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HomeMy WebLinkAboutProduct Approval 1 , .i �, '..-„,,,,v,-1,,„,,,,7; k t e I jj vl lD r S „,,116-.:-1.,':, t -, W II T I*i i .Z,f i. "��x: .( .., .8 ti E,i i i%. f`4` I I. _J �._ SCES Home .Log In 1 User Registration i Hot Topics Submit Surcharge ! Stats 8%,Facts i Publications , Contact Us : MS Site Map links 1 Search i1d. . Florida °” product Approval p 1 USER:z,/,User ,:„..,7:::.,.:,:;.. 1' Product Approval Mrnu>product or Annlirnt(ori,5nnrch>Annlaninn I lar>-Application Detail ,CEIVEG lr „,:i Au ,; I FL 0 FL389-R9 2019 "-'-''''''''1!"------'''-`3 a Application Type Revision WI 2 1 Code Version 2017 pepartrn- nt Application Status Approved perm'tt,4n9,P Cou tYi Comments Archived 0 Product Manufacturer American Shutter Systems Association,Inc: Address/Phone/Email 4268 Westroads Drive _ West Palm Beach,FL 33407 (561)209-8263 bfeeley,@eastemmetai.com �4 Authorized Signature Bill Feeley irodriguei@easternmetai:com 0 Technical Representative 47� Quality Assurance;Representative �@,�Y Address/Phone/Email Category Shutters Sutieategory Accordion Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer orArchltect Name who developed Walter A..Tillit,Jr,P.E. the.Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quaiity.Assurance Contract Expiration Date 12/31/2019 Validated:By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence fL489 R9 COI AMERICAN-SHUTTER SYSTEM ASSO C IN s. 1aRA L1Lt,Q' 12-107 'CERTIfIC$TE OF INDEPENDENCE.PDF I E .8 R9 CDI AMERICAN SHUTTER:, .SIEMS ASSOC IN i -DttAWINC B Rn fi ZLAMFRI AL. i4 f1T ERS SY TFMS[? 01110 17"1 Ott . Referenced.Standard and Year(of Standard) .Standard ear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i, Sections from the Code r Product Approval Method Method 1 Option D Date Submitted 09/18/2017 ` Date Validated 10/18/2017 Date Pending FBCApprovai 10/19/2017 Date Approved 12/12/2017 Summary of.Products EL# 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 4. Approved for use in HVHZ:No EL38IR9 iI Ri"-AN SMATTER SY,TEMS='DRAWING 19- Approved for use outside HVHZ:Yes 128 iaaluAJjy 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"for35 psf negative ASD load the .FL389 R9 AE AMERICAN SHATTER SYSTEMS DRAWING 17- HV3 bladew/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION RFPORT.PDF HV3 blade'w/o window blade and 8'-11"for 62 psf,9'-1r for Created by Independent Third Party:Yes 55 psf HV3 blade w/window blade working in unison;Max.span for HV3 blade w/o-window blade for-Installations into Metal. Stud walls is-79"for max,ASD pressure rating of+72,-72 and. 84"for+64,-64 psf:See sheet 5'for other spans and ASD /: pressures. 389.2 -`—f 8ertha HV Accordion Shutter-Blade Extruded`aluminum interlocking blades retained by tracks(top M 1 Only-(Non-HVHZ)--Drwg 17-107 and bottom)for storm protection I Limits of Use Installation Instructions Approved for use in.HVHZ:No. •_ '1• :u _^,, . I Approved for use outside HVHZ:Yes INC: DRAWING 17-107' BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes', SYSTEM.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D".Max.;Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s,f negative ASD load depending,on centermates,and locking Evaluation Reports rod configuration for HV1 blade,8'-0"'far+64,;-72 p,s.f. FL389'R9 AE AMERICAN SHUTTER SYSTEM ASSOC., A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUAT1Q'1 for metais_stud mountings and 8'-0"for.110.p.s.f,for HV1A_ REPORT,PDF working In'unlson See sheets-7,11 and 20 respectively of Created by Independent Third•Party:Yes / .: installation 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 I Limits of Use Installation Instructions I Approved'for use in'HVHZ No_ �13(}9�R,�[I � QIs � YS rrMMeyASSo_� c IN Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA NV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF • Deslgn,Pressure:N/A Verifled.By:American Test Lab of South Florida Inc. Other:Large missile.,Max. 16'-0"span at 30 ps:f ASD load Created by Independent`Third Party:.Yes for Blade 1 and 18'-0"for Blade 2.•See`schedules`on sheet 112, Evaluation Reports 25 and 28 respectively ,9 .9 .. -u . ► .. Iii t _Y u., a I- 1 P1, A - i, ..opt el 1 1 •I. 1,. It Q. Created by Independent Third Party:Yes EMI I= Contact Us:i 2601 Blair Stone Road:Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrinht2007-2013 State of Merida,::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 mall to this entity.Instead,contact the office by phone or by traditional mall-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;.RS.must provide the Department with an email address if they have one.The email$ provided may be`used far official communication with the licensee..However email addresses are public record:Ifyou do not wish to supply a personal address,please provide the Department with an email address which`cart he Made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please cilcichere Product Approval Accepts: GENERAL NOTES: I. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(SW EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd'0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19.&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(11)& a BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0).DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES, SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.Y.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 SYSTEM COMPONENTS 21-37 SHEETBERTHAATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 • TYPICAL WINDOW BLADE&WINDOW DETAIL -11V BLADE 0 #0214.01-03,#0715.01-03,#1004.01-05, #1214.01-05,#0317.02-06,#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2:_HV BLADE(AND HV WINDOW BLADE Cigl AND E-1896 STANDARDS (MISSILE LEVEL D.WIND ZONES I.2&3)-&#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ©#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1, 2,3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2.NV BLADE()AND HV WINDOW BLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND#1441.75"RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kat YIELD SINENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.-MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Nal'AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. . - MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MW.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING.SHEETS FOR ANCHOR SPECIFICATIONS:HY BLADE IO: 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NV BLADE 0&® WORKING IN UNISON:12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED 70 EASTERN END CONNECTION DETAILS 7-12 &X, WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: FIV WINDOW BLADE ONLY TR ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT.WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D.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 NV AND IID CENTERMATES AND ENGAGE OR LOCK ALL NV AND HD LOCKS. AREA 4: HV WINDOW BLADE(I1 ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION.SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE'FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN-THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIES TO. 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC.AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UFE SAFETY Or THIS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (a)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT'WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL DE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE'SITE-SPECIFIC DRAWINGS FOR REVIEW. (e),ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL..AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED IT. - F°rAUPA°°°,.,_ FLORIDA BUILDING-CODE(Non Hi h Velocity Hurricane Zone) LLII•'� k11&�'. 9 v Y7���� 1�L.'s �J"7 4. 02017 TILTECO,INC. ®2017 EASTERN METAL SUPPLY, INC. L 17 ''• BERTHA HVTM Jia / Ii L ECO INC \ A.S.S.A. RV.Accordion Shutter System ,, •�(r #1 W/CR W/o FLY.WINDOW BIAAE /6 American Shutter Systems It �, bt1AAl�l�� TINT TESTING dc COMPANY Y /EK Na DESCRIPTION DATE DRAWN BY: L.C. a,\ 63551LW.351h.5L.Sen.309.VIRGINIA 01115515.R.DRCA 33169 Association, Inc. I OLD 15-085 07/27/17 SAID. 07/27/17 ..-.'qt' F _. (� Phone I(305)871-1530.Foe:(305)871-1531 4268 Westroods Drive s =�S'S+ L R`D"Ac;,i0`, yes 40006Oas,csm West Palm Beoch, FL 33407 3 DRAWING N/o� SioNAL ' ,FF WALTER A.11LL1T Jr.P.E. 4 17-1 U7 FLORIDA Us.144167 P.E. SFAt/St tATURE/DATE 5 SHEET 6 . I OF 20 4, 906 ViriDON Era E \ 618 MIES 1.4.1' re_b - 6 Max.I S .9.: 8.I .0 g 4j ‘P _ _0 h . ' q (.7 -------- tz t i ,35 4 —.I.385" . i-- -1773-1 . Ilia!' fq%. iv) 375"/ k c?... , 0 HV 90.118D` STARTER C9 HV SOLID BLADE OHV UNIVERSAL FLOATER w 5458179 QUALIFIED„F.VpR USE COVERED UNDER US PATENT # WI QUALIFIED FOR USE w/ HV BLADE® E4). HV DIRECT MOUNT T HV BLADE 0 HV WINDOW BLADE* 6005-75 ALLOY ANO TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE TSEE LIMITATIONS OF USE OF BLADE @ON SHEET 19 6063-16 ALLOY AT TEMPERr- .373:.. "- , 6063-T6 ALLOY AND TEMPER 1.500 .924- f• [ " 12 INil .67." _.......„. 2..70 .556 ' • 570 ".2C o3 /7....- - :?.. i 4.597" ..52. .004.411111111rirlim . ,-; I S 1 0 HV ADJ, ADAPTER W/LIP 4.436" " 0072 , QUALIFIED FOR USE W/ NV (r.i)HV WALK OVER TRACK al-1:-.255. BLADE 0 QUAUFTED FOR WI NV ® HV TRENCH TRACK lf ADJ. FLOOR TRACK 6063-16 ALLOY AND TEMPER BLADE QUALIFIED FOR USE 1/1/ HV QUALIFIED FOR USE W/ HV 6063 r -T6 ALLOY A 0 TEMPER BLADE®ONLY. CO HV RAINGUARD . MADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UE W/ NV 6063-T5 ALLOY,II>TEMPER El vAR1Es N .936 BLADE 1 . 1" 1.915a q VARIES 'LOC 6063-16 ALLOY A01b TEMPER 1.917' , of. imj I '61 1 r — k 1 oxi . I ii_,pif s.', .oar t..•"'3" 'II 093" 1,..7 093* li d - ...., oar gou" 1"-°93 •-• r 'I , .12 in IV . .060" 171 2 g , il. .. , , , J ‘7,:, t•." Z„. . 670 .:3 A. M-3" 1 ---_1--1 r„ •.0,.:21 a o• .• ' - a••••"1. .,1 ‘q. ,041,1 • - • , st li..4, 0 la i 1.686- I g I '11 glti-__-2!J - - . q 3 529" 0 HV CEILING HEADER ..4.) HV HEADER/SILL @ HD CEILING HEADE'ISILL , QUAUFIE FOR USE Wi HV BLADE°ONLY 0 .IFIED FOR USE IN/ HV BLADtpONLY, 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE® (3)HD WALL. HEADER/SILL SEE SECTIONS FOR VAUD . SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE®ONLY. 6063-16 ALLOY AND TEMPER ,....1..., I T ii. V MN.l a MN X MN. I X Y 1 1. III II I ........° COMPONENT_ A Et 11 12 @ 2" 5"MAX. 1/C 5"MAXI o.192. .3,192- x , CORNER POST$ 0 SIDE ANGLES QUALIFIED FOR USE WI NV ALUMINUM ANGLES 113 70- r tm.x. 0.18o 0.1.90' UAUF1ED FOR USE Vi/ HV BLADE 0 QUALIFIED FDA USE IN/ NV , BLADE® 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 1 6063-T6 ALAND TEMPER r 5.MAX.I 0.139"90131- 6063-16 ALLOY AND TEMPER LOY -- -- .. --- - - FLORIDA BUILDING CODE(Non-High-Velocity Hurricane Zone) ofi'-0.11.A.7744-," 02017 DLTECO.INC. 652017 EASTERN METAL SUPPLY, INC. BERTHA HV / HUB 1 ::.:. ECO INC. \ S A Accordion Shutter System ,,,,, : .ii A•S• • • N.V. EtADE#1 W/OR W/O I4N.WITOW BLADE American Shutter Systems %13 11. el,riji.f) I* t TiLuT TESTING & ENGINEERING COMPANY i£V.No DESCRIPTION DATE Di1AWN BY: LC, Association. Inc. I oLD 15-085 07/27/17 OATE, 07/27/17'ME ag • ,: 6355 N.W.30ttu et,Ste.305,MONA 06600m,MAMA 33104 ..... \,.? .:„.."$ Ph,—:(305)871-1530.Fox:005)871-1531 4268 WetTroads Drive 2 DRAWING No \.......ed,'"...PRIO',./..&46. ‘`• o-rood,1irtecoboacOm 28-0206219 West Palm Beach, FL 33407 3 * 17-107 WALTER A.TIWT Jr.P.E. FLORIDA tio.i 44167 4 5 SHEET — P.C!`bvivOnWirtE/DATE . 6 2 OF 20 ------ - I 4660- 9.•- 4.576- 1/4'-20,7 i/e•-20 .E CAST II 1 4' 2.93• I-- o. 4-. RAT TEAR ,V i INREAOED MOUSNG 12M.NEL f/4"-20� I .....kr, 3` ./45 o ST I I . SS.N.S. _ DARE u TEO THREADS •E cm. -a'-" 0 P N ' SIO. I .. pip ryti/ (2 1W.) s 'p;II, i �� 0 HOUSING EtvAIEL Pd) ! S� I nium NTED f-I I... n `S 'AS'I , 5 I v� I EGRESS .6" /4) 1 I _.T►�a.- I G I1r��1 I °4a. T, .002' I ,0 , i .1 - 1!' F --0" O . I 11 // I1.325' 2.2. Of I .n -316• i BiLVS+CYLINDER = 68950 CYLINDER p2 ?.f av� °•4'�•Ro -�" '�""'•"'.-"'-"�')ei cH( &KLYS(CHROME (CHROME MATED) 0 ' -I a._ION . , PLATED) 0 21 HV CENTERMATE � ''s• p I��) 1.326,w - . — HV LOCK NV EGRESS LOCK Abd NV FLOATING CENTERMATE / - QUALIFIED FOR USE V!/ HV BLADE 1�&A ONLY AbF a',�,," A23'•,_ 873,3 QUALIFIED FOR SE W/ NV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER OU PED FOR USE W/ HV BLADE & TA ONLY BLADE& A ONLY. BLADE Q& 1LA�ONLY. 6063-16 ALLOY AND TEMPER ya'• NV CORNER CENTERMATE, Q ALIFIED FOR USE' W/ HV BLADEO)ONLY 250'O.D. 576• + .874", 6063-T6 ALLOY AND TEMPER - PLASTIC HEAD ' sis- X756• 922' 4045" 2 MOLDEDSCREW ��g .. H61.1 n .360'AFTER RIVETING c.- H.P00'i € n • 0 r ci e. "'a4, 'C'6. I4 r- •. 1/4"0-20 x '3J4" BEFORE RIVETING „• g; ri 8 • I " r- NMI , 4"0-20 RIVNUT* S.S. THUMBSCREW J �••• --( V+�,L _ - mI, .,✓ 3 a.t *SERIES 9444 ALUMINUM. (2024-T3 ALLOY)LARGE FLANGE THIN I 6.ThR 4`.F 1 2750+ -4 ... ttt a�2 I SHEET NUTSERT.PART 8 0820,AS MANUFACTURED BY AVOEL PLAN FRONT ELEVATION 4) J-IV MALE "T" LOCK CEN ERMATE 4568" I CHERRY 1E«TORN,PAWSIPPENY.NEW JERSEY 07054 OR EOUM- 27 LOCKER FOR ry"T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE )DULY 29. NV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ NV BLADE()ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ NV BLADE I ONLY QUALIFIED FOR USE QUALIFIED FOR USE LVj NV 6063-16 ALLOY AND'TEMPEi�i"^`' W/HV BLADE IJ ONLY. BLADE 1(7 ONLY. 6063-T6 ALLOY AND TEMPER �25- i.917•;,,,w, 1,_917 k '2 3,161 TI'--" i _ } o Txa I i f f��v ,a- 030.7i1�a,�I [I `I •J�' THUMEECYLINDER OR ttIp o .083 06,2 1. ml IN 21.6` 'I KEY CYLINDER _.11 .214' I f •_, .5<5• Iso 1-1___ __2 i NIIIII1 n .-i m A i , •I• 11 n I .0.875'Min. R �.4 I 8 O 'o '1 .125'Max. 1 HD CENTERMATE- W/ NO OCKt�G ROD #? HD CENTERMATE W/ LOCK,NG ROD QUALIFIED FOR USE IV/ NV BLADE&.CA) QUALIFIED FOR USE W/ HV BLADE(2) 8 J HO CENT"!*RMATE'S INS -RT 6063-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ! $ . VARIES. 12'MIN. QUALIFIED FOR USE W/ NV BLAOE(1 & 1A � I�"l iI . 1.13• 6063-T6 ALLOY AND TEMPER /4`0-20 S.S.RE Sf8'a-1b V _,�TIUM6TURN r-- (STE D TNUMBSCPENS. t I/2' I * (SIE OETNLN) Da .- OR KEY y_:.-.- :._.. .. tf 15' iNl IS CYLINDER ■.r . . I 1.57 Min. $I w ! 1,76'Max. 8@ LOCKING ROD d C) HD LOCK s x.375'0 , 1/4`P QUALIFIED FOR USE W/ HV BLADE�1,} IJ/) I-IV 'I/4" 9s-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 FlOOR COLT LOCK. 6063-TN ALLOY.ANOTEMPER ( 14 NV 3J "SC1E6 ACETAL ERIES. S.S., THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10& 03 d.:'INSTALLATION WILL.REQUIRE A'E ji 6''HOLE THUMBSCREWS - QUALIFIED FOR USE W/ HV-BLADE`TJ - fiILLED-AT-TRACKS-FOR-PROPER EMBEDMENT QUALIFlED FOR' ,, ii"HV BLADE 0- FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone, flit A ©2017 EASTERN METAL SUPPLY.INC. x2017 TLTECa,INC. ,t'';�'��a rel---- 02017 /� �+► Q /� BERTHA H�-.._.—. ,.�' : ICE• . . . IILIECO \ A:�IS.S.A. Accordion Shutter System z. . ,T4, • •i .7 1 N C. RV. BLADE#1 W/OR W/0 PLV.WIttOW BLADE 0'% t'•j American Shutter Systems SER,No DESCRIPTION DATE DRAWN Rh L0, STATE * 75 UT TESTING . ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 OATS: 07/27/17 ` •' ,tAT UI• b115 NXn..}81(. 5)71 123 N Fox t 00)8s.11IX+M Mitt - �� Pelona:(505)871-1530.Fox:(305)871-1531 4W Beat , Drive ? DRAWING Na .,--;.,%*.,F4 c-moa: 0006719 West Palm BeacIT, FL 33407 s •c+�l,'•(QrT.ION../40. 44l� EB-0006719 4 1 7-107 .• 1S 1...`c-# t WALTER A.TAJO Jr.P.E. //}}uaFLORIDA Lit.#44187 S SHEET P.E.SSE jS�LRdA j1RE'yDATE, 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR a/a"+� �—�� HV n HV (1.4 41 12 MIN. I,EAR(JJCE 1..S �" w.. i ' BLADE TGA1-1,--0---,-i,4,:,,,—.... 6 5 HV BLADE 1 r' J LAD a7�t.-.1.--�-� ..... __ DszS 0 2 ...A to 1"'T €xf� w r '""1.7 ...J t{ ) Fro WDtDow BLADE .o6n' i3O;,x-K .0825` • �L7' HV.BLADE 1A � .-.-M4,�1� 1.1H" ph ( B[ADE's ,�°0PENlN+ ,875' Y HV LONG RECESSED NYLON BUSHING "`Io i KNUCKLE 3 .0625 �* _ ® 1 `� .N S (TVP) 0.0625 0 HV SHORT RECESSED NYLON BUSHING .1' `I' v I.- ._, t I d »pi a o �� I FLAT PORTION' 1 f1 37 50'HV NYLON HAT WASHER ' O OR 0 -N 4 ' 01ji .,�E-,.,E-_ 03ir.„.-N \ t1� tI, t".Y HV WHEEL CARRIAGE AISI 302-303 SERIES .i'. f�4}T�"••- 0 'I' nl ,� X V.,211:://si X 0.870"x3/16" THICK NYLON WHEEL ' v MFI NI2 7M6E""MIN. MV WINDOW �0.188"0 AI51 302 SERIES S.S. RIVETS 13t'° Ax SEPARATION03.00' i BETWEEN ,625... ..=;3110.' 0625' ^' •3.7500' j=.662$' @ HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR 1 L__i r `l~ OPENINGS ^ON CE3N/TE"RS;�`"0"Yk NV 2 3/4" ACCORDION PIN W/ #8 HEAD * Tr _.--'-Y 47k b '1¢I nno I • 2'1/4" p�1OOR FVAi ON � r SEN TYPICAL FIV WINDOW BLADE AND dC^}4, POLYCARBONATE IMPACT RESISTANT HV WINDOW 1 . o 0 ss ' 1 �,� POLYCARBONATE HV WINDOW Di*TAIL 1Q OR Q� /-® or ®3 ,,.7..d .T.,. ((SEE NOTE TOR /^) . I I i) REQUIREMENTS) '1 VlOR ® i *PO ARDI I PA. ANT NV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE i E RESINS, UV-STABiI.IZED GRADE OR 5ABIC * t•V PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I:, "ug�+muu Y rI i io'Mg BOTT.M INNOVATIVE PLASTIC LEXAN 103 RESIN ..1! I i O OR O I (SEE NOTE "F" ON SHEET 19). (1p1 o g I i (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR 0. `"v"'i0 _1 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ NV0 OR f EXTERIOR POLYCARBONATE SOURCES FOR Hv BLADE. N1f ICAL SHUTTER ASSEMBLY ,000/2.PROPOROEs T Nv PIN a OR ct AT RFlFP.£NOE N;a4.448A XS»m ssxw lm. l/ (2) HV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT EXT 10R � BLADE'S-KNUCKLE. MEOWS' l: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM WI NV 00.324' 1p I (SEE NOTE *FOR 5 SFECTIC CR4rtm AMY 0092 0.043 5t• 0,043-0M BLADE WHEN CORRESPONDING TO INSTALLATION "Ii", SHEET 7. HNONJ a1g �. ( REQUIREMENTS) � _'I.70i I , iEN511E tao 040001$ ASN 0039 9.400 pt.. 4.500 D.t4 --/n 1 7 FlD6WL 3021=1 Al MEM !SN tlTBO 12$00 Pal 13.10] p.aA (3) HV PIN 0 OR O W/ 1/2" O.D. 1/16" THICK S.S. WASHER �� , nex0Ri0.14001.4.48 ASN 0790 340000 050 345.000 902 SHALL SE USED USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, `0' I I• poop SHEET �0I Il. 000000 1500 NOTCHED 009RN9p?E10P4f94n59101- 0518 0230 18 FF-0/012 FT-0/00 WHEEL CARRIAGE DETAIL laiEr 'OE,' on 10oul 0518 02843 Qs x C-5 z MX SS A SEMBLY LAYOUT on 00814 OM= 0518 DM 4.00 7.088 t7.i,s. N.�$. 2,F HOunON ASN 05929 1040 T 980'r 0 000520 05118 G155 30453E 5488401$AM;-WEARER FO 457$838 9302:ps1 8840 4..03. VMJL HV BLADE SOLID & a HV WINDOW BLADE DETAILS TE STRESS WORE 15F401115494 0515 638 84$i p.al. 8830 942. 1 N.T.S. oors nsisils. +,[� s. — _ FLORIDA BUILDING CODE(Nan High Velocity Hurricane-Zoned ,+, T -- +i. f�. it1'`t,�Mi02017 EASTERN.METAL SUPPLY, INC. 02017 TILTF.CO,INC. BERTHA HV �►/ A.S.S.A. Accordion Shutter System. / L I;E 4 V 1 N G. \ H.V. BLADE#1 W/OR W/0 R.V.W NDOW BLADE 11,132...' 9 American Shutter Systems REV. DESCRIPTION .DATE DRAWN DY: L.C. - T5 row TESTING & ENGINEERING COMPANY � �•(�L�r � Association, Inc. 1 02.0 15-065 07127/,7 DATE: 07t27/17 0 •'.2.4' 1)9 V 1S 8155 N.W.31(305)871-1530-353.`dR00 4 CAROMS,(305)8 f-153AMA 3}t UU Phone: .TGx:(305)67,-,531 4268 W Beach, Drive .2 DRAWING No (�Vy tr West Palm FL 334073 ♦T i ft • UU/QitA,. lv}4i A.TIL67,9 4 i/--i V7 'VONAL WALTER A TILUT Jr.P.C. _ - P.E. SEAL/SIGNATURE/DATE FLORIDA u4..g 14,67 s SHEET 6 4 OF 20 --CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR.CONCRETE BLOCK POURED CONCRETEREQUIRED 1/4"0-20x3/4"S.S. REQ SHEET 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED (`M` (SEE SCHEDULE ON W/ 1/4'-20 REQUIRED t, _CONCRETE ANCHORS 1� -....Tp 1716 QA cTC�YSTONC(TIE u'JUTTNG Say SHEET 7) , /' SHEET 13} NUTS•12"O.C. { '\ (SEE SCHEDULE ON SHEET 13) : " }Min. �' - 3•. f �" Min. -1/4-0-20x3/4"S.S. I + !. ®Oti1� u-EQ---EQ- MACHINE SCREWS -EQ EQ- f. �' - { a - USING I/4"-20 NUTS » i/z b 12'O.C. /1/3'"I-7"", rAl. E 0' 1,„/' I%2 t[I� .2¢0'Max. I „,_,,,,_"__14,....;�,_. nt ..'*Eir t 3 OR 15 ! - t 3 OR 15 1111 111 IE. D. "r i I .250"Max, j,i �4 17I7� 1-15°.:ri 1 E.0' 1 N • 1 I I." /� I OPTIONAL i t i 1 I; / I PTIQNALii ..-� TO MASS(9TE 1"11 O O OR G. /^� E;tISTINC�� (5£E SCHEDULE SEPARATION TO GLA SI) iMO O EXISTING �g 6)y MIN.SEPARATION TO GLASS I 1 _Cr;WET IS FOR �JGLASS ._.-...—•.GLASS-, T-(SEE SCHEDULE ON SHEET 11) EXISTING 1 1( Grass— _I-J `C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION 80 HV WALL. HEADER INSTALLATION + KEYSTONE I n EX1STt.NG _ MIN.SEPARATION TO GLASS 1+ V +TI ((�� GLASS-"+ 1,.y gpµ�al • :.1 i I O FXISIING,,� (SEE.SCHEDULE ON SHEET 11) :illi V' ll ro DASS(STS 4 OR L'"y MIN.SEPARATION TO GLA55 I , GLASS e_T1 TOR (D i-(S£E SCHEDULE ON SHEET 11)DI SECT 19 r'D1 1 ii RAR3@ate , s EXISTING t r.'�OPTIOilN. { G4A5`.-^-+— i E 0. i 1., [Nry�j�p/j } l/4" Mox. {ry��µryµry .E, -opnoNu. NryN,I }�]I�wJ { . , ` , 0-c) E. D. ,' /' /f '�'• Tau: I ; ti 'H11 - 1111 , .1/z/ it) GG,•^� .-E D.?' L i; 16/ -EO EQ- I 1' ' ®ORO ' 1/4"0-20x3/4'SS. / Min. PHILLIPS TRUSS HEAD • 1/4b-20x3/4"S.S.PHIU.IPS t E•l''''' �EQ-•; MACHINE SCREWS USING s _ CONCRETE ANCHORS TRUSS HEAD.MACHINE SCREWS 1 16 + ;(SEE SCHEDULE ON W 1 4"-20 NUTS m 12"O.C. r f r / 1 4--20 NUTS,0 12'O.C. �� / / }- s-CONCRETE ACHORS I/ , j , I'.{ / POURED CONCRETE--Y SHEET 13) (SEE SCHEDULE ON SHEET 13} i t Min. OR CONCRETE BLOCK POURED CONCRETE /f REQUIRED OR CONCRETE BLOCK T�, �}/jf� r OR ANCHORS WALL REQUIRED Arts HV WALL SILL INSTALLATION, POURED CONCRETE...../ (SEE SCHEDULE ON OD HV WALL SILL INSTALLATION l�� OR CONCRETE BLOCK WALL REQUIRED 0 NV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1-EMC SHEET a FOR TYPICAL SHUTTER E.0.o EDGE.DISTANCE •SEE-LIMITATIONS OF USE FOR 2--MOUNTING SECTIONS CAN BE COMBINED. ASSEMBLY (SEE SPECIRCATIONS ON'SHEET 13) BLADE;1 ON SHEET I9 HV BLADE ' IN ANY WAY TO SUIT ANY INSTALLATION.. t,,p IltMa� --- 0.�!LtP p, j 1, - FLORIDA BUILDING CODE(Non-High-Velocity-Hurricane Zone) 41* 11��w�,T_ ••'" '�76 C 172017 TILIEGO,INC. 412017 EASTERN METAL SUPPLY, INC. - : ',,�c asF'.,. BERTHA H Lim b / SIIIS.A. Z .Oat ` Accordion Shutter System . . INC.1 tl C. NN. BLADE#1 W/OR W/o H.V.'WITOW BADE ts 7. { American Shutter Systems IV/.No GESDRlpRON DATE DRAWN BY: UC. Z N' .LoR). • a' TILLIT TESTING & ENGINEERING COMPANY - +. (` 4\ Association, Inc. I OLD IS-085 07/27/17 DATE: 07/27/17 6555 N.W.30th.S6. I-306.4V Fox GA96L)6 1-153RDA 33166 -N-CS;-"LORID'-wle itis Phone:(305)$71-1530.Fa. (305)$71-1531 4268 Westraads Drive 2 DRAWING No slQI�AL � a-mar. 0008•aOLeom West Palm Beach, FL 33407 3 I o 11-ems ,0j1 -E6-0O0UT 4 WALTER A.MUT Jr.P.E. w,r.rrgrrrM FLOWDA u...f 44167 5 SHEET P.E. SEAL fSIGNATUREfDATE 6 6 OF 20 . •g 0,-.g :0 .)•� •E •NOTES ON HV LOCKS AND CENTERMATES: 0> d• �%' s' A (> c> co.4c%' (:J' go'-h-,4 P, „ a;� 1. MANDATORY CONDITION j1;ONE HV LOCK Cr SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 112 OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTALLATIONS AT ANY /f/ ELEVATION. HV LOCK. or MAY BE USED' AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 1 OR + 1 1 j / - !An CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON 1 I�'I TYPICAL SHUTTER ELEVATION. op 2. OPTIONALCONDITION 1;IF DESIRED,FDR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 106�2rO0'?p 'I 1 I I Ii - , LOCKSOR�A MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTLRMATES C! , .I_ \ I !-� ,.__._.r LORO SHALL N OF OBAS SHALL BEED ON NOTE E1) A80VE. I �lll{y _yr LOCATION OF LOCKS SHALL BE AS INDICATED)ON TYPICAL SHUTTER ELEVATION. ae"pw I 3. OPTIONAL CONDITION 12 jYALID ONLY WHEN MANDATORY CONDITION/t OR UMITED MANDATORY CONDITION H �7 IS USED W/'!Wo H.V. LOCKS?: LOCKING RODS ARE NOT REQUIRED.AT URRICANE POSITION, BLIT MAY F,7 1011- 0 -r 4 asr Jnr 8 o oe�4�� '� r'' R� BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS(3 OR AN ALTERNATNE DEVICE `�c--- / IMAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3yp " jj 4.HAMDATORY CONmmnN{2;ONE HV LOCK 0J SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4.or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 1h - ❑ y ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS®9 f5 AT TOP h BO OM SHALL-BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION: f„A HDC-NUC MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ins 5 I / L & P,,, @i� 5: ALIENATE TO MANDATORY cg NORTON 11 VAUD ONLY FOR-HV L 411 W/-SYMMETRICAL CENRFRMAT6 F. _^- .��I - 4f - A33 ;�� g3� OR Q2:ON�AI.TERNATE HV LOCK 2 MAY BE USED IN LIEU OF HV LOC or 25 FOR ANY SPAN AND6=��Q INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE-OR OUTSIDE LOCK.ATTACHMENT ,i+\ .gel g c OF 1/4'0-20x3/4' SS. THUMBSCREW TO @,OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. j " I ox,_11d� —40D-I 0 'S V RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL'BE USED AT 1/2 OF SHUTTER SPAN OR TWO (,--- / Ce-oo ' V } LOCKS AT 1/3 OF SHUTTER SPAN. 1,._ ,// I _ �J I ( 6.Tr(AL(DATORY CONDITION i3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE NV LOCK®Or or Q�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR.BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO sr,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK.e or 0 or®MAY BE USED AS AN INSIDE OR ' 1 I ' I l ij`i 'OUTSIDE LOCK,ATTACHm TO®or g,SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG'FLAT HEAD 5.S. 1 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS '•SS W/ L SEE END--� CONNECTION �, � 1 1 1 � OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 0 1J' 01 (> 0' 01 0' L ©' \/ i> (> 0 V� W(> X 18 TYP.FULL 0. `1`J�-is"' *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER UNNRm 04004.._ . --_ 1.r . la:..1 U .r )"I ,.1,11,, r r, it: d ,, r,r r x.117:...I� •: .,P CENTERMATE *ONE ALTERNATE HV 'i' LOCK 5 MAY BE INSTALLED IN LIEU OF HV LOCKS•OR�9 FOR ANY SPAN AND @WON, • 7O on®oR.1.0 •f 100 INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK® Y BE.USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT �LJJ OF LOCK®INCLUDES USING REINFORCING LOCKERU. AS SHOWN ON SECTION HUG, SHEET 9, WHICH MUST BE 0•@.4 0)• ..Dep Sial CONNECTED TO.CENTER MATES 10 AND j W( 1/4'0_-20 x I 1/2'LONG S.S.THREADED BOLT W/7/8 0 x 3/32' WIN6 • 7 • toon 6 71•j on MAXIMUM ABOVE NITT OR W/D4,BE OWI MIDSPAN, USE OOF TWO LOCOx KING RODS 0r RivNur. O TOP AND BECK MAY INSTALLED IS MANDATORY. OR 12' G•CO'I@•g"0.Ids Da- • *NOTES ON1y HD LOCKS_& CENTERMATES: 1.HV jLOCKS 2 D LOGIC OR.IV FOR HD ANA ANDINSTALLATIONS ATT2ANY ELEVATION.ALTERNATE HD LOCi ONE ALTERNATE HD LOCK(D.KCO MAY BE USED OF TYPICAL 11� HV BLADE SHUTTER ELEVATION AS AN INSIDE OR OUTSID,LOCK.ATTACHMENT OF MD LOCK4)TO€1,IS W/ 3 98 x 3/8"F.H. S.S.MS.,AND INCLUDES M.S. REINFORCEMENT INSERT A5 SHOWN ON SECTIONS HDEI-HV6 AND HOC-NYC,SHEET 10.•LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS g IS COMPLETELY OPTIONAL _00!........... -- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) r •IIII``Q..`".. , -sGI vIC= 02017 TILTED),INC. m 2017 EASTERN METAL SUPPLY.INC. �1 \cENs�:..., ; BERTHA HV-IM -1.. ' C O i N c. ASS••A Accordion Shutter System �. E ■ ■ ■ ■ TLV. RADE#1 W/CR W/O H.V.%OEM 9.ADE �,� '/�� 1 American Shutter Systems ItEV."o DESCRIPTION DATE 04Awi+Br: LC. -Pp �j TICCIT TESTING & ENGINEERING COMPANY '• r F y \ GAM KW.36ui SL,SAL XS.NCGNN CAADENS,rDxaw 331OG• ASSOCIdt10n, Inc. i OLD 15-MBs ]7/27/17 DATE 07/27/17 •. F tfen v 4268 Westroods Drive 2 l •(Q..... ./.14-45Y Phone:(SOS)071-1U30.For:(305)071-1331 DRAWING No 1"sn •.,•„. .` N,- 1 a-nm:�ll.0000a.wm West Palm Beach, FL 33407 s -V/DNALEtivrllhll WALTER AEEI-CMUT 1.0.P.E. 4 7�1 O7 .... NOREIA Uc./44167 3 SHEET P.E. SEALJSIGIVATURE/DATE 6 5 OF 20 . ..----- , __CONCRETE ANCHORS s,,w . ' ' MI5 SERARATIC00 OR / t UN.SEPARATION ' POURED 11..• 5,11L-0 (SEE SCHEDULE ON SHEET 13) To CI.Ass.i(sCO EXISTING • L -ro(Ross ,, CONCRETE , ,(SEE 5.55£0utE ON REQUIRED , ERRE Of -I 11 FCR RATE V., 3 1,11 g MASS-4 . 5.5SPARATToN 1 i g t VEIT IT •1,--2---7--, .. , //. SLAB IF 111.701:g ,0 . ro 4..ss r-TSSE 3005.T.E . tt, 1 T ' '55 StEET TT) ' ' 11 0 EXISTING '; .- 1 ALTERNATE . I ,Li a • . . / , i I .. 77, ., ,,,/1//11' // LOCATION 17 111=fig #10x3/4-HEX WASHER HEAD il k" '3-/-070.5., t ?:1 TEK SCREWS 0 12"0.C. ',II,',.,„ ., ,/ / • .., / . EDGE OF kM.f)°F* 'F, 1. " vs TaN, .11 ,.., (CaNtCRsE1cTE TILT 0'. s i.,err 13) 1,././.„,/„..s., 0' 7 it uuPt CASES Hill i-------- , j„."/ ietia',..,., EXISTING 11 ' •'//Al I // i''''ir/•••/, -. // ..%PAPAW • d APPLICABLE puma) POU FLAT HEAD CONCRETE ANCHORS ra arcs tsts it ,it CONERAtt E.D. CONCRETE (SEE SCHEDULE ON SHEET 14) -H r 0 OR NEST ' . POURED // / Lzf....// / / /4-4-, ' ,• neoulam ers (Dom th SHIM BI PM . ; @ CONCRETE REOLRRED FLAT HEAD CONCRETE ANCHORS Et.N1M(Ok Ta) ' • REQUIRED E.O.* (SEE SCHEDULE ON SHEET 14) IT TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 NSF A.S.D. C)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER a HV FLOOR INSTALLATION t SCHEDULE•#3, SHEET 11 0 HV CEILING INSTALLATION kxi!linG .r-- UN,SEPARAPON _ i .. :, '-'11*-- . . 0 ill---k---- ' CONCRETE ANCHORS (SEE SCHEDULE ON7 SHEET 15) R.45"",-.1 To cum (sto ocomous 1/40 Inv 01.11111EX TAPCON W/ .1.1 Snai 1'0 I II *---(sTr sortOtnE t t , EXISTING / AWAKED 111REARFORU 0 I .0 . ,, : 1 Ems.040—4 GLASS--; ruo9otoCr CO 1/415 P01013 FASTENERS TAPPER+ANCHORS W/ 1/4' EXISTING__,I 4 1,,.,, CLASS ---449'ws=TAms.,err I,) ' 0 .sautioma.TO 0.41S5 1 3/4-1422 =CUM 0 te• MM GLASS ; 6 S '': . --I,otuTs.4p,.44 7 Hy O.C.FOR At'TO 6,-0.SPAN MD 0- , 4*0.0 FOR SPANS LN3CSR VON Ill ; . II :I ,..1/4 . ...0=T".,t4s Eu-k4Ett.RIE-7 , CD :1 riir Eill,r- r(A t . , , I.. ,... ..... , 1 (iw.).TTOTE't ON IN I_i_/_.--] 1/2' " .—1. #10.3/4"HEX'E.,tc.•i ,.•" i SNEET 11 F0R 1.55TATIONS 3/8" 11,a, rmAx. 1 8• I. 0 Gg C, , . „,,.._ tip „....7. — 1 _wigsm.....— v -;/... ....„..._..., I . ,cow.sc.v.Ara :„.... it 1 i I •,•••• 0 ir o.c. n"--/ I • -' ;' ,,,'.•,..: • 1• • '- ::;:'/`,.;,,/,''',7,,"•,'•'"::\,...,t/4•0-21)0/4.SS US #1443/4' HEX HEAD±7: ;/1 5/6"/ , v r""ilt i I ' ' / Mill 'I --, LL ,Z,../..,,,, , e 1 4X...1/4-S.D.S. ix ,./... ,•, : 7,1111111" 1111 I/4^j 'I,/'2'••/"•••• TER SCREWS 0 9"O.C. CONCRETE ANCHORS • - •1.1.. '• .. .'•'•.;%. :.,',:i ',:'•"•,41*.°L."'5' M.S. UV V..../ _ 9 O.C. ; Max. (SEE SCHEDULE ON , •,.','/%7 ,*4A—*.---4A.--*-----A---.A I SHEET 14) . . EXISTING NON STRUCTURAL 1 OGRO lir -KY ,-Chni, ,( ) !!1 I,/,--\,/ .,- ,..- --›• . 2.00"MIN. wAU_1RO.,COECORATTIE 7'E OF •• •I- E.O. I mu) 13 F 4 \ 114x3/4-F.11.SA1S. . MIN. . , POUTED CGNCNETC r;l''' ' t 1'7 8 " , ' / APXoiBLE 1 - A j_,_":), / ...;-,.. \ , ED, . ' I. CONCRETE ANCHORS POURED-CONCRETE (SEE SCHEOLRE ON' REORQuCIORNegREIE BLOCK SHEET 14) ON SNEET'P00450 CONCRETE---\ ‘"'SEE NOTE 13(b) CII SHEET 1 - .• . - • 0 KEYSTONE MOUNTING KaUINST'REDALLATION I ' / / / ;t ED 7 / ' ' ' \\''s EE tam 13RORu0DRtNSR:Tr-E-E ILOCK OPTIONAL- POURED...! ® HV WALL FLOOR INSTALLATION 0 HV WALL WALK—OVER INSTALLATION MA/CINUU NODE ESIGN PRESSURE 464.-72 psi CONCRETE LAURA(SHUTTER SPAN B...0" REQUIRED 0, HV RAINGUARD INSTALLATION t firm t THIS INSTALLATION SHALL BE Var...E.OR..COMEOMMULSEEnn * E.D.4 EDGE DISTANCE REMOVABLE.MEN PERFoRIVE0 Ao.,oENT To AN°moots Do• 41 SEE LIMITATIONS OF USE FOR 4 FOR TYPICAL SHINIER (SEE SPECIFICATIONS ON SHEETOR ENTRANCE 13) BLADE 3 ON SHEET 19 INSTALLATION DETAILS W/ ID HV BLADE ,-SEE SHEET ASSEMBLY . MUNTND-SECTONS.CAN SE COMBINED , . . .0,04~4,........., ' • FLORIDA BUILDING CODE(Non--High _elobity Hurritdeilone: .....-. . - IN-ANY WAY TO-SUR-ANY-INSTALLATION: . "V" ..\,.."\C1.5;..NS)::•4... "..-;;St.. V 02017 DLTECO,INC. (g)2017 EASTERN/1E7AL SUPPLY, INC. BERTHA Hifim a 44 - ..., 1 Accordion Shutter System *14"--.-7.--..---,„4-gigiro''''*' ' IILIEC 0 INC. \ A.S.S.A., . H.V. lure#1 W/OR W/D H.V. WIDOW Bum Americae Shutter Systems REV.Ho DEscRIPTIoN DATE I TY: LC. TESTING & ENGINEERING COMPANY as :C' I, Association, inc. I OLD 15-085 07/27/17 DRAWN IOATS: 07/27/17 \.:4)4,.... 0 10,in .0'4.1, OM nisf.36th.SI,Me.305.MORN CAROMS.FLORCA 33106 Phone It :(305)671-1510.Fox:,(305)871,551! /15iial::°10°° 5m05:cocoo ,,,,,, ..g. , 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING No. EE1-13006719 1 7-1 07 WALTER A.TWT Jr.P.C. 4 FLOMDA Lio./44167 . 5 SHEET P.E. SEAL/SIGNATURE/DATE R 7 OF 20 SEE-END-WALL—CONNECTIO DETAILS-0N SHEETS 10 & 18 *ste NOTES ON LOCKING ROOS 0,HV LOCHS 01 or® '1 -r INSTALLATIONS IN/ c) H V ...•ALTERNATE NV LOCK e ON SHEET 5, OUT go- io. IN /7--£X1SIM40 CLASS ** BLADE SLACK OETAL HVF IS VAUD FOR ALL • BLADE W/ HV CENTERMATES CENTERHATES APPLIC.ATION WITH MA0E10 4.) 1 # OR 4_1 SEE END WALL CONNECTION I I 116)'0'43'@°'©*(3* /*EXISTING GLASS DETAILS ON SHEETS 10 & 14-1 I 7 0 _ fy @'20. >R0* r--- 2"crx1/8"x0'-2 I Cl'(:)°'0'Ocs"O*10 B I/2"- (6083-T8 ALLOY)ALUM. ' OPPOSING t SYMMETRYCAL ANGLE w/(2) 1/4'0 TAPCON ', 't 1/2" OR Cl.6:4 MIN.SEPARATION ANcHORs TO CONCRETE ' 1." CEI4 ER ATES, I CENTJIMMLa „_., (ToP/Borroia)at_ \ oioa3/4-s.m.s. I W/ HV LOOK e4 or ce 1 W/ HV LOCK P'a_r_ _.0'''' TO GLASS (4)po.i/2"sms.To niaE i .. 0.0 FULL LENGHT. AT EACH ANGLE' (TYP)1 I * I (}y.t i (gESSHCEHEr°1 _ i I @ '''' 1 .* IN cs., E -— c - alli I ! 1111111 mmio- '... 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ON SHEET 11) (INTERIOR) I \ • , OUT ____ ,, ANCHORS I ''. ______„..S. ,0- al • -\.. , ... t. -1:; 40.-,-.. Cpy VARIES .,,\4&._ 1222 2 ../ ..T.- „L... I.., ..,_ . . . . c,t - / 1OUT o 1/2"MAX. SLACK ' HVD '•' [-OUT W (EXTERIOR) HVE HVF** ,, , .(.., 9',tlik k V-".4".v - - FLORIDA BUILDING CODE(Non-So Velocity, 0Hurricane Zone) i ‘5, .4 ..., _ OA 414' ..---- it-1/4 02017 nuraco.INC. 0)201 7 EASTERN METAL SUPPLY,INC .../.1‘,G ENS..\,4@":,:. i e , ,,... BERTHA HVim ' *.alekt 1 A , '''..-....."011111. ASSA Accordion Shutter System i*i , IILIECO INC. \ a a • IIII RV. RADE#1 W/CR W/O H.V. ,MMXIVY BLADE . i*: 11 -0 1. .s. „...... . . American Shutter Systems ciEv.tu, pcsamicoi DATE DRAWN FAA LC — IL, ', ' ' 41F0'. /0- MATT TESTING & ENGINEERING COMPANY Association, Inc. 1 ot.a 15-085 07/27/17 OATE. 07/27/17 "....1, %.,. , . 0" V,/ •,,!. 8355 NW.leth St..St.AO.VIAG:,Nta CAROMS,FLOROA 33105 7 11 •,, 4268 Westroods Drive 2 Phone•005)871-1530,Etc(:005)871-1531 DRAWING No `.......•••• v.° mcce- l:VItecotlooLcorn West Palm Beach, FL .33407 3 . 900oSTIS 17-107,o4 WAITER A.TILLIE Jr,P.E. 4 4.44,yftfif FLORDA Uc.#44167 S SHEETRE. P.E. SEAL/SIGNATURE/DATE S 8 OF 20 --------- . ... - ALTERNATE INSTALLATION W/HV "T" LOCK kO. HV MALE/FEMALE. "T" LOCKS CENTERMATES , q.9) 84 LOCKERS ) W/ (i) HV BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 & 18 INSTALLATION (I) HV BLADE OUT , 'r:s- _ IN r-Precsn"2As5 *MADE(DSIACK DETAX MR,INDICATED ON SHEET 8, W/ HD CENTERMATES 6) . 0 , 0 1AS WEU.AS utovuisaL.FLOATING 55..A50 0 MUM.480-488, T 040.0'0.0.0•0).` INDICATED ON THU SIM,toO BE 5555 5154 THIS ALTERRATE oiSIALLAVON DETAIL ENO SHOWN IN THIS SHEEP s.i END WALL CONNECTIOR DETAILS ON SHEETS 10 & 14 I C>0-@-0.0•CO.. @•CO,.0-0-0.©' 0 2.5aNi/eel- . 0063-TO 44100 340.04. 1 40020 w/(2) 10 0'22 i " L. (OPTIONAL) 0* (.m.4_1 (TOOPSWITCO)- t "- - i `() (4)210.1/2"SALE.10 0000 84043d.r,5.24.4.1g. -457- I- I HT DM MOM(r,P) 430. * IN (4)N.V. IN (4)NV. 4 RH POW4HDEN ,a,, HV T PINS MP.) A kr, to (TYP.) TO CUPP t ti Pf") t e IKONSIDE) 0 MAN ------- ' Ii .. .I.,F raliklill Mill/fAIMEBIIIIIIIIII Skill ...4..., . . ,..... .... irt gref. 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'•'. 0-0•@- . 0 _A 0 *021 445105 ON(*0MO 000$01 N1/.,/f,D WON C. 89E0T 5 ID 40.-10 . 1 --Allil **8050100.PLOONO 13440E(3 GM 000-88 6 RAM MEI AU CIENTERMARIS APPLunoms 0414 81400 0) Er name, wAlionsee (ti ' 5re fiDD-HVD** FLOATING STACK --- _ . .. - . k - FLORIDA BUILDING'CODE(NonIf -Hign elorn c,ty Hucone Zone) 1044.- ...-......... /4,„.-4.. tee'•\4e. ..t, 02017 nom.olc. 0 2017 EASTERN METAL SUPPLY. INC. \.,\CEA EIERTHA HVTM ,,, Accordion Shutter System ,41. ---- , 1,,, / WACO • INC . ANS-S.A. Ky. BUTE#1 W/OR W/O H.V. WINDOW BLADE ;,•"' 1 , ,....s. .. "Yr American Shutter Systems Rei.No DESCRIPTION SATE DRAWN HY: L0.,. i um TESTING & ENGINEERING COMPANY Association, Inc. I OLD 65-085 07/27/17 OATE 07/27/17 .-.1 ... 0; ,o'.-* 4.7 P'55",23!('305043871e.-13055,i0‘4:4;o ": , 'i''31:00;SO7n°1-153133"9 4268 Westraads Drive 2 ..... ..4 I DRAWING No C'\ II Et‘ tIt e-rrrol:tateoz000l.com ES-022671S West Palm Beach, FL 33407 3 ''' '',4,110'''' WALTER A.'MUT Jr.P.O. 4 . 17-107 .. FLORIDA Li.IF 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE e _ _ 9 OF 20 POURED CONCRETE POURED CONCRETE -CURED CONCRETE I' ;., OR CONCRETE OR CONCRETE POURED CONCRETE OR !. / / . OR CONCRETE ;-------' '. .--- -' / BLOCK WALL REQUIRED CONCRETE BLOCK WALL ;...' REQUIRED . .• ..' .•/ BLOCK WALL REQUIRED '..," ' BLOCK WALL REQUIRED • .., , 3 f 3 7 , ,' ,, / .; / L—EXISTING GLASS i ,/ /—EXISTING GLASS l' , . . , . r—--S ' F .,..• .., L :- .1-----2-MITI EXISTING GLASS , , , CONCRETE ANCHOR ,/ ,—EXISTING GLASS e/;" /' / .7 . „' .,.., OTT 0C.- .' .• . ,' ...-",... ' -1—- - --- / I__.,,,i, 1.__/ 7-1_ ..:„ „-. ., , IAN'SEPARATION ....C., - ./ .- '..., $7.---r ten, - — r- ; ,. . . ; TO GAS ME , . . MIT.SEPARATION I , .1 .111 MN.SEPARATION . .' .• ' SCHEDULE ON SHEET I / MIN.SEPARATKM , • 3-' 10 CLAM(SEE V EQ 1EO,,./ TO PASS(SEE I . . 11 FM RADE(DAN° . / . ,, / t .-/ 1 ); TO GLASS(SEE . SCHEME TEl SHEET 1/16-Dr MAX.—.. „. I ON SHEET 19 FOR i .` ." ,,,,I , SCHEDULE ON STEET ../ ' 11 FOR RADE°AND , / , ''' II FGR at (DAND (600-76)CONT. maps l',D ar 9 — ir FOR BLADE°AND ; 1 .. 1/12' LIEM- 3 CAI S-EET 19 FOR ALUM.CLOSER CAI WET 19 FM 3 (LOCATE AT 3_, ;-;;;' . ! MIES cDa 03 PLATE. ttocA•rE 1/arill , I/11\ I ct=1,Vr6)7,Fe: B....to LITHO SIDE , / I OF(1)) • 3 AT OTHER SIDE MIN3,-A ci 3), 1/2"MIN. i 1i OF e) 1 i j .1.,USE I"OR r MAX. II 3 I it-,-. I ____.> (AS APPLICABLE)x.2"x1/8"xa-2" I 1",,, ___.....„,.> [ #10x1/2"SACS. rat ,,,-• #10x1/2'S.M.S. li ,11,,,,l 0 1r 0.0. % kUT•,... ALUMINUM CLIP ANGLE ,,,..... —-—Z"-'" T------ "/' 0 __IMIL.,, 1 (6063-16 ALLOY)AT MIDHEIGHT Ink\ I C)-A/fighia' , -, ,„ ; / ' I .(2)1/4D TAPCONS ANCHORS TO \ \ 1 \ I , ,, , WALL AT 1'DC. (LOCATE AT ..,„ 0—/ . ; SEE DETAIL X FOITJ 6- ,...,... 1 OR ow • . EITHER SIDE OF o) 1 150R (tr'' , I 0 OR 0. '. SEE DETAIL X FOR---/ _N. 1 0 OR U.N, 1 SIDE CONNECTION TO TRACKS 0 I 4,643.0'0'0'0'0' SIDE CONNECTION 10 TRACES 31-4.A.E1A‘O`0.10'0•01" (Er•@°13.(3:013•0:4'. SEE DETAIL X FO- SIDE CONNECTION TO TRACKS 810'0.431'&0' it'0'0'0'010' 0.0`.01 0'0'0" 010*0'010•0' 0-0.0.0.0.8'. 0.0•0'.0'0•47.0'. . 0.0-0-0-0-6., &CO-0-0-0.0- 0.0-0-0-0.43- OP 4D-0.0-0-6- 43.13-0•0-0•6- ®. 0-6-43-6-0-9-0-0 a 6-4313-9.0z43-e END CONNECTION DETAIL(1) END CONNECTION DETAIL® END CONNECTION DETAIL(D END CONNECTION DETAIL 0_.) I.11. REOURED ONLY FOR SPANS GREATER IRAN 12*-0"1 .0, /-POURED CONCRETE OR . ' CONCRETE BLOCK WALL EXISTING „,.. GLASS . .- . . . ,.... / ,,, REQUIRED GLASS 0 0- —EXISITNG ' / --1 / -- — ) / / - IAN/ SEPARATION . #151x1/2”S.M. 3 .." „ 016'7.C. TO GLASS(SEE - Mgt SEPARATION ___TO GLASS(SEE 7,7./ , 0°Rom°oR .' .. • SCNEFIME ON SI-tri :" a ../ -" 11 FLAT&ADE(DAIXO CONCEIVE '' \sy2114.'MIN. SCI-LEDME ON SHEET 1 , ; 1.--,.. OR ORGOR(3 ON SHEET 15 FOR ANCHOR 0 .' 11 FOR IL/CEO/NO 7,1' I E.._........ „...d RAMS 0 AA CV I ON SHEET 19 FOR ,,.."CONCRETE ANCHOR ./ EQ MI 0 , .s(D.6) ORO ! .'" ' Fill . I I : ir 5. 1/2 MIN. I ., ri.:_::- ;_, ';-; 1. ,, f i I ,• : 1 ,re, ,• .• anzik 1 ___,---' / ,..' t•lifiL•T— -- -,•- ....• al ottOosOCIR //.. / 2'MIN. .. / liabAs 1. ' ... 2'MIN. / I • SEE UMITATIONS OF USE FOR -- ....e ON SHEET 19 0O14)0R0)0R3oR© VIEW Y ,,- , ,,' . . PLAN 1 I , OR kr`,:r i DETAIL X 113''„ l I ep-0.0.(>000•03- 4.-POURED CONCRETE OR (I)OR N,' END INSTALLATION CONCRETE BLOCK WALL QC)"0'0!0'8'0 00.0°0.0'1t4'' 0 HV BLADE OR () HV WINDOW BLADE INTO REQUIRED (COA. 0'0'0'0'0'0' CONCRETE OR CONCRETE BLOCK- WALL. C.1 0 . ,-,,• O.C:40 C.).0-0.6 --END CONNECTION DETAIL 0 (:)•t..CD•O‘e@'@-010, 0" A A NECTIO II II • L Lto) "0.0 FLORIDA.BUILDING'CODE-(Nori-HI4 h1-1-Veibcity Hurricane-Zone,' ,t` ...**..\)..0 EiV,ii''..,4/1)‘ --i'zstitlii,•' ....... •41,, '4;„ . .(f9 2017 EASTERN METAL,SUPPLY, 1140. 02017'GLIM%INC. BERTHA HVTM _. : ...., /. IlLIEC 0 iNc. \ ANS.S.A. Accordion Shutter System . . . RV.MACE#1 w/ok W/O H.V.WNCOW BLADE . :,•• ...v...._,,, i*: i 1\• .or,) • Z • • I• T LLIT TESTING & ENGINEERING COMPANY Arnerican Shutter Systems MP.No DESCRIPTION MOE DRAWN DY: LC. \T.0,f4766, k 1.CS'$ ...,s,, 4, 5355 NAV.360,St.Ste.305.VIROINI.5 CAROM,ROMA 33165 . ASSOCICHOn, Inc. i OLD '15-085 07/27/17 DAM 07/27/17 — "....stk„'......•.."- (305)87T-T530 Fox:(305)871-1631 A-mc373 eltec;o4oLcom 4268 Westroods Drive West Palm Beach, Fl. 33407 —I- 3 , DRAWING No - ul°1VAL tIkCoti" ES-000014 17-1 07 , . ViALTER A.Tuff Jr.P.C. 4 '....",4•44:e ''' , - MORO%L .i 44187 5 SHEET P.E. SEAL/SIGNATURE/DATE . 6 10 OF 20 1 MAXIMUM ANCHOR*-SPACCING-fir"i,`}-SCHEDULE'FOR A GIVEN MAX. SHUTTER SPAN, A:S.D. DESIGN NEGATIVE PRESSURE.RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE NS ANCHORS SPACING LEGENQ @LO0 A ',C.D 04467 ON POURED.CONCRETE �s6E MOUNTINGS 7.�,C.o ANo f ON sr0-5r 4 POURED C4NCREIEICONCREIE BLOCK TAPCON OR ett7puU4 (A}r/AL4 H A0E A0UNTING" ®WALL'N MOUN'ONG 0 L HEADER MOUNTING ()WALL SILL OUNIING O�WALL 551 PUNTING (9)&(..0 WALL HEADER/SILL TAPCON WITH.ADVANCED SPAN W/Q, rt W/. W/ t4 - MOUNTI G THREADFORM TECHNOLOGY (ft) ASA.0E901 9EG4NE 1REMI13.PATP.O d 45D.0ESIGNIEGAXTG IMMURE.88085 .s1 45.5 DELRI 6564156 PRESSURE RATIN..,• ASD.65521 REGIME PRESSURE RA1910 •" 450:064011 116541 E.R13. 1fiE RA1W0 4.5.9.0.0e20(156916E PRWO E RAp (6StA.' ALL POINTS SOLID-SET 30 40 60 5 0 1 0 160 205 30 40 60 75 0 120 160 205 30 40 80 75 90 120205 30 40 GO 75 InM110 205 30 40 60 73 93 120 160 205 30 40 60 75 9 120 160 205 BLUE TAP OR-0's 14 12 10 10• 9 10 9 B 0 5. 8 B 7 5.5/. • 1p 9 a 6 a & -a s a TAPPER+ 12 10 9' 6 8 6 9• 8 8 55 14- 12 10 : ' ' e 10 9 B 8 8 " 8 8 8 7 14 12 IS • ' ' ' ` • �70 9 7 5.S - 8 7 9.9 4 „ 14 12 .14 10 9 6 6 14 12 10 9 10 9 8 6 6-- 8 J 8 8 a 4'-0 14 12 10 4.5 14 12 10 9 6 4 14 12 10 9 Hj[� 14 12 10 9 IMIUNIIIIIIMIKEllM '10 9 8 6 8 8 6.5 .5 14. 12 10 ' 6 ' ' e 7 5..65- 14 .B 14 12 i0' : ' ' ' 7.5 9.5 4 3 SEE ANCHOR 14 12 10 : 4.5 14,_12 10 9. 8 6 3. 12. 10 9 10 9 8 8' 6 9 8 8. 8 8 5'-0". 14 12 10 - 14 12 10 9 6 4.5 - 14 12 10 9 : 10 9 8 7 8 8 7 5 4 SPECIFICATIONS 14 12 10 • ' : p 8 7.5 5.s 4 ON SHEET 13 14 12- 10 - • • Q la 12 6.5 4.5 3.5. 14 12 10 Sr_+ 8 4.5gm- i4 S2 10 9 (� . 8 8 8 7.6 5`-0 14 12 10 M 14 12 9 8 - 14 12 10 9 mIiM 12 10 9 7.5 4 9 8 75 5.5 4 3 74 12 10 ' ' 14 12 10 9 8 8 8 4S )..1.44..., 12 10 ' ' ' _ - - 55 4 3 12 10 M- 14 12 10 9 94 14 12 10 9 10 8 6' 7 6 '8 8 9 7.5 6 7.-°' 14 14 12 10 0 4 - 4 ° 14 12 10 9 • f0 8 6.5 - - 8 .8 85 5 4 I4 12 10 - - ti I2 /' u 1 r r ' - 46 35 '.4 14'12 70 - ' ' ' . : 8,7.5 7 4 ♦SEE IMNATIONS OF USE FOR 8�-0' 14 12 10 - 14 12 10 9 - - - 14 12 10 9 55:1 115 7- 4 - - 8 7 5.5 '4 3 BLADE ON SHEET 19 14 12 10 5 - • • 8 4.5 - _ 14 12' 10 6.5 45 - ' 13 95 4 } 14 12 1055 4 4 - - -_14 12 10 9 7.5 - - - 14 12 10 9 - Mill � 10 6 5.5 - - - 8 6 - g-•0 14 12 - 14�92 10 9 4.5 - - 14 12 10 9 7.5 7.9 6 - - - 7.5 6 5 4' -. - 14 12 10 - • r a Y5 8125 588 : 55 4 14 12 9,5 ' _ 35 14 12 9.5' 14 12 111W1 5.51 - - 14 12 10- 9 8 8 7.5.45 1G"-0" t4 12 9:5 14 12 10 6 3 - - 14 12 10 3. 6 - 7 3.5 - 7 55 4.5 3.5 - . '- 14 12 7 - 14 12 10- - - -• 14' 12 10 - - - - 305 8'' 3.5 - 14 12 -7. - 14 72 10 - - - - 14 12 10 - - 14 12 5 - 10 - z.- - - - 8 14....25 J5 - 11'-0" 14,72. 4 ® - - 14 12 10 -•-, '• - 14 f2 10 - - _ 72.5 8.5. - - - 14 12 55 - - 14 12 f0 14 12 10 -_- - - 9 70 -- - 45. - - - 14 12 55 - 14 12 79 •^ - - •' 14 12 10 - - 9.5 7 3 14 12 5.5 - 14 12 10 �-�- - - 14 12 10-:-..-Z- in- 74 12 4 8 6 3. 12'-O" - - 14 12 8 �~ 14 12 '10 - - - 115 8.5 y-. 4 - "• - 14. t2 5 14 12 10 - - -114 12 10•- - - 72.5 95 4 - v "'74 12 - fi 12-- - ..!1.4 -9,`4.5 _ ® - a; TH BLADE OR coH VV BLADE 13'-0"_14 /0 - 1111111111111011. ,_ 14 /2 - 14 12'..- - -..- 1111111113.11111E 0-5 : ;:: - - - 5 4 J' _ _ W/ HV WINDOW BLADE .,, t4 12 - - 14 12 - - - - - 14 72 - - - - 6 7.9 4 - - WORKING IN UNISON 14'-0 14 7 .- 75 5® 3 - - it - ^• 15'-0" 14 - - - - - - - - _ 7 35 - 8. T.45 79 3 16.-°" 14 - 14 _ - • - - - ® - - - 14 - .- I - - 4 -^ - - - - _ 1< -- irk' 6 74.6 FLORIDA BUILDING CODE(Non .High-Nelocity Hurricone Zone) /1`.''''."" �'7 1-_ 02017 51TEco.Iuc. 652017 EASTERN METAL SUPPLY;INC. ,1`�,.**. \NCEN,� 4f BERTHA HVTM fi ': z / At ► A Accordion Shutter System o•r3` • j I I L I E C V I N C. ` . . . . RV. DACE#1 W/OR W/O H.V.wtNDow RADE a fi l6, *;' TILLIT TESTING & ENGINEERING'COMPANY American Shutter Systems: SEv.N0 DESXR5PSSS .'DATE ORM ..8r: I.O. Gy;s �•, U 63ss NAY.ma,sc.Ste.S4s�MAMMA cIROCris,FLowW J716o Association, Inc. I O52 15-085 07/27/17 0915: 07/27/17 P ti"(O :'�4s Phone:(305)871-1530.Pox:,(30.5)871-1531 4268 Westroods Drive Y DRAWING NO 4s, •....R14 ;o" 44,tit,1 0-ma G1 �go.cOm - West PoIm Beach. FL 33407 3 • ,� NG No 7-107 '--°NA!•0„,..'' WALIER A 7RLfi Sr.P.E. A /14 S FLORIDA Ua.a 44167 5 SHEET P.E. S'f 3KtNAMRE/DATE 6 _ 12 OF 20. — SCHEDULE-#1 SCHEDULE 42 SCHEDULE #3 . MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' ' (ft.). FOR INSTALLATIONS W/ S)'(4htET(21�AL OR "L-' (ft.) FOR OR '( ' ((4)INSTALLATIONS 1NSTALIATIQN LECEN� CENTERMATES. ® &® or(3J (y) or(i INSTALLATIONS W/'OPPG NG. ti( „11. i1 ;,:11- WOOD HV LOCKS MANSORY` CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE KV. LOCK ® or © or or & +7 W/ POSITIVE A.S.D. DESIGN.PRESSURE RATING. HD LOCK 4, W/ NO LOCKING RODS or ONE HV LOOK' or 6 or r;: +. L MAX. ALLOWABLE SPAN FORA GIVEN NEGATIVE OR (e W/ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P. 0; A.S.D. DESIGN.PRESSURE RATING. CENTERLOCK 283 29 W/ ONE W/ NO LOCKING RODS ® RODS iL MOUNTING F. K & L R, S. & V. Hai- LOCK 30 W/TWO LORE NG (SEE NOTES t,ft) Fr (vNJD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP &�BOTTOM tflSEE SHEET 7) FLOOR/CEIUNG G. H, I, II. J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FL.00R/CEILIIIG: CaNCNETE�W000'INSTAUATIONS 0 CONCRETE 2t WOODxCONCRETE MOUNTING & 14 I wvwM ball INSTALLATIONS 0 /MAIM INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, ,LSO.D1DA6N ASD. UAE A5.0.DESKJIDETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. fNtESSURE WALL MOUNTING FLOOR/CEIUNG PRESSURE WALL MOUNTING PRESSURE FLOOR/000RO MD/91TM RAMS RAMO & R4me GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (v•1) MOUNTING (P.pAO FLOOR/CUUNG MOUNDNO (p.aL) OR DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. (.•OR-) (.•OR-) LL RIS)All NOUNTING� + le (�OR-) F l: L-III) L I.(I) L-(SI T I (e) I-.IN i 1 (e) L-le) 6 MAXIMUM SHUTTER SPAN 1+"OR "1.-"'FOR INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LESS 16'-0' 16'-0' 16'- 16'-0' 30 76'-0" 16'-0' 30 '-0" 16'-0' 105 psL A.S.D. DESIGN PRESSURE RATING' MINIMUM DETERMINED SPAN BETWEEN 'L+'AND L-'. 35 14'-10'''14'-10' 15'-2'2' 15 16'-0' 35 14'-10' 1e-10' 35 15'-2' 16'-10' 40 13'-10' 13'-10' 14'-2' 15'-2' 40 13'-f0' 13'-IO' 40-- 14'-2' _15•-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR ' 45 13'-1' 13'-1'_ 13•-4' 14'-3' 45 13'-1' 13'-1' 45 ' 1S-4' _ 14'-3' t HV CORNER CENTER/IAT E 93 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-6' I3'-7' 50' 12'-5' 12•-5' _50 12'-3' 13'-I' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION 112 _ 55 11'-10' 11'-10' 12'-1' 12'-11• 55 11'-10' I1'-10' 55 11'-1 11'-11' FOR A GIVEN POSITIVE/LSD. DESIGN PRESSURE 60 11'-4- 11'-4' 11'-7' 12'-4' 60 11•-4' 11'-4' 60 10'-2' 10'-11' .NOTE 95,SHEET 5. RATING: 65 10'-10" ID'-10_ I1'-I' 11'-11' --65 10'-10' 10'-70' 65 9'-5•_ 10'-1'— • DETERMINE: Li-Y. MAX. SPAN FOR WALL.MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-'5" 11'-5^ 70 10'-6' 10'_6' 70 B'-9 9-4' L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1'__1_0'-I' 10•-4- 19'-1" 75 10'-1' 10'-1' 75 - 8'-9" f't EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. BO 9•-I6' 9'-10' I0'-0' 10•-B" BO 9'-10' 9'-10' SPAN 1+'OR 'L-'AND MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 10•-5' 85 9'-6' T-5' PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3' 9•-3' 9'-5' 10'-1' 90 9'-3' 9'-3' OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0' 8'-9' 9'-2' 9•-10' 95 9'-0' e'-9" LIMITED TO +64,-72 p•s.f..AND 8'-0" SPAN, SEE IN MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4' 9'^0• 9'=7' 100 8'-9' 8'-4' MOUNTING MOON SHEET 7, INSTALLATIONS. 105 _ e'-7• 7'-II'' 8'-9' 9'-4' 105 0'-7' 7'-11' 110 8'-4- 7'-7" 8'-7' 9'-2' 110 8'-4' 7-T - - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8-2 T-37 8'-4• B•-,," ns B'-r r-� SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'L7+', "L2+', "LI-'AND 'Lt 120_ B'-0• 6•-11' 8'-2' 8'-9' 120 B'-0' 8'-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0' 8'-5" 125 T-10' 6-8' ALLOWABLE SPAN AND NEGATIVE A.5.0. DESIGN 130 • 7'-6' 6'-5" 7'-f0' 8'-I' 130 7'-8' 6'-s• WIND ZONEMINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' T-9' 135 7'-7• 6'-2' SPACING. 140 7'-5' 5-11'' 7'-7' 7'-6' 140 7'-5• 5'-11• ASTM E-1996 SEPARATION 145 7•-3' 5-9" 7'-5' 7'-3" _ 145 7'-3" 5•-9' TO GLASS 150 7'-2" 5•-7" 7'-4' 7-0" _ 150 3, 7-22" 5-7' -6'-9' 155 7'-0' 5'-5'— 1 THRU 3 1'' 160 6'-11' - 5-2' 7'-1' _ 6'-7' 160. 6'-11' 5•-2' 165 6'-10' 5-1' 7'-0' C-4.7- 165 6'-10' 5-1" 170 6'-9' 4'-11' 6'-11' G'-2' 170 6'-9' 4'-I1' _ 175 6'-7' 4'-9• 6'-9' 6'-0' 175 - G-7' 4'-9' 180 5'-6' 4•-B' 6'-8' ' 5-10' 180 6'-6' 4'-B' HV BLADE 185 6'-5' _ 4'-6' 6'-7" 5'-B' 185 - 6'-5• 4'-6' 190 ' 6'-4' 4'-5' 195 8'-3" 4'-3 6•-5' C-5' 195 6,-3' 4•-3' 2006-2 4'-2" G'-4' 5'-3' 200 6'-2" 4'-2' -. 205 6'-I' 4-1' 6-3" 5'-1' 205 6'-I' ,INI-W1"'•}'�f")'� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', II ��• ANT'�„ -"4-C/ m 2017 EASTERN METAL SUPPLY. INC. r T 02017 VETTED,INC. I" •\NC,ENSF-•..`'�'z BERTHA HVTM • ` ASSA i L I E C O ,N�. Accordion Shutter System fc i * tiv. MACE t w/aR w/o Hv.wtroav ? -p'• ': , TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV,No DESCRIPTION DATE DRAWN By:MUEW./L0.- JJ++ !_ Aeaociotion, Inc. 1 OLD 15-085 07/27/17 GATE: 07/27/17 Jn .. ,e'4 F v 6355?LW.3eIR 54,Ste.30S.NRpN1A CAROMS,FICASt.13166 A £ORVC)°,:47,S Phone:(305)571-153D.F.:(305)871-1531 4268 Westroods Drive 2 DRAWING No S+' 2. 1 ,_n Ma: C00670oLoom West Palm Beach, FL 33407 3 .1 , 10 NAL EN�'I''' WALTER AD1IWfi Jr.P.E. 4 17-107 FLORIDA Liu.1 44167 5 SHEET P.E. SEAL7STOISATURE/DATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS,D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING A(DUNIIYG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALIAMS (SFE MOIIHTNGS E.G,&H ON SHEETS 6 A 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ' POURED CONCFEIE/CONCRETE BICOC POURED CGNORETE -. (A) TO EXISTING POURED CONCRETE.(Min. Fc- 3 Illi) • IWmAW @WALL SILL MOUNTING ©CEILING MOUNTING ()FLOOR MOUNTING - 1/4'P TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Nin.rc m 3 Ici) ANCHORSSPAN SPATTING I FGFNR - I/4'0 s 3/4'ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. (Mln..I'C a 3.Wi) (n) O WS0(NEGATIVE PRESSURE PAnuc ,,, SD.IES D1 ILEUM VF 4 RANC C ,. DEepR(rA M1E P�E RANG - I/4'0'BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.Fc =2 ksi) TAPCON OR - 1/4b TAPPCR+ ANCHORS AS IWIUFIRCTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 30 40 60 ,20 1 W 30 00 120,6O 20.5 10 160 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED TRIB THE AMERICAN SHUTTER.SYSTEMS ASSOCUTIOT,INC, 14- ,2 1p 8 '6 14 a 8 6 6 10 -B THREAOFORM TECHNOLOGY (Min.Fa.a 3 AO 3'-0* 14 12 10 111,... 6 �14� B: B 6' 6 ® Io -A 6 ALL POINTS SOLID-SET ' OR LESS1Q,71®00� B 6 Omm�O R; -FEMME 'm0••` 004 BLUE TAP W/CAP NOTES: 9 Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WAN ADVANCED 1HREADFORM TECHNOLOGY ANCHORS AND TAPPERY 9 BB TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0-MUM P 1:1111311111111111[1111111111i11111111111411111 N B X00TTI TF,OTOT© mITT,�' X00 ® A2) MINIMUM CO LM OF 1RMIT R1 3/4'ALL POINTS.5. SOLID-SEF ANCHORS SHA BE 7I 1 INTO THE NHOVER S. C EMBEDMENT B B��®®��aB . . • ®� INTO STUCCO SHALL BE PERMITTED.WALLS 1/4-0-20 THNOUC.MACHINE SCREW USED SNAIL BE 1 1/2'LONG MINIMUM SHOULD STUCCO s 73 �4i •SEE E A.S or Uv:FOA E'%LST,AND 1'MINIMUM FOR WALLS WRH NO STUCCO. - TRACE to CN SHUT 19 � 0.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTINGSA WALL N ANCHORS SHAM BE.LONG ENOUGH'.TO REACH THE AWN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES A1)h A2)ABOVE FOR INSTALLATIONS ON VINO.SONG OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR mmO ® 0 0 D TO INSTALLATION INTO EFS WOH ugrAL STUDS SEE SHEET 20. B-0'6# m0 ®�7�®m ®l 1B i® NIMMIAM�N�iti� (B) TO EXISTING CONCRETE' BLOCK:WITH (A511A C-90) - 1/4'0 TAPCON OR'TAPCON WITH ADVANCED THREADFORN TECHNOLOGY'ANCHORS,AS MANUFACTURED PM I.T.W.BUILDER. ®(�MIQO�Mq� ' 000©Q mm0®® © - I/4'0 o 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW„DOLT T SPECIALTY COMPANY. 7'-0'®® TT0®©TO ® ®qI � 7 5S®® 0 - 1/4P BLUE TAP CONCRETE ANCHORS W/CAP 0.S NANUFAGNRED BY fl-CRUOR DISTRIBU DIRECT, RNC• t/4D TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS;INC.,ANG DISTRIBUTED BY All POINTS SCREW.BOLT 8 SPECA.tt�� 6 � COMPANY OR ANY OTHER APPROVED LCENSED OR AUTNGR12ED VFNDOR REGISTERED WIfN THE MIFFICAN.SHU11eTRSYSTQAS ASSOCl4T0a.INC. 8-0' NOTES:TES: MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BIDE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND IAPCON ®® B � 6.5®ea WITH ADVPNCED iHREADFORIA TECHNOLOGY ANCHORS IS I'. 9-0 , 7 EE]illi B.2) IANPIUM EMBEDMENT OF 1/40 a-3/4'ALL POINTS 5000-SET ANCHORS SHALL BE ENTIRELY EIdBEDDED INTO THE CONCRETE BLOCK.NO ®r MINIM TO Dm 111 • EMBEDMENT INTO STUCCO SHALL BE PERMUTED. 1/4'0-20 S.S. MACHINE SCREW USED.SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO Nytl ®® �e®®, ®� �® . EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. awm , p �OO®IL NIBS' 0� MOW©000 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAYERS OR ANY'VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1 p'.p' ANCHORS SHALL BE.LONG ENOUGH TO REACH'THE MAIN STRUCTURE•BEHIND SAID WALL FINISHES..ANCHORAGE SHALL BE AS INDICATED ON MICESR © OO ®H1© Blehl� N� TAO NOTES B.1)h B.2)ABOVE FDR INSTAUAT10NS ON VINYL SIDING OR UFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER �B �Bg���117 8��� W+ ®' = eB FOR INSTALLATION INTO ELF'S WITH METAL STUDS SEE SHEET 20. i i._ON DOI I IO X00 QI� �® (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE.RECOMMENDATIONS AND SPECIFICATIONS OF THE AIICHOR'S MANUFACTURER. i C�®®1 lino iiu11®i1i®g1i�i n 5 (0) SEE SCHEDULE BELOW FOR EDGE:DISTANCE(ED.)VERSUS SPACING RELATIONSHIP. FOR ANCHORS. D3 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 12-o ® Tota mn®< ®oo m ® TTvo B� ,�] OQAOm ' [�T�TOTTO 0�0 BY MULTIPLYING ANCHOR,ISPACING ARE VALID FOR EDGE DISTANCES INDICATED•BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING ®ii11111111lo2s N 1 ®1E11 BY MULTIPLYING SPACWO SHOWN ON SCHEDULE BY TIEELESSFOLLOWINGT FACTORSREDUCED SPACING ODTNNEH USRNON CHE SHALL 110E BE LESS THAN TORS.M SPpfJNC UADICATED FOR EACH ANCHOR TYPE. FACTOR 13'-0"INI11.1111j11 0v0 I EB © OQ 000100 .ACTUAL TAPCON.WITH ADVANCE°' TAPPER + ®nCgasa®� �ae�ae��� Figgie 0 .V B ,R OIEDGETAPCpN ALL SOWN .3 SEF BENE TAP W/CAP - iHREADFORM TECHNOLOGY AIN.SPACING TT1TimeliImA®TTa neCIO ®� 0 ED. MIN.SPACING m 3" MIN.SPACING 3" NM.SPACING a 3 1/2''MIH.SPACING 3' 3 J/a' 4' 14•_°• [, 1E ft\N 131-AD L POURED CONCRETE k ppm)O.Fl7EIE ODI,p3ElE HDIX POURED CONCRETE h POURED CONCRETE 6c pq�Oprp7E7E ATE gL0( ® A 0® IV000F�]D000 V A DD! CONCRETE BLOCK um En•31/2' Ua1.110..2 I/2' CONCRETE BLOCK . CONCRETE BLOCK Mr1 ED..3 1/T MN ED.21/Y RIA Ba���BB®8����eB®�®B �a IAN.ED.•Y FEY 110.78 1/Y MN 1 •3' ua00000lra mum oTlaamTv© - pimp BLADE WORKING: 3' LD o.81 1,0 o.7B 1.0 0.94 1.0 15'-0 ' '_ IN UNISON.♦ z t/i' - o:et...._ t.o osY t.o 2• - 0.71 - -' - 0.51 - • lir ' ®® 1 3/4' 0.91 - - - ."---- 1 -0,43. - a��BQ1B /111111111111- - - - - 11 - BBE 1.1/2- GM . ..-.. 16,-0. - O.JS' 0.5 as r s - - - - - 6 6 + ,:, : FLORIDA BUILDING CODE(Non High Velocity Hurrricane-Zone) • ,',1,1 �(•' \ .�,. �.A ti/� 02017 _' TlTO EC .INC. ®2OBEREASTERN TNA HSUPPLY. r,TA v .?� Accordion Shutter System 'IILIEco INC. _ AINS.S.A■ y i p10 •![ � C FW BLADE#1 w/OR.W/o KV.. BLADE. •O 1 q l� - T1WT TESTING & ENGINEERING COMPANY Americ©n Shutter Systems AEy.NA DI;ScwPnpN DATE DRAWN 0Y: LC. • ATE or r'*, 6355 8.0.3110.E6 51.305.ACRD 6810015,FLORID 33186 AssocIatIon, Inc. t OLD t5-085 07/27/17:DATe 07/27/17 t.jt,\ -�i Phone:(305)37I-1530.Fos;(305)871-1531 4268 Westroads Drive 2- DRAWING No pRjpp ,..(I II a moN 00067am.00m.EB- West Palm Beach, FL 33407 3 17_107 1--_1O:......,..•••'`C%V,1111 WALTER A.TIWTI Jr.P.E. 4 �...- W A 1� FLORIDA 44167 5 ,SHEET P.E.56k Ai{912�',DATE a 13 OF 20 MAXIMUM ANCHOR' SPACIND Ora.SCHEDULE FOR A GNEN MAX SHUTTER SPAN. - - -- - - - ------- A,S.D DE,SIGN...NEGAID1F PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRFTE BLOCK INSTALLATIONS (SEE MOUN5N0$1,J,K S L ON SHEET 7) POURED CONCRETE - - POURED CONCRETE/CONCRETE BLOCK • gNCHORS SPACING LEGEND t WALK ovER g h}1RENON M/3aYUY U 9ERtapt{G�S�L El �JJ- oRNNGUARD MOUNimc �K}WALL/FLOOR MOUNTING �L WAI1fYtAt}C OVER MOUNTING TAPCON OR ASD.DEM MAINE PRESSURE Woos(p f S.S..821 5t541115 16692(9E(#1210 0/11.4.59 o[Sa 11600E RISSIIRE Rom(pi&SA.69010148054160164020816841040(qi', 7APCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160+(205 30 40 60 75 SO 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14•12 '10 9 .. 6 6 12 12 12 12 12'11.5'8.5 16.5 7 7 7 7• 7'7 ,7 5.5 5 5 6_ 5. 5 ',5 5 5 ALL POINTS SO(.10-SET 3'-O' is'12 10 9 6 6 12 12 12 12 12 12 95'7 7 7 7 7 7 7 7 7 5 OR LESS 14 12 10 9 6 6 12 12 12'12 0.5 8 6 4.5 7 7 7 ,7 7 7 7 6.5 5 '5 5 5 5 5 5 5 .5 5 5 5 5 5 5 BLUE TAP 14 12 10,9 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 6 12 12 12 12 115 8.5 55 5 7 ,7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 72 10 .6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7. 7 7 7 5 5 5 5 5 5 5 5 4,_O. i 4 12.11101 i D -8 6 1 5 ¶2'12 12 95 8'8 4.5 3.5 7' 7 7 7 7 7 6.5 5 5 '5 5 5 5'5 5 -5r- 14 14 12. 10 0 6 6 12 12 12 12 10_75 55 4 7 7 7 _7 -7 7 7 55 5.. 5 5 9 5 5 5 5 ' 14 12 10 -9 , 6 6 12 12 -12 11 8 7 5 4 7 7 7 7 7,5.5 4 3 5 5 15 5 5 5 4 3 5'-0' 14 12 10 9 6 6 12 12 12 12 10 7.5 5S 4 '77 7 7 7' 7 7 7 7. 5 S 5 5 5 5 5 5 14 92 10...,,9_, 8 6 12- 12 95 7,5- 8 4.5 35 - ._4_, - 7 7 1 7 7 0_37 35 5. ,5 5 5 5 5 5 4 14'72 10 -9 6 "6 12 12 1295 8 8 4.5 7 7 '7 7 77 5.5 45'S 5-5 5 5 5 1 * SEE ANCHOR 14 12 10'9 6 6 12 12 11.5 9 7.5 5.5 4-3 7 7 7 7 7 '4,5 3.5 - 5'5 5 5 5 '4.5 3.5 - SPECIFICATIONS 112--Ter-i- 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 77 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 6'-0" 14 12(10 9 I 6 6 1Y-12 13 6 5 s 3 - 7 7 7 7 -7-'5.5 4 5 5 5 5 5 5 4 3 14 72 10 8 6 6 12 12 10 9 6.5 5 3.75 - 7 7 7 7 78 4,5 5 5 S 5 5 5 4,5 - 14'12 10 9 6 6 12 12 15 0 6.5'5 3.5 - 7'7 „7 6.5 5.5 14 - - 5 '5 0 5 5 '4 3 - 7•-O• 14 12 t0 9 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7SS 5 3 - 5 7 7 6 5 5 '5' 5 5 55 355 3.3 3 '5 5 14 12 10 9 6 6.72 10 51,52 S5 4.5 3 7 7 7 7 14 12 10 9 6 6' 12 12 85 7 '5.5 4 - -, 7 7 7 7 7 5 - - 5_S 5 5 5 5 5 5 5 5 '5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 '10 9 ' 6 - 12 12 6.5 7 5.5'4 3 '_7 7 7 5.5 4.5 3 - 5 5- 5 54$ 35 - - PSF A-S.D DESIGN PRESSURE 8 -0 ' " 14 12 10 9 6 - 12 12155 7.5 6 45 3.5 - 7 7 7' 7 7 7 ,7 4 5 '5 5 5 5 5 5 5 RATING & FOR SPANS PER 14 X10 9 , 6 - 12 9 6 45 4 3 - 7 7 7 7 s.5. 4 - S'5 5 5 5 4-'3 - SCHEDULE /3, SHEET 11 14 12 10 9 6 - 12 11 7.8 6 5 `5.75 - - 7 7 7 75 6 45 - - 8 5 '5 5 5 4.5 - - 14 12 10 9 - 12 115 7.5 6 5 3.5 - - 77 85 5 4 - - - 5 ',5 5-5.4 3 - - t+ 72 10 9 - - 12 17_9.5 65,55 4 3 -• 77777763' 5 5 5 5 5 5 5 9•-0- 14 12 10 9 - ,0.5 10.5 8 5 ,4 3.5 - - - 7 7 7_ 6 5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 6 - - 12 10 0.5 5 4,5_- '--7 - 7 _7 7 6!75.5 - - - 5-%5 5 5 4 - - 14'12 10 -9 ' - - 12 1105 7 5.5 43 3.5 - - 7 7 5.5 4.8 33 - - - 5 5 5 4.5 3.5 - - - 10,-0"11 12 10 9 : L:-. 12 111 6.5 6 5 35 - - 7 7 7 7 7 7.4.5 -D. 5 5 5 5 '5 5 4.5 1144 4 12 70 9 - 9.5 7 4,5 3.5 3 7 7 7 '5.5 4.5 - 5 5 5 5 4.5 3.5 - 14 12 10 5 - - 12 '9 6 5 4 - -. -. 7 V 7 7 6 5 - 5 5 5 4.5 5 - - - 14 12 10 5:'. - 12 5.5 6 5 _4 3 - 7 7 5' 4 3 - - 5 5 5 4 35 - - - 5 5 11,-0.14_I 12 I0 191 - - B.5 8.5 4 35 4343- - - 7 7 5 -5`4V 7--.3.5 - 5 ,5 5 55 4 3 5 4 f/��"'�� \\/j ti '12 14 9 - 11 8 55 4 - - _- 7 7 7 5.5 4-5 - - - 5 5 5 5 45 - •- - t ' 1 HV BLADE ONLY 'la 12 10 '8 - --- 11.5 8.5 55 45 3.5 - - - 7 ] 4.9 3.5 - - -' 5 5 43._15 3 - - - ` / 12'-0"14 12 10 9 - - - 12 9.5 6.5 5 4 3 - - 77 T 7 7- 6 3"'- 5 5 5 5 5 4-5'3.5 14 12 10 9 8 6 4. J - 7 7 55 4,5 33 - 5 5 5 4.5 4 3 14 12 10 9 - 10 7,5 5 4 - - 7 7 6'. S - - - 5 5 5 5 4 - - - 14'12 10 5 --- - 10.5 8 5 4'354- - - 7 6.5 45 3.5 - - - 5'5 4.5 3.5 3 - - - ' - 11.5'8.5 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4,5 35 13'-0''WW1 14 12 10 8 - - - 73.5 35 3 - - - - 7. 7 5 '4 3 - - 5 5 -5 4 3 - - - 14 12 10 9 - - 9 7 4.5 3.75 - - -_ 7 7 5,5 45 - - - 5 5 5 4.5 4 - - - 14 12 10. 9 ...-_,L_.'- - 10 7.5 5 4 3 �- - 7 6 4 3 - - . - 5 5 4 .3.,'- - - - 14 12 10 0- - - - 105 8 5,5 4 3.5 - - - L------ 7 T 7 7 4 - - 5 5 5 5 5 5 '3 3 t a'-0" 14 12 10 9 - - - - 8.5 5 3 .. - - _ 7 7. 5 -4 - - - 5 L5 5 4 - - - - 74 72 10 9 - - 8.5 85 4 7 7 5 + - - _ - 5554 - - -:---14 12 10 - - - - - 9'7- 4,5 3.5 3 - -- - 7 15.5 3.5 - - _ - - 5 5 3.5 3 - - -___7__ 15,-0"1744 1212 10t0 - - - ._, -- 106 754.5 '53 4 3 - -. 7 7 7 7 7 7 45 3. 7 3-5 - - 55 ,,55 455 S S 4 3 35 5- 14 12 10 6 6 4 14 -12 Y0:' _ - 95'7 4.5 35-'3 - - r7 7 7 7 6 3 - - 5 5 5 'S 5 4.5 3.5 - IP. . 14 X12.10 - '- -.'6 '4`5 3' - .- 7 65 4...- S 5 .5_,.5 . ,717 J • - - -}_ 5 45_ • FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) ,`,` Y".G ... .J 1I 2017 EASTERN METAL SUPPLY. INC. It ` 02017 1LLTEC0,INC- ,a ............ .,\OEN6 ••., BERTHA HV TM -- ASSA �!r•.. -~~ / 1 t L I E C O INC. ■ . . ■ Accordion Shutter System - , 3 Li:v. BIaDEi'w/OR w/o H.v.-NlrmotV RAE �I, •+rJeJ-"'S t*,7 TILUT TESTING & ENGINEERING COMPANY America i ShutterySystems RV.Ho 00569111109 062E DRAWN 9r. L.c. •, UF•' ,' 44 6355 11.W:361h.It_019-352,519WNW CAROM.3.0050 53160 Association, Inc. I OLD 15-085 07/27/17 Dm 07/27/17 y, Phone:(305)871=1530.Fox c(305)871-1531 4268 Westroads Drive 2 DRAWING No p S5 (.,{,".,J,• ,},.••'♦�'I<,, 5k 4-1n,6:t;lleeoo.i.co. West Palm Beach; FL 33407 3 (% o -V/"7Y�1L�x`�1j 7111` 19 WALTER A LLIT Jr.P.E. 4 1 I`-1 ! FLORIDA Llc.#44167 5 SHEET P.E. SrAVSMMA`CURE/DATE 6 14 OF 20 MAXJMUM A.S.D. DESIGN PRESSURE RATING (D,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) 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). I _• LJ E -r 1--‹AT __., SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No, 2 W/ MIN. G=0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR'SOUTH 1/2" MIN. CDX 2 W/MIN.Ca P'. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. 0=0.50 W/ MIN. 0=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.50 W/ W/ MIN. 0=0.43 W/ MIN. G=0.36 MVfmuM SPAN III) WALL MOUNTINGS CMOUNT I WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O, WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V 1ST 0i9.HGOH HMS 0118(p)156Moat 110065 Leo(71)650.08$4817Rd RUM/At8 4¢0 ASO 02.18776E 6000 ARC Gd)1.55105 66810 RM RV16(AUL 15012$6000 8718 444 ISO.89316070 AMIE 6426141 4515 asa Kurt 190.1^I,006(H8 6.5 VA 6011560511406(51)6510M ACME 9033 an 64 30 40 60 75 90 106 30 40 60 75 90 105 30, 40 60 75 90 105 30 40 60,75 90 105 30,40,60 75 90 105 30 40 60 75 90 105 30 40 60 75,90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-9"OR LESS 12 10 10 9 8-8 6„..6 6 6 6 6 12 10 10 9 11'8 6 6 6 6 �6 6 12 10 10 9 �8_ 8 6 6 6 6 6 6 6 5 , 4 4 4 3 12 12 12_12 12 12 12 12 12 12 12 12 12 12'12 12 12 12 4'-0" 12 10 10 9 8 8 6µ6 6 6 6 6 12 10 10 9 8 8 -6--.5 6 6 6 6 12 10 10 9 8 8 8 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12'12 12 12 12 12 _ 5,_0. 12 10 10 9 8 8 6 6. 6 6 6 5.5 12 10 10 6_,.8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 72 12 12 12 12 12 12 12 12 12 12 /2 12 12-12 12 70.5 6'-0" 12 10 10 9 8. 6.5 6 6 6 6 5.5 455 12 10 10 9- 8 5_ 8 6 5 5.5 5 4,5 12 10 10 9 8 35 6 6 6. 6 5_4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12-12_12 12 10 8.5 7'-0" 12 10 10 9 6.5'4 6 6 6 5. . 5 4.5 4 12 10 10 9 5 3 8 6 5 5 4 3.5 12 10 10 7 .35 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12�12 12'12'12 12 10.512 12 12)0.58.5 7.5 _ ._. ,.. .._ _ __ 8'-0' 72 10 10 7.5 4.5 3 8 6 6 5 4 3.5. 12 10..10 6 3.5 - 6 6 S a,5 3.5 3 72 t0 70 4 - - 6 8 5 4.5 3.5_ 3 6 _5 4 -. - - 122 I2 12 t2 12 t2� 12 12 12 12'Tr 9.5 12 12 i1.5 9 ,7,5 6.5 9'-0" 12 10 10 5 3.5 - 6 6.5 " - 6, 6 4�5 4 3- 3 12 10 4 3 - - 6--8-'4:5 4 336535- - - 121212I21210121212115858512121088556 10'-0" 12 10 7,5 4 .- - 6 6 5 4-3 -12 10, 6 3 - -.7-6 6 4 3.5 3 - 12`10 3 - - - 6 6 4 3.5 .3 6 5 - 12 12 12 12'11,5 9.5 12 12. 12 10.58.5 7.5412 12 9 7 6 5 11'-0" 12 10 5:5 - - 6 6 4.5-. - - 12 10 4.5- - - 5 5.5 3.5- - - 12 10 -- - 6 5.5 4 :-- 6 5. - - - 1�2 32 12 12 10 8.5 12`12 12 9.5 8. 7 12 12 8 _6.5_5.5 4.5 �'6. - - - - 12 12 1211.59,5 8 12. 12.11 8.5 7 6 12 11.57.5 6 5 4 13'-0" 12. _10 - - - - 6 6 - --- - 12 10 - 6 4,5 - - - 12 7.5 - - - 6 4,5 - - -- 6 .5 - - - 12 12 12 10.5 8.5 7.5 B 12 12 10 6.5 5.5 12 1-65 7 5.5 4,5 4 14•_0" 12 10 - - - - 6 5,5 - - - - 12 7 - - 5.5 4.5 - - - - 12 7 - - - - 5.,_5 4.5 - - - - 6 3 - - - - 12 12.12 9.5 8 8 12 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 15'-0" 12 - - - - - 6 - - - - - 12 '- - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 18'--O' 12 - - - - -_6 _ _ - - 12_- -,- __- 5 - - --_- 11.51- - - - - 5 - - - - - 6 - - _- - 12 12_10.58.5_6.5_4 12 12 8 6.5 5 3 11,58.55.5 4.53.5 - 0 HV BLADE OR 0 HV BLADE W HV WINDOW BLADE WORKING IN UNISON' f 5TE 0811611085 OF USE FOR 81305 436014 SHEET 1R + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAU.FLOOR OR SOLID WOOD SOFFIT SHALL OE AS FOLUZYS: 3.SUBSTRATE SNAIL CONSIST OF THE FOLLOWING; -SOUTHERN PINE No.2 W./Ga055(NA.S) - 1/4'0 TAPCON ANCHORS.AS MANUFACTURED 8Y I.T.W.Q60106R w/MINIMUM E 405055IR AS INDICATED AT -DOUGLAS F1R W/0=0.50(N.03.) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W(/0=0.43(11,0.0.) EXCEPTION:SEE NOTE 2 8510W. -SPRUCE PINE HR 501130 W/0-0.36(44.0.5.) -MIN.1/2"COX PLYW000(1986 APA) 2.ANCHORS 10 HOLLOW CLUNG SHALL BE AS PER MOUNTING 1YPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER 1405 2015 SPECinCA1IONS. 4.ANCHOR'S0 SMALL LL 80 N:INSTALLED FOLLOWING ALL.OF THE REC0MMEN0A1TUNS AND SPECIFICATIONS OF THE Foosille :_ FLORIDA BUILDING CODE(Hon High' Velocity Hurricane Zone)) - ;� Gp,� hi-4,l .. qq1, � .. " rw 62017 TiLTEGO,INC. ©2017 EASTERN METAL SUPPLY. INC. AV' ‘14C • ✓S} BERTHA H IM.. i f�Iw_ ., Accordion Shutter System z *. Ilii" IL iEC 0 INC. A ■S■A■ H.V. ELME#i w/OR w/0 H.V.NMNDOW BLADE -0: * . American Shutter Systems REV.Ha DESCRIPTION DATE 0145841 8Y: 'LC. + ,,/yj- T1LtSW TESTING & ENGINEERING COMPANY . la% 7 f t - Association, Inc, I OLO 15-085 07/27/17 DATE: 07/27/17 83.45 N.W:3630.St.,Ste,305,Y.RGINN GARDENS,FIDRIOA 33160 '�3'a 4j ¢ Phone:(.TDs)67T-1s3O.FD::(3071671-153i 4268 Westroads Drive 2 DRAWING No e,t^s'".t7i{it) `.../..4P.' .1 4,0 a-tool:UIIec4Ooo.com West Polm Beach, FL 33407 s �7 � 7 _`5.4:NA` t.VAs " f8-00087T9 4 !'fl Niq{ WALTER A.TUX Jr.P.E t FLORIDA Lie./44167 5 SHEET P.E. SEfLiSteimAYORE/DATE6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR T HV & g NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH Hy BLADE Cl.) ONLY SHALL WALL FINISH 'BE 'LIMITED TO 105.0 pst A.S.D.. -DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A1 1/'4 TAPCOt!OR ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WiTH BLADE (1D& * WORKING iN UNISON `• �^'' 7A4PCON WITH ADVANCED -y 1 : THREADFORM TECHNOLOGY r j'—.,,,\` /,i�"" a t/4"0 TAPCON OR • Yl/1 1/2'Min.PENETRATION /- y TAPCON WILT(ADVANCED THREADFORM TECHNOLOGY --E- 1 �' i OF THREADED AREA TO 'i, -�� - f W/ 1 1/2'Min-PENETRATION OF THREADED AREA TO EXISTING pp EXISTING WOOD HEADER. '� -A- • • WOOD PLEADER.(SEE SCHEDULE ON SHEET 15) i Tp GLASS('SCE 1 VOR/24 f� i Wt I " (SEE SCHEDULE ON SHEET 15) r �;\ W 1 I/4b-20x3/4.5.5.MACHINE I SCHEDULE ON SHEET .• �` 7 I\, r{ . f -, �i 71M('j$1 / SCREWS 5/7/4'-20 NUTS 1--11 FCR WADE ONO`... F; x 4.� v R CN 5-I ET 19 RJR LI s • :at aNr_ �aR{� I {�� i c+ j` W 12'O.C. (it( I •t,.1t I �� / $ �'i j� I v ( 1'Mine EXISTING i &SSU?&� c {I !! i 1,-asuttm�ta111f1. 1 /J FE E GLASS-.4 I : 1, I/ IR(' 1 ti N� � G'� 9� 1 i f J Z 1 t. �: Fri `r 4C/ FINIviALSH -Pli �W4 j • it � ,7 . i.' ifil t tl1 :'I; li , i'•i. i N `.il�t{g I Ir-OPiipNAL II I. L_..._J ?-'�""'� ,II J -- �------- , E f- IWMI ' 11" ,?'• +� 1 EXISTING MIN- 1 •t fir FINISI7 I \� kZ1rZT _.0ap/+`.� T Iv EXISTING,MIN, • {' ry Yx4'REQUIRED i i.,--AOR 0. L.-.....4.0-11„1:;....- H • =�( '•� fl HEADER REQUIRED � I l'J lJ" '•-2"x41 WOOD } I HEADER REQUIRED i I n! I IL I t .11 I�b TAPCON OR TAPCON WITH ADVANCED EXISTINGG.-, Let SEPARATION 'I i I` { i 1I t- ty .j THREADFERM TECHNOLOGY W/1 1/2' • ri TO DASS(SEE �t I T U 1 11 11 3 ,� :1 ..'1 Min.PENETRATION Of.THREADED AREA,TO SCHEILI.E ON S, iMIN.SEPARATION TO GLASS' I I I i s 11 { EXISTING WOOD HEADER. I EXISTING i1 , 'y 1 1'1 IL�u ‘ 11 (SEE SCHEDULE ON SHEET 1s) a 11 FOR&Abe SARA GLASS (SEE SCHEDULE ON SHEET T t DN SHEET 19 toe i__a„.-i_.. ..„Ifi u-...i I �...2164"CONT. SILL { BLADES(1)& 9 i -+} i 'I PLATE REVS. OHV WALL HEADER INSTALLATION O HV WALL $ILL INSTALLATION HV WALL HEADER INSTALLATION T'—~ —1; I -f 11 i t .��,p� � ( MIN.SEPARATION TO GLASS I i i • _ MN.SEPARATION TO GLASS t •1 la EXISTING .., CLASS— 1 i 1 I r EXIS(ING k (SFE.SCHEDULE ON SHEEP ii} 1 (SEE SCHEDULE ON SHEET I I)- lJ MN.SEPARATION TO GLASS I I 1 J GlAS ' .i EXISTING 1,I i i 2'x4'CONT'''(SEE SCHEDULE ON SHEET I1) I 1 GLASS--1 1 I WOOD PLATE • I '� I 1/4.0-2044"S,S REVD. 1 , ' R. I�i `."---- t i 1 MACHINE SCREWS I I I I i/4b-20x3/4'S.S. - II f' - MACHINE SCREWS WJ •1 1 li., 1 • USING 1/4"-20 NUTS. I F 1' -• 'rr.�,z""'... 44ALL { �,,. 4 '•. ".".I I 11/4"--20 NUTS O 12. t ® 12"O.C.— • I l If—11 1 <'i';• FINISH • 1 I ,1 I I 1 r'^. 11 Ioc i I 111... T F —1� a I, % I! r �� a } 'V---"-- 1 `i r/� DR� T_ _ ,It ,A 1 aRt'a —(30R 15 `, 2'x4'CONT, V \ :1 1 \ .1, i,..: V c 1 •a�ttClli i Ep /~� J 4V000 PLATE 1 • 1 I.I- •1-1 q-y JLC.,.., ,, t 1 ».EQ CO- o ,1 y - ! / �4 L t I i41' \ REVD. 1 ti t t f i r 1'Min. t �� '`.. i E 1 W.I.^ j` { 1 r - i b 1;11 •i 1/44 TAPCON OR TAPCON WITH ADVANCED It ' : - L ORO) , r l{1 { • I t }0 t 4} 1tT tIt Win,THREADFORM TECHNOLOGY ED 1 1/2' L ,'\ iT `1t,111 :11 ( `O`IL }� i•``i • I 1y 2"xb CONT Min,PENETRATION OF THREADED AREA TO / 1J 111 I "i 1/410 TAPCON OR TAPCON WITH ADVANCED y V 1 I. i' y 1 4"4 TAPCON OR E. - 1 „SILL PLATE [I EXISTING WOOD HEADER. {t'1 • THREADFORM TECHNOLOGY 4V/ 12' L---L^^4' c / { ;REO!, i y "14 (SEE SCHEDULE.ON SKEET 15) ��• 1 7 + TAPCON WITH ADVANCED I-SEE SHEET 4 FOR TYPICAL I,i ' 4\ I'4 sI Min.PENETRATION OF THREADED AREA INTO PLYWOOD t \ THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. I 1 I I WALL FINISH • L_ '!.. y }tV (SEE SCHEDULE ON SHEET i5) EXISTING MW,2"x4" 1/2'MIN.o'o M-i� t PLYWOOD REVD. 1 W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS 16,'p•C,IdAX,,,,,;A WALL FINISH—'THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO ' 1--1/2'MIN.CDX PLYWOOD REO p. REQ.O.PLYWOOD TO'.BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ,HV WALL SILL INSTALLATION EXISTING'MHN.2W4'STUDS 0 t6'O.C.MAX.REM). ATTACHED TA.STUDS!N PLYWOOD TO BE.ATTACHED TO STUDS W ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.R.C. SECTION 2708 OF THE 0 0HV WALL SILL INSTALLATION •SEE uta ADoN5 OF USE OF - E HV WALL-SILL INSTALLATION, F.B,C. . - ___ _ BLADE to ON SHEET s FLORIDA BUILDING CODE(Non Nigh Velocity hurricane Zone)• tof dp:LiAn.} y- i 1IL1i,4'NGTZ A. 1/ '`G 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY. INC. A'1 4� 1..iC .{t•.4'v BERTHA HV1M sc a�r}�� A v S A Accordion Shutter System • / II� EC V LNC. R ■ ■ ■ �• z • � Kv BLADE;¢1 w/DR w/o kv►ArDvrr Bum -t1 4 -' TUN-TESTING & ENGINEERING COMPANY American Shutter Systems ILy No OESCR1 OATC DRAWN BY; L.C. • A i Association, Inc, 1 OLD 15-085 1177/27/17 DATE::07/27/17 LOSS N.W.36th.St.,Sta.303,NFCIU0.c.A.froms,rtOR9A miss `r..O A; �' Phone:(305)871-1530'.FR6:(305)877-15G, 4268 Westroad9 Drive 2 DRAWING No �"'r,P.PIOI't4;4 0% EB_it,AOO 9 West Palm Beach, FL 33407 a _ ��^x \ e-molt 0006000Leom 1 107 �'y V1•J � it4 WALTER A.SLUT Jr.P.E. 4 • t 7'�t td! II P,E� ) }LYRE/DATE FLORIDA u�@ 44167 3 SHEET s 16 OF 20 _ . . ... INSTALLATION DETAILS ON EXISTING WOOD BUTLDIN—GS FOR T HV & 0 HV. BLAD—ES—(AS—APPL—ICA-8—LE) -- MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV RUDE 0 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE_RATING. SEE SHEET 19 FOR MAX FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE T& IX WORKING IN UNISON , ......_......) . ..,,/ 1/4"0 TAPCON OR , -.'i, -.0-E0 EF r MIN.-- 1/ -""-.... I....-•1 :1•117.. TAPCON WITH ADVANCED 4-03 (Min.)EXISTING WOOD now REOUIRED. /.//r 1 1 , . 1 EDGE(IF APPLICABLE) I i:-.1,_ THREADTORM TECHNOLOGY / / , -- .- STRUCTURAL ADEQUACY i,I ‘ : „ .. '- --t- I --""..... -.....„,1 1,,..L.,. -00/ 71/2-LEn.PENETRATION 1/4-0-20x3/4.S.S. OF EXISTING WOOD DEAD .•, / i/ i 1 I , • OF THREADED AREA TO 1" PHILLIPS TRUSS HEAD TO BE CERTIFIED OY ',.'.',..„A,ri...,/ i I -.-- --EXISTING WOOD EXISTING WOOD HEADER. j-LL40- MACHINE SCREWS REGISTERED ENGINEER OR^I.,./ ..... `. ,. __ (SEE SCHEDULE ori SHEET IS) , . 7//VV-20 NUTS ARCHITECT PRIOR TO "...""cO.7 7--9, / .........--„----/ TRUSSED OR , . 1/2- r; -.' 1/2" RAFTER 0 24" F-E0- --CP IS D.C. SHUTTER INSTALLATION. '//1 i ,,, i 0.C.REOUIFIE0 I/ .j<111171 I 4 .7.;.11 I irl .c..-- . !--- — • , -...., 4pA '''' --0°R(3 1/4.0 TAPCON OR TAPCON WITH ADVANCED ;..I.`".....A" • /+ ,.. .....- I"SOFFIT 3/4"Max.TNN ...,/' i Is,g ; I,1.;4'i' :k.a A iii'... .25r THREADFORM TECHNOLOGY I /j/ tin Atex. 08/ 1 vr Mn PENETRATION ; ,, ./,. 1 4x.3/4- EQ EQ _ - 11,Wx1/Lr CONT.ALUM.TUBE OF THREADED AREA TO .,5o .c.o/v 1 --F- C. 1 '[ ! i . ,., ,./,..11\ ..:. . . ,.i 0,I—, iN ' I'M 5 NS. (6063-16 ALLOY)17/ , ,,,' ,--OPTIONAL + DLISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 0 V 0.C. 1 . '' ... non to or C)or 3 (3)5/160 LAG SCREWS 70 TACIT RAFTER OR TRUSS. II i. I , .4 . 1 :1 illt,or C)or 0 cir,-fl ] .,.. , , ,.... . LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER,(2'Min.NOMINAL _IDOSTING LAIN 2.x4. I • 0 tI EXISTING-4i it 110 - Hil , n OPEN HOLE AT EACH I IL WIDTH)W/2`Ltin. GLASS 0 HEADER REDID NON.SEPARATION TO GLASS EXISTING I STUD TO ACCEPT ll, f PENETRATION OF THREADED(SEE SCHEDULE ON SHEET 11)- GLASS—F1 5/160 LAG SCREW , g AREA.VAUD FOR 1 AT CENTER OF TORE. 111 NSTALLATIONS WITH 72psf L — \/- illIlii 1ID III • • MAX.AS.O.DESIGN LOAD ANC AM SEPARACti ' r,-, 1 1.; COSTING i um.SEPARATION 9.-0 MAX.SPAN,THIS 0 HV WALL HEADER INSTALLATION ; TO CLASS(SEE _,.1 SCHEME ON DELT ,Ii, 'tCLASS--... 30 CLASS(SCE 'SOLDIXXX 0.4 SHUT INSTALLATION IS ONLY VALID It FOR OLACC ORO . 0 OR Cr 7 11 FOR DACE(ORO ri FOR WOOD$11/ VECIFIC 1 on sioxr 19 FOB , :i4EIL.1171PLNALNUn ..j RACCSED 1,tr9 CN SHEET To MR I , 80102' I ands di&(1,,i,:o : 0 0 R Gi'. I--sa SHEET 4 FOR NBC&SKITTER ASSEMBLY _ I _..I 2-140i1NTING SECTIONS CAN BE COURSES -0. 1-IV CEILING INSTALLATION IN ANY WAY TO MST ANY INSTALLATION. ®HV CEILING INSTALLATION t --- ------lr 1 I -1 MN.SEPARATION Ir- , ! To GLASS(SEE ...., -0 OR Ig. MIN. i 1 5 :SPEW al$HEET , i III , , SEPARATION 004,SEPARATION TO GLASS st,Ass..\ ttcumst SKILT(11:0FER 11 EXISTING - I I FOR EtADEEDANO -.I TO GLASS -I (SEE SCHEDULE ON SHEET II) f H 1 § -.----0 f. _ (SEE SCHEDULE 9e. EXISTING i ON SHEET 11) 4 CIASS•-•-r II' 1-1 i, , -NH--i 0 I' 1 .._ +4 •1"...i , tI ALTERNATE, k i i t•I; 1 ANCHOR - I I , I LOCATION ,\ AA L......... MI ' EXISTING r I 3/truiNs. CLASS FVINISki7 A 1 v .. I/4T] #10c3/4 HEX -".1 .....-, j 1 0'0---' —3/6-576irm l'•-........._WASHER HEAD TEK k • OECK REQUIRED ^ . SCREWS 0 12`ct.A , M (NO FINISH i.....,t —00R 2"xe''MIN.WOOD ,...„.„„ . , .... 1.--- • -. ALLOWED) .' ) - DECK REQUIRED(NO , ti .: .'"....I 11 i„ ' _ ...., ___ ___----------- I CT ,- .""-. •• I FINISH ALLOWED)./.11.......- I,f, - c--;.-------- ...- 1 ' ,,,,,,;sslixvv"iivv---\.. . 'N...0 EDGE OF DECK --:.------"-"--.--i .• ' __L • 7%. .-"--',--IEFOGApE FOurcABDELGEK -- ..-- ,...-E II 0-1 IF APPUCABLE • c - .0I .. ..... .----.....____ . ....-.---/-EApiC:Ku .-- -'... ,X 1/4-0-204/4°S.S. ,-- . . ^ -.7.-_-...------- .1 ', .... ,:, '^'''\ lLUPS TRUSS HEAD [ ',‘,I',.. \‘ ' 11/41.801:4APIFFT;41?LFD{VANCED n'''' MACHINE SCREWS 7."-I-....7.--2..UPI-177:tt, II- . ......-- L-----•=1-----1.--- 1/4-0 ICABAPCLEON OR TAP---0-072;1----------11-1---:::-ADVAN:- -'''.--..-C----ED -7: li'----- - -- , •,•, 2%4"CONT. , , THREADFORM TECHNOLOGY 5/ 1/4-20 NUTS '1/4.8 TAPCON OR TAPCON WITH ADVANCED THREADFORM .-2"MIN. 1 THREADFORM TECHNOLOGY W/ I 1/2'Min. 2.LOIN.-- I i •' , \ , I , 12/ I 1/2"Min.PENETRATION 0 12"0.C. 1 REO Q. 1 i t I I.4 OF TING AREA TO --EXISTING WOOD HEADER. TECHNOLOGY W/ 1 I/O Nin.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SLEET 1.) PENETRATION OF THREAOED AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET IS) (SEE SCHEDULE ON SHEET IS) ®I J-111 WALK—OVER INSTALLATION •SEE„,,,g.:141 FOR. 10/ HV FLOOR INSTALLATION 1- ---- --- - - -. 0 HV WALL SILL INSTALLATION BP- 4 2- '''.... - k‘ , 0+4 ............. ,;>...2,„ (02517 RITMO,INC. FLORIDA BUILDING CODE-(Non High Velocity Nutricone-Zone`- . --- - ©2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM . Accordion Shutter System 1 *1---3. % / liLIECO 'He. \ * ANS S NAN H.V. BLADE#1 W/OR W/0 RV. N.41,00N EtADE . .st American Shutter Systems 9EY.No arscosenoto DATE DRAWN BY: L.C.P• ei> i . MUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE, 07/27/17 . A% •.. / ..."4t. $ OM NA 36th.St,Ste.30..5,mAIFALA CARDENs.'Floa0A 3210C ,....OINDA... 81.° Phone L(305)871-1530.FAA t(305)871-1531 4268 Westroads Drive 2 DRAWING Na -s,....-wo....-...........4 ..i. ,,-mol:00002o5LAtAti ES-0006719, West Palm Beach, FL 33407 3 I..'"-OVAL Elk!..." WALTER A MUT P.PE. 4 17-107 IDA Lin.i 44167 5 SHEET P.E. SEAL/§1Q1JFLOR RE/DATE ' 6 17 OF 20 ---.- __ END INSTALLATIONS C) HV BLADE OR t1[ I WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 21x.-TON.2,003 STUDS REVD.. 2"..-MS 6006 STUDS MIL 1 /ea FARMS MINIMMIMICIMINVii 2%.',OL .,.., .• C 4.,... aminimiansimag. (AS APPUCABLEr F.T.Lf \ / .-rr. ;(.1 VA.'*;RZ g&vava SC' --_,, i pig: L(11:CstrOS. •11%L.1 --1 1 ‘ /. MOS OR W/ICAL - waIwasAsT 's ,' F91'''trSA rc. ..) - IgjsEllor" 1.. 1 EXISTING CUSS-\ .0 f$A( P. TIMM IF no , ?---- - :4 /0., I- sruos cosi. sz: --CKISTIUC C1ASS 7 r ECILSTINC CLASS '-'1 / -N tz; - 0. t......_ -..i. -t, ...-I-/Eo- \ ...._. sY,I i SIM N yr,44ifak_.. ,......,, V.,S= 0111 101.SDAWATICA1 1,1;... ..--. ..••• 4-11---14-11---Awt ,a.,„„,,,,,, e. Net svAtuoi .... .....WEIrip, ua%SWUM. TO LIAM(WC' TCV•1112.n'inia.aLA4.4:15TA11•Cre a-siSt.2.••41--SS4M1:.1•2.32...14&..:4 tomer eee%err ,_.....,.......-=xx-=..-.,-,..s.*. ..., so aess(SSE 1/2.Us Cox scHEIXAS CS VW it RR 60")'1) C1AC.'".f..31117,71251r-A-..WATSTA.:%....44 . $097TARE CS 99/9 PiTWOOD, 41,1-,.-TT," •,''', ^, • sa.tour ai SKIT 1/11rxr 1 a., II rca ELACCORAT • 1 .-@ (6CO3-110 COW. I TirTS 1/1r tos Mx 01 1a1'TS'TR 11 200 SAE(DAND 1,2- ,iriaL4- 11 MR RACE MAXO Cs SKEET 19 MR = FLAMM, 119ACAM WO 6) 1 CR SIM 01 100 1 cr1 0600 10 100 WALL T 1'lir E.,.„,.. ,a.uu.CLOSEN i DAL(MATE I/21_y , MSS ( EmESOJNE9 L --- 1/2"WIC i' AT TTTKR 5m MS :. '. I U 1 .i i i OF()) •I -.1 •USF I'OP 21 149. I , -. AL?, iico/r sms. WW2'SAT61S. OAX13-111 WADY)0 LTC193011 ,, kurrii„ 019 0..C. ,Irflak 1 (0 It0.1/911 SAS.to ea og ! WM f I 5 v..D-/ 1-61111h` 1 I tzpico smsCra sotriO4.TO At I. w,(1cAlt AT I I ' i essot sex.wolD) i 1(50R 0 I OR GI. 5gorDO"nitiLiggi 1 0.% 0" set ems.x roR 0 TO TRACKS 'Alfa'TA (5.:R g* -' ltt.0.0)..0",(4)4.0" TO TRAM @..o.o.o.m.o.oil .c.,......, .... o.o.0.•(.44- q-G-ci.o.®4.a,o- 0•®•0-'..D.00•0' @..C.)•0-(19.0•0" 0.0"0•03•0•0,..• 0.00.0.0.0).0" 0.0.0•02.0.).0". 0.0"0.-C4•.®-0- 0).0"0-044.0 0.'0-0•0"®.0.• . 0-0."0.0-0.0 END CONNECTION DETAIL.7) END CONNECTION DETAIL,0 END CONNECTION DETAIL,* END CONNECTION DETAIL Cat ElOSTRAG is ITS(xxotO ORLY FOR SPARS CiWATER TAM 121-41'1 x-CLASS 110 -1 --J) x . vex TAwcOs ANCTIORS yea upcoN ANon'.-.. 12 SOS.1115011TT/A we Its. w/1 1/2.wk. pis C. i FoossitiO CIALSS-N 5015 C. 0 Ir O.O. Krytnac,,,,,,DC. Lot%MOM TO CIA.ME us . • SEE S LIMITATIONS OF USE roe EN To 03401400$03401400$ 8111112M11311111Milll SIMMININIMIEVISM AN 1/2-u.%.. SOEITUIE OR SHEET .ti FCASSADCO).10 1 BLADE ON SHEET IS 0:1GLASS(SW c 91C0 19 FCR SCMTUUL CSSIEET 1 • T• ILT-1) .1 BAOMFD&a1 ,-, . II FOX RAM(t).11 1 2'sTi Al ' _F.!. WS 1111101 Ct.i. f>1 . -----L-___< , "-- p,._ j 4\C900901199 v-•."..- ' 1 iv 6 (.17®EN'OOR Non, ,AIN .. \ k.131 cssOceee9 es(3 tt-I3- -0-0-€74.0- \-WALL FIRMS 2'." VIEW YAe uot.WOOS Cl.. L8.01110-.0... 1..C4. sruas sem mc" '0"@•0-6.9, EUtl 6.0•00. -t•O=. ®•(/)•0.0.®•8.• 0.0.0..0.0.0" 0-0'0.0".®•@. DETAIL X END CONNECTION DETAIL 0 END CONNECTION DETAIL.@ .. _ ... ... nionotowsio,,.., rk ,-1. 02027 110.1000, NC. FLORIDA BUILDING CODE(Noel-High-VeroCity Hurric-o-ne Zone, 0 2017 EASTERN METAL SUPPLY, INC. t. 4./.7. I 't.;„ BERTHA FIVIN / IILIECSaSisA Accordion ShuttOr System . . . N . \ A .0 [tic et all al/.EU&#1 W/OR W/O It;V. WNDOW&ADE American Shutter Systems itY.NA DESCRIPTION DATE ,DRAWN 8Y: LO., 1 :,‘ 14 9 /* TiLLIT TESTING & ENGINEERING COMPANY *a., 6105 tt.w.36th.st.,Ste.SOS,MENA CAROM,norm*33166 ASSOCiation, Inc. I OLD 15-085 \37/27/17 DATE: 07/27/17 .. 1 *: ' : Phone.1(305)871-1530.Ft..($05)071-15,11 ..(°...ORION.." 0'. e-oND:OReeo0ocAcorn 4268 Webtroods etive West Polin Beach. FL 33407 2 3 -DRAWING No -- jp,•,'•.......... A, ,. . . EB-0006719 °4ALE - 61.000 A. U .O'I, P.017107 . A . 5 . SHEET P.E. SEL/SIGNATURE/DATE A 1ID ' FLORIDA to. 4067 6 18 OF 20 . I rlJ'°� V`' J • iii:: 1:1•� 'ON:�1 •'111•' • •: :41,: O ' 11--0(>4.3,0'0`€(LI`� (UNION WITH HY WINIDOWSB�_•SYSTEM WORKING IN ' off �/'1 I.MAX.A.S.D.DESIGN PRESSURE RATING:+11o,- 110 p.eJ. ...T .-•..e—T . a..__ . -, , --, 2.MAIL SHUTTER SPAN:96' 3.ALLOWED MOUN11NG5:A,0.G 6:H ON SNEEIS 6,7;AS WELL AS ...-__.._ \ MOUNTINGS 11,0,T,U k W ON SWEETS 16 h 17. ONLY CENTERMATES 9LE 2?(BOTH W/+21 OR )ARE ALLOWED WITH 21 ® �.� ED IN A E LN OR CX:4T NC IA OUT.IH EASE DF OPP G O°0. I r.. '--'ORILJ YOUL 5 MUST BE INCLUDED ONLY AT EUTEWOR ACCESS SHOE OF 16 y, g---" CENTER E. TVP.EA END 0--Ir 0 0 0 0 1 / 0 0 0 0 0 ,. 5,(A)Hv WINDOW BLADE(1A SHALL ONLY ALLOW A MAIOMUM OF 5 OPENINGS (3.6 HOLES)FOR{�PER LADE AT SPACINGS SHOWN ON SHEET O. • it) �5 / ?J'�C,, /J� �[ J� �/'',�� ��JJ''�� (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE© MAX.5 WNEOWS ! i 0i Y arY 0 0 T s} 0 t_'1 (-'1' 0 (_') 0 0 0 OF ANY J'O HOLE FOR©SHALL BE 12•. ALLOWED AT HN m ,\Lls f/L .lVi9L • �`UIYL Ib1f/L �j u �, �\'y/ �, WINDOW BLADE o a (C)MST OR LAV BLADE COMING OUT FROM STARTERS Al ENDS MAY BE Nv R.fJ X11 RY 0 0 0 0 ,\ (0)'0 BLADE 1t�/ I + ' TH U WINDOWUTS uTTEI i©MUST BE USED ALTERNATE TO A SOLID HN BLADE tO 1+, THROUGHOUT SHUTTEA•5 W1DTN. i L /f e ^ /�•y) , (E)C TESSHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HN Y ,---0000000 0 L ' '/ '1 /, 0 _ ' 0 �, BLADE 1 AT EffHER SIDE OF THEM. 33f! 3311 ��1LLL 11:16 11ff (F)POLYCARBONATE HV WINDO'N/�',l SHALL BE INSTALLED SO TABS FACE SEE.ENO 0 THE.REKTOR OF THE OPENING US/NG KVSETTING HV L PRO MUSS FA CONNECTNN 9 0 8 0 0 !Ti 0 0 0 . 0 THE INTERIORMULLED AND LOCKED Ua A PROTECTED.SETIDIG TOOL PROVIDED EU ASSA, DETAILS ON SNEETS A 0 �mP INC. 10 @ 18'TYP. '--- QB. FULL HEIGHT.--' .- ,. DSR 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS KM WOOD FRAME Tq Oj �1: BUILDINGS AONSHEET15,AS LIMITED BY SPAS AND DESIGN LOAD(SEE NOTES 3 TYP TYP - bli @ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS UNTO.POURED i I '-15 - CONCRETE OR CONCRETE BLOCK:WALL ON SHEETS 12&13 AS UNITED R1' IISPAN AND DESIGN LOAD(SEE NOTES 1 h 2 ABOVE). _4r ~ — - - - B.MINIMUM SEPARATION TO GLOSS SCHEDULE.PER ASiM F.-1998: 0 y .— 9EF.TPPL&FOR�ROELOU REMENTS) W / �����3 ,1� WINO DONE MINIMUM SEPARATION TO GLASS (o S, - ) V — `(1 ILY _--A / __-.. —UNLIMITED WIDTH- • 1 THRU.3 1' ELEVATION SEPAWTIOr1W!SKEET G� EXISTING GLASS ,-(SEE 0015555 T 11 FOR MACE13) 4 6.25' -- ` .AND al vsSHEtr FOR HALES Q&QA� _rte (EA /�� \ ALTERNA OPPOSG CENTERMATES SU W/ XTERIOR ONLY), �% \ TVP, L" / AND W/ . OR i (SEE NOTE 4 ABOVE) ?, SYMMFETNTCAL CENTERMATES�..s" 7@ > r' ''��' L ISL ti-4 ,' W/2 OR 5 AND __ - W/0%R(SE(NOTE 4 ABOVE) PSN (\�ED y T�-;�' /J, TYPICAL n HV BLADE WORKING IN: UNISON WITH HV WINDOW BLADE (1A SHUTTER* `—E ,71111vQ lk. t/L• _ FLORIDA BUILDING-CODE(Non High-Velocity Hurricane-Zone) i 4 ••••• TL-I' ® 02017 m2017 EASTERN METAL SUPPLY, INC.. .*._'.• ENS ".••,`/,5... .TEGo.INC. BERTHA HVTM �- ` A•S•S A Accordion Shutter System * cit i i L I E C O 1 N C. \ . . . ■ RV. BL6LE#1 W/OR W/O H.V.WITCW B AOE .0 .:r11( 6, Q TILUT TESTING & ENGINEERING COMPANY American Shutter Systems TEV.NA DESCRIPTION DATE DRAWN BY: LC. _ . �'•. F ��'�' 6319 N.N.36111$L.Ste.:65.NRNUA CARCWS.FLSRSO 33166 Association, Inc. 1 ow 15-085 07/27/17 DATE: 07/27/17 4 •. LnaLnP: Phone:(305)871-1530.F6•:(30.5)871-1531 4268 Westroads Drive s 1 e-mo:a LRneetleoLoom West Palm Beach, FL 33407 3 DRAWING No `s,/0f4Att',. ' E8-0006719 17-1.07 ���. +�,' WALTER A,'DILE Jr.P.E. 4 A+',, FLORIDA U.,J 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 OF 20 b y ` INSTALLATIONS W/�1 HV BLADE & NV CENTERMATES /M n.ASTAT A-651 GRADE 40 I Min. -.VARIES— ^j 2.800'Mox. *MN, G-60GALV STEEL I 2 Max. INTO METAL- STUD WALLS * �,o(6:o03" ;4. 'L________-1 METAL STUDS FT,,d'OC "� „.74..„7,7,,,,,7,7i7,7,7,-.*:. .10 6 O.C. - O.0 L'1 o -- :.1 f2. 475- * E,(4"0 NOMINAL fes. WT i ' e j — -sa GENERAL LIMIT TIONS AND CO DITIONS OF USE ALUMINUM SLEEVE *Ull . T2 0 FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY L1 3/4-x 6 1/4-x 0:035"THICK MIT.T . "o ,L SYSTEM INSTALLATION TO METAL STUD WALLS coot CMS,STEEL TRAC C cwno.a.I I�C. 0 .^. NII ' IR 3.gGD' ASTM A-653 GRADE 40 Mn.G-60 } SEPARATION TO GLASS SCHEDULE IR GA.VMIRED FASTENED To TUDS �I ' i • . Max. 'VI(2)100/2'TEK SCREWS ON EXISTING FINISH 3g 0 < T. MAX. A.S.D.ASDDESIGN PRESSURE RATING: +75,— 75 (psf) Y/urinruru„11111111/TTNB INTERIOR 0 EXTERIOR rACE AS APPLICAEILE N 2. MAX. SHUTTER SPAN: 84” WIND ZONE MINIMUM SEPARATION •43c LENGTH 4. 1- I MIN.SEPARATION I u ww 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS rf �[ p D(1571NG GLASS.I To GLASS -, I.. �j d3 1/4"0-20X3" SOLT - `- (SEE.SCHEDULE) z I ) 4. ONLY EARRANGE 27 A 24 T LOCK ARE ALLOWED I THRU;3 1" m WITH 21 ARRANGED A SY METRICAL LAYOUT. MUST PENETRATE 43C'1" t I n USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" _I 3/4'ia 8 1/4',0.035•THICK MTN.I EXISTING FINISH 0 , INCLUDED AT�XTERIOR-OR INTERIOR ACCESS'SIDE OF1.373'CORT.GALV.STEEL TRACK CHANNEL, ILS APPLICARLG ICEN FERMATE. 0 1 .250'- I- Oso' s ASTM A-653 GRADE 40 Mie.0-60 _i_. I in ry GALVRMZFD FASTENED TO STUDS — T , /0//(2)90x1/2'TE'K,SCREWS GN r.4j).+ 1N1 '-. ._ !1}1!1 WTERIOR EX,ERIOR FACE 0 6 O C a C'o:C. �`), E". n g ( 1./4'0-20 THREADS :al -1 I L' � -- BLADE SLACK DETAIL MVP IS ALSO VAUD FOR VIM' 1/4".0 ELCO' CONSTRUCTION ' 1.11 I s/2 C) CFMERMATE 21 APPLICATION WITH BLADE 1 •A..1.11k.'"'. ,i rNatnY/ ..tr.-� cri. 72 PRODUCTS FAR=LOK. HD IQpitOMPONENTS +AIN. M2A-65°37 GR THICK E 4q w .. a f.16k ° 6" D.C.O:C. Mm.G-60 GALV,STEEL 1 .),MS WALL HEADER/SILL INSTALLATION, METAL STUDS AT f 6'q•C. Min. —COSTING FINISH AS APPLICABLE SCALE:.3/8"= 1" (TTP..TOP&031700) vA JT f ICK LEA I f (j IV• .}I Ts —�. i 1. t Ott:QALY./STEEL 4 x TRACK 035 CHANNEL. -.1. 1.;., d�.Eo et 4,1? EXISTING CLASS 1:� ex_ 0..�b e.3b: ASTIA A-653 GRADE 40 MIA 0-60 x •. .. \. GALVANIZED FASTENED 70 57U"'; SYMMETRYCAL SYM ETF2YCAL1:.--'''.,' w/(z) @Mxr/z~TEK sCREws oN .MIN.SEPARATION VARIES p INTERIOR h EXTERIOR FACE I ® CENTERMATES W/ ';'*CENTERMATES W f TO MASS 2 ;I ,r i'': (SEE SCHEDULE) Max, ;EXTERIOR ACCESS SIDE: INTERIOR ACCESS SIDE '•' ' I 6 (TVP) ® I i (5 Mtn 't... i /�} �c 21 21Ilk'. Loc�7 D AT 12 _ ,.. __ _ . iV HEADER/SILL'ENDS I VIEW Y „'{fir, - --(6 Mfr's.:) _, 24). ,70 E w 3 1/4"(Typ•} ( 7" 6 I/a'MAX.SLACK ikk-- SIDE CONNECTION TO TRACK (C°"#`) HVA ,NVR BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE{Non-"Nigh Velocity Hurricane Zone`, "fit+ 1".• 'f -- 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. - �,4,��R..______ [r/� BERTHA HVTM �•,' —`` ~w3 1. 1 L I E'C{} F N G. \ �.Q■S■A. Accordion Shutter System .. 1W.BLADE#1 W/OR W/O LV. W18'BLADE * • ii ffj/' '7 s*: TILLIT TESTING & ENGINEERING COMPANY American. Shutter.Systei'tts REV.No DESCRIPTOR DATE DRAWN Ori LC. '0355 NW.300, St. SE 365,hRNWW 0/01081/S./ q434.3316a Association. Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17: A' Phone (305)871-1530.Fox:(305)871-Tsar 4268 Westronds Drive 2 - /1 "t44 e m I.GllocaoaoLcom West Palm Beach, FL 33407 3 DRAWING No `'•ate' .10R1C1r.".'', 7,...,'r WALTER t.CDDDtO/T'Jr.P.E. 4 -, 17-107 P.E. SFAs PIMA ODATE FLORIDA uo <44167 s SHEET _ 6 20 OF 20