Loading...
HomeMy WebLinkAboutProduct approval - Accordion Business & Professional Regulation rA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search FI rca du Product Approval at USER:Public User Product Approval Menu>Product or Application Search>Ayplication List>Application Detail • • FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irod rig uez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1) PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 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 FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ: Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM,PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 1.08 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf Created by Independent Third Party: Yes 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 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max,Span is 16'-0"for 30 p,s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade, 8'-0"for+64, -72 p,s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p,s,f,for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f,for HVSA working in REPORT,PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389,3 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 HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes fi,tk Nexi Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Qpy 1 ht 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: ® a ® °�"'� GENERAL NOTES: 1. BERTHA H.v. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE WITH THE 2017(Stn EDITOR) OF THE FLORIDA BUILDING CODE.THIS ACLOROION SHUTTER SYSTEM WAY BE INSTALLED AT MCH VELOCITY MURRICANE ZONES. DESIGN WIND LOADS SWNL BE DETERMINED AS PER SECTION t620 OF THE ABOVE MENTIONED CODE,FOR A BILL WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS OL INSTALLED WITH A DIRECTIC'AL'TY FACTOR Ka=065,USING ASCE /-10 AND SHAD NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INCUCATEO ON SHEETS II THRU 15. 19 a 20. AREA I; HV BLADES T,k 1141 N ORDER TO VERIFY THE ABOVE CONDROK ULTIMATE DF SIGN WND LOADS DFTERMINEC "ER ASCE 7-10 SMALL BE FIRST REDUCED TO A.S.U. DESIGN MVD LOADS W MULTIPLYING THEM BY 0 6 IN ORDER TD COMPARE THFSE W/MAX. (A S D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I THRU 15, 19 a 20. GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 H ORDER DI VERIFY THAI SYSTEM'S ANCHORS ON THIS P.E.D.,IN TESTED,WERE`101 OVERSTRESSED.A 33 X INCREASE N ALLOWABLE LOADS FOR WIND LOADS WAS BV USED TI MOR ANALYSIS. BURMA SYSTEM COMPONENTS 21-37 SHEET 3 N.Y.ACCORDION SHUTTER SYSTEM"5 ADEQUACY FOR HAND MIO LARGE Ae55M.E IMPACT LOAD IMS BEEN VFRFiED IN ACCORDANCE WITH$fC71pN 1626 OF 711E A6p•E MENTIONED CODEAS PER ATL REPORTS. TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BADE QI IT0214.01-03, /071501 03, /1004.01-05,/1214.01-05, 00317,02-06./0509.01-10 AND/0210.01 IiAS PER TAS 201.TAS 202 AND 1AS 203 PROTOCOLS ARE a /1220.01-10 AS PER TAS 201,TAS 202 a A 2; FIV BLADE In AND FIV WINDOW BLASE IA5 203 PROTOCOL$LARGE MISSILE. - -W WINDOW BLADE OA J0505.07-08 AS ;AS 201, 202 a 203 PROTOCOLS AND 0725.01 06 AS PER TAS 202 PROTOCc: i (WHERE APPL.IC6BL4 UIOE I AND IN WINDOW BLADE ON LOCKS 2 HV R ® ARE ENGINEERED TO WORK N UNISON WrtN EACH OTHER UNDfR TE GENERAL LIMITATIONS AND CONDI'lONS OF USF INUXUTEC ON SHEET 19. TYPICAL SHUTTER ELEVATION a NOTES SHEET 5INSTNIATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HN SCREWS),USED AT SLIDES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL Ut / 14X2-75 AND / 14X1,75 RFSPECTIVELY. 410-HT MIN'MUM CFNTERAUTE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 1350 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PWS SHALL BE COATED WITH BERTHA FIV OACROSI9ELD COATING SYSTEM AS 1NNUFACTURE3 7Y APPROVED COATING APPLICATORS,RECISTERFD WITH NKRICAH SHUTTER SYSTEMS ASSOCIATION PINS MUST BEAR THE M/MARRING ON THEIR MEAT. CENTERMATE ALTERNATING DETAILS HN SHEET 9 4.ALL ALULNUM FX-RUSIONS SHALL BE ALUTAMW ASSOCIATION ALLOY AND IEMPER AS NGICAIED ON SHEETS 7 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TIB ALLOY IS 31.7 ksi AND 35.7 VII ENO CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 FOR 6005 TS ALLOY IAAXIMUM SPAN TABLES SHEET 71 5 ALL SCREWS TO BE STANLES$STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION 50018 WITH 50 ksi Lett.YXID STRENGTH AND 90 ki MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6. MOLTS TO UL ASTM A-3117 CALVAN7E0 STEEL OR AISI 3G4 OR 316 SERIES STANLESS STEEL WITH 35 kri MINIMUM YELO STRENGTH ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 141 7. SEF THE FOLLOWING SHEETS FOR ANCHOR SPEaFICA7IN15HN BLADE 1D : 12.13.14,14A.15 ANO 20 ANCHOR SCHEDULE- WOOD SHEET 15 HN EWADE O a @ WORKING IN UNISON: 12, 13 a 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS 5-X.WOOD SHEET 17 IL THIS BERTHA MV.ACCORD-ON SHUTTER SY51LM TEARS A U.S. PATENT/6'779,582 COMPONLNTS Cr THIS APPROVAL ARE COVLRED. In WHOLE OR N PART BY US. PATENT/5'458,175 ISSUED TO END CONNECTION DETAILS 7-12 h X, WOOD SHEET 18 EASTERN METAL SUPPLY.INC. 9.R SMALL BE TK RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Of THE STRUL:NRE WHERF SHUTTER IS TO UE ATTACHED TO INSURE PROPER AMCHORAGL CONTRACTOR TU $EAL/CAULK ALL SHUT"COMPONEW EDGES WHICH REMAIN,T4RU FASTENING IN COt,nNLCUS CONTACT WITH-H= BUILDING TO PREVENT WIND/RAIN INTRUSION AREA I HV WINDOW BLADE lA ONLY 10.EACH UNIT MUST BEAR PERMANENT LAHR M A VISIMF PUCE WITH'WARNING NOTE. DURING PERIODS OF HURRICANE WARWNGS HOME OWNER,T[NAN-. OR OTHERS, MUST PROPERLY CI OSE ALI W AND HD CENIERMATES AND ENGAGE OR UOCX Al L HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11. SHUT7kR MANUFACIURE71'S LABEL SHALL BE LOCATED DN A READILY VISIBLE LOCATION Al ACCORDION SHUTTER IN ACCORDANCE WITH SECTION '709.93 OF 7LORIDA BUILDING CODE. CHL LABEL SHALL BE PLACED FOR EVERY OPEM4G.LABELING TO COMPLY MTI SECTICN 17099.2 OF ME FLORIDA BALDING CODE. AREA 41 HV WINDOW BLADE(11)ONLY 12. BERTHA H. ACCORDION IS APPLIED M.V ACCORDN SHUTTER SYSTEM'S INStALUT10N SHALL COMPIY M 01 CH SPECS 01CATFC TM IN S ORMVIN'G PLUS ANY BUILDING ANU ZONING HEGU-ATFJNS PROY10rU BY THE.URSOCTOA WHERE PERMINSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13.(a) THIS P.E.D.PREPARED W THIS ENGINEER IS GFNER.0 AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; '..e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO (6)CONTRACTOR TO BE RESPONSIBLE FOR THC SELECTION.PURL ASE AND NMALUTION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O.,PROVIDED IC/SHE GOES NOT DEVIATE FROM THE CONDITIONS DETALED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.L.D.WILL BE COVSRDERED NVA.IO II ALTFRED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (LU)SITE SPECIFIC PROJECTS SHALL BE USE TI W A FLORIDA EEGI$F RE ENGINEER OR S A DEE WHICH WILL BECOME THE EN. ENOI OF RECORD(E.O.R.)FOR THE PROJECT AND WHO W.1 BE WINGS OR FORVIE TFEF PROPER USF W THE P.E.U. ENGINEER OF RECORD,ACTING AS A DELEGATED DRGNVECR TO THE PEG. FNONEER SMALL SUBY:T TO THIS UTTER THE SME SPECIFIC oRa1WHG•s;OR REVIEW. (r)ORIGINAL P.E.D.SMALL BEAR THE DATE AND ORIGINAL SEA',AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF Rt CORD THAI PREPARED IT. I1Ij1FAE//�A/iI�i k FLORIDA BUILDING CODL (High Velocity Hurricane ZGne 111� 2017 EASTERN ME'AL SUPPLY,INC.; ENSF•.N��= BERTHA HVTM ;44 ; A S S A Accordion Shutter System * H.V. MADE f, W OR W/b H.V. varoow Bl/.LE ^" F TIL11T TESTING t ENGINEERING COMPANY American Shutter Systems ILY.M• OLxRwrN»I DATE DRAWN BY: Ml. 9Q ,c 11 Association, Inc. I OLD 15-c /C2/I DAT_: DO/02/17 �(k'•. P c, : ass kr a:(% sc.71 RIs.wlc A. cAOOa,rL RCA153 3116 4268 West RooOs Dri Ye PnoT< (s05;a7t-1536.Fa.:(s05b71-1570 2 DRAWING No s G --III:tiR•cosnt.0- west PaBeoch, FL 33407 3 �QNALE�. EB 0006719 Phore. (800)432-2204 . Fox. (561)209-8380 4 7-122 ' WALTER A 7ILLR Jr.RL. P.E.SEAI./YICIOUt1TEJd1TE FLORDA Uc./44167 5 SHEET 6 1 OF 20 •-J'.fIXt.Rn]l1Y 6WC . VARIES 2• _L976" ,4a tl zq r x.857' 4.969• � t .7� m� ` I HV SOLID BLADE 3)HV UNIVERcAL FLOATER ` r. COVERED UNDER US PATENT t 5;HV 90'z180_STARTER 5458179 - QUALIFIED FOR USE w/ HV BLADE/T, 4:HV DIRECT MOUNT OUALIFIEO HV BLADE L'SE W/ HV WINDOW BLADE* 6005-T5 A.10`' AND TEMPER i1A. QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER "SEE LNIITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE�,1� 6063-T6 ALLOY ANO TEMPER _ 3.226- 6063-16 ALLOY AND TEMPER .3732- 065 —� ea �? 124' ).556" I MP-) �' ?" _ 2.670• ' or, f• � .994"= 42 0 0.072. -- ... 7• 7 HV ADJ. ADAPTER W/ISP — 4.436 L 1 •rd ' 1226' QUALIFIFD FOR USE 'X/ HV HV WALK—OVER TRACK —A20 6 HV ADJ. FLOOR TRACK 6063-T6 AILLLLOY AND TEMPER QUALIFIED FOR USE W/ HV HV T"CH TUCK _ 3.750" WAUf!ED FOR USE W/ HV BLADE.,T QUALJFI DEE O USE 1 Q HV RAINGUARD RLADE'T, 606]-T6 ALLOY AAD TEMPER 6063-T6 ALLOY AiO TEMPER i 936" 6063-16 ALLOY AND 7EMPER �QUALIFIED FOR USE w/ Hv BLADE(1) 1.91/• , '— I' 4Q wwcs L93a� 5063-T6 ALLOY AND TEMPER I-`,� 083, isg -06r 7L-_.I_ _ .. 1.670� Pv'' i ,:J 3' �•I ;y 670 3.520 -_ -.3,329" 1 HV HEADER/ I 1 '11 HV CEILING HEADER `~�' � 13; HD CEILING HEA�ER� u 1 QUAucu FOR USE W/ HV BLADEit`'.ONLY, QUALIFIED FOR USE W/ HV BLADE 1;ONLY -/c�� l SEE SECTIONS FOR VALIDITY`.) 6063-T6 ALLOY AND TEMPER= QUALIFIED FOR USE W/ Fry BLADE, HD WALL urAncQ/cul 6063-T6 AHOY AND TEMPER SEE SECTIONS FOR VALIDITY. `f QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 11 ONLY. --% 6063-T6 ALLOY AND TEMPER L T COMPONENT a T1 T2 � K X YMN t al X Y _t 2' 13• VAX. 1/8' 1/6' 3" r 'o.c90 8 t6 i Y s�'MAX. o.wr 0192" 16 SIDE ANGLES x QUALIFIED FOR USE W/ HV ALUMINUY�GMSS 2.5' r MAX 0.190• 0.190" �20 CORNER POSTS SLADE(IJ OJALIFIEU FOR USE W/ HV _-- QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLACE_I;ONLY. , 2" 5'MAX. 0.139" 0-,31' AND TEMPER BLADE',17 6063-TE ALLCY AND TLMPER 6063-T6 ALLOY FLORIDA BJILD!NG CODE (High Vetocity Hurricare Zone t:Q\•`�.••..•. 2017 FASTERN METAL tt� S• ✓9 i SUPPLY, INC: EN . IGF' BERTHA HVYM �IL EC O INS. A.S.S.A. Accordion Shutter System Kv. BLADE/T W/oR w/o KV. VANDON BLADE TILLIT TESTING 6 ENGINEERING COMPANY American Shutter Systems iiv.No1 OEscnmTl;,,- 7 oAtt OIMwI BY: M.L S ATE OF W�3 h 360%W.,71 JOS,vlR na GNDENs,nORry 33'6 Association. Inc. t an is-teo /92/1 oat: Oe/a2/17 �` ` Pne�. (JC5j671-1536 fea:('55)671-'531 4268 Wes? Roods Orivt 2 ��'•. :'�4{r tit a-mm:uitxoeaa.ccm West Potrn Be-h, FL 33407 J _ -- DRAWING No tSs+ G\ tt EB 0006719 Phone: (800)432-2204 . Fae: 561 209-6380 a '7�''l of (t wF TELORDA LR a.TILLR 4A 6 ) LL •R,E, 1 �DATE ir.; t67 6 SHEET 6 2 OF 20 4.660 - _HE' Cw J45__ 2,293' C334' F-IAT i wousec E—R 1/.-20- -M CAST 2,293 n,RrADED ro P7706 LL A KM(C.ROK (CHnow�M) _t , _ 4 4 ��l HV CIENUIRMATE :L INA% HV I= HV EGRESS LOCK OUALJFIFD, FOR USE, W/ HV SLADE. Kik ONLY ff-R."MM-CER MIA OUBLADE OR tl'SF W1 14V OUALJFIED FOR USE W/ HV TE 6065-76 ALLOY AND TEMPO' OUAMED FOR USE W/ HV BLADE 1,1 & I A�ONLY _iz�� a IE�� '�i& 6063-T6 ALLOY AND rEwPEA' gy CORNER Cammwr ONLY. BLADE 5,ONLY. Out 11FIED FOR USE W/ FIV BLADE12 ONLY 250'O.D 2,1174' ALLOY AND TEMPER 71 6063-TG PLASTIC R!"D 736• wn. MOLDED To 4 SCF 2,07jr 1/4-0-20 x 3/ 4" BEFORE RIVETING MJT* S.S. HumsscgEw 114*0-20 Ill V StRIES 9444 ALLAlftlM(2024-T3 N-LOY)LARrE FLANGE THN IP SHEET IfUrSORT..PART 10020,AS k%WJFACTURED BY AUM CHOW rEXTOW.PMSIPPEHY.NEW XRSEV 07064 OR ECUX, PLAN now UXMTCN 28 HV MALE "T" LOCK CIENUIRMATE -ITERMATE tf LOCK (g HV ALTERHATIA K 27 LOCKER FOR "T" LINK CE RMATE QUALIFIED FOR USE W/ HV BLADE:T'ONLY f9 'T' LOCK r,F CUALIF-IED FOR USE: W�% 6063-TG ALLOT AND TEMPER QUALIFIED FOR USE T 6063-T6 ALLOY AND TEMPER- W/HV BLADE 1,ONLY. QUALIFIED FOR USE W1 HV BLADE( -ONLY QUALIF;LO FOR USE W/ HV BLADE 1"ONLY BLADE T�ONLY. 6063-T6 ALLOY AND TEMPER' 1917 1.161 T_ HUMffrURN i3l CYLINDER OR g, •063 L_• KEY CYUNOFR 724 0.675' 1 .125*M_ ND CIENTEMW�/�ME�1011',KTAG ROD 0HUDALIF91EPARMATE W/ LM41MG 0 F-1 OUALIFIED FOR USE OR USE W/ HV BLADE(I;,& .1!0 6063_T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TFUPER 33 HD CENTERMATE'S INSERT QUALIFIFD FOR USE W1 HV BLADE ..... .VA t2,MIN_ (I-)& 6063-TS ALLOY AND TEMPER K 0-20 SS OR 3/fi'# /2- FOR i&4;.THUMBSCRM L OD i OR KEY DET.LS) L CY`� — L'.5 CYLINDER I� Mes leis HD LOCK 1. Its.. LOCKING 11011Z�, QUAIIFlE0 FOR USF W1 HIV BLADE,!!) C& 3/S"0-16 ACETAL 20-ALSI 304 BY REGLNT HAR~_MOH(ISE LOCKS SLRIES 2333 If"JMIA=---- 6063-T6 ALLOY AND TEMPER THUMBSCREWS ARIES $.S_ THUMBSCR211- QUALIFIED FOR USE W1 IIV SLADE�j)& (DA �kJNSTALLATION WILL REQUIRE A 7/16- HOLE OMLWWAI ED FOR USE W1 HV BLADE QUALIFIED FOR USE W/ HV BLADE"i� LED AT TRACKS FOR PROPER EMBEDMENT FLORIDA BUILDING CODE: (High Velocity Nur icone Zone) 0 2017 EASTERN METAL SUPPLY.INC. ' CENSE T� ' BERTHA HVTM Accordion Shutter System Ml E co , A.S.S.A 1 L Kv. &ADE#1 W/DR WztFLV.V&WW 99LADE 1111.1,17 TESTING & ENGINEERING COMPANY Arnericon Shu"ar Systems RFV-Ne DATE DRAWN 9V* ML St.St. 3W 1«c.w CAR Dib-llu 33164 Associaflon, Inc. f OLD�•5-0110 X/02/17 DATE 06~7 4268 West Roads D'i" PbP,K (305)1171-1530,�m: J175)671-153! 2 West Palm Seoch, FL33407 DRAWING No Lit _ 719 Ph— (800)432-220A Fo, (56IN20Q-8380 17-122 LB WALTER k TaIn ff* PE SHEET FLORIDA Lvl,#"167 4 3 OF 20 914- *NOTES ON HV LOCKS AND CENTERMATES: f '9-045®•� 1. MANDATORY CONDITION H_ ONE HV LOCK 23 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BE:LDW 1 2 OF SHUTTER SPAN AOR SPANS UP TO 105•,AND FOR INST TIONS T ANY • 9 fc c 1 M w s T u ELEVATION. HV LOCK I�4 or p MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED To��OR 4 I (� �i CENTERMATES W/(2) 1/4'6-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON "LY �3 TYPICAL SHUTTER ELEVATION. f' I 2. T/ I ADM- TWO HV LOCKS 2} OR 25 OR ONE HV LOCK 24 OR 2 W/ TWO �D.1✓•. * LOCKING RODS 39-AT TOP & BOTTOM SHALL BE T/SEQ FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK 24 OR 25 SHALL BE ATTACHED TO 21 OR;?2 CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION /1. LOCATION OF LDCK-/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SWILL BE DETERMINED AS PER SCHEDULE /3 ON SHEET 12. 3. IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W LOCKS 24 . 25 OR 26 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21 4 -96( I LO 22 SHALL BE S IHDICATED ON NOTE (1) ABOVE. '^` LOCATION Of LOCKS SHALL DC AS INDICATED ON TYPICAL SHUTTER ELEVATION. EF 4. OPTION&CONDITION J2 (VAUD ONLY WHEN MMOATORY COMITION #I OR LIIUfrED MANDATORY CONDITION. N ; i f2 IS USED W/TWO H.V. LOLY(51: LOCKING RODS g ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS M OR AN ALTERNATIVE DEVICE 9 a6^. 1 I MAY ALSO BF USED AT STACKING POSITION (NON HURRICANE POSITION). Md w�...wvt &• S. • ONE HV LOCK�f S ML1 BE USED AT CORNER CENTERMATES FOR ANY SPIN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 a2$SFNLL BE USED AS AN OUTSIDE OR INSIDE LOCK >h 4 c T ATTACHED TO 23 CORNER CENTERMATE W/(2) 1/4 0-20-x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DCTERMINED AS PER SCHEDULES SHOWN ON SHEET 12. / 1 1s 4 �`E'^ 8�s ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LOCK 4 a FOR ANY SPAN AND INST CATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'6-20x3/4'S.S. THUMBSCREW TO Cl OR;E2:CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. j RNNUT AS SHOWN ON SLCTION WE. SHFET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO �I LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANOAMORY QN0OR KEYSTONE 11OU11T1NL' e6[AI i 471n6[S ONE F14 LOCK Q4 or 25 a'�6 SHALL BE SEE END - USED AT 1/2 OF SFKRTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP o r [ w ■ L r ► 0 v w x TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK t+a i5 a Z6 MAY BE USED AS AN INSIDE OR ON OUTSIDE LOCK, ATTACHED TO�j or�2 SYMMETRICAL. CENTERMATES W/(2) 1%4'-20 x 1/2' LONG FLAT HEAD S.S. 18 TYP FULL I1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS SS W/ 3$ HEIGHT. 'L SA II Ut CORNER OR 37 TOP AND BOTTOM IS COMPLETELY MANDATORY. 1 J CENTERMATE *NOTES ON HV "T— LOCKS AND CENTERMATES: `J� &.; ONE ALTERNATE HV "T' LOCK ,S0 MAY BE INSTALLED IN LIEU OF HV LOCKS �4 OR 20 FOR ANY SPAN MA a s INSTALLATION AT ANY ELEVAIION. ALTERNATE LOCK 6,.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT � OF LOCK l�Q INCLUDES USING REINFORCING LOCKED 27 .AS SHOWN ON SECTION ANC, SHEET 9,WHICH MUST BE 6_-' �� CONNECTED TO CENTERMATES 28 AND r4p W/ 1/4'4-20 x 1 1/20 LONG S.S. THREADED BOLT W/ 7/8'6 x 3/32' 15•TB,a 11J•1$a•: y I j 10��•�S��ol WINGNUT OR W/ 1/4'4-20x1' S.S.M.S. INTO A 1/406: 5/80 RIVNUT. LOCK MAY BE INSTALLED AT MIOSPAN OR 12" a 18 ry To 9 yl,4 9, =NOTES ON HD LOCKS & CENTERMATES: TYPICAL 1 HV BLADE SHUTTER ELEVATION 1 �=14YLIHD CQUESILTES 11 OR 3 Wi . :ANY oNE ALTERNATE HD LOCK 34 MAYBE USED IN LIEU of HV LOCKS 24 OR 25 FOR ANY SPAN AND INSTALLATIONS AT ELEVATION.ALTERNATE HD LOCK'U MAY BE USED N. .S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF NO LOCK TO SS IS W/3 /8 6 3/8' F-H. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECTIONS HDB-"AND MDC-HVL, SHEET 10. LOCK MAY BE INSTALLEC AT MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIOSPANL USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. INNLdNrixAi���� FLORIDA BUILDING CODE (High Velocity Nurricone ne 66Lt1�p• />,= O 2017 EASTERN METAL SUPPLY, NC. �10ENSF.,.v�i BERTHA HVTM E C O I M C. A.S.S.A. Accordion Shutter System RV. Ill"#1 W/OR W/b FIV. WINDOW DOW BLADE * American Shutter Systems REV.N• D[SCRIM" DATE MAW,e• M-L. q1 TILUT TESTING & ENGINEERING COMPANY O Of , Association, Inc. 1 OLD 13-060 DR/02/17 DATE- 06/02/17 _••,/n_ 6.X3 Kw.lM�.A..SN.3M.VRrIJA rIAD[ns. Com• 'w.�� _�1x 4268 We6t Raaos Drive f �1 ..............OIC'_ .{r- L Plan• (sos�n-15ao ro.:(3D5)en-/s31 DRAWING No •. !) a 111 e- d:L6lwcae•w.toT West POIm 34xh, FL 33407 s/�NALEN6� TIt �EB-�6719 Phone (800)432-2204 . Fox: (561)209-6380 4 17-122 1•� WALTER A TK.DT 4r.P E. 4 P.E.�SE7t�51GNAitAi�/OAIL FLDIeDA Lk-/44161 6 SHEET 6 5 OF 7.0 PO REM CONCRETE �'OuRf D- POLRED OROCONC ETF 3LOCK a -TE CONCRETE NEGUIREOR NCZ RZ:CLMREC REOUIRED -11/4-0-2W/4'S.S. CONCRETE ANC.ORS e� CONCRETE ANCHORS I MACHINE SCREWS SHEET 13) SEE SCHEDULES ON I W/ 1/4--20 (SEE SCHLOULE ON SHEET 13) SHEM 13 14A) NUTS 0 12"O-C. f DA, "/4 ,2�,wf4,, UZ ED it' USING 1/4--20 NUTS J _E00 1/2' a 12*O.C. 1/2 V-21'M- 5) S) E. D.. C3 250* 1 ' I EA).. IN! _F.250'Mo. OPTIONAL Mx SIVAUM I OPTIONAL TO GLASS(SEE AM.SEPARATION SCHEDULE ON TO CLASS --(SEE SCHEDULE ON-- EXISTING ANO MIN.SEPAPATION DOSTING_ GLAS`&� TO CLASS GLASS SHM I') (SEE SCHEDULE EXISTINIG 94EU 11) BY WALL HEADER INST IN WAII NEMER INSTAI I ATION HV WALL HEADER INSTALLATION EX=� EXISTINK; GLASS­�- SEPAFIATION T F MIN. SEPARATION TO GLASS(SW ijOR 6�i* EXISTING TO GLASS QJISS—--(SEE SCHEDULE 11 FU.RaA.(*ZIA�D MIN-SEPAR47ION SHCCT 11) SCHC 'i ON ON SHEET 19 10 GLASS T& ---(SCE SCHEDULE Ok— SHEET 11) OPTIONAL ET"OPTIONAL 1/4"Mox. Mox- PIP --u U, F @3 1/2. OR Q E i-(C4 !1 1*j Jp - 1/4'0-20.3/4"S.S. P-MILLIPS TRUSS WAO L i M"NE SCft*S u-qNG CONCNLIE ANCJOh'.S 1/4-V-2OX3/4-SS F"LLIPS --CONICRETE ANCHORS 1/4--20 NUTS 0 12-C-C. (SEE SC-HFDULES ON TRUSS WM MACHIk SCREWS POURED CONCRETE (SEE SCHEDULES ON W/ 1/4'-20 NL95 0 12-0 OR CONCRETE BLOCK SHEETS 13& 14A) POURED CONCRETE� SHEEIS 13& 14A) -C. �ONCRETE ANCHORS OR CONCRETE BLOCK WALL REOUWO REOUIRED Hy wALL siLL iNSTAuATIoN (SEE SC4EOULES ON POURED COMCRETE-1/ SHEETS 13 a 1") HV WALL SILL I STALLATION OR CONCRUE BLOCK NOTE FOR COMISNABON OF SECTIONS WALL W QUIRED HV WALL SILL INSTAUADON AL I-SEE SHEET 4 FOR TYPC SHOWN EDGE DISTANCE INSTALLATION DETAILS WZ ASSEMBLY L-1 EC;*ICATIOkS ON SHEET 13) LE.VWA10 5 OF USIF FOR 2- MOUNTING SECWNS,�C;N IKI COMBINED T.IECT 19 IN ANY WAY TO SUIT ANY INSTALLATION, HV BLADE FLORIDA BUILDINC CODE (High Velocity IfurriCane Zore) E C 2077 -ASIERN SJPPLY.INC ME 7�ILTE�-CO ,�N.:. BERTHA HVT. Accordion Shutter System AwSmS.A. V. BLADE WAO) - WNWN ST TIL IT TES ING & ENGINEERING American Shutter Systems J� BLADE ATE OF L T COMPANY DESCRWTIOK DATE 0"' 6355 M W � St-SN 305 '4�--WOMS.ILOx�33194 Association. Inc. - ph�: (305)871-1530, I'.:(305)"1!-1531 4268 West Roods Ed,. OX 15�000 DOE: 08/02/17 2 ........ West Po m Becch. F� 33407 0 'A EP-0006719 I DRAWING No Ell, TER A nLLff Jr P E Pf­o�: (800)432-2204 . Fox (561)209-8380 1 -- P 1. rLO"O.L�.1-167 17-122 S SHEET S 6 OF 20 POURED CONCRETE ANC-ORS - + - -'-- CONCRETE- (SEE SUIEDU_I ON S-1EE7 13) Ct)OR 4'O REOJIREO �• ' EDGE OF M SNIFI , n.a Hxa[T.rw ' eN rmlaRn3Na - O s SLAB 1F Q0.9E4T•2)Iw R7 tuft - - - r' E. D APPLICABLE EXISTING WD6`'!:(•� � 144 a0mlt2 � I,1l 11 GLASS-' EXISTINGa" ) A 4tLAA rct n 1 AL'ERNATE '•I GLASSY ■■I■ f82!0,1.11,[ -FO-irEO- t ]70x3/4`HEX \ ■ INM 11) ANCHOR WAs111 t WAD T 2 LOCATION a �\ a S a 3/2 N. �12`O.C. - _ r 1/e`u.x CONCRETE AtKNORS EXISTING ' (SEE SCHEDULE DN GLASS- III I SHLE7 t3) %ISTING r EO--��-TO GLASS _ EDGE OF �, EDGE f SLAB e I 1/2- OC /2 .:�1'_� EDGE OF - EDGE OF SLAB I( W 9Itr_t.l_¢TOLLR t9.,' ,IFMD '.LL _rt_ `,I' •) }fI__-_-.-- . ---.- - � ) - /Pdv t9• --E�a♦ -.. APPLICABLEAPP7 SABLE -EO ' a »-FAOAAP ICABIE CQN APPUCBI wOrv POURED ?.l 0.fOR A♦ CONCRE7[ TOURED .9t ONCRETE ' -E.D.4- RLOUI?ED -E. D.-- REQUIME0LF4LT HEAT)CONCRETEPOURED- ANCHORS CNCRFIE FLAT HEAD CONCRETE ANCHORS (SEE SCHLOULE ON SHLET 14) REOUIRED (SEE SCHEDULE ON SHEET 14) HV CEILING INSTALLATION �8 HV FLOOR INSTALLATION t L HV WALK—OVER INSTA I eTlnu I1, LL TRENCH INSTAATION 'VALID ONLY FOR LIP To+70, -75 PSF A.S.D. DESIGN PRESSURE RATING k FOR SPANS PER ' SCHEDULE/4. SHEET 11 ' E ' o � + CONCRETE ANCHORS EXISTING I.`� s IXGLAs�1 �1oSEPAR5� --,. ' �ETu 14&SCHEDULES GLASS r T _��/1\J EXISTING -'-WH.. Ex!sIKrG -.-. - _ �O t -(SEESHET i _ r.W, SEPAtAT - AS I Nhlo"�SSr4 ) TO GLASS 1 i,i i r } SC'HEoULL I/4T5 A ox srrr• i,) I rMAX. 1 SHEET II) / n iT33a.Q acs oN I/411 PDATRS O 8 l FAWENLI6 TAPHRs w;NCR5 F/ I 1/4` 1� ® E 0_ -/70x3/4'HFX i I ,3/•-nN�¢rENr a' ' s )�-- ;t O.G.FOR OF to 6'-0'SPAY AND / 1 L u Y 1 EX 10 NEAO 4-o c.FCR SAVs IA K;M THAM _ r o'NAx APPLr 1114x3/4` tiE%NEAD�" �yy 7 3/0`. ) �V V 12 D.C.ALS E. D.• ( - SNb T'AT INURY FASTENER HE TF SCREWS O 9"O.C. ! _ z I .� ';OR 1/4"e-20 SS. Y.S. CONCRETE ANCHORSll.O . / ,/-'/I4o3/4S.D.S. ` t 3/6RTT')(Sti NrnE}{DN gfFr 11 !4FIlW/NUT a 9`O.C. r-(SEE SCILDU.F ON rT 1 1 O 9'0.C 4 cc�t SHEET u) / 11 Max .1 t 7 8 7µY-20..7/4 sb Ns - 7 t -USING 1/411-20 wn i CONCRETE AlCHCRS '3(b) �../74x3/4•F.H. S.D.S. i. L'' a/2`O.C. -ED• POLRtED CONCRETE-',, (SEE SCHEDULES ON ONE SHEE- I .-° �. O 9"O-C. ExsnNc NGI1 ST,1UCNP/L E D- - OR CONCRETE BLOCK SHEETS 13 h 1M) `SEE NOTE 1 b S 2.00• WN. NOR CONE POURED CONCRETE- SC SNFn 1K) L7.�• E.D. ri1ALL 0.+y(DEOMATME OPTIONAL- POURED - �-ED4t a 'K: MV WALL FLOOR INSTA I ATION RE CONCRETE eloot CONCRETE-" SLAB IF `.../ REOUs2ED IMou D COKWE'E RlOUIRFD APPLICABLE � - I�0{A1® J- HV RAINGUARD INSTALLATION t L, HV WALL WALK—OVER INSTALLATION e10� frf KEYSTONE MOUNTING INSTA 1 ennu NOTE FOR j',QMBINWV, OF SECTIONS: - NASNIW S,,j OESIt,'N R✓lSSAE: 16•,-72 Psi •E. D. - EDGE UISTANCF TN•S REMOVABLE WHEN PERFIAALLORMED BE uuxfav SNJFR7 SP.w a'-c' ,_ SEE St LET 4 FOR TYPICAL°IAITIER ( SPECFtt'ATbNS ON SHEET 13) ADJACENT NHEN FERFORMEO . e A�S OF FOR INSTALLATION DETAILS W �:1. HV BLADE ASSEMBLY ADJACENT 70 AM OPERABLE EXIT 2- MOLINTMIG S'_CIIONS CAN BE COMEMMILD OR ENTRANCE -y IN ANY WAY TO SUIT ANY INSTALATX)N. f. ATEA1�'t (,RlrA. BUILDING CODE High Velocil IIUr!icone ZCrre 2017 EASTERN METAL SUPPLY.INC. d- .OsT BERTHA o Accordion Shutter S ystemLCNA S S ANV. M"01 W/CR W/o HV. VANDDABLADE e*; American Shutter Systems -a }{/�( 1 TILUT TESTING h ENGINEERING COMPANY 7eEv.NP DESCRWTWN DATE DRAM BY: ILL • 9 TATE OF `� TOM N.N.7fta.3t.St..305.naso GARDENS.F m 331 Assoclation. Inc. 1 OLD 15-OTIC roi/7 DATE: 0E/02/17 v i,4 Pnone:(305)871-1530.Fm-(30.5)871-1531 4268 West Roads Oriw •."�s .............•G�A 0 , J11-000611, .,oc uA4x:,NiaW.com West Pam Beach, FL 33407 S DRAWING NO S�Q P g '4 WATER-0001611Br.PE FI one: (300)432-2204 . Fox: (961)209-8380 4 /� •P.E' TE FLORIDA Lin.1 H,c7 �_ �G 5 SHE=T a SCE NOTES ON LOCKING IYJUS©,try LOCKS© oUT ,a IN7 EXISTING GLASS INSTALLATIONS W/ (1 , HV ** AM ALTERNATE.V LOCK®ON SKEET 5. MADE SACK DETAIL HVF IS VALID cOR Ali BLADE W V CENTER TES CENTERAtAIES MPLI,',ATION MTN RIADEQI SEIE END WALL NEcnON 1 D`®w©' ®•©' O R —E7(15T NG GLASS QETAILS C $14E'TS Q 2"e2"d/6's0'-2" ®.®cR�• _.__ 7' 6 I/2' _ 7" ; (Btl6J-Tb ALLOY)Mll/1. _ ANGLE w/(2) 1/4"4 TARCM (]�_` ANCHDft DDp„�� I t/2- ae©.®,' QPPCSINY SYMMETRYCAL -- _� nDProonM• CENTERMATES (4f1�1/z"s.rz ro wff� flxa/4 FULL a RT, ENTERMATES AUN sEPARAT,oN I AT EACH ANDLE M" ( I f 6c, ruu LENnrT. I W HV LOCK or W/ HV LOC - PARA t ' I * (SEESHEET I7J ON tj/ ! J �� a �'- 35�* � IN � 3 I i 1/2ID- LO �O ® 1 `O 0 - 10 ®«© HVA a HVB e, HVC �©�('� EVSTING GLASS rw TEC BLOCKNCW EHEC xISTIN(:� ®°• ® �.:1 ©�" c-—— - - —— — Q'V- __ i REW�ED GLASS O•®�® lsnN j r SYMMETRIC L y 6 7 a 6 - �,.r - - -- Gnss LO y,EN{�TV/ A -'E - L I ®+®+®•® +®' 1AR1 eLASSoN 5 � MIN- yr©•®^ a ®* HV LOC Ge ...... � s (SEE s HMLE ON a 7 SEv0.RATIGN I{`L]J4 (C4'FRIOR ®•®a®•®e�a®arO SHEET 12) 0 GLASS __-... (SLE HEEr 1) I IN� OFIIONAL _ uI •� L C7 VN SHEET .i) � (INTERIOR) U 1 ---- -- --- --- -- ---_ t. - - -- - -CONCRETE � J __... _—_—_--_ VARI l t F� ANCHORS 0 f / s 1 sn� 3 3 I w OUT 6 T/2'wAx sLAuc HVD OUTJ (ODOR) HVE HVF** � _ FLORIDA BUILDING CODE (High VelocityNurricone Zone tti{t6 ••••••. /T4/ ®201/ EASTERN META;SUPPI.Y,INC. �GENs6 •'.9 z BERTHA HV. ` A■S■S■A■ Accordion Shutter System IL ECO INC. * ; KV. BLADE*1 W/OR W KV. MINDOTv�ApE American Shutter Systems REY.M Dcw.wTlDN DATE mNIIIN 9TH N.L. .p TICCIT TESTING k ENGINEERING COMPANY iF '•.;, ,�, 685 rIM 3f%•.>�.Se, ]D5.•IK—uADM.FLOP—531 AisOCIOtlOn, Inc. 1 OLD •5-oeo /a2/7 DATE 06/D2/17 Phcie (,05}671-1530 Fa (3',75)871 1531 4268 West Roods Dhw ........•••'1.\ ,tE .-mot u4-6aol.cor.1 West PDIm Beach, FL 33407 y DRAWING No tSsl� CNEA r••t E9-ODO6719 Phone: (800)432-2204 . fax: (561)209-8580 L 44 Ml DAN TER A.TILER Jr.P.E. 4 PC /....TE rl09lO{Lit.f{{167 5 SHEET 6 0 ALTERNATE IN HV " L0C � H MALE./FEMALE "T" LOCKS-CENTERMATES OCK , W ) HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 at 18 INSTALLATION Ji HV BLADE t "'S�"``� W/ HD CENTERMATES �3 3z. 33 OUT yt,� IN WADE®SIMM XTAIL IfvF,WDILATeD OV sl+fFr e, As WFIL AS—AMW n.M,wf.&/OECDMTA�100- 0. "V°•©•Op® V'•®a =ATW ON T/GS SWr.1YY BE VSm wN.,NIS ALTllR-T• i , -T acro NVc SMW N THM SEE END WALL CONNECTION '®"©•�©•©°' D� ON SHEETS 10 k 16 ♦r.0.I W/(2)1/.••tlR:M I v I�,pyE) 01KT+ IO'IOMI) i /A'.ro CONt9ETL �— mar, I 11 OT,rsuu-.LST ; fN .•cc"N.aF (� (4)NV. _ - (4)ILv. liVT6 ra sorTs. �, 30 HV "T" Bab trop.) �`. 4 Pala UW) I• ToaMt C Ej LOCK (INSIDE) -�— aB �7� wr I ---------- J — �-— - — — 41:-'— p• Y I/x• O s \ r 1 0E ® OUT 31*9131 aa® 3,Da®- L 3 31 oa (Z 1/4" 0-20 x 1 1/2' S.S.M.S. - caonowu *srr NOTE a FON W.oa®. w/ 7/8'e x 3/32' WINGNUT. (� j HDB—NVB OVT HCC—HVC 1.IOOK.cN S IEE-,. gHV -T- LOCK (OUTSIDE)- SYMM RICA H® _B CENTERMATES 51MMETRICA HD CENTERMATES uVn* W/_ LOCTE KAEXRIM WL-&OCLINTERIOR� t sETI,Es w«A,uwNUM i1SY 207A-13 ALLCY)LACE FIA-A t� V((V,,���J ®°•©•(OO�,��eO�•®�' S.0 El NIITSCMf,aAJTT JSTG, —�w®.'©•�`©•©' AS MNurAC'KD tlT AVOL CkZR f TEYTOf .YWtS�ENY.NEW JENSFY (D-0 pa©•O.®a O]U5A OR EOiYLL. T *$a NDTIS al Inc,ao IRfA,NO r0®Loc'.4 wr 5 `•� /- �.• �#IMAEA3r FId wAWO OCTNM0..^-Mr 6 •dl0 T W ALL QVIFRM.lE3 AIPJdITfhS'ATTN BIAf:E Q HDD-HVD** FLOATING STACK JrAJ//..... FLORIDA BUILDING CODL (High Velocity Hurricane Zoneti i'�P\" 0 2017 EASTERN METAL SUPPLY.W. temE Accordion Shutter NS .• v_ BERTHA HV,. L * E C O ,a,c. A.S.&A. ND01N H V. BADE , W/GR W H V. BADE American Shutter Systems KVJ4. TJMWTTON PATE DOM T`. ILL *; TILL)T TESTING & ENGINEERING COMPANY O ars W.xm.s Sw x>s.vrNa.1 CARC M:..oaa.s la Association, Inc. , an 15-W D.a: Deroz/,? '• ♦268 wcsl Roods Drlvc A, Fhon. (soskl7,-(sap ro.:(305)871-153, = DRAWING No . fA ••'••........••' (` Al � west T'ul•n deotr, (L 44407 V�S -,TrT:uE.ceoao'coT 3 `, -`(�� ,II EB-OOOa71B shone. (apo)+s7-2204 . F— (561;209 83W 1���'�� •�A' c{`Sv�0- WILTER A.nl llT Jr. a E. 4 PI. A'ayyy9vu,�,EMa,,•BATE FOR"LK. /"lei a SHEET a • POURED CONCRETE OR - —POURED CONCRETE _ POUREU CONCRETE ^ -- CONCRETE BLOCK WALL OR CONCRETE _ OR CONCRETE pWRED CONCRETEOR CONCRETE REWIRED BLOCK WALL RFOUIRED BLOCK WALL REQUIRED _—. --7z OR GLASS CIt WALL REQUIRED ' CONCRETE ANCHOR� F%tS71NC GLASS �. _�_- _� —EXISTING CUSS O 18"O.C. i `.--..2"MIN. �— ...)—— MN.SEPARATION —T__ '-2"MN- E�STING GLASS WL SEPPM710N TO GLASS(SEE 1 - 1 1•_ ,L' _ r SOl'IJULE ON SHEET MR SEPARATION EO EO S ULE TTO wiss(SIX 11 FOR BUOE S;Np 10 GLASS(SEE I Wt SEEPNWION 11 FOR RAM SAm 1/16'.3"MAX— W SHEET 19 FOR SCHEDULE ON SHEET ! TO LASS(SEE ON SHEET 19 FOR (�3-T6)CONT. RIDES�1`t'(� 11 FOR HIDE l' AND SCJEDIAE ON S¢T (LOCATE A/ 1 BIIOES Tt((I) ALW. CLOSER I _. ON SEf•T 19 FOR 11 FOR BLADE tAND EII R SIOE'� PLATE. (LOCATE 1/2 1 9/l�4 ajt 11� 1/2• 'CM SEEr 19 FOR of S AT EITHER MN) ' I`� BASS`qit —� Or.4 1 1 IMM. .—_� _.. ' e•uSE I'OR 2•MAX- 11pXi/?'T.MS. _ 11�0 16'S.D.C.J ( --- I -----�'=-!AM--IC°NUM CL1Ev) 8.0-2• e 16 O.C. _ ANGUE (6063-16 ALLOY)AT MIDHIEIGNT 4 O 010.1/2'S.M.S.TO f4)t ' (2)1/4•0 TAPCONS ANCHORS TO 1 .S SEE OETN( X FOR/ Ho •C WALLAT 1.O.C. (LOCATE AT SEE DETAIL X FOR- OR i r s OE TOONNFc ( ERNER sE)E ofUT T 1SIDE CON Ecri N w� 7« ^q. ,w SLE DETAIL X FORo- -e -s + ' - I -4� ®"l�.®- SIDE cTO TRGA'CKS i -C�•s• e ,,^o.•. -©•O v ®-(�)•07•t4- _06 END CQNNECT ON DETAIL J) END CONNECTION D Tel :21 END CONNECTION Q�uu END CONNECTION DETAIL ',4' j `-- POURED CONCRETE OR y` ♦REau1REc oNLr FOR SPANS GREATER THAN 12•-0• E3USTING cuss CONCNE'E f3LpCK WALL r"SnNc /'� /'� REQUIRED _ _ CUSS 4y - ( 1� UK Sf5MMT10K 010.1/2•S.Y IIl SEPARATION `l _ .------------1 `--/r`-. TO LASS(SEE a 16'O.C. \, W GLASS(TEE Y •` —- ---- - _ SI FOR W BEET \ ON%EVD;' a __—_,7- -_---may DR®OW I l F(yt BVOE 1�INU CONCRETE �.1/T`MN. II FOR BLAOF SA/p -__-____ _ •' �1 ON SEEP 19 FON ANCHOR C. - ON DIESSHE19 FOR r I -------------- 0 CONCRETE SACS,Ali! /U ! t 2'O-L. - BLADES •--f VVV..7 ANCHOR I �.-. f�1 � ___- � ---- 1 OR(1 2 O.C. - F 1 YeN.— t_ Eo l 2"►8N. .5 I I 2•MIN. •� L--7- EEigNS Qi USE FOR �\s.,JI OP.CB�ORi7 7�OR//�� -AT 19 17/IQY���CPI,� VIEW Y r•--- OR ;� .Q� �1 OR �' -t�•�s� �J°' -� - DETAIL �- POURED CONCRETE OR 1-- ' X CONCRFTE BLOCK WA:.L - -©•<�7-��-t�• - '+.�• -C�•It�'- •+�- REWEt£D �•�-®-L- (g)-c' -04-0,-04-�.•�- N IN ION w''O'@"©'0•®- �� '01-0•(3-08-(t n HV BLADE OR HV WINDOW BLADE INTO ®!� �° �- "''"�' '©'� CONCRETE OR CON _It�TF Ri nrr; WALL END CONNECT! AIL I,5; �e•�.�•(;..�i .sON—DjEJAIL + 1 rLORIDA BUILDING CODE (High Velocity Hurricane Zone! ++�P`.••" ENS�/�_ ®2CI I EASTERN METAL SUPP_Y, INC. SF' 9 i BERTHA HVT,1 A■S■S■A. Accordion Shutter System i� V. BLADH#1 w/ort W/0�v. W DOLM BLADE TILUT TESTING t ENGINEERING COMPANY American Shutter Systems REV."* oEx16vTKM1 a„Ff: aRAwN TATE of Br M.L Q Bass n.w aNn se..s�aw,nR.I.A uwoers,n�Rw 3a, Associaflon, Inc. OLD u-�6 Hoyt DATE: x/62/17 Fine:(305)871-1530.Fs.:(305)871_1531 4268 West Roads Dnve 2 ��S n•..,,ID,..•(•�'•a�AdA, *-mw:tiXscooea. West Prom Beoch, FL 33407 a DRAWING No �v`Itlt WALrG 4Fa-�WT1I.P.E. Ph' .: (800)432-2204 . Fa•: (561)209-E3W 4 17-122 �•.S TVRE'/DATE FLORIDA Uc-!44167 s SHEET • 10 OF 20 _ X000000 = moa ��oo�Joomomaooaoovmaooaoom0000voo lac©oomo�oe�ca©oamaaaaaaaaamo aaaoava - - ��omc©oee�oo���aaaa©ao�aaoaoo ooamaaao ` -�ccvoo�egaem�eao����J�c©occvvaa�Jaaoaaac - �Qomococ® c�oc©oeQQo��caQ©ogoeaevoa�ca�Ja ;. aacaooaoovacaav�aa�ec©QeDaaE 3000MMECE : : caccccoovoavoom�coaoov�cQ000acvea�e©eo �aoaoc�Qoaoacococ�a�coca000m��coe��cc �o�oQ amaaaaaaaaaaaaaaoaaaoaaaooaaaamaaaa aaoaoaaaaaaaaaaaaaaaaooaaaaaaaaaaaaa „= - oQQ©��Jaaaaaaaaaoaaaaaaaaamaaaaaaaaa - �QCQ ecc©ec�ao��aaQaaoaaoaaaaaaaaaaaaaaaa - �aao�o��aoom��oQaa�am000aaaaaaooaaaaa �A888AB�®®aB®®0®®08900908G�8000©DBa�aooaaaaQa �B�BBB9BBBB9B9BA99��06����A��oNoDo9 Q:CoaQaaam000000000000EDoMOVI�m0000°11°111 - - �Qa�maQaaaaaoaaaaoaaa�aaaaamaaaaaaaaaaao -w' . Qa0000ecoo�aaaaoaaaaaaaaaoanaaaaaaaaaaaa �Q000QQaa��caQaaaaaa�amaaaaaaaaoaaaaao .; - �9999AA989AAQB9Q0©ca�aooaaaamaaaaaaaaaaaa c : - AEBAEJB®AAAAAAAAEJAA©�A©�BQB8�390©QQmaoaaaa = �BBBBBBBBBBABBBBBBB®BBF]BBF�IB9��F�108QB�9��� ��.. ��a�aoaooQc>ooe©mooao®oQmoaaaaamaaaaaaamo - - r - �mQmcQOQ®cQOQaaaaoaaooaaaaaaaaaaaaaaaaaa � - - �accQQQQOQQQoaomcaaaaaaamaaaaaaaaaaaaaaa ; . - �cQQQQQQ��ao�ca0000aQQmaaaaaaaaaaaaaaaaaa .., �Qmo��000c�ocoQomoQ�aaaaaaaaaaaaaaaaoa �. .aaAs�aaao�eaAaa�aAa�eaaaaaaaaaaaaaaaaa . - A�AAAAB8AAA88B88AABABA889AAA88AAAAA1111°° - B9BBBBBBBBBBBBBB9BBBBBBBB�BBB9BBBBB9BB9BA ��a�ccoac©o�amaoa000aaaamaaaaaamoaaoaaama - - �QCQQ000coaoma�aa�aaaaaaamaaaaaam000a - - �c c000�� aaaoaaoaaaoaaaaaaaaaaaaa .� - �Qce�oQ��mocQQ®ao�maaaaaaaaa®aaaaam - � ©�ocQocmococ�ogQCQ��acaoaaaamaaaoaaamo - ABBBBA�-g-A80BaAA-A09ABaB99889Qaa00aaaW000 o : BAABBAAABF1AAAAA�AAB®BAB®AAA88AABAAAaoaO as - BBBBBBBB9�B99BBBBBBBB89BBBBBBBB9BB9BB99B ��oaaaa�maasoa000aaaaco�oaaaaaaaaoaaaaoo -e�cQ©o©acQaomaoaaaaaamaoaaaaaaa®aaaaam - -e�QcoQOQ�c�QQ�Qaaamaaoaaaaaa�aaaamam w - QQC�CQCQCQCO©®AmAaC©aQaaamaaaaaaaaoaaaa gOg9�g�QCCCQO�CCQCO©CAQQQQAmaaaaaaaamaaaaaa o �89MMM999MMM9989BMB BB®8OMA 9M Ifillil SCHEDULE #t SCHEDULE #7 S H D #3 SCHEpS UtF #q#q >Fc�j�; (1)L+:MAXIMUM ALLOWABLE SPAN FOR MAXIMUtd SHUTTER SPANL.' OR "L-" (ft.) MAXIMUM SHUTTER SPAN* A.XIMUM SHUTTER SPAN*"L+" IMUM SHUTTER SPAN*"L+' GIVEN POSITME A.S.O. DESIGN PRESSURE • bEP18ATIGN rc .acc R D 1REy ti FOR INSTALLATIONS W/ 'L+" OR "L-" (,t.) FOR R "L (ft.) INSTALLATIONS R "I-" (ft.) INSTALLATIONS RA>tMAX.ALLOWABLESVAN FOR A GIVEN (1) SEE BFlOW foa M'NiMUM SEPARATION TC ® Ac ®Of or W/ ONF INSTALLATIONS w/ G W'/ MFGATIVE A.S.D. DESIGN PRESSURE RATING CUSS SCHEDULE FOR SHU1TERS INSTALLED WIT-i'r. HV LOCK or� r® or HD LOCK �W/ BltATES. 1 dr W/ TWO HV OR ee W/ ONE HV LOCKS -HE FIRST 30'-0"ELEVATION OF BUILDING NO IO.KIN ROD OR CENIERMAt ES & ONE HV OCK UH OR LOCK OR OR w/ NO LOCKING (2)PROCEDURE TO DF"LRIYNE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. W/ ONE )IV LOCK ® W/ TWO LOCKING RODS_ OR Q W/ NO OCKING OCKING RODS% TOP/SOTTO ODS SPAN FOR WALL MOUNTINGS OR TOP & BOTTOM *(SEE NOTES t,� RODS •(SEF NOTES t,1D / ONE HV LOCK OR FLOOR/COUNG: (2) MINIMUM SEPARATION TO GLASS FOR ShU; (VALD FOR NOUNi1NGQ R 0# SEE NOTES t. sHEFT q GIVEN A POSMVE A.S.D. DESIGN PRESSUF• NSTALLED ABOVE 30'-D'ELEVATION OF BUILD NG, w�ON CONCRETE!WOOD NSIALLATIONS O Y CDN MA.M. CONCRETE 8 WOOD y CONCRETE TUNING, DETERMINE MAXIMUM SPAN 'L+' MEASURED Al BOTTOM(lF SHUTTER 15 3'. aSp,N INSTAL:ATIONS A&D. Ala. FROM SCHEDULE, OmTn INSTALLATIONS(� CONCRETE ' WALL MOUNTING FLOOR/CEWNG WA-1 MOUNTINGS N� t19I0N GNEN A NEGATIVE A.S.O. UESIGN 5...J) MOUNTINjNGG FLOCK/CDUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM I.OR_) VOR,) rLOO COLNG IouNTRCS ) FL0OR/C� � ' OR SPAN '1. FROM SCHEDULE, 11IINIMUM SF_-PARATION TO •Cc C l+ L (ej L♦ t- I. -) t, l- t+ 1_ (.a-) fLC•JR MoOnTax L- FINAL MAXIMUM ALLOWABLE SPAN I5 E QNL LOCK WMKxFT LOCKING gap 30 13'-2" M-0" 13'-2' 16-0 b 12'-3' 14-9 30 11'-1' 16'-0" 30 To THE MMW-tL OE7ERMWEO SPAN .JS 12'-6' 14'-10" 12'-6' t!'-t0" 35._._ 11'-9' 13'-6 36 12'-Y 15'-?' 33 12'-8' 14'_10• 11ETWEEN Z+'AND t-'. t;E+UTTER I745TALLAiiON W/ INSTALLATION W/ 40 f2'-3' 13'-10" 1Y--3' 1Y-f0' 40 11'-4" 1Y-9' 40 12'-2' 15'-2' 40 12'-0' 13•-10• :PAN CENTERMAtESL CEQPPOS ES 43 11'-11' 13'-t' 11'-11' 13'-1' 45 11'-1' tY-0' 4S 11'-9' 14'-3' 45 I1'-ti" 13'-1" (3) PROCEDURE TO DEfLRMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWLLN 105' 11'-Y 12'-5' 50 f0'-9' n'-S' 50 11'-8' 13'-7' 50 11'-Y 12•-5' WALL W/rLOOR/CELNG NOUNTINGS� OR LE55 3 J/aS 4^ SS 11'-4' 11'-10' /1'-4' 11'-10' 1 55 10'-6' 10'-it" 56 11'-3' 1Y-11' SS 11'-2 11'-10' FOR A CNCn POSITIVE AS.D. tX:SNGry >105-T MAX, S 7/6a 4- 60 _ 71'-1• 11'-s' 11'-0' 11'-4' 60 1p•-Y t0'-S' 60 It'-O' 12'-4 W +0'-2^ 10'-11' PRESSURE RATING: 65 10'-10' 10'-'0' 10'-7- 10'-10' 65 10'-O' 1C-0' 65 10'-9' 11' 11" Gro 9'-5' 10•_1• UEfERMNE: RUSE 2 1/2'FOR HD LOCK OR 70 10'-6' 10'-6" - 70'..2" _ 10'-6' 70 9'-6' 9'-8' 70 10'-T 11'-5' 70 6'�g" - LI MAX. SPAN FOR WALL MOUNTING ®RM . _ 9-4' INSTALLATION-_ USE N0Y"jiED VALUES FOR FVC RMA S. 75 _ 10'-1" 1D'-1` 9'-10' 10'-1" 75 9'-4' 9'-4' 75 to_r 75 - -a•_g^ U+- AMAX.SPAN EOR HOOK/CEILING 60 _ 9'-10' 9"-9• 9'-Y 9'-10' Nt1 9'-0' 9'-D• 60 10'-0" 10'-9' WXN1NG INSTALLATIONS. M�'6YUM P�RATION TO GLA'i5 SCFNFOUIF 6S 9'-G' 9'-3' 9'-6" 85 Ir 9' 8'-9' m SSR W/W/ I[yr A• TVro K -'w+ac rw 9-9' 10'-S FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LQ(KS 9'-3" 9'-0' 9•-3' 90 6'-6' 6'-6" 90 9'-5" 70'-1' PRESSURE RATING: 6'-9' 9'-0' _ 95 e'-y" 6'-3' 9s 9'-2' 9•-10• OO tRNNE: SHUTTER INSTALLATION 1V/ INSTALLATION W/ L1 MAX. S''AN FOR WALL MOUNTING SPAN + (EIBIGAL 100 e•-9' 6'-4' 6'-6" 6'-9' 100 8'-1' 6•-/' 700 9'-D' 0'-7" INSTALLATIONS. d(s 103_ 6'-T Y-11" 6'-4' 6' 14v 105 r-11- Y-,t" 10.7 8'-9^ 9'-4' Lv - MAX. SPAN FOR L_OOR/CEILINGCENTERMATES CENIERMATE$ _8'-2' 7'-11' 110 _ Y-8' Y-Y 110 6'_7• g•-2• Jnt MOUNTING NSTALI ATIONS. 105' 2 3/4' 115 6'-2' 7'-3' 8*-C Y-Y.. 113 Y-6" Y-3" 115 8'-1' 8•_11•- S MAXIMUM 'L-"R OR LESS J 3/16" SPAN "L+'OR 1-` FOR FlNM. MAJ(iMUY hILOY(ABLE SPAN R E >105'TO MAX 120 _ 6'-0' 8'-11' 7'-10' Y-4^ 110 7'-4' 6'-11' 120 _ _8'-2' B'-9' INSTALLATIONS INTO WOOp TO TIIL MINIMUM BETWEEN 'Ll+', 'U+', ALLOWED 3 1/4• 3 1/4' 125 T-10' 8'-8' T-8' Y-D' 125 Y-3' 61-8' 125 g-0" 6'-5' SHAL- BE LIMITED TO 105 �L'-•AND 'l�-• Ns USE T 15/76'FOR M/ R'LOCK W lyD 7'-.r 6'-5 T-5" 6' 9" 130 Y-Y 6'-5' lb T-10' 6'-1' Psf. DESIGN LOAD /tph 135 Y-7' 6-7• 7'-4' 6'-8' - (4) GO TO ANCHOR SCINEDU_E WITH FINAL a. USE 4 1/8"FOR EN 'T'LOCK W/ 135 6'-it' 6'-Y 135 Y-9' Y-9' NAXWUM AL_OWABLE SPAN AND NLGATNE USE INDICATED VN.UES FOR IMV CENT TES- 140 7-S' S•-t - T-3' _8'-Y 140 6'-10' Y-11' 140 Y-Y Y-6' A.S.C. OF SIGN PRESSURE RATING TC 145 Y-3 5'-9 7'-1' 6'-D' 145 6'-6' S'-9' I!5 Y-5' Y-J" DETFNMINE MAXIMUM ANCHOR SPAr_ING. I7 NIATIDN LFrtwn 150_ Y-T' Y-Y Y-0" Y-10' 150 6'-T- .. 3'-Y 150 7-4' T-0' 155 Y Oi S'-S" 6'-10' S'-6' 155 W-6" 5'-S' 155 7'-Y 6'-9" CONCRETE•VAR-AW wow 160 e'-ft" 5'-2' 6'-9' 5'-41• - 160 --6-5' S-2" 160 l'-1" 6'-7" t H.V. CORNER CENTERMATE 13 MAY 8C 6'-6^ S'-4' 165 6•_ - USED AT ALL MOUNTING INSTALLATIONS LOCKING WALL 3 S'-1' 165 Y-0' 6'-4' SPECIF1CAl10N5 SHALL BE AS INDICATED ON MOUNTING A. B• C, D. E. M.N,S A V 0. R, 170 6'-9' !'-1I' 6'-T 5'-Y 170 6•_2--_ !•-+1• ___lro .6,-11' W-Y MANLUTDRY CONDITION #2 NOTE f5,SIIELI 5. F, K k L_ 175 6'-Y 4'-9' 6•-S' S'-0' 175 6'•i' 175 W-9" 6'-0" FLOOR/CETT MNG 180 6'-6' 4'-8" 6'-4• !'-10' 180 6'-0" 4'-6' 160 6'-6' S'-10' tt EXCEPT THAT MAXIMUM SHUTTER SPAN I+'CR'l AND MAXIM,)N AS D. MOUNTING G. H. I. 11 + J. T, U. w do k 155 6'-5" 4'-6•._. ...6'-3' _ 4'-9" 185 5'-11" 4'-6 185 6'-7• 5•-0• DESGN PRESSURE RATING FOR INSTANTIATIONS INTO CONORETF OR CONCRETE + M. -. -. BLOCK SWELL BE UM1EU AS FOLLOWS: 190 6'-4" 4'-5" 6'-2' 4'-Y 190 5'-10' 4'-5' 190 g-6' S'-6' 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED 10 +64,-72 193 _ 6'-3' C-3' 6'-1' 4'-6" -195 5-9' 4'-3' 185 - --6'-S' _5'-Y AND 8'-0' SPAS P...,. 1� H V BLADE 200 6'-2' 4'-2' 6'-0' 4'-5 200 5'-9' 4'-2' 100 6'-c S•-3" SEE YOUNTTNG M ON SHEET J. 205 8'-0' 4'-1' 6'-0' 4'-3' 206 S'-6' 4'-1' 200 6'-7 5'-1" EMM FLORIDA BUILDING CODE (Nigh VeIOCK Hurricone Zone 1%116 �A A. T���r--^ 0 2017 EASTERN METAL SUPPLY, INC. c `c -� ♦= 1t BERTHA HVTM ECLI Accordion Shutter Sy stem V. RADE#1 W/OR W KV. WINDOW BLADE '* TILLIT TESTING 6: ENGINEERING COMPANY American Shutter Systems •C7 1 y REY.No OESCRVr10M DATC OktWN BY, W.I. YSTA*m�— 636s M.N.a1X,.Sl.Str-3U5.VINGM�A GViCf 115,iiOWM JDIC Association, Inc. 1 OLD IS-oac, /0 TE DATE-" O6/WI.I. k Pnoce:(305)87t-1530.rc. (305)8]1-1531 4268 West Roads (hive Z %•";F �e a-malr.CR—Roo.— W Palm Beach• FL 33407 DRAWING NO •`ORION:t'L�1A1 ER-OD06719 ODI 3 SS `IT9��,p, +N WALTER A TIL IT 3r.?.E. � e: (800)432-22D4 Fox: (561)209-8380 M 17-122 rLORIpA lit.(44167 0 4 iSHCET MMIMUM ANCHOR* SPACING(' ) SCHEnUI F FOR A GIVEN MAX. SHUTTER SPAN A.S.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN MUM LOAD AND A MERUDn,6Kwiw,_r N!s@L=TYPE FOR CONCJOE OWN"MONS -- - (SEE MC-11HCS E.G.W H ON SHEETS 6 t 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS! POLE (A) TO EXISTING POURED CONCRETE:(Mir.f c -3 ksi) IsAxam OE WALL SILL MOUNTING ©CEILING MOUNTING O FLOOR MOUNTING ANCHORS SPACING I F.END - 1/4.0 TAPCON WITH AovAVCED TNREADFDRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. (Min.f'c - 3 Kel) SPAN - 1/4Y x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTR18UiED BY ALL POINTS SCREW, BOLT k SPECIALTY COMPANY. (Min V' =3 W) (to AS_0. N[G411VE L0110 A.SD. - NEGATIVE L AS.. - NEGATIVE LINO TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLDRKTA FASTENERS DIRECT. INC. (Min.Fc = 2 lui) JO b W 75 90 120 100 ]0 40 60 7S 80 120 leo 203 30 40 90 75 90 12D 160 203 THREAEIF•OfeL TECHNOLOGY - 1/4'►TAPPER+ANCHORS AS MANUFACTUREO BY POWERS FASTENERS,INC.,AND DIS'TRIBU7E0 BY ALL POINTS SCREW,BOLT#SPECIALTY 14 1_2 10 9 e /4 12 t0 9 a a 6 a 4 1 10 0 6 NL P00fT5 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORFZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, NC. 3-0' - 14 12 10 9 f e 6 0 _ (Mia Fc 3 lui) R l4 it l0 9 6 • 0 f 14 12 10 0 • e e e 14 12 10 9 IT • • S BLUE TAP W/CAP NOTES- 14 13 t0 • • • B 7 1♦ 12 10 9 • 0 e e 14 I2 10 9 • e { 6 TAPPER+ A.1)MN■MM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS AND TAPPER♦ ANCHORS IS 14 12 10 9 63 38 14 1 10 9 B 6 6 0 14 12 f0 0 • 6 6 S AIO FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0• - _ _ _ _ - _ - - - - - - - - - 14 12 10 9 • 0 6 S.3 A2)NNNl1N EMBEDMENT OF 1 4'0, 1{• 14 12 10 9 • !_ 6 { 1♦ 12 10 0 B • 6 4A 14 1 10 • B 6 a 13 / / ALL POINTS SOLID-SET ANCHORS SHALL BE 7/3"INTO THE POURED CONCRETE. NO EMBEDMENT l4 12 10 9 6 0 6 43 14 l2 10 9 6 B 0 6b 14 12 10 9 0 • { 4b INTO STUCCO SHALL BE PERMITTED. 1/4-9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2•LONG MNNAIM SHOULD STUCCO EXIST. AND 14 12 7D 11 75 _ SD - 14 12 10 9 _■ 6 S 14 12 /0 9 0 7 5.3 4 •5¢WNTtONe K u5E 71X2 '•MNXMUM FOR WALLS WITH No STUCCO. 9/DE a ON SIWLT 19 14 12 f0 e ■ 0 6 43 -w- 5'-0- H 1! t0 9 • 7 4 - 14 12 10 0 e {.6 S J3 14 12 f0 6 W S 3b 3 �)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FX15T711G WALL OR 8000. ANCHORS S11ALL LDNC ENOUGHI TO REACH THE MNN STRUCTURE BEHIND SAID WNL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON /a 12 f0 f • 7b 4.31- I4 12 t0 9 O • 0 /3 11 12 f0 f 0 t 43 78 NOTES A.1) t A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR'WITHOUT METAL STUDS CONSULT THS ENGINEER.FOR 11 1 9b 73 L5 - 14 11 10 • 6 7.5 5.S14_ t♦ 1 1 t B 6 43 INSTALATION INTO EIFS WTTH METAL STUDS SEE SHEET 28A 6'-0• _ _ _ _ _ 1a12 10 9 B3 t1 • 73 33 - 14 12 10 IIA 7 S3 ♦ ] 1a /2 • t3 se • 3_ - (B) TO EXISTING CONCRETE BLOCK (ASTM C-90) I♦ 1] t • { - - N 12 1D 1 6 0.3 S 11 12 10 6b 0 7 4 - - 1/4*TAPCON WTTII ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.1W- BUILDEX. 14 11 6 9.6 A6 3 - 1♦ 12 10 9 B 6.3 43 13 fa li 10 • 7 S Jb J - 1/4'0 x 3/4'ALL PANTS SCUD-SET ANCHORS,AS DISTRIBUTE'O BY ALL POINTS SCREW, BOLT t SPEC3ALT•CDMPNf �,_0- _ - - - - - - - - - - - - - - - 14 12 10 0 7.3 Sb 4 3 - 1/4'9 BLUE TAP CONCRETE ANC TORS W/CAP AS MANUFACTURED BY FLORIDA FAS TE7/ER5 DIRECT, INC. 14 1! 10 • {.S a - 11 72 • 7b 6 43 11 - 14 Ob 7 6s 43 33 - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POtfE7L5 FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,80LT }SPECIAL-IT 14 12 10 Bb 7 4 - 14 12 10 9 7.3 S.S 4 - 14 11 9 7 73 4.3 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SS US ASSOCIATON INC. 11 11 Sb 4-6 - - - 11 12 10 0 7.5 53 4 - it 1! 0 6 ♦.S 3 _ _ _ NOTES: - - -- - - 14 12 f0 IF 63 S 3.S 8-0' _ _ _ &1 W94O UM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPFR4 ANCHORS IS 1 I/{"AND TAPCON A-H 1♦ 11 Bb 7 33 J - - I♦ 1] 0 63 S.3 ♦ J 23 9b e S 4 3 ) 14 12 IIA 73 f l4 12 {b a 6b S - 14 it e s eb 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 1 0.5 {.S 8 &S - - - ♦ 12 10 f3 3 - - 1/ 12 B 3 - - B.7)MINIMUM NMBEDMEM OF 1 40 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED NIO THE CONCRETE BLOCK. NO -1- / 9'-0' t♦ 12 Bb 7 3A 4 - - EMBEDMENT IMO STUCCO SHALL BE PERMITTED. 1/4'0-20 5.5.MACHINE SCREW USED SHALL BF + 1/2'TONG MINIMUM SHOULD STUCCO 11 13 7.S e ♦ - 14 11 7 8.6 6 3.5 - - it 9 Sb 4.5 3.6 - 11 12 6 63 LS - - 14 12 •.S 7 ♦ - f1 OS 7 6b 0 43 - - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. 13 93 33 4 - - - 1♦ 12 9 • ♦b - - 14 11 7 33 N 33 - - B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VEJNELR BE FOJNO ON THE EXISTING WALL OR FLOOR. 11 12 6 6 D ♦ - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. AVCHORAGE SHALL BE AS INDICATED ON lo-0• 14 103 7 6 SJ! - - - 13 03 03 3 t s - - l0 73 S 4 J_ - - - NOTES B.1)t B.2)ABOVE. FOR TMALLATO/K_ON VINYL SIDING OR EIFS WITH OR WRHOU7 METAL STUDS CONSULT THIS ENGNEER. 14 11 73 6.6 - - 14 Alb 0 9 S 4 - - 2A f3 { S 4 { - - FOR INSTALLATION WIG EES WITH METAL STUDS SEE SHEET 20. 0S 14 12 ■ {.S SS 4 - 13 10 LS 5 4 3. 14 03 7 5.5 4,5 SD - - (C) ANCHORS SW4L BE INSTALLED FOULDWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 14 t0 7 - - - - - 14 7 9b 1.6 - - 13 d' SA 43 7S - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E-D.)VERSUS SPACING RELATIONSHIP FOR ANCHDRS. 13 10 3 4 _ _ _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12•-0 13 116 4--b _ _ _ _ 11 • ♦ 3.S - - - • 6 4 3 _ _ _ _ MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES NDICATEL BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE 1s 9.6 {.0 6 4 - - - B S 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 33•.6 { _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TWIN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 9 14 43 - 11 S A8 33 12 9 s 4.3 4 - - - FACTOR 13'-0' M TECH OS • _ _ - _ _ - 10 7b 5 4 3 - - - 73 53 4 3 - - - - ACTUAL 7.3•3 - - - - - 1 0 t ♦b / - - - 93 TAPPER+ 7 ♦ - MIN. SPACING EDGE '�� '� ALL POINT SOLID SET BLUE TAP W/CAP etc e { _ _ - _ - - u u 7s - - - - HV DE O DICTANCE II 9.3 Sa &51.i e E.D. J' a' SPACING.3 1/2' IAN.SPACING-3' 3 3/♦' 4' 14•-0'TO 7b _ _ _ _ _ _ • 7 43 sb - - - - S 3A 3 _ _ _ _ B W FOJW CA6AR 0011 SAT( POURED CONCRETE t t PdiHl OMCNDE CONCRETE■Do( 13 • - - 11 Sb M - - i 6.5 43 - - - - �/ QW MIL ED.3 1/2' MK E0.2 1/'!' CONCRETE BLOCK COIIGER SOCK yl4 ED.•3 1/Y NIL EO•2 1 7A - - - - - - - 1: 9 - - - - - 0-B • - - - - BLADE WORKING 3' am _ T-o a7s 1.0 0.114 T_o 03 s 2 1 O.e1 lA s-o' a - - - - _ -, 4 _ _ - - - 63 3 _ - - - IN UNISON ♦ - 11p 10 10 - - - - - - - 03 e s - 11.3 6 4 - - - - 1' 0.71 0.51 6s - - - - f u 4 - - - - - 1 J/4' - - - IL43 - 16'-0' 0 - - - - - - - e e • - - - - - 6 4b 3 - - - - T T - - - _ -7-0.3-5 -1 Q� _ s - - - - • ♦ - - - - - FLORIDA BUILDING CODE N h Velocity Hurricane Zone JI•rF GPA T�� ���� O 2017 EASTERN MFTAL SUPPLY,INC. BERTHA HV-. L E C O iuc. A.S.S.A. Accordion Shutter System Axl ', KV. RUDE 1 W GR W RV. VdNDDM aAOE American Shutter Systems REV-" DINWTM DATE DRAWN ar: M3. * * TILLIT TESTING t ENGINEERING COMPANY Association, Inc. 1 01D 15 OIC /02/:7 DATE: Dll/W17 G.U3 N/ Ren.11.,51, 305.VVK�AA ql .S.TORIM 331 .y `STATF n[• -, nh- (305)1171-1530.Fm :M)871-1531 4268 WW R00d0 Drive 2 0, F 4!�1 *-..a�� mt-fto.corn West Palm DRach, F. 33407 3 DRAWING No �)S..�ORIOq..`a� E9-ooD6n9 F-hme. (8CO)432-2204 Fax: (5451)208-3180 ♦ 17-122 ��(y�� WALTER A.71LLIT Jr. PE 7{J0NALS RRL/DATE FLORIDA Uc./44/67 S SHEET IF 13 OF 20 u c �,. 8 z N %N Lis 7 �3e Vl OR a 0 V °mil 0 J. O � UO � 1 YN +N0. O ■ b Z2 1 o ro o W E $ a,=�,I� °tedqC, jaaw 0 a a }nm 0oam woo j� J Cgr Zcii�j W t : 0 N yy�I �a= � »a c ri _ Q !� C > Z 3 �i V U e O"¢IE �'.a nnn+tl n n n n♦'v I n n l l e n l l n l l l n l l l �l l l f l l l � l � l � l l l n 1 1 1 n 1 1 I�1 I I O W V Vu d� r p W S .-6 j v$ pH nppq�gftlNn'�pflf np'gf 1pw11nn11tl111A1 I �,1111�111 '1111f1:1 I� I 1 •• Z��Onr-m V d� W R ,Atl n n g N tl n H-1-p Sitl...tl p q'�o f�n tl f♦ I A„� I l tl n l l tl n l g l l l e l l l q l l l"+11 i $ H n p tl n tl p g ......... N p A N n w +n n'f v n f r w g n f I'q.I 1 I N 1 1 I n I I its 66Bbb lain nANnnp NNnq tln'q Apn HnpnHHn n.n f'Nn2 f ANq 1 -1:1 f�nnV rnq^f 1gnl � U�.Q!` �hG01 p' S A N g n r q N N H H n r nnn H n n A p n p p n N A g r A A p n n f tl r n N p M M n tl A r A n tl H tl n N F R r H i © 1 R g tl n q q w n N r n n NN r n p H tl n p p p p g n q M tl p elq M M r g r tl tl N r tl n N A p g n tl n r) =n � n'An n ;7N ri' f n r'q 4 n n w'al n'�n n H� n f� l n nl I n l l l e l l l�l l l�l l l n l l l l l l l l l 1 1 1 1 1 1 1 1 ��i ��• 11 �3 R nnn e f n p H n n f I n 1 1 1 1 1 I I I g I I 1 S 1 1 I j*1 I I I a 1 1 I n 1 1 ..........ISJ- ry � xnnwnwn nw nnn Nn�n;:w�.•ewq w�nnn.;In� 11wn11n1 I Iwl l lq1 I ,1 \` ••,•7� �IPR nnnn nnwn nwnn'9nnnpwnrn ee�n�rfn w1l�(�n gN'I�wffww'�f 1nn11n 1 ��V 61 \ + Q ngtlan i A^+i $ nnn nnnnwnw nn nnnw nnnn nn nwnnnnnn n'�nnnrn nn"1nnn"�n'�w 6 '• 07 ic au � n nn^wnn n nnnn ���• �'� � $� nnn nwn nn n'w nn nnnwn nn nen nn nnwn-nnnn^ n:n wnnw nl � � Y � � n�epA,�f+fIIA� II Inll11I 1111111 111 I11Illlrlllllllll lllll111 �_ •..• 011'11 qq q qq 1 _ r 9 $Oarnf^JAgrO rf in�Raf11n�111n111�1111111111'11111111111111111 iii 1 11 Z7 ba o- q ••�� OFP -�d1���r�w�gq rn�-n�� evH �a�.��nnff�nl �♦ 11�� IIn 11 �r'Ill lw l�'1 $� 9���r11.rrh�q,oq=l�d�onlR.n'rr�e^I��r rnf"�'rS,r�.�Nne1"k�tl'�nf� +�n� F r r r r r e g e r e w 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 111 I I I I I I I I I I I l t l l l l l • 2 v9'$ r r r r r r e e r r e r e e re e e e O.J.11.1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1111, 1 11 1 2•I 2 _, alp req gees ggqeqqqq qq eggqqrqerqqqeqq gg1111111111111111111,� A?VN'I��'N$ Oqq gegq peeggqeq rre qq,q Ogegqqeee ge'rrq Oq ggql'111111�1111 1 Z n P-P I P P w P w P s P P P w w P w w P P I w www w i w g w P P w w P w w w 1 1 1 1 1 1 1 1 g 0 .0oeeo00o _s e eoeo qV - N'n NNS.• NAV..ter!.•^����.•n�N- - N.-��n- Y 4 q o 0 0 0 0 0 o q o 0 I 1 1 MI � YI i0 1� �q C1 O lv M) f YI iq MAXIMUM DESIGN PRESSURERATING (p.s.f)IND CORRESPONDING_MAXIMUM ANCHOR+ SPACING (in) H D) FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SFE MOUNTINGS ON SHEETS 16 h 17). !M; U B :SS;T FR AT E_ SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH MLRN PI o. SPRUCE PINE SPR IN 1/2' MIN. CDX 2 G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD �urG Q 5o W/ W/ MIN. G-0.43 W MIN. G=0.36 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. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0, WALLMOUNTINGS W & X W & X W & X P & Q S&v S&v S h V N�IMrt 11mK ML ®7i WTAWL RS]SR i_. ae_.Ami IRATE mm"C ®71 fMtE NIMA i ASD Mu mR 1®E f101 aam mm m 8!9 f �m 6661�t�w6 `Jm 6711E 1�i ASA S'"md PEim i 30 40 80 75 90 O5 30 40 60 75 90 OS 30 40 60 7S 90 OS 30 40 60 7S 90 OS 30 •0 60 7S 90 05 30 40 60]S 90 OS JO 40 60 73 90 OS M 40 60 7$ 90 OS 30 40 80]S 90 OS 30 {O 60 5 90 OS '70'OR UESS 12 10 10 9 8 8 6 IS.L6.16 6 6 12 f0 10 9 _B 5 6 6 6 6 6 6 12 10 10 9 8 6 6 6 6 6 6 6 6 5 4 4 4 7 12 12 12 12 12 1 12 12 12 12 1 12 t2 12 12 12 12 12 12 10 10 9 8 '8 6 6 8 6 6 6 12 70 10 9 8 6 6 B 6 6 6 8 12 10 10 9 8 _B 6 6 6 B 6 6 6 5 4 { 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 112112 12 12 y_0- 12 10 IO 9 8 8 8 8 6 6 6 5.5 12 10 t0 9 8 8 6 B 6 6 6 S 12 10 10 9 8 7 8 6 6 6 6 S 0 S 4 4 1 3 12 12 12 12 12 12 12 12 12 12 17 t2 12 12 12 12 t2 0. 12 10 t0 9 8 .5 6 8 6 6 3.7 .5 12 10 10 9 8 5 8 8 ti D S .5 12 10 10 9 6 .5 6 6 8 6 5 .5 6 S • 4 S - 12 12 12 12 12 12 12 12 12 72 12 11 12 1Z t2 12 10 63 12 10 1. 4 6.5 4 8 6 f 5 t.9 • 12 10 10 9 5 3 6 6 8 S { S 12 t0 10 7 S - 6 6 6 3 4 S 8 S • • - - 12 12 12 12 12 12 12 12 12 12 12 10 7Z 12 12 0. 8.S 73 8'-0' 12 10 .S{3 3 B 8 8 3 4 .S 12 10 10 6 3.5 - 6 B 5 .S 3.5 3 1Z 10 10 4 - - 6 6 S .5 .5 J t5 3 4 - - - 12 12 12 12.12 t2 12 t2 12 72 1I 9.5 12 11 .3 9 7.5 3 V-W 12 10 5 33 - 6 6 5.S .5 3 3 12 10 9 • - - 6 6 43 4 3 3 12 10 4 3 - - 6 6 4. • 3 3 f S 7.5- - - 12 12 12 12 12 0. 12 12 12 1. 9.S 63 12 17 10 8 .5 .5 12 10 - - 6 8 5 • 3 -_12 10 6 3 - - 6 8 4 .5 3 - f2 10 3 - - - 6 6 4 .5 3 - 8 5 - - - - 12 12 12 12 11.5 9.5 12 12 12 0. 8.5 7.5 12 12 9 7 8 S t1•-0' 12 10 53 - - 8 8 43- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 to 6.5 12 12 12 93 8 7 12 12 8 .5 .5 4. 12 12 10 43 - 6 B s - - - 12 10 33- - - 6 3 3. - MOE - - 6 5 3.5- - B S - - - - 12 12 12 1. 9.5 6 12 12 11 83 7 6 12 1 7.5 6 S • 13'-0' t2 10 - - 6 6 - - - 12 6 3 - - 6 .S - - - - 6 .S - - - 12 12 t2 0. 8.S .S 72 72 tO 6 S 5.5 12 0. 7 •.5 4 I4'-0' t2 tG - - 6 -S - - - 12 7 - - - - .5 .5 - - - .5 3 - - - - 6 3 - - - - 12 12 12 9.S 8 8 12 12 93 7.3 8 4.5 12 .5 .S S 4 J 112:pp - 6 - - - - - 12 - - - - - S - - - - 5 - - - - - 6 - - - - - 12 12'17 9 3 S 12 12 !S 7 6 { 12 9 6 S t ' 12 - - - - - 6 - - - - - 12 - - - - - S - == - S - HV BLADE OR C12 HV BLADE AZ HV WINDOW BLADE WORKING IN UNISON* SNz UMOAuaNs or uSE TaR Bl/OF 1`A�ON)lER Y + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS. 3.SUBSTRATE SHALL CONSIST OF TIME FOLLOWING: -SOU1NflW PIE NO.2 W/COM(NDS) t/t"e TAPCON ANCHORS.AS MAAFACIUREO BY I.T.W.ERAL.DEX W/WIMMUM EMBEOMrNT AS J. ICATED AT -DOl1GAS FR W/G-1.50(ND.S.) EACH SECTION ON SHEETS 16 t 17. -SPRUI-T PINE FIR NORIA W/G-0.43(N.D.S.) EXCEP110N:SEE NOTE 2 BELOW. -SPRUCE PIAL FIR SOUTH W/G-o.36(NO.S.) -WN. 1/2"COX PLYWOOO(1966 APA) 2.ANCHORS m HOLLOW CEUNC SHALL BE AS PER MOON-INC TYPE U.SHEET 17 ANO SPALL CONSIST OF IAC SCREWS AS PER HOS"IS SPECtRCAT10NS. 4.114CHOR5 SWILL BE 89STMUD FOLLOWING ALL Of THE RECCW.IEND-TIONS AHO SPECIFIGTIONS OF nE ANCHOR'S MAA1FAMRER. F,ORIDA BUILDING CODE (High Velocity Nurricone Zone O 2017 EASTERN META SUPPLY,INC E CE T.. �,-= BERTHA HV TM by� IL E C O INc. A.S.S.A. Accordion ShutterlSstem KV. FADE 1 W/CR W HV. SLAM * y 17LLJT TESTING R ENGINEERING COMPANY Amerfcon Shutter S)/SfemS AEvift OESCRIITION DATE DRAWN BY Ml lF Asaoclaflon, Inc. 1 OLD 15 060 2/1 CAM 06/02/17 •. .pl'1 �t%W tan.y,.u. saa.we.Y+A ewDENs.F-z1I6 Sr�'TF A t 4.268 West Roans 7rive r +T-"^rte ; vn°^e:(wSm7-+S3O Fm (305)671-153+ DRAWING No Weft Palm 3eoch, FL 33407 = I:nt.ee000Lcom + ��• F�D 110. '��SSAI r-mc®-0006719 onone (800)432-2204 . Fm: (561)209-8380 a 17-122 t WN TER A.TLLLIT L.P E FLORIDA Lir.0 44167 s SHEET 6 15or 10 .�: WIVII44 I. i •14 91111 MIS;: it 1/ ®o'.' .. . .. :moo' o m' oo 'm' ! mho ' M : mMmoHgoo�®HoURo�ip HUME o� ooao moomm a m e a m oono o�Eg����EgE��eE�EE�r��� 0 mommoommmom oa mo ® mf u �n�oommmMm n EEE�ogw �m�oovop0mmmuvoo� omn no n� m/�i4doom m m e ' o®mnoaasao®®moig�nmogim�or��in��e��O�go©m��jonmmnoagaom��gp��e6 � 0p Oooa��l®�Oa� Op O ��OCL7n n m0 O mmmoaoon /n�a mmmo4a n�gmm o$m�oo$��m©gmno��nmm me�ga�6m� mmzErJUJIME 0 on mo vna �nm nFn o 0 o m o oewm n M doonmmmor�no mea oru e o MAKE m moaannmm v � �EEgoEm�m®�SppppE�I��;��; ��EsEg000Ep��pmE�EE���oEoEE��m�mg��os . . E�®EEoEoEm®ODEwOR1f�7AR��1s00dpO[�IETo®3�i�0 �©�oEEEm®D©E000 ' ��EMIEE�� MM Mmmmm WIMENURUH E�m lill EEMMMMWM©==== MIN a mm ooaa�nenen�sese m n m n noemmmoaoao �KEoaQoao 00 o mn es o oaanao� a s n a a • m as aon��onlEa'mr�� lies®�o��m�oa��m�a�o`���goSogo� ��000000 MAo o enerteissedsoo [� oa m o a a moaoao ®®oov000m o0 00.. �negies o ooQoo�moao o m o • �m0000gi�m��ao�veo��nesseBo��o�000000��agn�o�a�g��ss��oo� Emua00000000v�ga�B� �os�esi©�io�id�mvo oongnMAaoaivSo • �pgi000vog�oQ p _ s se ©mmmm m n m o oQ0 ono al311 oo • o�iooaoov0000�gMrs Mw �©��ooi00000�0040�g�go�o�o mnn000ao0naoo o�n ss ss M" aooam0000ao 0 0 0 � •• • • musing. Me m00008n�n•A�iowogwB� ®g000000KEvag�g�g • ; • maa00000ao TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems / 03� ' �.. 0��® INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1\'I HV & A& HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN _L+ OR L— FOR INSTA LATIONS INTO WOOD WITH HV BLADE CZE ONLY SHALL 5E LIMITED IQ 105.0 psf. A.S.D, DESI N PRESSugE RATING, S SH T 19 FOR MAX SPAN & A.S.D. 1/416 TAPCON WITH ADVANCED DE519N PRESSURE RATING FOR INSTALLATION WITH BLADE U& 96 WORKING IN UNISON THRFA(IFORM TECHNOLOGY W/ 1 1/2.M,n_PENETRATION __ - 1/4'0 1,PCON WITH ADVANCED -. O•THREADED AREA TO j•" �F'- -.� THRFA)f(N4M TECHNOLOGY EXISnvG WOOD HEADER. W/ I 1/2'Vin PENETRATION (SEE SCHEDULk ON SHEET 1'_) OF THRFAt;ED AREA TO r EXISTING WOOD HEADER. + UK � (,)OR i (SEL SCHEOULL ON SHEET 15) E TO UAA(SEF SCHEIXJU 1BADE /47- F6WS F7�YKi 20.3/4"SS.MnCNE SCRFC 1ON E is I 0/ 1/4•-20 NUTS O 12.O.C. CLASS--i 9lICE5�l.t� I WALL.-. I "ALL i [ FINISH I I FM,SH EXIST WALL L i" WALL -7'x4"W �„ � I FINISH T.� I HEADER RCOUIREG 1.I.J OR �a0 *•"'EXISTING MIN. �� ( z'.4•WOOo u EXISTRIG ( WL SDVRq ON ) HEADER RFQUIREI: -1/4'6 TAPCON'MRN ADVANCED TD 011155(SEE 9 ' THREADFORM TECHNOLOGY SCHEDULE ONYNMIR.SE I PARATION I , 2'.4' . . TRATION '-' 17 FOR HAOE t� D- TO GLASS CONr50.1 w/ ./Y M;rPENE I ON 19� EXt"- (SEE SCHMAE- PLATE CLASS REDD. � �} OF THREADED AREA O 9ADfS ,+i[ Q1155 't ON$WEI it I ,I M0WIDTH OF WOOD PLATE. j 1 ) 1 (SEE SCHEDULE ON SHEET 15) OHV WALL HEADER INSTALLATION (�)HV WALL HEADER INST "UM (�)HV WALL SILL INSTALLATION ETO 2 MIN SEPARAIION I MIN.SEPARATION - I GIAS--3 MFE SEPARATION _ -o GI ASS /� To GWS 2'114 CONT..,_—( o MAS TLE ! O ►- --(SEE SCHEDULE - - - -01 -(SEF SCIEEOLAF- ��� �y ON SHEET 1I) 'XISTING ON SNFU 11) 0000 HyAIEI ON SHEET 11) AMC. SEE b CLASSY' 3ppp I MACrINE SCREWS W/ � Z I w;66K SCREWS . \ WALL ■ \ 1/4-20 NUTS O I, k USING 1/4'-20 NUTS 1 F7M15/1 111 !1 klO.C. \ t2'O.C. "'I OR,I. WOOO PLATE_ L-EO--E0-1/4'6 TAPCON WITH ADVANCEDREOb 1lt7. 1IHRFitDFORM TECH TIO I '6 TAPCONWITH ADVANCED /4Y iAPCON WOH AO✓ANCCD Mm.PEtETITATION Qf /', READFORM TECHNOLOGY InIREAOFORN TECHHNOADVAnIRCADEO AREA ON PLYW'15) ' ,/2'14n. PENETRATON OF �E SHEET 4 rGR TN'ICAL ' 2'.a'CONT W/ 11/2"MHO. PENETRAnON T (SEE SCNkLOGY LY1lE ON SHEET 15) EADED AREA INTO PLYWOOD. _ ASSEMBLY -SLI PLATE S— EXISTING MN.2'A4'S7TRX_ (SFE SCHEDLXF ON SHEET 15) 2-NOuNTING SEC71O CAN BE RECD OF_WDLL MIOWIDT DWOOD PLATE- -1/2-MN.COX PLYWOOD RFO'D O 16'O.0 MAX FWD. COMBINED 1N ANY WAY 70 FINISH (SEE SCHEDULE ON SHEET 15) PLYWOOD TO BE ATTACHED TO 1/2"MN CO% _WAI I FINISH SUIT ANY INSTAL-ATION. E%ISTING RHN_ 2•x4"STUDS O 16'O.C. MAX.NLO'D. STUDS IN ACCORDANCE VNIN PLYWOOD REO'D. PLYWOOD-0 BE ATTACHED TO STWS IN ACCORDANCE SECTION 2322 OF THF F.B.C. �R HV WALL SILL INSTALLATION WI!1I SECTION 2322 OF THE F9.C. ♦5[C LIWTATIONS CF USE er i P HV WALL SILL INSTALI!TION a/./®HV WALL SII L INSTALLATION FLORIDA BUILDING CODE (Nigh Velocity Nurricone Zone O 2017 EASTERN METAL SUPPI.Y,NIC. A.S.S■A■ BERTHA HV,M Accordion Shutter System r ' American Shutter Systems Hv T W OR W TLV. BAS TA /6 a TILLIT TESTING 4 ENGINEERING COMPANY Y REV.N. I)ESq.T,p1, DATEDRAWN�., Y1 '�••. ,� IU6y N.W.]tlen.SL.SM ANS,_.4.GARDO,'.rLORCW 3310 Association, Inc. 1 OLJ'5-060 r/02111 PATE. 06/02/17 •."'fC - \ Phone (3]5)871-1530.faz (3O5p71-ty31 476E Was: Reads L3 rive Z .871- aWeccOaWAONI went Porn 6eacF. FL 33a07 3 DRAWING NO .ss/O A� N6y,1,1�1EE *ALTER A. T1•Ir.P.E �'ronc�, (800)432-2204 . To.: (561,209-8360 < 17_I 7_'99 F.("SE SIGR9 /unTE fLORILA L..0 44167 !- SHEET 6 16 Of 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR V HV & I�A HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIObIS INTO WOOD WITH HV BLADE(T ONLY SHALL E LIMITED TO 105.0 psf. A.S.D. DESIGN PR URE TING SEE S -WALL FNSH H ET 19 FOR MAX SPA & D. DESIGN PRESSURE RAING FOR INSTALLATION WITH BLADE 1)& A ORISING IN UNISON . ADVANCED THRLADT'ORM TECHNOLU4Y W/1 1/2•Min. <1B-(Mir.}EXISTING _ __ EO EO EDGE(IF APPLICABLE) _ PENETRATION OF THREAp[p WOOD BEAM RECTUM. -- AREA TO EXISTING WOOD STRUCTURAL ADEQUACY - HEADER. OF EXISTING WOOD BEAM 1/a'I zos/a.S.S. -pusHNc wooD (SFE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HUD TO BE CEWTFiEO BY -- 1_/ _ I'A6^.-.-yuCwHE SCREWS REGISTERED ENcI OR -E --E _.. TRUSSES OR 19LO EU W/ 1/4'-ZO NUTS ARCHITLCT PRIOR TO t/2- _ 1 / O 12"O.G. SHUTTER INSTALLATION. ---_.___ I /2__1 RAFTER O 24' • RtG® `J 1/4.0 TAPCON -i ADVANCED TF4tEAW010A _ _ TECHNCLOGY W/ I 1/2"Min_ _ E704TING SOFFIT m I 1 � .2v7• PENETRATION OF TMFAOEO "- •Iy Moa. AREA TO E7UST+NG W000 3/4"Mes. TW_ -NOFTIONA, (SEE SCHEDULE ON SEEET 15) `f EQ 11 W/4' •--t LQ- _I%4.I/a'CONT.ALUM. TUB, I O 6"O.C. (6063-T6 ALLOY)W/ . 1 I _�OF©or �.. (J) RAFT LAG SCREWS OR TSS TO EXISTING MIN 2'x4• I ` t l l 1 Of ©Or 1$ i ��%% LOCATE LAG AT =%GLASS EXISTINC WO X N[Ap[R REO'D MIN.SEPARATXM ' IMrOWI I_ MEMBER(OF N01MW.L LIC i. TO GLASS ! I OPEN HOLE At EACH W/ 2" , : (SEE SCHEDULE ON SEW 11) EXISTING I -I STUo 70 ACC,Err ( Mn. PENEIRAION OF THREADED AREA. VALID FOR 1 -.. GLASS—i I AT CIENTE LAGOSn� INSTALLATIONS WITH 72 Psl MAX.A.S.D. DESIGN IOAD Ari- w❑ 9'-0"MAX. SPAN THIS G HV WALL HEADER INSTALLATION SSD,'a'- - T"o aI r INSTALLATION 15 ONLY VA ID IT fM ii-T NC EXISTING fOmM[01 f6T FOR WOOD W/M,N.SPECIFY OI SBFT to LCR CLASS-- OI t11QT It`T6A� I ,F GRAVITY OF 0.50 AS DOUGUI -- - 1 4AX5�4 BLAm(rTt9 I ( OR �, ITR OR SOUTHERN PINE N. `. V `-5F1 SHEET n FG'i 1--ICA, 1HI'R ASSEMBLY. - _-_ _ -- t OR _� OR EQUAL. 2-MOJNMIG SECTIONS CAN B_COMBINED --- IN MY WAY TO SJI-ANY INStAL,A-ION. T HV CEILING AL '.`U HV CEILING INSTALLATION 11I$6WAl'QI -. I MIN. SEPARA7p/I I _ w B.Tf�(g>: 1 OR M.N. SEPARATION '-- !- SNWE OR 9.[E'.- TO GLASS _. .pt W.1o[�. I TO GLASS I ,N (SEL SCHEDULE ON SHEET 11) UGTAS i 9 _ONFSCREDUSHEET 1,) ; I 1 _ T I 8 I ANGtOR 1!i � T ( F / T 1aJ LT!—' EXISTINGG , (II - (I ��#10.3/4'HEX GLASS 'DECK REQUIRED Vga ____WASHER WAD LEIS 'f( 2'X6'WL WOOo I I SCREWS O 12"ox (NO FWISN ALLOWED) of. .. - �G"�L�® DECK REOURD(NO - --_ -- LII Z3' nN6N ALLOWED) —EDGE OF DECK . -.-1/4.0-20.3/4'S.S. MOE Of OEGX-I - _1,2 � F APPL.ICARLE \_t/4 TAPCON WRH 1' PHLLIPS TN455 HEAD F APPLICABLE _ - _ --_- - _1/a-0 F.H. tAPCON WIM ADVANCED TH READFORM Yn. MACHINE SCREWS - _ - - _ I'.�pOE � -- _ ADVANCED THRFACFORM TECHNOLOGY W/ 1 1 IFI. W/ 1/4--20 NUTS 2"IAM._ +- OF - - - TECHNOLOGY W/ 1 1/2'Min 2'A4'COM. PENETRATION OF TT6tE4DED O 12'O.C. --�'�` _—� T--= �._... DECK F _— FENETRATION OF TNREAc:LO 1 SILL PLATE AREA O MIDWXITH OF WOOD 1/4'o TAPCDN WITH ADVANCED THREADFIORM TECHNOLOGY— _ APIA _2"1110 U 1.—� AREA O VRMDTH Cf-WOOD ll Rp PLATE. W/1SCHEDULE ON SHEET 15)1/2-Mv..PENt IWATiDN OF THREADED AREA IID WOOD OFCK. l PLATE (SEE SCHEDULE ON SLEET Ni) (SEE ♦SEF tW[�A7gN5 ar USE OF (SEE SCHEDAf ON SrJF1 ,5; HV WALL SILL INSTALLATION '*'HV . 111NTE`8 oN SHEET,9 HV WALK—OVER INSLAI ATION �tiY FLOOR INSTA 1 ATION X FLORIDA BUILDING CODE Ni h VelocityHurricane Ione' 'y�,I1P, VR A TI(��'- ®2017 EASTERN METAL SUPPLY.INC. Aa'�` vCEN ✓y= A.S■S.A■ BERTHA HVTM Z�T:l�_UEC�O , G. Accordion Shutter System RV. BADE 1 W/OR W/o HV. BADE TILLIT TESTING & ENGINEERING COMPANY American tSh utter Systems R".M. DESCArTm ILWtt DITAAw 1X: LLL 6135 n.W_>4Th.sT..Sb.30�.NNc1Nu1 CARDEH5.FLaoA 33,6 Association. Inc. I OLD 15-OBD DO/02/11 DATE os/02/17 _ • Phon< {305)671-1530-To.:(305)871-1531 4768 West Rocco Drive F '•.�� '` ".t c- 11.tIA-0001COM West Patin Beach. FL 33407 3 DRAWING fNo � .............ORIDP: a�, NEW R A.TI.67t9 RtFo e, (800)432-2204 . Fox (561)709-8380 A 17-122 {N n1 WALTER A.n 67 9 P.E. PEyljli[I FLORIGA Lic /4<l6/ 5 SHEET 817 OF 20 END INSTALLATIONS 1HV & 1A HV♦ BLADES INTO 2"x4" MIN WOOD STUDS wow],UDS /..tAPcoR W M (K AMxAmn \ /i:::- ADVANCED THREADFORV _2'x.'1N WOOD \ /(- TECNNOLOCY TIW MUxLER ''� STUDS Ron. W2iv�0o�,. \ / ANGIIONS O 6"D.C. __i"x4'MIN.WDOD ~�\ /• (AS APPLICABLE) A"/2 1/2•YIN.TNREIDEO :x' / `1 STpDS RFO'D. �`'�\ / ) rtt46N. MIRTQN'0 SRUDS OR \ NWADED EXISTING CLASS-, `� 1" EE![1M710N 10 1/2'CD% J/, ' 1 \ / 1 � �\%rtN PLNAT6D•NO STUDS E%bt. •� /( \ -MST",.GLASS -Fx VKG GIA.Sl _4 OF E)a5ING GLASS EOL LASS(SIX • GD ERAL LI_urrATIOM AND CONDITIONS_ OF USE FOR BERTNA --1-1�l 3a1_Sa�12 a1.4 1. AAI.A.S.D. DESIGN PRESSURE RATING: +110, - 110 P.s.f. 2.MAX. SHUTTER SPAN:96•. 3. NTINS MIXIMINCS:A.D,C t 11 ON SHEETS 8.7;AS WEAL AS I I MOIMIIR94A(1�5�M,0.T,U h W ON SHEE 15 16 k 17. 4.ONLY WITH ' � S �E> r}S)MUST ESINCL�EE OAI OkLLY AT CESS SIDES R OPPOSW LAYOUT. IN CASE ALLOWED f OPP011NC 5 s�4•. FiGi `(E 1 6 n S.(A)HV WINDOW BLADE IS SHALL ONLY AI OW A 14XIMUM OF 5 OPENNIGS 1 - nP. U.Elm (3•s HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4- - Of ,0.`A1RaANCFOR�TOP OR SHABOI I M EDGE OF Hv WINDOW BLADE MAX.S WINDOWS }____ __ ALLOW"N HV (C)FU1ST OR T BLADE COPING OUT I—STARIt NS AT ENDS MAY BE 1N WwDM BLADE i# WIN BLADE 1/ (0)HV'MNDOW BLADE lI MUST BF USED ALTERNATE TO A SOLID Hv BIADE(D THROUGHOUT SHUTTER'S WIDTH. 11)C�1 AET EFES nNER LL ALWAYSOF B INSTAUED ADIACENT TO A SCUD HV o 0 C 4 ip 3 SEE FN7 E��E (F)POLYCARBONATE Nv WINDOW SLML! BE INSTALLED 50 lAfis FACE 9 '.HE INTERIOR Of THE OPENING PROTECTED.HV WNDONWIST BE CONNEC-ION _ fE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL BY ASS/. DUALS ON SHEEIN - ��ip INC. IG! Is Y,,` yI rULL HEIGHT. I F�"6 B SEE ANCHOR SPA-J4C SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME _ [�iE9 BUILDINGS ON SHEET 15.AS uWTED BY SPAN AND DESIGN LOAD(SEE NOTES -p 44 @ 2ISM). 1 ' € ."•;E /. SEE ANCHOR SFA[jNG SCHEDULE FOR INSTALLATIONS 14*0 Po::REC CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 h 13 AS LIMLTED BY SPAN AND DESIGN LOAD(SE NOTES 1 t 2 ABM j. B. WNINUM SEPARATION TO GLASS SCHEDULE: 1) R./VI fORROMRERE0IXYEN75) 'JS—TPP TOP Q BO (:W> "gI WL' e SHUTTER SPAN MINIMUM SEPARATION 10 G1A55 D H - \J 6) -- -1111)W011; —. 96-Ma. 5• EUVATION LOL SLSAnJiION TO GAMY E14SINIG CL-55-7 r(SEE SLlml"17 ON SHIM 12 FOR SUR&lY ON THIS 942,1 FOR BADES,'),'Q QA) - - _ ALTERNATIE OPPOSING CENTERMATES 71-22 WI 35( )(TFRLOR ONLY) AND W/ 24 OR 4 (SEE NOTE 4 AROYEI �a TYP. s.WaT'x•cu_cENFERMArEs STt$ ,` /'------------- / \ W/24�OR 3Y ANO ------- W/OSS [SE-E x01!4 ABOVE) ELAMJ TYPICAL 1 HV BLADE WORKING IN UNISON WITH HV WINDOW Bry lf... FI ORIDA BUILDING CODE (High Velocity Numicone Zone PL0 2017 EASTERN META-suPPLY, INC BERTHA HVTM A.S.S.A. Accordion Shutter System H.V. BLADE#1 W oR W N.V. WINDON BIAOE American Shutter Systems IIIEV.N• OESOLsiLOLI DATE I DRAWN V. Ml. ?# TILLIT TESTING a ENGINEERING COMPANY SLATE pF $1165 N.W.3$Ai.M.$105 3 . RGxuA GAAOOVS.FL_w mis Association. Inc. 1 OLD 15-M DII/02/17 DAZE: 08102/1/ 4768 W'GSt Roads 3k ,{ Plan.(305)871-1530.Fa.:(305)871-1531 2 DRAWING No Oq�D�`•'al�,•A •-'^OI:Lds aAft l'Cp1A w.at Palm Fkach. V! 33407 s • \`$ 1 EB-0006719 Phonr (800)432-2204 FDI. (561)209-81180 4 17-122 �{L WALTEk A.1119 Jr.P.E at. FLORIDA lK.1 44167 s SHELT ;,.� $ 0 411FOUIREG wnlMUM VARIES_, INSTALLATIONS W� (1) HV BLADE & HV CENTERMATES �1 -12'0°°'M.. — Y. Asna D.G33'ADE 2-Mm. INTO METAL STUD WALLS * �'" T V. GS ,ALV. GRADE,o ,O Min.0-60 OALV.STEEL u / 136 °Q. METAL STUOS lu +a o.C. a 6.O.C. �j� ® 1�4"e NOMINAL 0 0 /2 470• * GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE I 1p FOR BERTHA""HY BLADE ACCORDION SHUTTER 130 Si= SYSTEM INSTALLATION ATION TO METAL STUD WILLS -NEou++Lo , 3/4.a 1/4"•0.035-TNCK w1.l + IC •6 O.C.^.,_ I �� SEPARATION TO GLASS SCHEDULE '000-- 7 Do()'- COW GALv.STEEL Tan°`CwwRa.I I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 ps.f. r � ASTM A-653 GRAOT 40 IAD.G 60 O 6-O.C. GALVANr2F0 FASTENED,0 S,UOS I EXISTING � 1 MINIMUM W/<2)/6=+/7-T[K scaeAs or+ iMTEa+oa•T3nE15aR FACE ' 7. MAX- SHUTTER SPAN: 84" SEPARATION 43c LENGTH r T' MIN. SEPARATION TD GLASS EXISTING GLA55-- TO G?A55 -(SEE scHEDULt7 a 3. ALLOWED MOUhfTING(�)ON THIS SHEET. J ® 1l4*0-20X3' BOLT 4. ONLY ENTERMATE 21 W/ 24 FN LOCK ARE ALLOWED MUST PENETRATE O 1 I _EXISTING aasH �) WITH 21 AR GED A S METRICAL LAYOUT. I As APPT CABLE N1 O f��1qM� I •6"o.C. 1 USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE r 1'�' 3/i.6 1/4-.0.036-TNG{16n.1 /�� .250"- 0:f0• c;. M11.Srm TRACK CWVrQ�'ARI - INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF I- • ASTM A-633 GRAOE 40 Ifi.G-eD �/ CENTERMATE. GA-VANi2L0 FASTENED TO STUOS 0 6-O.C. n r— �o w/(2)(6.1/2-TrK SCREAS ON 1 T. i I 'CERKYt 6:EXRMOR FAC[ _ - ' 9i X1/4"0-20 THREADS Min. ry * BLADE SLACK DETAIL HVF IS VALID ALSO FOR 4 a "0 W W _ ,/2 CENTERMATE 21 APPLICAnoN WITH BLADE 1Q — PRODUCTS FAB—LOK HD . 72 I EOUIFttu wNIMUM „, VARES•, 1 1/2.0.035-THICK 1 — 0 6- G.c. COMPONENTS A ASTM A-W GRADE 40in. G-60 CAM STO MSWALL HEADER%ILL INSTALLATION F-EXISTING FR.mI AS APPUCAE11ETAL 571105 VV O.C. ;ITP. TOP$ BOTTOM) _——-. —— — VA O.OW THICK Min. CON7.GALV.STEEL TRACK..L. EXS'r64C CLASS _ _ _ _ _ _ ASTM A-663 GRADE 40 thn.G-60 6ALW4420 FASTENFO TO STUDS YMMETRY A �YMM TE RYCAL i I W/(2)/6x1/2-TEX SCREWS ON �._ MIN. SEPARATT011 VARIES 0111A OR t IXTERTDR FALL 438 43b 43c TO GLASS 7- CENTERMATES Wr CENTERMATES W/, (�SCWDUL[) Max II , I I j OTERIOR ACCESS-SIDE : I ;I INTERIOR ACCESS SIDEi 4 ---- - ------------------- -6, �(3a�E) IN 6, \ AeaSTSE6LOOK rLGLASS IN I - IAD A/001510[LOOK(To aK`5W _ _ ----- - _ - - 4 ----_�------ - -----.-_� _�--�_--_-- --- a --- - � J 21 -- ,- - 21- --- --='-1 L2)42 A; 21 - ,4 ---- Hv HEADER/$lL©ENDS VIEW Y (6"Min.) SIDE CONNECTION TO TRACK �' --3 1/4-(Typ.) y6 1/i (TyP.)- -- - -- 7.-_ .� —7"-- - -- —6 1/7' MAY SLACK #* (Corn.) �(@ j60A6iA"'��81ADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE (High Velocity BMrricane Zone HYA O 2D17 EASTERN METAL SUPPLT. MTC. BERTHA HVTM MIL �CO IqC. A.S.S.A. Accordion Shutter System H.V. BLADE 01 Wl CR W RV. WINDOW BLADE American Shutter Systems NEVA. 6Ewan1014 DATE DRAM BY: y_!_ THLIT TESTNIG ! ENGINEERING COMPANY 4A 6366 Ka.361,St,SDA 365.16N:.M r✓RDi .I'_Dxc�3'c Association, Inc. , OLD 15-060 /02/1 0410: 06/g2/17 A _ 4263 West Rood. Or.e _ r Phew (Sos)e7,-1530 -a �(305)8T1-uz: 2 DRAWING No _ 4011% � .- ,:nrt.cNca cwn West P.1- teach. FL 33407 3 �`SS�ONAl. 6\' M-000fi,16 Phone (800)132-2204 F6.: (361)209-8380 4 17-122 'IIIL.TFR A.T,10 151.PF. P.E'w*./SGNASMRE%DILTE nooA Lk./u1a7 s SHEET 6 20 OF 20