCA9'IIOK DA,t DRAWN'HOT:'ML �L•, *_ TIWT TESTING & ENGINEERING COIAPANY TE As ociafion Inc. ,, OLD 11-192 y13/Ts BAY-' a/T3/1s Al Or...' 6.559 KW.36TH.Sl.$la]O9,M6GaU(SNDEH6.:CORP]318 . Pnooe ,(605),971-1530.I .:(305)871-153, 4268 Wcstro6ds Drive 2 DRAWING No �'y�i5'Si•:. .•.��```� c--T Up.-O.W.- West Palm Beach. FL 33407 3 ,/ANAL'E% � `� WALTER LNiJr.RE 4 �5-�8� nth L 1,t1%% ROPoOA Lk.1 44167 5 SHEET P.E. SEAI.7SyWSE/GATE 6 1 OF 20 •. 3'.Mt1vt0011 MLLE VARIES - 1.491' - . 1.918' m r�(S 714,6•• o • Mac 1.?00• . 4'pb� 0454• .090,. ..`� 1t..) 4.37/ .. �•Sa• 4.385' V ter. 4.857' - __ 4.999• , `� OHV 90•/1$0' STARTER (�HV SOLID BLADE 3OHV'UNIVERSAL FLOATER a �.' . QUALIFIED FOR USE W/'" COVERED;UNDER US PATENT # 5458179 QUALIFIED FOR USE W/,HV BLADE ®HV DIRECT MOUNT HV BLADE QI. ' ' to HV.WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ©ON SHEET 19 -- _ - - _ BLADE l A737- 6063-16 o 6063-T6 ALLOY AND TEMPER _ _3.22¢__ 1.500' u ALLUY AND TEMPER •1Yq• 5 1 .08-.• .670 _ 3.556' n �TYP) - - .994'--__170_ - - .6/0" 2226• -gym - - - _ - _: - - - __- __ _ _ _ - 942'• --�. _ - - ----- • 000' 72 o - :\ n _,j� rb/9• __._J_ $,._IA75• .092" 'o>IIL L, l�O-o7z - o _ O7 HV AN. ADAPTER JLIP 4.4sa 's2o 3.226• �� OUALIFIED FOR=USE-W/ Hv - HV WALK-OVER TRACK- aHV' ADJ. FLOOR TRACK BLADE�' QUALIFIED FOR U E W/ HV O HV TRENCH-TRACK ss' 3.750' - 6063-T6 ALLOY AND TEMPER gLgpE ) QUALIFIED'FOR USE W/ IN OUALIFIED:FOR..USE W/ HV 6063-T6.ALLOY AWD TEMPER BLADE TT :ONLY.. HV RAINGUARD BLADE 1� - - 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER =� 3'ARIES _ a^, 1�,�SG' - BLADE T 9' 1.915 c VARIES 1.936• 6063-T6 ALLOY AND TEMPER Ma.• 1 -._.__ .. - .083 083• .0&3' _.083_ .09.3 _ -09]' oI .125' .060• n c o T.� - - 8 060 .060•.o n-1- 87.0OCA' 670 1 .093• 66_ 0 _ 09{'•m .T�'1111I 3.529• 7 '21 11 HV CEILING HEADER 1� HV HEADERISILL 13 HD CEILING HEADER/SILL 3s�9 Q�FlED FOR USE W/ HV BLADE(1)ONLY, QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADEC� 14 HD WALL HEADER/SILL (Y-_ 6065-16 ALLOYAND TEMPER SME SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE D ONLY. 6063-T6 ALLOY AND TEMPER x_ T COMPONENT A B T1 T2 Effl 2• :5'MAX. 1/8' i/8' I 16 2• 5'MAX. 0.192' 0.192' : 16 SIDE ANGLES - - -01961- QUALIFIED 20 CORNER POSTS QUALIFIED FOR USE W IN ALUMINUM ANGLES n 2.5' 7'MAX. 0:190• 0.190' / � � QUALIFIED FOR USE 1V/ HV BLADE(D QUALIFIED FOR USE W/ HV .BLADE(i� 6063-16 ALLOY AND.TEMPER BLADE(D ONLY. -• - ® 2• �5•MAX.`0:139' O.T3Y 6063-T6:ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '♦`♦♦H1 !4/)/ .. '.l9 2015 EASTERN METAL SUPPLY,INC:. ♦��a:Tui/r °'' BERTHA HVTM �. 7e Accordion Shutter System A .S.S.A. Kv.aADE#1 W/QR W/0 N.V.WINWW MADE * American Shutter Systems %l/ N•� = TILLIT TESTING & ENGINEERING COMPANY - y Ev.R oE5eaP1to4 DATE DRAWN 971 M.1_ �� Assoclatlon. Inc. ,' OI D'.11-192 4/13/15 DATE: 4/13/15 STATE OF [v` 63 5,,. 361k SL,Ste.303•NRG1thA OAROEN3,ILOPoOA 331 4268 Westroods Drive 2 Phone:(395)071-1530.r-:(305)671-1531 -.. DRAWING No '�� O' FCORtO .-mea:Ia1...0_'.m West Palm Beach, FL 33407. 3 5-085 ''�i'�.�5•,SON..���G\; WALTER A�LLIT1 Jr.RE 4 FLORIOA Uc.9 44167 5 SHEET P.E. S`Y 1%�1GtiM5'11RE/DATE 6 _ 2 or.20 .. .. .. _ 4.660' -'9 9'. 1/a'-20a1/2' 1 4"-20 DSC G$ 4.576' _- —^745' 2.293' --�34� SSY.S 0 RFimED Bous O EWRAKFD LWL7 1 4'-20 .29 745' - i_ 1FN]ED IE GtSf NO' M (2 TP.) "D'. EWWEL "1' _- _-_ dV(D]PAbYfED AA)D• I o c— - $ (� m csras 1uNN �l _ KNO6. I m cm�t n c __ - ••I T- 04, .062• _ c A7$: 0 1.325• - - 1., .319 �. BRASS CYl11DE7t Tb 0454 . `&'KEYS(OatoKE (06t0YE MTM) \(tq7 I ' —` � w _ PLATED) f11LLL.._ 21 HV CENTERMATE ,Gy,�� o, Soso �.3�s - HV -LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O& ONLY 'E�l V O _ C 6 3.643• -� 67;; UUALIFlEO-FUR USE W/_HV_ QUALIFIED TOR USE W/ HV 6063-T6 ALLOY AND TEMPER OUAA2T7IFF11ED FOR USE W/ HV BLADE 1 & ONLY �' - BLADE Q& ONLY. BLADE U& ONLY. 6063-T6 ALLOY AND rEMPER 2 HV CORNER CENTERMATE _ _ - - Ai wirD FOR USE W/ HV BLADEQ)ONLY '2� O.D. t6- --- -- - -- - - - - ---_- -2.974- _ 6063-Tfi ALLOY.AND_TEMPER PLASTIC HEAD o 518' 1.756'. . .922• '- - _ -_ -.. _ MOLDED TD- __ 4.045'_ - �-- SCREW ;mi 2079' 1.753" 11 :360'AFTER RivrnNc iDoo' 061 ` 9 'ro .0 5' n BEFORE RIVEZING 114"P -20 x 3 4 470--20 RI 4 r S.S.-THUMBSCREW VNUT* - �I- *Srs 9444 a:11raNUu(lou- ea13 ellor)LARGE FlnrrcE nay • '' m ml SNrET NUTSERT.PAirf f 0620,. AS MANUFACTURED BY AVUEL 82 1 I 2750• 2' F PLAN FRONT ELEVATION � HV MALE "T" LOCK CENTERMATE ¢s66---.- - CHOW TE7<TORN.PAR4rPD+r,F"aaiSEr U7U54 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED'FOR:USE W/ HV BLADE )ONLY HV FEMALE -"T LOCK CENTERMATE ® �ED LOCK ® HV ALTERNATIVE LOCK 6063-TG ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE.. HV' QUALIFIED (OR USE W/ HV BLADE 1@ONLY- QUALIFIED FOR USE LO HV'BLADE(1�ONLY W/HV BLADE ONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER T.9 7' _._ ` a-1.917 - 17 3.161*Z- 44'b D �THUMBTURN}}}ii} .4 CYONOER OR .063' . W2' _'mlKEY CYDNDER .21M1• `° .214' _ .545- 1ha.ois'u D. _ m n - o M.X. HDC R o0 OC OD HD CENTERMATE W/ LOCKING 0 `a O0 o QUALIFIED.FOR USE W/ HV BLADE 1 k A QUALIFIED FOR USE W/ HV BLADE L1. & iA a� HD CENTERMATE'S INSERT _B0`_ *L1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERVARIES 12-WN OUALIFIED-FOR USE W/ HV-BLADE _,1/4's-zo S5.'DIT S/e'a-16 6063-T6 ALLOY AANO TEMPER _ THUMBIURN KETAL THIIYtlICREWS - f1/2' CYLINDEREY CYLINDER . 1.78'Max. OR K LOCKING RODA /4.0 HD LOCK QUALIFIED FOR USE W/ HV BLADE Q 3�$"0-�6 ACETAL 37 H�/4" 0-20 AISI 304 BY.REGENT HARDWARE MORTISE LOCKS 5ERIES 2333 HOOK BOLT LOCK. .C� 6063-T6 ALLOY AND TEMPER THUMBSCREWS .FRIES S S THUMBSCREWS QUALIFIED FOR USE W/ HV SLADEQ& to �a/INSTALLATION WILL REQUIRE A 7/16'.HOLE QUALIFIED FOR USE W/ HV BLADE CT) FLORIDA BUILDING CODE(Non High Velocity .Hurricane Zone DRILLED AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED F 1LU lqr ry V BLADE., . .. 9 ,� .. - m 2015 EASTERN METAL SUPPLY.ANC. . ........... 1/��i - - - �Q�' �NOENse BERTHA HV1M A S S A■ H.VAccordion Shutter System 1 L. ECO N C. ■ ■ ■ .BADE$1 W/OR W/o FIV.%MNDOW BADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANYInc. Et'• o[sclaPnUN DATE DRAWN BY: W.L. Association, Ic , OLD t 1-192 a/w/1s �T: 4/13/15 /O'•. ,,�c�Q. �`� =5 Nx.lam.SL,ste.Jos.vRc9fA GA16M.nlMDA MIG( 4268 Westroods Drive 2- - � '--�L(•ftt+,"�{-yam-a Pnane:(305)971-1530.Fax:(305)b71-1;J1 _ _ - DRAWING No 'i F''••..... •'`_� e-.nev:u;-0-C'..- West Palm Beach. FL33407 3 %,,FSSSONA� �VV�`J WALTER A.Ttt11T1SHEET 9r.PF. 4 - ___— FLORIDA Uc.a 44167 P.E.,SEAL/SIGNATURE/DATE 6 3 OF..20 SHUTTER ASSEMBLY SCHEDULE FOR � HV Q. HV aA f(j�) 3/B"°!'" 12' ID LFYWPCE 9ers 3 — �runNDo HV BLADE 1 HV W BLADE 25' v .� .8 5- HVBLADE 1AI BLADE'S .1875•HV LONG RECESSED NYLON BUSHING I '� KNUCKLEP OPEn1N D6z5 0.067T (TYP)nHV SHORT RECESSED NYLON BUSHING R1.7HV NYLON HAT WASHER eRTiONHV WHEEL CARRIAGE AISI 302-303 SERIES I `� 4 p 40 n //s7.ez5o' X -6:870'x3/16'THICK NYLON WHEEL - - _ .•- I 3 . _- r "+iI12 7/ MIN. ; N(KNvCLEAR 0.1BB"6.AISI 302 SERIES S.S. RIVETS .I I 31'6 'SEPARATION ! P3. - - ' .. I BETWEEN __ .06zs'; 062s' ea75oo' ® HV 1 S/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR i 'Ii" o 'oPE14MG5 S I / ON ,3TERS' +E;T10N Y_T I �-'L - - © -- r471 ^ I - -- .7500" HV HV 7 3/4" ACCORDION PINW/ #6 HEAD L_.. i -- . z 1/4- 1 41 - ® POLYCARBONATE IMPACT RESISTANT HV WINDOW. .f I I BETWEEN TYPICAL HV WINDOW BLADE 1�A AND I ® =I I I 3 F- - POLYCARBONATE HV.WINDOW DETAIL 0 O ® -® or ` r N,I.S. (( REQUIRE EATS) I 0OR ® j i I 1 LPO YCARBQN_PTl IMPACT RFSISTANT HV WINDOW I � BAYER MAKROLON 3103 POLYCARBONATE RESINS, LN-STABILIZED GRADE OR SABIC I TO BLADE BC EA uE INNOVATIVE PLASTIC LEXAN 103 RESIN * I Y (SEE NOTE "F",;ON. SHEET 19). I O OR ® s (1) HV PIN ® SHALL ALWAYSBE USED A( ALL EXTERIOR ® I n� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR j POLYCARBONATE.SOURCES FOR 44 EXTERIOR v,,� , HV @ BLADE. TYPICAL SHUTTER ASSEMBLY „� n _ N.T.S. ... IHV PIN 12 OR 4. A-r (2) IIV PIN ® MAY BE USED IN LIEU OF 0 AND, ONLY AT ExT TOR BLADE'S KNUCKLE. I P15irEL: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FIV0 9032+' �� (SEE:NOTE # FOR 11 s mcr Amw Asn W92 awem/a am mf.; BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 REQUIREMENTS) .. .DB�r" o I TDIS9E rE10 S1IRNCIM AS1Y Dere 9.400 R.I. 9300 D.aL � avxuDAL l Al YIELD As'D D790 12500 P.I. J (3) HV PIN © OR 43 W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 5 ° } I�' AODM c9 vii i I( rIDDRVI IIOOIIIB ASTM D7Po 3{4000 PY Sl5.000 Pal. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �B�pr� �eCC MDTDMED aoD. ASIA Dz:,D : lA R-n,!' n n-o! SHEET WHEEL CARRIAGE DETAIL :�D"" ISIM DW8 "'_ ..5 s WAXM.T.s. ASSEMBLY LAYOUT RATE Di 90WYW AsT Dr33 c-L aA55 c-I a N.I.S. SELF f01II10f1 Asw Dim I9+0 T 980T WFA41F@ffi: ASTM x135 TDAIIE SITIMM1 h"TDL WrAn M W A"M 9RN P� LL910 pal. (1) HV BLADE SOLID & �Al HV_ WINDOW BLADE DETAILS Tri °` RU➢GR4 N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone .0 2015 EASTERN META.SUPPLY.INC. p� ........C���.,, .. r ; BERTHA HVTM �10EN '' /TwEA S A Accordion Shutter System C O I N C. . . H.V.FVBLADE#1 W/OR W/O H.V.FVWINDOW BLADE 4/ Amerlccn Shutter Systems Y REV.fk IxscxlPnaK DATE..01uwM m_.Ml a. TIIlIT TESTING k ENGINEERING COMPANY * Association. Inc. 1 OLD 11-192 /13/IS DATE :4/13/15 ATE pF D]31 No.36N.Si.M&JUS.V3tOD%A rJ9rJFM.FLORIDA JSIB S�• Phone (305)871-1530.Fox:(305)871-1531 47.68 Westroads Drive z DRAWINC No -1 fifte£oOODl.com West Palm Beach, FL 33407. 3 Wk T noTIU-0 J,P.E. 4 15-085 P.e. �pls�l/r5161 �URE/DATE FLORIDA p easel s SHEET 6 4 OF-20 m �• *NOTES_ON HV LOCKS AND CENTERMATES: A B fc 0 • Y N 5 T U DR ' 1. MAN0.ATDRf CONDITION�J1:ONE HV LOCK�or @ SHALL BE USED AT 1/2 OF.SHIRTER SPAN FOR ANY SPAN 5. �• �� OR 12'ABOVE OR 6 OW /2,OF SHUTTER SPAN FOR SPANS UP TO 105',ANDFOR INSTALL_TIONS AT ANY ELEVATION. HV LOCK(2 Or 45 MAY BE USED AS AN INSIDE OR-OUTSIDE LOCK,ATTACHED TO q1 OR CENTERMATES W/(2) 1/4'0-20 x 1/2•LONG FLAT HD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ATIEA ON. i �a\/^w • 2 OPTIONM IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS(V-;. 9 OR.qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR Q SHALL BE-AS.INDICATED ON NOTE (1)ABOVE. _ It LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. LOB- 3 OPTIONAL CONDITION N 118 ONLY WHEN MAND TORY CONDOWN 1 OR LIMITED MANDATORY CONOfIfON - --- _ _ x - _ G -_ _ •o � �!��- ��� 2 IS USm W/iW0 H.V. KS)i LOCKING RODS�1 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ((SS II- rOPf J'"`V_J"'®� - - - �y -- --BE USED IF DESIRED-TO.ENHANCE-SHUTTER PERFOT2MAtNCE. LOCKING-i200S-� OR,AN ALTERNATIVE DEVICE MAY ALSO-BE USED AT STACKING POSITION (NON HURRICANE POSITION). - - -- - 4.MANOAIT]RY CONDITION J2:ONE HV LOCK 22 @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK . or O5 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO CORNER CENTERVATE W/(2) 1/4 0-20'x 1/2•LONG.FLAT HEAD S.S.M.S.TWO LOCKING.RODS -AT=TOP-&-BO OM SHALL BE-USED.-LOCATION OF LOCK SHALL DE AS INDICATED ON TYPICAL-SHUTTER ELEVATION._ L�b i MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. .o is3glS _ _ 5.FIRST ALTEgNATIE m mANpATDgy CONDITION#I yAup oNLY Fog w i ocK g6 wl gYuuFrRtcAL cenEwAnEs _. SgS�S - 33 pDRg�Q�� ONE ALTERNATE HV LOCK 29 MAY BE:USED IN LIEU OF HV LOCK or: FOR ANY..SPAN AND O - G4 Y� INSFMIA_ NS AT ANY ELEVATION.ALTERNATE LOCK_@ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4-S.S.THUMBSCREW TO @1 OR 0 CENTERMATES SHALL BE MADE 1V/-1/4.0-2Ox3/4•ALUM. VjFC�N� -yv uMYO $ RNNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHLMER'SPAN. 6, MANDMRY CONDRION-fA FOR KEYSTONE MOLtunNG INSTALLATIONS: ONE FN LOCK 0 or I&or®SHALL BE USED AT 1/2:OF SHUTTER SPAN FOR ANY SPAN OR 12"A OVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP LLTO 98',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or•10 MAY BE USED AS AN INSIDE OR - OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4-20 x t/2"LONG FLAT HEAD S.S. SEE END _ - _ M.S. LOCATION OF LOCK SFNLL,BE,AS,INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CONNECTION _ - OR:(5 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON o f C N I J K l: Y P D Y W x SHEETS - - , 18 TYP. FULLIi 11 *NOTES.ON .HV "T" LOCKS AND CENTERMATES: HEIGMIi. OF CORNER 1 CONDITION . ...ONLY FOR HV .. .. I wamm NmN CENTERMATE �ONE'ALTERNATE�HV •T'LOCK MAY BE INSTALLED IN LIEU OF FN LACKS'Z�OR,Q$FOR ANY SPAN AND (f. o1g°P)•07 -(�) +10 ,ry �� I STALLATION AT ANY ELEVATION: AL TE LOCK 0,MAY BE USED AS AN INSIDE OR CUTSIDE LOCK.ATTACHMENT 1.5+ L�,-J'� \J LJ OF LOCK 0 INCLUDES USING'REINFORCING LOCKER 1�7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 1D, "lJ•�Q 1� 1J an ------- CONNECTED TO CENTERMATES 0 AND®W/ 1/4'0-20 x 1 1/2'LONG S.S..THREADED BOLT Wf 7/8b x'3/32' CJO• �`O• WWGNUT OR W D4•BEL WTMIDSPAN. USE TWO LOCKING RODS.LOCK MAY BE INSTALLED AT MIDSTORY. NOR 12- 6 7 aR 6 7 1 °f1 MAXIMUM �TOP AND ITOTOM IS MANDATORY. �J• I�j�t 9J p"1�1 et•�s«fit 3,-6 y •NOTES 2N PD LOCKS & CE[�TERMATES: 1. ONE ALTERNATE HD LOCK(3� MAYBE USED IN LIEU Of TYPICAL (f) HV BLADE SHUTTER ELEVATION HV LOCKS OR W TOR ANY SPAN AND INSTAUATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�To 0 IS W/3 18 x 3/8'F.H.SS.M.S.,AND INCLUDES REINFORCEMENTINSERT @ AS SHOWN ON SECTIONS HD8-HVB AND MDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12•MAXIMUM BELOW OR ABOVE MIDSPAN• USE OF LOCKING RODS(�)IS COMPLETELY OPTIONAL- LOR DA BUILDING COD ( on High Velocity Hurricane one A.TI���., � �� � ®2015 EASTERN METAL SUPPLY, INC: BERTHA MVTM !L ECO IMC. A.S.S.A■ Accordion Shutter System H.v:MADE#t w/CR w/o RV. wtraoW BLADE American Shutter Systems REV.M :.DESCRIPTION DATEDRAWN BY: ML TIWT TESTING & ENGINEERING COMPANY = STATE OF -'o_- c cies N.w.7Bu st,;a.30s.wcvu GARDENS.r1aRnA 331AssOCIOtTOD, Inc. t OLD i t-192 4/13/15 aate 4/13/15 'Phe:(305)8»-1530.Fax:(305)871-1x31 4268 Westroods Drive 2' DRAWING No < i®DK�ceS000 Isom West Palm Beach, FL 33407 5 5-085. �, WALTER A TILUT Jr.P.E. J41 a4A rLOROA Uc.TI 44167 5 SHEET P.E. SFJIL/�Si�'N?��URE/DATE 6 5 OF 20 ... -- r--CONCRETE:ANCHORS POURED CONCRETE POURED SEE SCHEDULE ON OR CONCRETE.BLOCK POURED: CONCRETE- (" REQUIRE 1/4.0-20x3/4'S.S. CONCRETE REQUIRED' SHEET 13) CONCRETE ANCHORS :/-,NE SCREIYS REOUIRED - - rOR (SEE SCIIEULE ON W/1/4'-20 CONCRETE ANCHORS r 17 18 ®G.75fOn'E(;IE MOUAINOOON SKEET n SHEET 13) NUTS A 12'D.C. (SEE SCHEDULE ON SHEET X13) 1• 1.. 2 OR 14 Min. /._1/4'0-20x3/4 S.S. Min.. --' EQ EQ--+ MACI4INE SCREWS - EO ^E .. - - USING 1/4'-20 NUIS 2' r- I e'i2•o.c. E.0.4 /2 .250'M... I __ _ 11� ��p 13 oR 5 --13 oR 15 W( 150' D .250-Max. 0/-r 1 1 I Max. OPTIONAL i i �PTIONAL I---I __ - -- _ - -..c_ _1,-- _ _ _._-- --- - _-- _ - --- MIN._SEPARATION-TSH ,S - - - - �"tamed --�1 jOR 1�♦ - I - 1 - ^ E%ImNG�-=(SEE SCHEDULE ON sHEEr DOSTING --lJ- GLASS '- i eMtesp)a Q� I MIN.SEPARATION 70 GLASS GLSS— - _ L MsEE SCHEDULE ON SHEET 11) - - 1'-_- �_• EXISTING I 1 i GU1SS-. --- _ _ __ _ _, _.0 HV WALL HEADER'INSTALLATION ® HV WALL HEADER INSTALLATION "HV' WALL HEADER INSTp_LLATION + KEYSTONE EXImNG I _ ..-�_ ( SSEPARLE ON MW.SEPARATION f0 GLASS rl� GIACS•--� KK gya �"�♦ i .. -I" I 1 FXImNC 5'.F SHEEi I Q '1 iC AAs(sO: IAN.SEPARATION TU GV55 . so¢nAE W 9EET _' I�i I' i(SEE SCHEDULE ON SHEET 1i) I CLASS 11 WR DARE'J)A•D rF I � O7 467 19 FM {{ryq�I LNy7 I ✓ OPTIONAL i i ovusX C4 fH I" T:XImNc CLASS:-� I 1/4' M71� EO Ox. 1p �t ;14 -I E IT ohlroruu L 1 —13 o f 15 112* EO- a/ --r-F_F/,�4 13 on Q I ..1. --- 12 OR 14 -_ I I_ __1/4'0-20x3/4-S.S. II Mia PHILLIPS TRUSS HEAD 1 L 1/4-0-20x3/4•S.S. PIIILLIPS E t I MACHINE SCREWS USING �___ 1 CONCRETE"ANCHORS TRUSS HEAD MACHINE SCREWS -L - CONCRETE ANCHORS I 1-I 1/4,-=20.HUTS® 12-O.C. -(SEE SCHEDULE ON' W/1/4'-20 NUTS O 12!O.C. (SEE SCHEDULE ON SHEET 13) '. ^Min. POURED CONCRETES SHEET 13) POURS CONCRETE OR CONCRE K TE BLOCK 'OH CONCRETE BLOC - TEE ANCHORS REQUIRED WALL REQUIRED C5) HV WALL SILL INSTALLATION 1/ (SEE SCHEDULE ON HV:WALL SILL INSTALLATION POURS CONCRETE_., SHEET 14) OR CONCRETE BLOCK WALL REQUIRED C� HV WALL SILL INSTALLATION H SIN^nDN DE S° INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPIGIL: TTER 4 E. b. =-EDGE DISTANCE ASSEMBLY ♦ SEE UNI)ON S EE USE FpH n H V: B LA D E 2- MOUNTING SCCHONS CPN BE COMBINE (SEE`SPECIFICATIONS ON SHEET 13) BLADE lA ON SHEEP 19 IN ANY WAY TO SUR ANY"INSTAW+710N, .' -.. FLORIDA BUILDING.CODE(Non High VeIDcity..Hurricane.Zone /� 9 ; ..'O 2015 EASTERN MErAL SUPPLY. INC. P` r� , BERTHA HVTM Accordion.Shutter System _ I L. E C O INC. A�S.S.A. KV.ftXE f/1 w/OR w/o.Kv wIwow eLanE *i !� / *_ American Shufti3r Systems N UESCRIMCN DATE' 'DRAWN[N: M.L $Ai�F ,'rte a TILLIT TESTING & ENGINEERING COMPANY A0s06IOtIon. Inc. : 1- /13/15 -OLD 11-192 4/13/15:netE: 4" 9•, :'�= x.., N. 3G R sL.st.3o5,vnGm GArwais;no9riA JJ1 4268 We'troacJs Drive z Ph.-:(305)871-1530.Fax:(305)871-1531 � DRAWING No '4���FS •.; G\ \p -lnaa:tilccaouot.caa West Palm Beach, FL 33407. 3 15-085 WALTER A LLTT Jr.P.E. 4 ��RTiT u11114 rLORDALc. 44167 5 SHEET P.E..SFAL!' t NATIJRE/DALE s .. 6. OF 20 POURED CONCRETE ANCHORS I 'tea sr�aATXTR I I 10 OR g* ' 1 i ro a1e' CONCRETE (SEE SCHEDULE ON SHEET 13) 1 TO OAA(UE 1 11 DUSTING ' T vxDLLE 01 51421 GVSS—i 'S i(SEE SO REQUIRED _7__... EDGE OF -'11 FOR DUDE(D" 1 NN.a5'A9411a1 3 7 _ ON 942T 199 r E.D. -- APP�UCABLE DUSTING zAD6cax� \ ONl- 9 GLASS I 1 7 I = II l _ I ALIIRNATE , , EIOSTING /1 F. I ANCHOR I I 1GUS F7/1' 1✓ iLOCATIONON i i ... i i 1 1 1 1 $ I 810.1/F'HEX WASHER HEAD 11 11 OR 3 OR 15 3/a NM.. TISK SCREVTS 0 I V o.c. i EDGE OF c 1 3/8 NM� CONCRETE ANCHORS 8 LOCATION IF .E I (SEE SCHEDULE ON SHEET 13) E API EDGY OF EXISTING 1 EDGE or--./ 111 _ _ __ _ SLAB IF _ / MLZ V _ APPLICABLE GLASS--+ SLAB IF 1 1/2 -1 LOGE OF 1 APPUGME E.O: E.O. -) • SLAB ff POURED 4` POOREDJ . tm APPLICABLE F FLAT FAD co"cRErE ANCHORS ON%m- / CONCRETE ( 0' CONCRETE (SEE SCHEDULE ON SHEET 14) SDtW119A�� _ . I, - POURED-/ _ _ _ - _ ._ __ ___REQUIRED T HEAD CONCRETE ANCHORS. _ REQUIRED 1 1AR R MADE 4) 1 OR CONCRETE _ .._ _ I BAsscDAp REWIRED --E.o . .. .. -- E.04— (SIE SCHEDULE ON SHEET ,4) 11 .TRENCH INSTALLATION - VAUD ONLY FOR UP TO 4-70. -75 PSF A.S.D. -- 11)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER _ CF HV FLOOR INSTALLATION t SCNEDUL.E g3, SHEET 11 (G) HV CEILING INSTALLATION f9 SMHG 1IN ; - .Rr wlmN CONCRETE ANCHORS -___._...._ _.- - i NN�ww1m1 O - _ (SEE SCHE7ri1LE ON-7 ola�v 1q I I SHEET 15 1/4-0 11w&ILOEX TAPXN W/ 1 XM), - - DLISTIMG �_- EXISTING- -{ stpvtNON ry arts F705TING 1 ) _ I ___� TECHNCl04�Y a•0 fOWTAS I. MAX. GLASS--i r•L�S IIS SDaDIM1E ON 3QT IN I --O GAS—I - - FASTFIfR±TAPPD7�:,VK]RFiS.w/ . s'ruurmrl m 1 3/4'MN.DAMAI NT O V 1 1 'i!g soen4E d 0 R ' O.0 FUR UP TO 6'-W SPIN•YID 111 D i i 11 1 1 / I III 1 4'O.C.FCR SFM6 EMCIR T" 1.1 I 1 �0 - SEAIANT AAT EVaW FA57F7•E IFADT(TIP.)(�NOTE tt oN 9¢ 1,TUIaGTIGRS3810x4HEX E. _ __.. .._.-_ VA7(. ___ 15i I s T ER11E/ID _ Do- #14.3/4- oER.SEALANT- i 7EK SCWS i - 14x3 4- HEX HEAD 1 B• / - 0 1 Y U.C.O ® i, rl� t B / �_! 1p•.-20x3/4-SS1F.K SCREW'0 9'O.C. 14x3/4'5.0.5. _ ___V i i i -USNC 1/4.6-20 NUiS OR1/4'0-20 5.5. MS. CONCRETE ANCHORS 1 _ _ 6 1O J _�O 9'O.C. __ 1( 1. ~ W/NUT 0 9'D.C. (SFE.SCHEDULE ON _- 7 - /' O 17 Or _ T.�?1a_.___ SHEET 14) I \_DOSTMG NON S17RUCTURAL 17 oR 18 1/2• _._ 1-._ 17 18 �' 2.00 NLN.M1 WALL MW(DECORATIVE 1 EDGE of { •.1:•- E.O. sLne 1F \ !,4x3/4'r.H.S.D.S. I ' uIN. Po�m�E 1-1 7/5'�� 1 7/8- 1 Pf'PUCFBLE l�' __CONCRETE M7CHOR5 \- :. 0 9�O.C. - _REC0rtt07 1 SEE NOTE 13(b) \SEE NOTE 1S (b) / E.D POURED CONCRETE- (SEE SCHEDULE ON ON SHEET IPOURED CONCRETE ON SP.FF! I 'C L D. ---- - - OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK •• .•• -+ REQUIRED REQUIREDOMNAAGNM KEYSTONE MOUNTING INSTALLATION OPROPOURED I4AL� ` ASD.DESIGN PRESSURE:164,-72 P,T CONCRETE- \.J HV WALL FLOOR INSTALLATION (L� HV WALL WALK=OVER INSTALLATION RCOUIRED NAzaRu14 SIRITTBi:PMI 6'-0' (j HV RAINGUARD INSTALLATION t Ham HOT FOR COMBINATION OF SECTIONS: • t THISINSTALLATION WH1EN PERFORMEO E. D � EDGE DISTANCE 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO API OPERABLE EX R SFE[IMITATIONS OF USE FOR . OR ENTRANCE BLADE to ON SHEET 19 INSTALLATION DETAILS W/ I HV BLADE ASSEMBLY 114 ANY WAY TUIVUNGO SECTIONS ANYIiNSTAunnoNNB1NED FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.-fit��l/�j� C0.2015 EASTERN METAL SUPPLY,:INC. BERTHA HVTM NSF ',�� Accordion Shutter System �T LTE C U 1■c. A■S■SA■ KV. MAX#1 W/OR W/0 KV.NINDOW ELAIX �f➢6�/i!' *c American Shutter Systems REV.NJ DESCRIPTION DATE DRAWN BE: N.L -o'• STATE OF :�` TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I .OLD 11-192 4/13/15 DATE: : 4/13/15 wn N.w.3bM.St,M..305,VR AGARDENS.KOREA 331 4268 Westro0ds Drive z :(305)871-1530.Fax:(305)571-1531 DRAWING No %�'o�� P v,.•�� `� o--A:tilt-0-1.wm West Palm Beacn• FL 33407 -1 15-085 EB-OW6719 4 'AigSSION A�.C SO`` WALTER A TILLR 3,.P.E. FLORIDA U.. p 44167 5 SHEET P.E..S "9I9HNAtfURE/DAIE 6 7 OF 20 C ( O SEE NOTES ON LOCKING RODS 3O.HV LOCKS Q or 20 oUT 90• IN . r INSTALLATIONS W:/ 1 HV aE1LRNATE LacK®DN SfEET s EXISTING GLASS **BLADE SLACK DETAIL INF IS VAUD FOR ALL BLADE W/ HV-.CENTERMATES cETREIIMArEs Apfuwm WITH.TIcEo w®w©• 7O°"`/" t0'Q°R OR SEE.END WALL. CONN9QTION 10•�w©�®�Q•Q w Ex1sliNc cuss DETAILS ON SHEETS10 & 18 2'�2".1/e'.0'-2• - 1 ®•®w O�-Qw19.OS _ 3 1/4• 7- 6 1/2- _ 7" (6003-T0 ALLOY)ALUM. — OPPOSING - SYMMETRYCA ANGLE W/(2) 1/4•0 TAPCON 1/z" w©• ANCHORS TO CONCRETE I- CENTERMATES CENTERMATES (TOP/001704) .. 810.3/4'S.M.S.O 12' MIN.SEPARATION I (4)810.1/2"S.M.S.10 ruBE D.C.FULL LENcuT.. _ W/ HV LOCK or Wf HV LOC.K or To CHER IN EE SCHEDULE AT EACH-ANGLF_(IYP) - - - (ON-SH ELT 11) -- 5 L._ �— m 1 I-- w®m©•Ow®wID •03.01 ® O .. � V o'�J __ L� ® � ®* :HVC HVA HV.B ©w®w©'O�®oa lO'Q« -.POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL ©;� 70 ©w©•OO •�I 10.05 aA©�®w©.©w REOU ED EX NG Q-' SYMMETRICAL * f I N 6 7 w 6. • 7 M1N•_SEPARATION L �'�'� rcLass $ •®�O,Oa� J�IX S IONAL �,� CENTERMATES* 6 (SEE SCHEDULE EX 5 JL `!J WL-HV -C S 11 (II'TNTFSiIOR) @) ®°R O'®aR 1�.@ ON SHEET 11) _{ MIN.O SEP ',n TGLA55 AL �� I (SEE SCHEDULE\ I N oPrloNu ON SHEET 11) .(INTERIOR) _ _ - —_--- . ______-. . I --. OUT,) '-_ `-CONCRLIE /�j 116'O.C. 1 1� 0. 0. 1 * .Q VARIES I -03 OUT —.. _ 6 1/2"MAX. SLACK ----- - OUT ---�T5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ```144111^111 T�pbp AA P,2015 EASTERN METAL SUPPLY,_INC. ,,.11��E�.,•..<</r�;% BERTHA HVTwr I L E:C F7. V A■S■S.A. Accordion Shutter System H.V.aAIX#1 W/OR W/o H.V.WINDOW MADE TIWT TESTING k ENGINEERING COMPANY American Shutter Systems qEV.W DESCRIPTION GATE DRAWN'BY: • s:,y n.W.3cln.St.sta 705.vmaxA'cumaa,.nvRaA 7X1 ASsOClotion. Inc. 1 OLD 11-192 4/13/15!SH 4/.13/15 o'• STAOF 4268 Westroads Drive 2 pt—:(305)871-1530.Fa..:(705)571-1531 WING No p:• 0RIO'- \��`` a-: ti �19 West Palm Beach, FL 33407 ; 5—C+85 ,A�AAFSS�Opp�....��6111� WnnORoa 7rJJT Jr.Uc P 44167 5 EET P.E. 9rC!)L/f�►SiTCTnE/DATE ,, 6 8 OF 20 ALTERNATE INSTALLATION -W/HV 'IT" LOCK. 0 HV MALE FEMALE ..".T"..LOC 'S CENTERMATES 8 9 & LOCKERS 1 V BLADE SEE M CONNECnoN DETAIIS ON SHEETS 10 & 19 INSTALLATION In HV BLADE ��°� St : .� OU1T � IN- l ELIDE SLACK Dg"-_N8,wmrwTro ov STW/. HD.CENTERMATES 1FEf e. AS WELL AS tMENS1L FLOAfMO BUME®DETATL MIU-NVD. ,w 6 )a 8^°I INDICATED ON MIS SHM.YAY @:USaI WTN TICS ATM - ®�® O O �.O'®'� - -- - - - - SEE END WALL CONNECTION__ .. la'®"N®•�©•®a INlTN1AT10N DEfAA INCA' I IN TMC N�0'FT. DETAILS'ON'SHEETS-f0_h_18 ©'ON (coal(-�)m ALL" 3, ,.W ' --- -- ---- _ (•111aV2-sus m,uod hDs/c ML o Is. - � AT rAC11 AHnE._ptP)I oc rwl.u>aar. s I N (,)H.V. I N (,)N.v. _ IAN.iwATnN 30 HV "T". PINS(rYP.j--- 2 5/• Iwus(TVP.j1 ° as somu ! E $ �} 3 — LOCK (INSIDE) i is $ "Ne LOUT31 oR 32 33 31 oa 32 31 oR 31-4421 35— 2 -.1/4" 0-20 x 1 1/2" S.S.M.S. 4 © 39' OUT HDC—HVC *$CE NOTE 6 raft HV LOGN® W/ 7/8"6 x 3/32" WINGNUT. � (aP1a1Ta>HDB—HVB r LOCK,ON SHEET s: # SYMMETRICAL HD'CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL-HD CENTERM_I�TES .. y(�p LOCK (IyT RIOR HUG* Wf Q! LOCK (EXTERIOR .t SaCCS 9—AW WNU I 2020-T3 ALLOY)LARGE FLANGE THIN SHFET NUISM.PARI 10MO. 1 a a®°•®'�•©�®a C IAANUFALRIRED W AVOFL CIMM ExM TORN.PANSSPCN/,NEW JERSEY 070M ©.O N©a©•O•®a 070OR EQUAL AD \ (1] _.Q— **II°vpG1L{TGIWG SMF®Drw N_ro-N.O 5 . VNlI IPF Nt C(NIaAM1tS APAIGTq M-N H IEO 0-1 HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone f h ®2015 EASTERN META 5_UPPLY,INC: BERTHA HVTM -� Accordion Shutter System -s i L E C O INC. A.S.S.A. KV.9.ADE#1 W/OR W/O FLK WINDOW BLADE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY v. . a[S11-19 GATE DAIE.N'Fm: 3/ o TATE OF :¢ A9SOCIati011, Inc. f OLD 11-192 4/13/15 DAZE 4%13/15 �'• SI..71 105.V.Fax;(305 S.RDftM 531 . /�1�_'.••.C'- Pnonc:(3os)en-Ts3o.va..:(3os)e71-7531 4268 WestroaGs Drive 2 DRAWING.No T:mf�ooaa.�," West Palm Beach, FL 33407 3 ONAIE �``.�` :Ee-000en9 15-085.. WALTER A TIL(n Jr.P.E. .: r.LOROA Lie.8 44147 5 SHEET P.E. SEI1S f�`I�NATURE/DATE 6 9 OF 20 - POUR CONCRETE u ETE --POURID CONCRETE OR �POURED CONCRETE - OR CONCRETE OR CONCCRETE / CONCRETE BLOCK WALL / CONCRETE 13LOCK WALL REQUIRED --- BLOCK INA REWIRED REWIRED BLOCK WALL REQUIRED / �EXtSnNG CLASS EXISTING GLASS CONCRETE ANCHOR pOS�G CSS -r7 2.• IN - EXISTING GLASS © 16•D.C. - 1_ .� r:' -- , _ . aaia.sTrA{wnoN - -2'MIN.'-. _ TO QASS(SEE I MN.-SEPARATION T 1 MJL%3MRARON I SCHEDULE ON SHEET TD MASS EO 1 EO - 1D MASS(SFE 11 FOR BADE(DAND To—(SEE I I 5SCI-EDUE ON 6ETAAE ON SFYET 1/16'x3•MA%.' ON ST4fT 19 FCR _ 11 FOR BAOE R 1 ANO I SCHEDULE ON`SHEET 11 FOR BADE pnw (6063=76)CONT. BA 04® ... oN SHEFT 19 FOR 1/z• _ 11�OAND FOR ON SHEETS( 19 FOR ALUM.CLOSER F. O& t—� B/DFS O&Qt� (LOCATE AT - BLADES ® PLATE.UM (CLOSER rmIER SDE AT EITHER SIDE M. �— oF s0) �O) - - ON 1/2• I �•USE 1'OR 2�NNC. I �10z1/2 S.M.S.✓ I ___—_T� (AS APPLICABLE)x2'xt/8'x0-2• ®10x1/2•S.M,S. - _—____� T 6 16.O.C. _—_—_ - ALUMINUM CUP ANOLE 16.D.C. ! _ _ - - (60fi3'�0 AL .AT MS TO 4E h ._ _-._ _.•._ ._ _ __ -. _4 - - 1 x _S 4 (2)1/4"o TAPCONS ANCHORS I WALL AT r-O.c:,(LOCATE aT (S lJ SEE DETAIL X FOR OR ®�- OTHER SIDE OF Q) I OR �l SIDE CONNECTION OR ®, SEE DETAIL x FOR (OR To.TRACKS 1 SIDE CONNECTION - ®",©•Oj ae 80 •®'. _ SFF.DETAIL%f ®-.} m®®©•O7°'.© 10_•-®"_ m a 6 7 m 8• .IO•®" TO TRACKS ��©'�Q'®-10.®a _-_-___ 10• SLUE CONNECTK)N I - 10• /f ,fes I 6 o.®m©•��•©« TO TRACKS I! 10•®�®•�®•©m ..®m©•�©•©°.' L 10�®'©•`LH_®•®� l-O O ©°AO O ®' `©•Oj •©a•©•Oj •®m END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q W REQUIRED ONLY FOR SPANS GREATER THAN.12--0- POURED CONCRETE OR - --- - -�IXISIINC GLASS CONCREBLOCK WALL EXI� S REQUIRED GLASS - - -------------- WIN.SEPARATION 1 1/2"S.M. f TO GASS(S11 I'm SEPARATION D 6 OR®OR@OR SEE I ET3AOE 01WD CONC ETE 1/7e MIN, TSO®DLE ON0 QASS; SIERT ON SHFFT 19 BASO19 FOR ANCHOR® 11 FOR MADE �. ____ OR1 OR� OR i CONL'HL1E Q� 12.O.C. ON SHEET 19 FOR ANCHOR) BADLS O&® �----- _ OR� 16, _ - I I LSCS ,jz MIN.--- u 4 _1 _-._..— � _1L•MIN. _NOR `©OR®OR(qOR 2•IdIN. Y iN. • SEE 11NRATlONS OF USE FOR ����T�/ITIM 1A ON SHEET19 OR 3OR�OR�OR� Llx-e5 10 PLAN O OR m®m 6• 7 m 6 to• DETAIL X POURED E BLOC ,DEND INSTALLATION FE OR �m 6 J 8 f0• ""---- O O' , cONcr.ETE BLOCK PALL ®"©'®'©'©' REQUIRED \ '°m®�©•��•©m '�©•O•®m©•O•®aM HV BLADE O ..RHV WINDOW. BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. ©•®�.�•�O-®� �.®m®.®ate:® END CONNECTION DETAIL 50 0-G"O END CONNECTION DETAIL© m®® FLORIDA BUILDING CODE(Non Nigh Velocity.Hurricane. Zone A.TI(i '�''�.. EASTERN TERN METAL SUPPLY,Inc. . � EN BERTHA BERTHA HV7M L E C A N Accordion Shutter System A.SS.A. KV.MADE#11"W/OR W/o KV. WINDOW RADE American Shutter Systems ZEV.No DES01"ON DATE DRAwm er: wt- • TILUT TESTING & ENGINEERING COMPANY STATE OF r 6555 N.W.]6M.Sl.Ste.355.VRCr A GWDr1/5.rlrxml 731 Association, Inc. 1. .OLD 11-192 4/13/15 DATE .4/13/15 �••• Ptana:(305)871-1530.Fax:(305)871-1571 4268 Westroods Drive 2 DRAWING No F•.; OR1D a-,Loa:bll-4wv— West Palm Beach. FL 33407 3 r /ONAI���O"'� WALTER AOnC0118HIOr.P.E 4 1 S-OI3S r FIM11K'Lie.#44167 5 $I'IEET P.E. 41i"r9kAGRE/DATE 6 tG OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN' -L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-"'(ft.) FOR R "L-" (ft.) INSTALLATIONS� INSTALLATION LEGEND NOTES* CEWTERMATES,@ & ®or or INSTALLATIONS W/ �1SL 11130 CONCRETE & WOOD (t) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V..LOCK. ® Or ®Of Or & &�W/ ONE HV LOCKS MANSORY. POSITIVE A.S.D. DESIGN PRESSURE.RATING. HD LOCK 1V/ NO LOCKING RODS or ONE HV LOCK or or® L-: MAX.ALLOWA13LE SPAN FORA GIVEN NEGATIVE CENTERMATES ® &®W/,ONE HV.T• W/ NO LOCKING RODS R W/ NO LOCKING WALL A, B, C, D, E, M, N, , P, O, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt)® MOUNTING F. K & L R. S, & V. (VALID FOR.MOUNTING Q (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTEStt /� SHEET 7), fT.00R/CEILING G. H. 1, 11, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: V CONCRETE&,WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING M�xwlumCONCRETE &�`'M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, A9U�DFS- - &S 00 O. n1t n tip DCS6 INSTALLATIONS DETERMINE MAXIMUM SPAN 1F'FROM SCHEDULE PRESSURE WALL MOUNTING FLOOR/CEIUNG t' RCRATING WALL MOUNTING. - F FLOOR/CFKNG MOUNTING - O(VFJJ A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (a+l MOUNTING (,..tJ FLOOR/CEILING MOUNTING (P...t7 oR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. (� I. -) _._.. _ _ X�OR-) FTOOR ALL MWNRNG AA L T (ft) L-(R) L f (1) (-(1U L t (0) L-(N L r (4) L-(01 V MAXIMUM SHUTTER SPAN 'L+"OR "L-•FDR -- -- 30 OR-LES I6'-0' 16'-0"- 1G-0' -16'-0• -- -30— 16'-O'_ _-16'-0'_ 30 - 16'-O• 16'-0' INSTAI LAFIONS INTO WOOD SHALL BE UMOED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ ,i- _ _ .-_- 105-psf.ASA..DESIGN PRESSURE RATING. -_ MINIMUM DETERMINED SPAN BETWEEN •L+•AND •l.-". 35 _ 14'-10' 14'-10- ,6'-2• ,6'-0• _ 35 14'-10'_ 14'-10- = 35 15'-2" 16'-10".- - 40 13'-1D' 13'-10' 14'-2' 15'-2'. 40 13'-10' 13'-10'_ 40 14'-2' 15'-2• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1- 13'-i' 13•-4 14'-3•_ _ 45,_13'-11_3'-1' _ '45 13'-M1- 14'-3-_ 1' HV CORNER CEMERMATE#3 MAY BE USED AT N1. COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'_8• I3'=7' 50 12'-5• 12'-5" 50 12'-3' 13•-1' MOUNIING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: -- - -- ---'— --'' --12'- -- '-'- --' SHALL BE AS INDICATED ON MANDATORY CONDITION #2. 55 117-10' 11'-10' -12'-1' -12'-11' -- 55- 11'-10"- 11'-10 55.. .11'-1' 11'-11' ___ _ FOR A GIVEN-POSIITVE AS.D.DESIGN PRESSURE ---' ------- '-" ----- -- -- -NOTE#5.-SHEET 5. - . 60 11•-4' 11'_4'_ 11•-7" 12'-4' _ 6_ '1 f'-4' I1'-4' _60 10'-2• 10-11" RATING:- --- -" '-- - . _ _ DETERMINE: 65 10'-10' 10'-10' I1'-1' 11'-11' 65 _ 10'_-10'_ _ 10'-10" _65_ ____8-_9• 9-4' L2+= MAX. SPAN FOR rLOOR/CEIUNG MOUNTING 75 -- 10•-:1 10•-.i' 10'-4' if'-I'. 95_ 10'-1- 10'-1' 75 - e'-9' tt pcCEpT THAT!AA)OMU.IL.SIfUiTER SPAN 1+OR INSTALLATIONS. 80 9'-10" W-10- 10'-0'. 10'-9• 80 W-10' 9•-10' •L-•AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR.A GIVEN NEGATIVE AS.O. DESIGN PRESSURE 85... 9'-6' 9'-6' :9'--9" 10'-5' 85 9'-6: 9'-6' INSTALLATIONS INIO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-� 10'-1' 90 9'-3' 9'-3' 1- C DE LINKED AS : DETERMINE: -- ----------- 1- CONNECTIONS IO0 KEYSTONE MOUNTING _ 95 9'-_0` 8'-9' 9'-2' 9'-10• 95 9'-O' d'-9_ LR-= MAX. SPAN FOR WALL MOUNTING OUNTIIATK)NS. _100 W-9' 6'74• g'-0• 9'-7- 100 8'-9' 8'-4' LIMITED G +61, SH p 7.J. AND B'-0' SPAN, SE[ IN MAX. SPAN FOR FL00�'/CEILING MOUNTING MOUNTING MO UN SHEET 7. INSTALLATIONS. 105 8:_7:• -7'_11' W-9- 9'-4 - 105 W-7- -_ 110 _ 8'-4• 7'-7" 8'-7' 9'-2• 110 8'-4- 7'-7' ..W-7- FINAL MAXIMUM ALLOWABLE SPAN L5 EQUAL -L THE 115 W-2' __7•-3• :d•-.4• :a•-T7• ITS 8�-:2- �`-3=- SEPARATION TO GLASS SCHEDULE MINIMUM DETWEEN 'L+•, "Lx a-; •L7 AND lz-• 12U a'-0' 6=11' :8'-2" B'-9' 120 _8'-0" 6'-11' - (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ 125 _. 7'-10- 6-8. __ 8 8•-5' 125 T-10• 69•_ - ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" W-5- 7'-10' W-1- 130 __7'-e' W-s• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _ ----- SPACING. 135 7'-7' 6'-2'. %'-9' 7'-9• - 135 7•a- 6'-z- SEPARATION 140 _ -7'-5' -5•-11' 7•-7' 7'-6- 140 _7_5"-- �:,' ASTM E-1996 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7•-3- 5•-9- TO GLASS ____150__ T-Y•- 5•-7' :7'--4• ...7•-0' 150 7'-2- - iss - 7'-a= s�=-s' ?=z' V-9- 155 %-D• -s` 1 THRU 3 1 _160 6'-it' 5'-2` 7--1" 6'-7- 160 6'-11- 5'-2• 165 6'=10' S'-1" Y U• 6'-4' 165 6•-10' 170 6'7.9" a'-tt" 6'-t1• 6•-2- 170 6'-9• 175— 6'-7- 4._.,... ...8:.9� - _6'-0. 175 6'--7' 4•-9- 1 BD 6'-6- 4'-6' 6'-8' _S'-10' 180 C-6' H V BLADE 185L6;-3' -_.M1'-fi— �6'-7' S'-8' 185 �.67-5' 4•_6- ._..19(7.. ii._ 6"- 190 W-4- 4'-51 195V3' 6'-5' -5- 195 6'-3' 4'.-3• 4'-2- W-4- 5'-3', 200 6'-2' 4�-2zos 4-I! " "e'=e' -1 --205 6-, 4-1 FLORIDA BUILDING CODE(Non High Velocity Hurricane..Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HV iM 1L E C O ins. A■�.S./i1. Accordion Shutter System �-- H.V.RADE#1 w/OR HT/0 RV.WINDOW BADE �44 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV, .DESCRIPTION DATE DRAWN BY:MMXY. G. *� Association, Inc. - I- - OLD 11-192 4/13/15 000,_ 4/13/15 CLW.36th.SL.St,.305,VROLYU G&RDENS.FLOR"331 4268 Weslfaads Drive '2 ft (,505)871-1530.F.:(305)871-1531 DRAWING No • �4.` a-mal 6lteeooaaLeam West Palm Beach, FI- 33407 3 ' '- O'..FLORID4,• r, Df-00067,9 4 15-085.. c \`� WALTER A nLUT Jr.,P.E. 5 SHEET Lic. ��'E,S AIfaU^ O E/DATE FLORIDA g X67 6 11 OF 20 0 OO o 0 o O o i%1:i i i il:ri.t: iii:Ii ;Iilili.i i.Ii ililili els iIi : la in+I + � : iii iii+ Pi+or'au villu'ia I ' N' IjH f�NINN N NN NNININ NN N N N N NIN NI V r N N NIN N NIN 'Y1�o� I•r It,,I I I11i 11 1 I IIl 1 1 1 1 1 1 1 1 1 1 1 I,1 11I1 Il ll l lll 1 1 1I l llilVI ilii::- ii' il'a' .iliiil'alili'+i•i ii'+Iii iiiii -:b'.�^ .. 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M @WALLSILL MOUNTING @ CEILING MOUNTING H@ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPOON-WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED By LT,W.BUILDER,(v..re =3 ksi) SPAR ANCHORS SPACING LEGEND - 1/4'0 x 3/4"ALL POINTS SOi1D-5L?ANCHORS,AS DISTRIBUTED By ALL POINTS SCREW.BOLT&SPECN-TY COMPANY.(w.-fc =3 kv) (n) DOM WATNE P1125S S RATING DIU=NIMAIK FFIM E RAID1G 0�N 16G1TIVE F959J S.RAHNG - 1/4"0 BLUE TAP CONCRETE AND iORS W/CAP AS MANUFACTURED BY�FLORIDA FASTENERS DIRECT,WC:(Min.'fc A 2 kON) TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY.All POINTS SCREW;BOLT&SPECIALTY 30 40 60 75 9D 120 160 205 30 {0 60 75 90 120 160 205 30 '40 60 .75 90 120 160 20S TAPCON W1THADVPNCED .. 14 12 10 9 0 B 6 53. la 12 .f0 8 B B 6 8 f4 72 t0 .9. B B 8 6 THREADF WITH TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED lttM THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 B B B fi 6 14 12 .10 9 8 8 6 6 14 .12 10 9 B B 8 B ALL (Min.rt m 3 ltsi) - - - DR lIIS 14 12.10 8 B B 8 6. 11 72 10 .9 8 8 6 - la 12 10 8 8 8 5 PoINiS:SOUD-SET BLUE TAP W1 CAP NO1F5: 14 12 10. 9 B" 8 6' 7 14 f2 10 9 A 8 8 6. '6 14 12 10 9 B..8 6 6 A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10. 55 SS 1{ 12 10 9..8 '8 8. ;6 14 12 10 9 B TM'PEI++ ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4'-0' 14 12 10. 9. 0-8 _G. G -14 12 t0 .9. S. B.6_ .6_ 14 12 10 9 8 B 6 55 14 12 10 9 1 8 8 6 4 14 12 1D 9 8 B 6 4.5. 14 12 10 9 8 6 4 35 1 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SEF ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT- 14 12 10 9 111B 8 5 95 14 12 10 9 8 B 85.5 14 12 10 9 6 B 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EX6T,AND 14 12 10 9 73 u 3.5 - 14 12 10 9 6 B 8 5 14 12 10 9 6 7 55_4 •SEE ta�AnO.'6 OF OSE PoR 1"MINIMUM FOR WALLS WITH NO STUCCO. 16 12 10 9 B 8 6 0 14 12 10 9 8 B B 55 l4 12 10 9 8 8 6 43 81ADE+V/I ON SHEC'r 1B 5'-0' i{ 12 fo s 'e 7 a- _ i4. 12 Ia. s B a3 s u i4 ,z i0 8 IS s 3s 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR ROOK 14 12 to .0 8-75 45 - 14 t2 10 9 B B 6. i5 14 12 10 9 8. 6 4.5- 75 - - - -- - ANCHORS SHALL BE LONG-ENOUGH-TO REACH THE IdIUH STRUCTURE-OQJIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATEDON f1 12 8.5 75 65 45 - 14 12 f0 9 8 .6 SS 1 14 12 10 9 8 6 45'33 NOTES AI)&A2).ABOVE,FOR INSTALLATIONS ON VINYL-SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 B e - 14 12 10 9 B '8 '6 5 14 12 10 9 8 6.5 S JS INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 _57-73. 55 3 - 14 12 10 u 7 SS 4 J 14 12 8 6S 55 4 3 14 12 10 B e 6 = - 14 12 f0 '9 0 03 5 75 14 12 10 u 8 S 4 - (B) TO EXISTING CONCRETE BLOCK:(VATIC D T1t - 14 12. B ;!I 53 .3 - 14 12- to 9_ 8 65 45 35 K 12 10 8 7 5 15 3 1/4'0 TAPCON OR TAPCON W1D1 ADVANCED TIIRFi1DFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LLW.BUIIDF](- 14 12 10 9 B B - - 1.4 12 10 9 6 7 S 4 14 12 f0 9 75 55 4 3 --1/4'0 x.314'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY-ALL POINTS.SCREW BOLT&-SPECIALTY COMPANY. 7-0 14 12 10. B 85 a - - 14' 12 9 73 6 4.5 3.5 I4 Ia5 7 5b 43 3.4 - _ - 1/4.0 BINE TPP,CONCRETE ANCHORS W/CAP A;MANUFACTURED BY RORIDA FASTENERS DIRECT.INC- t4 ,2 10 BS 7" 4 - 14 12 f0 a 75 SS" 4 11 12 9 7 7,5 __ - - - 1/4'0 TAPPER+ANCHORS.AS.MANUFACTURED BY POWERS'FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY _ - - COMPANY OR ANY OTHER APPROVED UCE14SED OR AUTINORIZED,VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7,55 4.5' - 74 12 10 9 75 5s':4: - 14 12 9 T 6 d;5 '3 14 12 10..0. '0 fL5 _ - 74 12 10 9 ;8. 8 :4- _ I4 12 10 8 65.:5- 3S NOTES: 14 12 85- 7- 5S 3' - 14 12 a 6.5 55 '4. 3 2S 9S 6 5 4' 3- B_7)MINIMUM EMBEDMENT ZITO CONCRETE 1T10CK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7b 6 - 14 12 95 8 65 S = t4 12 8' 6 65 { - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHOTS IS 1•. ' 13 8b 8.5 5 35 - 14' 12 10 B 65 5 14' 12 8'. 8.5 5 4 14 12. 10 B e - - 14 12 10. 9 75 4.S - - 14_ 12 6.5 7 5S 4 - = B2)MINIMUM.E1lBEDMENT OF 1/4'0 x 3/4'ALL PO9T5 SOLID-SET ANCHORS SHAD.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 113.73 6 1 - - - - 1t 7' SS 5 33 - 11 'e 8,8 s u - - - EMBEDMENT INTO STUCCO SHAT BE'PETW171TD. 1/4"0-20 S.S.MACHINE SCREW USED SHAT BE 1 1/2'LONG MINIMUM SHOULD STUCCO I4 12 8 65 43 - - 14 12 &5 7 93 4 - V1 105 7 SS 6 4.5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 BS 55 4 - 14 12 9 7 '6 13 - 14 11 7 5.5 45 3:5 14 12 10 9 7S _ - 14 12 10 8'65_ 5_'- - 14 12 B_ B 5 4__ - B-3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-O'-1-4 13 95 6S 3 4 S 10 75 5 4 3 - - - ANCHORS SHAM BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE-SHALL BE AS INDICATED ON _ _ TOS 7 S' 35. _ -_, 14 11' 7S 55 - - - - 1! IIS 9' 6 5 4 - - 23 9S 0 5 4 4 - - NOTES B.1)TA LATI ABOVE.FOR WITH METAL SON VSEE SIDING OR EFS WITH OR WITHOUT KETAL STUDS CONSULT 1HI5 ENL.NEER. 'ROS'8 14' 12 '8 8.5 55 4 _ _ _ 13. 10'6.5 '9 4 3 FOR INSTALLATION INTO EIFS WfiN METAL-STUDS SEE SHEEP 20- 14 12 10 - - - - 14 12 2 7 6 1.5 - la'105 7 55 43 3.5 -___ 11-O.1T_5 95 5 _ - 12 9 8' 45 4 3 _ _ 9 7 4.6 ]S 3 _ _ _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RF_COMMENDATIONS AND SPECIFICATIONS OF TIE ANCHOR'S MANUFACTURER. 14 10 7 - - - - - 14 105 7 15.514.51- - - 1S BS 55 4.5 --75 - - - 14 7 4.5 - - 14 115 LS 0 4. - - 1. 9 6 4.5 4 _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDI VERSUS SPACING RETATIONSH P FOR ANCHORS. 12.-0' 14 112 110 - - - - I4 12 B 6.515.51- - - I3 10 G.s 5 4 - - EDGE DISTANCE VERSUS SPACING SCf(TpsIL E_FOR ANCHORS: 11.51 15 14.51- _ - 11 8 55 4 35 ^ 8 6 4 3 _ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCIROR SPACING 3.5 9.5 8 - - - - - 13 93 63 5 4 - - - OS 'B 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCIIFDULE RY THE FOLLOWING FACTORS. 9' BS - 14 10.5 '7 5.5 45 _ 11' BS 55 4S 3.5 - - - REDUCED,SPACING OBTAINED USING FACTOR 4NLL,.NOr BE LESS THAN MINIMUM SPACING 0101CATED FOR EACH ANCHOR TYPE. 14 12 - - - - - 14 11.5 7.5 6 5 = - 1z- 9. e-_73 -� -_ - .. FACTOR. .. . D5 'e- - - - - - 10 75 5: L 3 - - 7:5 5S' 4 3 - - - ACTUAL - . _ _ TAPCON WTIH ADVANCED TAPPER + u l - - - - - i2' e 5 +s A - - - 9.5 7 9 i - - - EDGE TAPCON ALL POINT SOUD SET'BLUE TAP W/CAP B 6 - - - - - - 13 9s 6.5 s - - D5 is 5 4 - - - - 1 HV BLADE OR DICTANCE - THREADEroR1A TECHNOLOGY Ilw-sPAaHc 5 6 - - - - - - 14 1.5 7 55 - - - 11 85 SS 4S - - - - E.D. MIN.SPACING 3' M91.SPACING-3' , MIN.SPACING,-3 1/2" M,N.SPACING= 3' .3 3/4" 4' f0 6 3S - - - - 7 5 3b 3 - _ - HV B D W POURED CONCRETE& MANNED QN2E7E matEle BIDGR POURED'CONCREIE& POURED CONCRETE&pOUFD ATE CONCRETE EtJni - _ _ _ it 8 5.5'4.5 - - - 11- B5 4:5 _ _ _ _ CONCRETE BLOCK MR FD.:3 I/Y MN.ED.•21/2- CONCRETE&.ICK CONCRETE BLOCK LYE E_D.=3 1/2-WN.E_2 I/2' .. _ -. . 7S - - 12. 9. '6 - _ _ _ _ 93 7 45 _ _ _ _ _ Hy' WINDOW . MIL Ea.3• .. MN FD..3, WIN.M-3 14 - - - - - 3.5 10 6.5 - - - = OS B 5 -= _ = BLADE-WORKING _ 3 1.0 0.90 1.0 _ 0.78 _ 1.0 0.84 1.0 65 5 - - - = IN UNISON ♦ z ;jz` o.ei- - L° _-- ---=-- -- - 0-67 - Lo -- --- -- - - - - - - - - 0.5 6 5 - _ _ _ BS 6 4 - _ _ ._ 2' - 0.71 - _-_ -_ .._- 0.51 - 7 - 1.5 BS 9.5 - - - - - 9 65 45 - - - - - 1 3/4' - 0.91 - - 25 9.5 6 - - - - - 10 75 5 - - - - 16•-0 9 _ _ _ _ _ _ 8 6 4 _ _, _ _ _ C 45 3 - .1...1 2" 0.35: - _ .. 0:35 95 5 = _ - - - .It a _ _ -- - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone " �A TI((�T 4Ai� ©2015 EASTERN METAL SUPPLY,INC: ��� �ENS�c'J9r- BERTHA HVTM ` A S S L E A Accordion Shutter System .CON KV.9-DE#1 W/GR W/o_ M. WNDON BLADE ...ETIAmerican, Shutter Systems EV,No _ DESCRIPTION ogre �oenrm tsr: na_- TILLIT TESTING & GINEERING COMPANY ]lil,V41GWA GROR6,RMdd.JJI - �F 4,, Association. Inc. 1 OLD.11-192 4/13/15 DATE 4/13/15 635]N.N.J61n.SI,Ste. ''4j�-�- PHena:(305)871-1530,Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No �'� OF•., 0 II a-Ie�a ;Dlt000l.� West Palm Beach. FL 33407 3 pp ' �SSION A�� �`� WALTER AEB-�TILLIT1 Jr.P ------ S-OC]S P.E.Y�S''EAL' 1�tiATURE/DATE FLORICA LIE f 44167 5 _ �- SHiLT OF 20 { 0N LOO 0 D 00 lV Z O 4 K.. z .:\ Lp ' O c m a z� Lot J� 1••I� �G t• T^ I j C N.m 0rr� 57 a I 0 V � 0 0 aw if 0 o t, wn �z o oZn W ¢ E o OU rUwv0 a�w ozai M o auc7 o€ waa ;,cx mo_nIn � -� tncc- a3K J Q y VN ONS L.� L mW Q pp m f' W Z LIEW 017 o q a" �y'� m CC7 0 } c �' E >a2Slvi1 3 r N� z a IL u U Z Al". 8 m„mmN glm,N YIn n nim Y�+ Nln r I m n I I NinII I W.J. 1'n 1 1 1 �!I I II"II 1 1 + 1 Iap¢^ (='333 � NNm N_niNjH NInHm�NnN rIHIN HhINIrr nm;V V 1,mIh11 I,qn'1 I:NI�'! 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ImIm mlmmmmlmm mIm mmn mmlOimID Ommm mlmlmjm l I I 1 1 I Ill VI'I'I i I LI 9 '$m mIm mm mmmmlm mmlmmm mmmm mmlm mmmm mm'm mmmmwmmmlm 11111 I I I III I lel l' {1;�F, �.m wmlamaa a�a m uam mla lm w0 mlmQ m aIm nolo bam a m�a lmm 1 I 1 1 I il'I II �� 0 0 0 0 0 0 OID O'O�O,O 010 0 0 0 0 010'0 O OIO D O OOIO O O_OIO OO OIOIo o OlD IY VVI�N���•N-N._N ���.NN��`:,N.ry N.I.N•.N•'�1__ SISI. +Irr�r YY+ 0 0 h a r jn 0 N .0 0 0 N 12 Y 11 i2 MAXIMUM A.S.D. DESIGN PRESSURE RATING fp.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (fn-) 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). :EE; L_J .B..!ES3;-- FZ AT.E SOUTHERN SPINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE'FlR SOUTH" H PI E No. SPRUCE-PINE N PINE SPRUCE PIN 1/2" MIN. COX 2'W/MIN.C=0.55, �� FIR NORTH: FIR SOUTH. DOUGLAS FIR W/ MIN. G=0.50 - .. W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD a W/ W/ MIN. G=0.43 W MIN. G=0.36.. iHnlmHUM SPAN.(N 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 WALL'MOUNTINGS B.C.WALL MOUNTINGS B.O. WALL MOUNTINGS: B.O.WALL MOUNTINGS W & X W& X W & X- P & 0- -- S&V S &V S&V I�tl�RQS7R eme tA'A Sd 1�N3XM f4�K cmc(+Q 1E'A 1®CIE T�aa 1781E(r71 rts�IlGC1d'R®IE H:QO(� orae 64rW1E Rana OetC(� ma IIUIDi RLd1E RL116(p) ®o I(tCl[11a9A 1�(�j LL2OI teATd Pa�E Dus(�ua�MiRAF Ha9tE Rcte(yl D91X 160N:R7ffif R46e(� 30 40160175 90 05 30 40 -60175 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 6D 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 fi0 75 90 OS 12 10 20 9' 6 6 6-.:6- 6 12 10 10 °G.- 6 -8 6 12-10 10-9- 8 8_ 4'-0' 12-1 0 10 9 8 8 6 6 6 6 -6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 88 6 6 6 6 6 6 6 5 4 a 4 3 12 12 12 12 12 12 1Y 72 12 1'L I2 1212 12 12 12 12 12 - 5'-0' 12 10' 10 9 8 8 6 6 6 6 :6.5.5 12 10 10 9 8 8 fi 6 6 6 6 5 12 10 10 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 12 0.5 6'-0' 12 10 10 9 B 6.5 6 6 8 G 5.5 4.5 12 10 10 9 8 6 8 G .5 5 M1.5 12 10 10 9 G .1..5 8 f. G 8 5 4.5 6 5 M1 4 3.5 - 12 12 12 12 .12 12 12 12 tT. 12 12 12 12 12 12 12 10 8.5 12 10 16 9 6.5 4 8 6 6 '.5 45 1 12 10 10 95 3 6 6 8 -5 -4 .5 12 10 10 7 .5 6 6 6 5 4 3.5 8 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 ---- - 8'-0'-12- IO 10 7.5 4.5 3- 6 -6 6-5--4-3,5 12-10 10 6-3.5 6--6 5-4.5 3.5 3-12: 10 _10 4 - - 8:--6 5 .5 3.5 3 -6 .5 _4 - c -12:12 12 12 12 12 12 12 12 12 11 95 12 12 1.5 9 7.5 BS 9'-0' 12 10 10 5 3.5 - 6. 6 5.5 4.5 3.5 3 12 10 9. 4 6 6 4.5 4 3 3 12 10 4 3 - 8 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 10. 12 12 12 1. 9.S 8.5 1'L 12 IO d 6.5 5.5 10•-0'_12 10 7.5.4 __ 6 6 5 4 3 12 10 6 3 _ 6 6 4 .5 3 - 17_ 10 3 - - 6 6 4 .5 3 6 - 12 12 12 12 1. 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 12 10�5.5 - 6 6 4.5- 12 10 4.5- 6 5.5 3.5- 12 tO - 8 .5 4 - 6 5 12 17. 12 12 10 8.5 12 12 12 9.5 B_ 7 1b 12 8 6_.5_5.5 4,5 12 10' 4-5 - - 6 6 :4. •= 12 10 3.5- -=53.5 - - 12 10 - - - 6 5 3.5 - - - 6 5' - - - 12 1'L 12" 1: 9:5 8. 12 12 11 " 7 6. 12- 1.5 7.5 6 5 4 12 10 - - 6 6 - - 12 10 - - - - 12 7.5 - 6 M1.5 - 6,4.5 - - 12 12 12 0. 8.5 7.5 12 12 10 8 65 5S 12 0.57. 5-54.5 4 12 10 - - - - 6 5.5 - - - 12 7 - - - - - 12 7 - - - - .5 .5 - - - 6 3 - - - - 12 12 12 9.5 8 6 1215'-0' 12 - - - 6 - - - - - 12: - -'.-' r - 12: r - - - - 5' - - - G - - - - - 12- 12 11 9 7.5 5 12' 12 6.5 T: 6 4 12 9 1.6 5' 417212� = - - 1.5- -- - 5' - - 8 - 12 12 f0. 13.5 6'S M1 12: I2 .8 8.5 :9' 3 11. 8.5 5.5 1 X10 HV BLADE OR HV 'BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ..SEE AD715 Oi USE fT1H F9XlE�1/oN 9ffEf f9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3.SUBSTRATE SMALL CONSIST OF THE FOUJYOMG: 1.ANCHORS TO WALL,BOOR OR SWU:W000 SOFFIT SMALL BE ilS i0U.0Yf5: -SOUTHERN PINE No.2 W/C-0,55(N.DS) - 1/4'e TAPCON ANCHORS, CN AS MANUFARED BY I.T.W.BUILDEX W/MINTINM EMBEDMENT AS INDICATED AT -DOUGLAS'FIR W/G"10.50(N.D.S.) EACH.SECTION ON SNEE75 16&17. .. - .. .. -SPRUCE PINE FIR NORTH W/C-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR.SOUTH W/0"0.36(NAS.) 2 ANCHORS TO HOLLOW C]UNC SHAII.OE AS PER UOUNIINC TYPE U.SHEET 17 AND SMALL CONSIST or -M2L 1/2'COX PLYWOOD(1986 APA)' LAO SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE:INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING.CODE(Non High Velocity .Hurricane.Zone .. ... .. ®2015 EASTERN METAL SUPPLY.INC..'. BERTHA-HVTM AICCrdanShKtt�roy System ......= A.S.S.A. Hv.eAE % Rw/ox , TILLfi TESTING & ENGINEERING COMPANY American Shutter Systems EV. .DESCRIPTION DATE� DRAWN R'. M.L. Aln x4167 = 4353 HW SCAN.SL,Ste.3m,NRGP.11 WNLNS,ftDRD+331 A39ocfOtlon, Inc. , ..oCD 11-192 4/1J/I5:GATE: 4/13/15 m = Ptrono:(305)871-1530.Foi:(305)871-1531 4268 Westroods Drive z - DRAWING No rmo3:6neco0ooLcom West Palm Beach, FL 33407 3 *L• * of 2 - EB-0006719 .. 15-085. WALTER-&DLUT I"P E a F1nR0n L g aa167 s SHEET s 15 OF 20 INSTALLATION DETAILS .ON EXISTING .WOOD BUILDINGS FOR n HV '& BLADES AS APPLICABLE MAX. SHUTTER SPA : L+ .0 L— F6R INSTALLATIONS IN O WOOD WITH HV BLADE 1 ONLY SHALL -WALL FINISH BE LIMITED TO 105.0 psf 'SA_ -DESIGN PRESSURE TIG SHEQ 19 FOR MAX SPAN & .: .-1/4"m TAPCON OR.. A.S.D. DESIGN:.PRESSURE TOR INSTALLATION W BLADE Q):& ASW WORKING IN UNISON TAPCON WITH ADVANCED, - - - THREADFORM TECHNOLOGY - '--� 1/4"0 TAPCON OR W/ 1 1/2'Min.PENETRATION _ TAPCON WITH ADVANCEP THREADFORM TECHNOLOGY --r ----- -I-; ---- T .OF THREADED AREA TO - : W/1 1/2'Min. PENETRATON.OF THRFAOm AREA TO EXISTING ' MN.SEP.4RAMM 1 1 OOR EXISTINGWOOD HEADER. - WOOD HEADER(SEE,SCHEDULE ON SHEET 15) I TO GLASS(SEE (SEE SCHEDULE ON SHEET I5) - t/4'm=2023/4'S.S.MACHINE 37®IA.E ON SIFFS SCREWS WL 1/4.-20 NUTS ' '.•' C/y} 11 FOR E ON �A1•D`__ / 1 I. I -- .v''O ® 12.O.C. „ I ON SFf1T 19 FOR If/ ®H I I 1"Min. E)D5TING I 9AOF5(l1 EO- O "GCA55-6 -^�OR 15 TWINA ISI !I Z WALL � I w, _t DUSTING MIN. - �=:•. FINISH 2"X4'WOOD EXLSBNG MIN. - HEADER REQUIRED I - -�.OR ® - I ,-_ 2"x4'_WOOD y _l(_,. - -Ij"0 TAPCON OR-TAPCON-WITH ADVANCED - - HEADER REQUIRED THP-FADFORM TECHNOLOGY W/1 1/2" FXISTING i MN SEP14MON GLASS.j TO G1A55(SQ - I '- - 1 - MFINO WOOOODDHEADERHRFAI:[D AREA TO SCFEDI.IE ST FEF MIN-SEPARATION 10 CLASS 1 �—11 FOR aADE(DAAO— EXISTING -'(SEE SCHEDULE ON SHEET 71) fSCHEDULE ON SKEET 15) I IN SHEET 9(OR GLASSY _I - Lam_. �. 1_ 2'zb"CONT.-SILL 1__..___._-____.._______.—_.__ - _ - PLATE REO'D. OHV WALL HEADER INSTALLATION @HV:WALL. ILL INSTALLATION_ HV WALL HEADER INSTALLATION -= -=---- I _— I I• .I..- MIN.SLPARATION TO CLASS t 1_.I__O IXISTING - L---- I MIN. SEPARATION TO GLASS _ _ I 1 //''���� l7�,�(SEE SCHEDULE ON SHEET 11) I 1 GLASS- .. I•: EC SCHEDULE ON'SHEET 11 L:J 1 II. _ EXISTING t----(-�' ) EXISTING 2"xb'CO , MIN.SEPARATON TO-GLASS 1 LO CIASS-� ri GIASS--i NF-I(SEE SCHEDULE ON SHEET 11.) j I M/,CH;NE SCR4 WOOD PLATE( _} s 1/4"m-2023/4"S.S. REO'D. _ 1/4'0-20x3/4'S.S. vI I MACHINE SCREWS W/ .I I \ I USING 1/4"-20 NUTS J 'T 1/4"-20 NUTS® 12' i T1 12'O.C. 1� I I ALLII I I O.C. 1 ORI 8 �R© 1 DR 15 1 � 2'x4"OOHT- ` WOOD PLATE Ep._ OSE \ 1 1 W — 1 1 t' 1 --__—• 'Ep'__. � I � I kE0'0: � � t •„'� t'Nin. °1I--` _ r—WAUL 1/4.mTAPCCN OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' 2'x4"GDM. Mi.PENETRATION OF THREADED AREA TO 1/4'0 TAPCON OR TAPCON WR}I ADVANCED SLLEU'T1NG WOOD HEPDQ2.THRFAOFORM TECHNOLOGY W% 1/2' 1%<'0 TAPCON OR P(m REO'D. (SEE SC4EDULE ON SHEET 15) 1APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL- 1'.1 Mi6. PENETRATION OF THREADm AREA INTO.PLYWOOD TIREADFORM TECHNOLOGY SHUTTERASSEMBLY.' FINISH (SEE SCHCDULE ON SHEET 15) EXISTING MIN.2'x4' Fl NSD KEQ W/ 1/2"Min. PENETRATION.OF 2-MOUNTING SECTIONS CAN BE -� J STUDS A 16'O.C.MAX. \ THREMED AREA INTO PLYWOOD COMBINED IN ANY WAY TO - -•- -.I/2"MIN.COX PLYWOOD REO'D. REO'D.PLYWOOD TO DE WALL FINISH (SEE SCHEDULE ON SHEET 15) SUITANY INSTALLATION- ®HV..WALL SILL INSTALLATION LEYISTING MIN. 2'x4'-STUDS 0 16'O.C.MAX.REO'D. ATTACI IED TO S....IN PLYY(OOD TO BE ATTACHED TO STUDS IN ACCORDANCE •CCORDAN�NTTF1 WET 2308:OF TTE F.D.C. SECTION 2308 OF TIE ®HV WALL SILL INSTALLATION SEE Ii J ATS OF ©HV WALL SILL 'INSTALLATION F.B.C. BIh7E 1 'ON SHeET 19 FLORIDA BUILDING CODE(Mon HiyI1 Yetocity Hurricane •Zone' .. V 2015 EASTERN METAL SUPPLY,INC.. BERTHA HVTM A■S■S.A■ Accordion Shutter System itv. MME#1 w/OR w/o Hv HiNDOW FAADE �`P•�,y�.�"''- TIlL1T TESTING & ENGINEERING COMPANY American Shutter SyStemS Ly_ -DESCRIPTION DATE ONAWN Bf: M.L *' X •* (355 N.W.JWR SL.Sm 705,WtGWU C/R00F5.FLORILI 7316 A8SOCiatian. Inc. 1, ..OLD.11-192 4/t3/t5 ORE: 4/13/15 Phone:(305)e21-1570.Fax;'(aos)e2T--tsar 4268 Westrdads Drive 12 DRAWING No 9•, ° West Palm Beach, FL 33407 °E6=D0092,9 4 WALT15-085 LR A:TRAIT Jr-P.E. ELaRIOa Lm.d 44167 s SHEET DAT. 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR XHV & JA HVA BLADES- (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV 13ME n ONLY SHALL BE LIMITED TO 105.0 sf. A.S.D.. DESIGN PRESSURE:RATING SEE SHE 19 0MAX WALL""ts'1 SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE.(J)& A WORKING IN UNISON_ 1/4.0 TAPCON OR EQ- E 2 MIN.- I'D (Min.) EXISTING TAPCON wrQT nDvnr{cEm --- EDGE(IF ANPur�e1.):) THRE'ADEORM TECHNOLOGI' _ WOOD BEAM REQUIRED. - — VI/1 1/2'Min.PMETRATIO14 1 4'0-20.3 4'S.S. OF2UCTURAL-ADEQUACY —� OF THREADED AREA TO / / OF EXI CERTIFIED BEAM fr 1• PHILLIPS TRUSS HEAD io BE CERRFl<D'BY E%ISi1NG WOOD HEADER. MACHINE SCREWS REGISTERED ENGINEER OR _ ._ -__ __ EXISTING WOOD (SEE SCHEME ON SHM IS) Min. 14/ 1/4-20 NUTS ARCHITECT PRIOR TO O EQ "-� TRUSSES OR I 'r' -Q l-t/ 12'O.C. SHUTTER INSTALLATION. 1/2 1/2 O.C.RAFTER E EQUIRF.' t 19 — - - \ I / -_ - -- 1/4'0 TAPCON OR I 1 OR 15 � - -- U F I — it / EXISTING' ux THK a N - - • ___-_ _ 25T 7HREADFORM TECHNOLOGY _ Max. -W/ 1 1/2'Mm.PENETRATION- - _ - __ _-____ - --_ - •-EO EQ - - 1'z4'xi/B•CONT.ALUM.TUBE OF THREADED AREA TO -EQ' -]14x3/6' - =�{ OPTIONAL - - EXISTING WOOD HEADER. S.M.S.'OC. ---- _- - - -'(3)5%16'0 LAG OYSCREWS TO -�- I I (SEE SCHEDULE ON 51{IYT 15) I 1 Or 1©Or 1© EACH RAFTER OR TRUSS. t ' t J @ or 13 Or Q I L` LOCATE LAG SCREWS AT I _ _ _ _ _ _ MIDWIDTH OF EXISTING WOOD y, — L EXISTING MIN 2'.4' .._ ____ _-___O_ _ I __ _ - I _ MEMBER.(2'Min.NOMINAL EXISTING—t HEADER FtEO•D I I I I 1 OPEN HOLC AT rACH -- - W1DT1Q W/2'uin.- - G1A55 II_______.-...—__.... MIN.SEPARATION TO GLASS EXISTING 7 STUD TO ACCEPT _ PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11)7— I CLASS--- AT 5/16.0 LAG SCREW AREA VALID FOR I ' AT CENTER of TUBE. INSTNATIONS WITH 72pvf MAX.MA)(.AS.D. DESIGN LOAD AND SO HV MLL HEADER INSTALLATION a EXGLT i 6-0MAX. sray.rHrs G A— n aASs(gE INSTALLATION IS.ONLY VALID ,t{ 11 OR amE,nAw ♦ FOR WOOD W/MIN.SPECIFIC m I M SIM,s w � Q OR ® 7 11�RADE D� GRAVITY OF 0.50.A5 DOUGLAS BAIItSNA I W '(I'T>R I ♦ FIR OR SOUTHERN PINE N0.2. nflTElt -L----- - - �1—. -_.--- *� t aR 1-SE'E 511�T 4 rOR T,74C,1 SHIITTFA ASSEMBLY � �__-..._._ _ -� ® OR EQUAL 2-MOUNnuG SECTIONS CAN BE COMBINED CTTT)HV CEILING INSTALLATION 1" IN Ar1Y WAY To SUIT ANY INSTALLATION: CUHV L G ST ILLATION a m _ I _�OR (♦ I MIN. I I ( SEE SCHFD"UTATICN.E ON SHEET 11) EX�TING� I IGLASS t Tot Tule DA -I TO GLASS i i ) ( GUSS NA[6 N R� (SEE SOIEDULE EXISTINGNG J------- \ \ I ON SHEET)T) I Cl I __l j I I ! ALTERNATE PPPIII ( I i ANCHOR I I I I..._.( EXISTING I 8 I I FlWN SkI I I 1/4'.�i .yiLOCATION n.rnK° 61p.a/4•HEx GLA'S--I I I __.._a I -2'x6'M.N.WOpO j Wax _ WASHER HEAD TEK I DEC REQUIRED .__1©OR 2'.6'MIN.WOODi-)� p SCREWS O 12•o.c (NOK DE d ' FINISH CK REQ ALLOWED) _ _: L__` __ EDGE _ _ OF _ _ _. EDGE OF DECK EDGE OF DECK - DECK IF IF APPLICABLE _ -- — ol .I Q --_ ____ �.Q_ IF APPLICABLE AOPLICABLE f ~. 1/4'0-20.3/4'S.S. ` 1 1/4:0 TAPCON OR 1'"I\_HILLIPS TRUSS HEAD 111 'M I TAPCON wmi ADVANCED Min.': SHINE,SCREWS L- "- --- 1/4.0 TAPCON OR TAPCONWT ADVANCED 2.-.47 CONT. I i11READFORM TECHNOLOGI' W 1 4 20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2•Nin. -2•MIN.--I SILL PLATE II W/ 1 1/2•Min.PENETRATION q/1Y/p,C, V4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM - --2•MIN. -- - PENETRATION Or THREADED REO'D. l OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED AREA To EXISTING WOOD HEADER. (SEE -- 1�.1� EXISTING WOOD HEADER. _ AREA TO FASTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) V (SEE SCHEDULE GN SHEET 15j ♦SEE uu ATIONS of usE FOR (X)HV WALK-OVER INSTALLATION V HV WALL SILL INSTALLATION BLADE 1%ON SHEET 19 �W HV FLOOR INSTALLATION U FLORIDA BUILDING.CODE(Non High Velocity Hurricane.Zorle A.•T��(/l�� ..©7,015 EASTERN METAL SUPPLY.INC. BERTHA HVTM _SFS Accordion Shutter System y i L E C O N . ASSAH.V.RAM#1 W/OR,W/O:KV. NDOW BADE * /�*_1, :*_ American Shutter Systems �dT" E'�(1F/��7 E TILUT TESTING & ENGINEERING COMPANY Ev. 'oEscmPlaH DATE IiPnWH'e.: MILZ'�••, (((111FFF t�`` SM5 N.w.1GM.Sq Sta 3m•wnm GHmoa,floRa 331ASSOCIa long Inc. 1 01-011-192 4/13/15 DATE.- _4/13/15 I, a:(305)IT21-1530.Fc.:(305)871-1531 4268 Westroads Drive 2 ' DRAWING No 4� a .il:bittero..0a9lcom West Polm Beech, FL 3340% 3 s7'• N� 4 15-085 %,,,�4NAL E11\1��\� WALTER A TUT 44 P.E. FLORIDA uc. B 46167 5 .- SHEET P.E. SEAL�S'I�'1vAYURE/DATE- 6 17 OF 20 END INSTALLATIONS n HV BLADE OR--o WINDOW BLADE INTO. 27x4" MIN. WOOD STUDS .:2••A�ICI.W00 . SNOS.RFID'0. -2'M4'UN.91000 , � REO'0. S'•f'fclL _ 4 (AS WMCI I.L) y \ % ANpgN me tSTRT3Q V/ wiYRxK I••` � I \ / V: EkIStING awss • li R1M(p0 6110 .. - (( / �. / \ I SMIS FAST. �I � -fAST,xG Gu55 EIUSIwG GALS 1` !`�\ IXSfLYO fRAS+' v _ l�xl �.� t.•L:::C 9/2'RYA s�...y >4. �U4lL�0.e _ m a.A (4�E t/Y YW.COIF «,• :TY.' . :.lY.• 'Afl=w iv 93muE aN S)fL ,. 1/I81J' ••:- .e• < I,—4AM o)— _ S'.,;G;, WEDAL d S,fLT RT'N)04 —1 ,RR SME Sf+u --^----.- AA qq _ _ rn sfLr+a /Z' 1 tl Rrt u,4[O.vo m 9f]T 19 RR V - -(fi083-x a)WNi. -- Flrt�9, -.1/Y'Yx Cm(_ _ _ ,1.�0-PA AIiAL QOSER PL\11DOD. OI06 meQ .t,yl ;..tQma rtR 1 3'uW. VIA1E(LOGIC' 1/2'._ � Al ar14)x ICY - flhl/2'345. //I IL,Ag411�6D Y4f a-r 01a 4G 0166 oO.0!1SYS (a0f}lEµlQn/J W1YIti11 _ G 1/fV 4VONJ A•Og4L ie- - - •fll S> \'../ SEE OLIAR%rV • pax01 iD[W()t 1rj_OF y,q I Da�• OR aa- SOE CONNECTION TO TRAO(S OCTA:L'lr rOR- 4 SfDE OR(CA, . (}��-a=c oa-rte a- 'OE">ms c> �®=aO�-��©-°^ lO 1RiV.1CS V4"®^�' '©(�\'Q��q� 6 e ] L(7) - END CONNECTION DETAIL 09 END CONNECTION DETAIL 0 END CONNECTION DETAI END CONNECTION DETAIL(SJ It<Gunm rnr Faa svAxs acAru,twl-t2'-c• TN'1a11.aW] 1/f'e OiPC011 ANIWORS s T1Pf1N1-ANCNORSI f10a1 - —__ ._ �__� - . mos RE u{ �./,., •Yw. 1/•. /z'sx.s._� . 1 FASTING tiJ55� I Y 11'O.C. lI/1 x/2'.utx: Ot6 OG 4 1 cdEtwxmN a tY 4G • SEE LIMITATIONS OF USE FOR % .lo'�aus a+ ef7 0� --- Z- ELME(IA ON SNEEi 19 19 41— 101 9PMN11Ur - � � :.• 11 IW N.•¢E)M0 ' (1) R 0 • 4 I \ /x 'TO 4 j -- -____. .. _ \ 1 .�. Oi-f4-�•Q7•(7- •'f�- e�1oR�'.!)Iw T�:Ax VIEW Y .fA.©C n}G •!; wu rms 24.4*YWm ��'Cs-G Lp Q9j•,3- �d C•Ce- !t-(@- a0 @-C»'Cn-0'Cs DETAIL X END CONNECTION DETAIL d3 END CONNECTION DETAIL/4;i'I FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `T,\511111 F ll,,, A. ����/���i 02015 EASTERN METAL SUPPLY, INC: BERTHA"HV TM t _ /TLAccordion,.Shutter S stem E C 7ro, A.S.S.A. KV.RVE#11 W/OR W/0 KV. WINDOW HARE. 31$l American Shutter S sfems STATE ' TIWT TESTING & ENGINEERING COMPANY Inc. Lv.FF O tiFseRmnoN 13/15 DATE; Lcr: 3/ Association, c , OLD n-i oz �/la/ts DATE; "a/Ts/Is 4755 N.W.36M.St_St.305,MCINIA CM006;rt'0 .331 ' TATE OF ,,; ,,�,,,,(3as)an-u3o.Fax;(305)971-TS31 4268 Wostroods ID7vve z. DRAWING No ' O,�•, F�t7RIDP k�'��� rmaa:tr oOaoLcom West Palm Beach• FL 33407 3 EH-0006719 4 15-085. W41.IER A 74Ur Jr.P.E. ��•,,s/ONy�ENS'. FLORM Ua 1 44167 5 SHEET P.E.'%,A A j1'URE/DATE 6 18 OF 20 `fA�,> �p�Yp �7AY�" 1(A1� ©m® • GENER�i L!MfTATtONS AND CONDITIONS OF USF FOR BEEML Y Y Fm ZQWN��. v I ._ 1.UAX'AS.D.DESIGN PRESSURE RATING_+110• 110 P.J. 2.MAX SHUTTER SPA%:96' �- 3.ALLOWED MOUNRNCS A D,G&H ON SHEETS 6.7.AS WELL AS MOUNTINGS M,O.T.U&WON SHEETS 16& 17. z 5, (��-�.J! Snp LIT.IN CASE OF ($��ONLY CEHTERIUIFS ((-80TH W/ OR ARC.ALLOWED WITH®1 O®®w 7•. 5 UYOIIT,Q57 MUSE BE INfXUCF.D ONLY AT DOTE f "AR SIDE OF C16' OR 1 'GOPPOSING EEttIERW�TE IYP.FA END r 5.(A)F1V WNDOW BLADE 1�SFULL ONLY ALLOW A MA%IMUM OF 5 OPQIB7CS ♦ ♦ ' (3'"HOLES)FOR O PER BLADE AT SPACINGS SHOWN ON SHEET 4. B MIN.CLEARANCE FROM OR BOTTOM EDGE OF HV WINDOW EIADEO _ ♦ ,♦ _ _♦ ♦ • _ _ __ _ _ _! _ _ _ _ _ OF_ANY_3.0.HOLE FOR_ SHALL BE 12'. _ - _ -_- ALLOWID LA ITV_ -�.. _ __ _ __ - - _ --_ _ _ - _ __ .-___ _ ------ WINDOW ___. _ _ _ _ .: WINDOW BLPDE,'� ga_ __ .__ _ _ __ __ - _ (C)FIRST.OR LPTT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV .. S — WINDOW BLADE 0 _ SS (D)FN WINDOW BLADE 10 MUST BE USED ALTERNATE TO A SOLID HV OlADE IQ TFLROUCF10Uf SHUREiYs W1DIli .o ♦ . ♦ • (E)C EPo 1 SHALL ALWAIS RE INSTALLED A51ACEM TD A SOLID W - BLADE1 AT LTIEHEIR SIDE OF THEM. - x SEC END �g�gg (F�POLYCARBONATE HV WOMW(R SHALL BE INSTALLED SO TABS FACE CONNECTION ' • ♦ �i<F;< THE RITERIOR Of'THE CPk7DNG BEING PROTECTED.FIV WINDOW MUST BE DETAILS ON SHEETS' ffiA� ONLY INSTALLED AND LOCKED.LAING A W SETTING IDOL PROVIDED BY ASST, LO Ac 1B N SH 3,df ING rULL HEiGff. 'F c 6.SEE ANCHOR SPACF.%G SCHEDULE FOR WS7ALlAT10N5 INTO WOOD FRAME JK$@ R BUILDINGS ON SHEET 15.AS LIMITED BY SPAN TWD DESIGN LOAD(SEE NOTES z P P 4 $r�9: I &.2 A� ... 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED 8 -CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 Al 13 AS LIMREM BY SPAN AND DES ION LOAD(SEE NOTES i &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTY E-1996: (SEE PLAN FOR REQUIREMENTS) r - TYP TOP&BOTTOM W r ai 4)ax 6 7 •-- ---U� D H C� ,�<� KIND ZONE NDD✓u11UM SEPARATION TO CLASS ELEVATION NSEPMOMON TO GLASS -- IXIS11%G GLASS-• L+EVAI ION N SEE SU®IAE ON SIU_7 11 FOUR RAW.(� --6.26—. `. ---- A`a CN THISSHEET FUR RADESQl& --_-- -------- ffl nP. U J -- a� — (SEE NOTE 4 ABOVE) (06 'EJ ttP. SYMN cnL cEIN1ERMAlEs W/ R I� W/O (SEES�AHD NOTE 4 ABOVE) 4 �g TYPICAL (f) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE IA SHUTTER* . .. .. .N.T.S.. .. _ FLORIDA BUILDING.CODE(Non High Velocit .Hurricane Zone 111p11......Ufff/♦UA ®2015 EASTERN ACETAL SUPPLY• INC.. A,n<<;1,,,,, BERTHA HVTM " \CE Accordion Shutter System A.S.S:A: FEV. BLADE#1 W,OR.W,O:FLV.WWW RACE TICCIT TESTING & ENGINEERING COMPANY American Shutter Sysfems V. DESCRIPTION DAIS DkA,%I Bf: N:L 'O STATE = eu5 H.W.16M.sL,se^.705,"ate AA:rxmENs•.ELwa¢I 3T socic}ion, Inc. "H :OtD.11-1sz 4/13/ts wTc: g/)a/1s -y+ p Phony:(3D5)B71-1530.FC,:(}Og)g77_7537 4268 Westroads Drive 2. DRAINING No ''0 `�OFIOP .�<c`<'`�` a A:tilt00B7o9 mm West Palm Beoch, FL 33407 3 —085 15 , ss. '•.•G\ ♦ •'WALIE'R A.TIL17T Jr.P.E 4 - -- P2,1-U6/4W 9 %E;OATE FLORIDA Uc:/+4167 5 SHEET 6 19 OF 20 6.1 1/2:0.035 THICK N;nvls^; INSTALLATIONS W/ HV BLADE .& HV CENTERMATES 2000 Max.r Aha ASiM A-653 CRADE 40 Kn.G-60 GALv.STEELZ'-T�?x•�' 83 __— METAL STUDS AT 16-O.C. O -- 43b INTO METAL STUD. WALLS ,�© ° o�0 m . ------- _I a s'D.C. 40 41 ------ 1/2• a7s "' ® 1/-4'o NOMINAL �w W 3 * G ONS 0 USE ALUMINUM SLEEVE �_ --� FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6°63=T5'ALLOY 1 3/4•x.6 1/4-9 0.035•THICK Mn. 43a 12 " SYSTEM INSTALLATION TO METAL STUD WALLS CONT.CALV.!I TRACK CHPNNEl. O 6.O.C. O 6.O.C.^ '" j C' ASTIA A-653 ORA.DE 4o Yin.G-60 T IL SEPARATION TO GLASS SCHEDULE n _ 3.°°°'. GALYAIIIID FA5770JED 7D STUDS , 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75. sf L- w (2)/Gxt/2•TEX SCREWS ON I DDSTINC FINISH 39 (P ) I M(20)R&EXIIILOR FACE I -AS APPLICABLE _O N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM I MIN. SEPARATION II ASTM-E-1996. SEPARATION 43c LENGTH f EXISTING GLASS—I TO CLASS 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS. ® ' 4"�-20X3 BOLT -(SEE SCHEDULE) 43 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED C@') 1 THRU 3 7- - - _ WITH 21 ARRANGED_ -A S METRICAL LAYOUT. _ MUSE PENF7RATE 3c 1" �- - - 1 USE 0 (2) 35 (6—LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4•x 6 1/4-.0.035-THICK Min.i EXISTING FINISH OO INCLUDED AT�IOR OR INTERIOR ACCESS SIDE OF F'1,_373"1 COM.CALV.STEEL TRACK GWJNEL I `As aPT'L,caetE I I -L� CENTERMATE. o I .250•��I 050' Im ASTU A-653 GRADE 40 Min G-60 1 CALVAIAZE0 FASTENED TO STUDS I ---- . wj:(z)/s.1/r.Ttx sc TLTrs oN T i C 43c 43a -- N 1NIaCOR&EXTERIOR FACE 1 a 6'O.C.1,\ 0 6-D.C. z /4O-20 114RLADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR V4"41 ELCO CONSTRUCTION WL W, _— 1/2- 12 38 CENTERMATE21 APPLICATION WITH BLADE 10_ PRODUCTS FAB—LOK HD 6-. , 1/2•.0.035•HDEK w. .'.:VAR1E5._ COMPONENTS Min.ASTM A-0 GRADE w S�- '- ® 6" O.C. I!.G-60 GALV.STEEL 1• '�.2�,A1dx, METAL sRuo,AT 16•D.C. ,n. _ -.1 MS WALL HEADER/SILL INSTALLATION —EXISTING FINISH AS APPLIraDLF SCALE:3i8"-• 1•' (TYP.TOP&E)OTTOM) - - — _— - —— - - 1 3/4•x 6 1/4•x 01.035-THICK Nin. f7 7EXISTING GLASS' ONT.GV.V.STEEL TRACK CHANNEL, _ _ ////LCASTM A-653 GRADE 40 Min.C-60 '—^— J'CALVANILEU.FASTENLU 10 STUDS I•.' I I - I I : I I i I i i_. •' ( I i• w /2•TEK SCREVS ON SYMMETRYCAL SYMMETRYCAL /c2)d6., 43a 43b 43c ' 'MIA s,PaRAnoN vARIEs. CENTERMATES W/ CENTERMATES W/ ' INTERIOR&EXTERIOR FACE i i i I i. TO GLASS 2 i t (SEE SCHEDULE) I ; ; EXTERIOR ACCESS SIDE ;: INTERIOR ACCESS SIDE T -- I ------ -- .-.-.. ---- -- ======N A�(6"Min.) IN - --=- o J � U [(2)42-�= 21 �. 21 21 t __. 21 ! 1(KAT D AT 12 - -� ' I _ _ HV HEADER/SILL ENDS _� _ I - -��- VIEW Y `� r 1 2 /' �.3 1/4 (TYP•)-^16 t/2"(TYp.) - __------ '7,-��(6"Min.) -- 24 TII SIDE CONNECTION TO TRACK (Cont.) 7"----- 6 1/2•MAX. SLACK- BYR BLADE SLACK DETAIL HVF BV_Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .. . . ...•........A```ONR P. �i/�TAAAAA'''' .. .. .. .. .. ®_ 2°15 EASTERN METAL SUPPLY, INC.,. BERTHA HVT11 IL E C O im,. A■S.S.■A. Accordion Shutter System H.V.FADE#1 W/OR W/O H.V.WINDOW BLADE % 1 = American Shut#er Systems MV.N DESCRIPTION DATE. .DRAWN OT: ML TII:LT TESTING JY ENGINEERING.COMPANY Association, Inc. t OLD 11-192 4/13/15!NQF: 4/13/15 6355 N.M.ECM.SL.Aa.SM VIRGINIA GNtDDIIS.ILORDA 331 4OdS Drive .2. DRAWING No � � ` Phmle (305)671-1530.Poi:(3°5)871=75314268 WeStFO ':��c� •`CORIDQ.��� ° " E�Oco7719 West Palm Beach, FL 33407 i 15-085- - ' S' (? ;•� WALTER A 71LUT Jr.P.E. I E�r7�A1%r ((�t>1 C�DATE FLORIDA Lx.d 44167 6 SHEET OF 20