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HomeMy WebLinkAboutProduct Approval-Storm Shutters &IPA) 1t e ai 1 ft 1Cie, 114.61-40MPPOICO. SCIS Home `Log In User Registration s Hot Topics Submit-Surcharge ; Stats&Facts Publications Contact Us. !CIS Site Map Links i Search dbpr x's Pro ductApproval GVE�y I USERd Pct User � �11p19 product Approval Menu>pradod orhonl rAtion'Snarttt>Anui.cnm ion Uri>Application Detail t\ Qnt rl ;' „�. FL# FL389-R9 eCtst tilt n D trot c' Application Type Revision St. Code:Version 2017 Application Status Approved Comments Archived 1�-1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,'FL 33407 (561)20978263 bfeeley@eastemmetal;com :, Authorized Signature Billfeeley Irodriguez@easternmetal.com Technical RepresentativeLig Address/Phone/Emailrarp, Quality•Assurance.Representative. Address/Phone/Email Category , Shutters Subcategory Accordion. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report-Hardcopy Received Florida Engineer or Architect arAte who developed Waiter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date '12/31/2019 Validated.By John Henry Kampmann Jr. 0 Validation Checklist_Hardcopy Received Certificate'of-Independence FL389.R9 COI AMERICAN$. r u A, L- M A A IliG t •R a k?' AP C, u,t .;l ■ -: t` aS ► !t: .I 1 _a !. • £!_`_t!-t. a j'L3R9 R9 C171 AMFR t i ■ Y _ •uS PLA Ak _ " 'I 'i . 0 .A . t . .'! k .F. ReferencedStandard and Year(of Standard) standard. YeaL. ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence.of_Product Standards Certified By Sections from the Code 1 Product.Approval Method Method 1 Option 0 Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBCApproval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Modei,Number or Name Description 389:1 Bertha HV Accordion Shutter-Blade Extruded,aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits'of Use Installation Instructions Approved for use in HVHZ:No EUB9. R9 it AME•Ri .AN SHUTT R YSTFMS, DRAWING.1 Approved for use outside HVHZ:Yes 2,91$ ' t L . 1 „t t f • S - sit _.F 4. I, Impact Resistant:-Yes Verified By:AmericanTest,Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third.Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the ;• n 1 u•t :.- • Ina . ,w_ I:. t .' HV3 blade w/o window biade,5'-2"for 110 psfASD:load for 108 PRODUCT EVALUATION RFPORT,PDI HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3',blade wfwindow 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 ASO pressures, 389;2Iertha HV Accordion Shutter Blade. Extruded aluminum_ interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom) for storm protection Limits of Use: Installation Instructions Approved for use in HVHZ:'No, t_ t -u-t ,Li., y . _cLS Approved for use outside HVHZ:Yes 1N:. fa.118= `17-107 TIFRTHA FIV ACCMfll N SFIUTT@R Impact Resistant Yes SY-SI 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 the HV1 blade;8'-0"for+64,-72 p:s.f. ;.':1) r--I.u e km t. . . •3 a.l t.:_r A.S.D.load for HV blade for Keystone mountings 7'-0 p.s.f- jib(., DRAWING 17-107 PRODUCT OF EVALUA'TIQN for metals stud mountings and 8"-0"for 110 p s:f,for HV1A 12EPORT,PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes ..-0.) 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 Limits of Use Installation Instructions Approved for use in HVHZ:No R41 jl 0521 At ai it t -u = .U_ t.: Approved for'use outside HVHZ:Yes 9.11M112.12:41.....0"1' A a—1_ ni k_I1 -a Impact Resistant:Yes SYSLEU Design Pressure:N/A Verified By:American Test.Lab of South Florida Inc. Other:Large missile..Max: 16'-0"span at 30 p.s.f'ASD load Created by Independent Third Party:.Yes for Blade 1,and 18'-0"for Blade2.See schedules on sheet 12; Evaluation Reports 25 and 28 respectively ; t 9 :• _u I :..-t it I -t ' u . 1. .- a__ 'ILIA C - 1 •til• al 0. "_-.L.._i► t It :_• Created by Independent Third Party•.Yes, , Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is en AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email.addresses are public records.If you do not want your e-mail:address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.Ifyou have any questions,please contact.850.487.1395.•Pursuant to Section 455.275(1), Florida Statutes,effective October 1,201Z licenseeslicensed under Chapter 455;.F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public.record.If you do not wish to supply a personal address;please provide the Department with an emelt address which can be made avallable'to the public.To determine if you are a licensee.under Chapter 455,FS.,please click here_:. Product Approval,Accepts: , GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE ATTN THE 2017 (6N EDITION) OF'THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHA L 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 Kdd0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (0.5.0.)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.O.DESIGN WIND LOADS AREA 1: HV BLADES n& of BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I I 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 ROI USED IN THEW SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS;HOWEVER,A WIND DURATION FACTOR CD1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WTTH SECTION 1609.1.2 OF'THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL TYPICAL SHUTTER ASSEMBLY 3 -44 SHEET 4 TYPICAL WINDOW BLADE WINDOW8- DETAIL -IN BLADE Q #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06.#0609.01-10 AND #0210.01-11 A5 PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASN E-1886 AREA 2: HV BLADE O AND HV WINDOW BLADE CIA AND E-1996 STANDARDS (MISSILE LEVEL 0,WIND ZONES 1. 2 &3)&#1220.01-10 AS PER TS 201, 203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ©#0505.01-08 AS PER ASTM E-1886 ANO E-1996(MISSILE LEVEL 0,WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND#0725.01-66 AS PER lAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON,LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 2.HV BLADE®AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL 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#1442.75'AND #1441.75'RESPECTIVELY, 410-NT MINIMUM SERIES CENTERMATE DETAILS HV SKEET 8 STAINI Fsc STEEL SCREWS WITH 135.0 kW YIELD SIIAENGTH AND 160 kei TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING sTAI W AS IAANUFAC URED BY APPROVED CENTERMATE ALTERNATING DETAILS NV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE NV 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 6083-T6 ALLOT IS 30.0 kei AND 35,7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 6005-T5'ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 5.ALL SCREWS:TO BE STAINLESS STEEL 304 OR 316 A101 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50019 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY VI/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 B.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:I-V BLADE Q:12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 Hv BLADE Q&63 WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS 5-X,WOOD SHEET 17 8,THIS BERTHA M,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 15'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-T2.8-X. WOOD SHEET18 METAL SUPPLY,INC. 9;IT SHALL RE 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/MLRAREA 3: HV WINDOW BLADE a ONLY AU.SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WAND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 TO.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOMEOWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE//�� \T 7 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 SE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNO 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 JURISUICTION WHERE PERMIT IS APPUED-TO: 13.'(0)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. (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P,E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY_ OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED,INVALID IF ALTERED BY ANY MEANS, (d)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 BE RESPONSIBLE FOR THE PROPER USE OF THE P.E,O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. .(e) ORIGINAL_P.E.D_SHALL BEAR THE.DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL,ENGINEER OF RECORD THAT PREPARED IT. - - --- - — -- . t�Y7A71"�+� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone) yya� ~L it'....SS ...it .% 02017%TECO;.INC. LO 2017 EASTERN MERL SUPPLY. INC. - `AAA'''V ''x,�aNsr';✓9't• BERTHA BERTHA HVTM i__ KIE71 / IILIE C O #MG. .A■S.S■A. Accordion Shutter System N.V. BLADE el W/OR W/0 H.V.161MOW BLADE ; R 1 '; /0/L A �y American Shutter Systems REV.No DESCRIPTION OATS DRAWN OY Lc. �j OF/ TICCIT TESTING & ENGINEERING COMPANY t.�,� :..7,e i..• 6355 LAW.3510 SI..SMM.:03.HRWAA CAROMS,F1.WIOA 33164 Association, Inc. I OLD 15-085 07/27/17 DATE 07/27/17r. Phone 1(.105)871-1530.Fos (305)871-1531 4268 Weslroods Drive 2 ©.e/�':`10R19P ' �1��` a-men:6uK,00a,wm West Palm Beach, FL `33407 3 DRAWING7-1 / No S ••••.••1 Ls EB-0008719 1/—1'0 _'-'S''/©NAI.c,II WALTER-A.TWT Jr.P.E. 4 - r FLORIDA Uc. #44167 5 SHEET P.E. SttfSIFNAYURE/DATE s 1 OF 20 - h' r.FOR w1X00W BLADE 4 VARIES �.. 1.4.1" : 'v as76+ g Max.' ��91 ," ER"d '�.�'o f'or'e a 0:454" p___.-o §( .09. n • .. 7 ler- ... jj S -! h �! ye" \a 1 4.371' ° `' 4.385" d, 7" .4.9.99 t � '6 4 _375'J Js, 0 HV 90'/1$0' STARTER ®HV SOLID BLADE 30 HV UNIVERSAL FLOATER a QUALRFlED FOR USE w/ COVERED UNDER US PATENT } 5458179• QUALIFIED FOR USE W/ NV BLADE 0 ( HV DIRECT MOU T NV-BLADE 1. 1A NV WINDOW BLADE* 6005-15 ALLOY AND TEMPER .J QUALIFIED FOR USE w/ NV 6063-16 ALLOY AND TEMPER `SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6063-T6 ALLOY AADE BT6 TEMPER '373 $ 5063-T6 ALLOY AND TEMPER 3... 1.00' ND ,124• . i °gyp .670" 44) .670' .556" hMill I :*"„ . 77777�����'''''- '^ :994'. .4Yi OpO'. .11 lki 'P: `l 4.697" C/ �I�SF'.C ) i . �a� 1--- ;.''''•''. • ®}IV ADJ. ADAPTER W/LIP a6" "._ ji..ez0 ■ !" 1.3 0,0725 t ! 0.072' NV WALK-OVER TRACK 226• QUALIFIED FOR USE W/ NV l BLADE QUALIFIED FOR USE V!/ NV 9 NV TRENCH TRACK "-1 •••255' 3 ,• NV ADJ. FLOOR TRACK, 6063-T6 ALLOY AND TEMPER BLADE((�1) OUAUFIED•FOR USE'W/HV QUALIFIED FOR USE W/ NV 6063-T6 ALLOY.ANO TEMPER BLADE0i ONLY. 11(, NV' RAINGUARD BLADE1Q S 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ NV 6063-T6 ALLOY'AND TEMPER 1I VARIES 21 1.935" BLADE 1 M1 Ie15" 0, VARIES 1.935' 6063-T6 ALLOY A�0 TEMPER 6917" ^ of Dol 1 m _m 083" _ •083" a .09,3",, In m 1 ,. 083' .g3" ..-._... 1 .fl93" mj .12 - m R•- n m ObO• $ g p _ N .093` ' ••^I I 1,1` l 1.0• 1 ! �'�.."... .060"o I n2 p. 0� ��, , 3.520•.L686" 10. ol• 3.529" 1s�0• 4g} . HV HEAD R/SILL 13) ND CEILING HEADER/SILL 11 HV CEILING HEADER C / OUAL.IFIED FOR USE WI NV BLADE®ONLY, QUALIFIED FOR USE W/ NV BLADE®ONLY QUALIFIED FOR USE WI NV BLADE. 1(,� 14 , D WALL HEADER/SILL TY" 6063-T6 ALLOY,AND TEMPER SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ NV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BLADE(3 ONLY. 6063-16 ALLOY AND TEMPER -_ZS� COMPONENT . A B T1. T2 X Y 1 MN S MN YMNL - + ril 2" {I 2' 10.125' F.- 1' 1' 0.082' 17 2• 5"MAX.! 1/B" 1/8' 3" ! 3" i+0.090" llt • T a 2" 5"MAXI 0.192' 0.192" L- CO SIDE ANGLES 1 2D CORNER POSTS 19 2.5" 7'MAX. 0.190" 0.190' QUALIFIED FOR W/ Kt FOR USE w/ Hy ALUMINUM ANGLES O . BLADE 0 QUALIFIED FO USE w/ NV -r - BLADE D 6063-16 ALLOY AND TEMPER BLADE ONLY. e I 2' .5",,,,...10.1.. t 0.131' 6063-T6 ALLOY AND TEMPER - __ __-_ _ • _ .. _ . _ . - 6063-T6-ALLOY AND TEMPER - ' I o grar”..,, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone). pI.1 '}) L�2017 EASTERN.METAL SUPPLY, INC. +tie „\.. A.fRr,�//A 42017 TILTECO,INC. /« •" Ti/,, ;, Q Q OTMA ter S ,� �cr`ruS� '''. = ! Accordion Shutter System * , =t��. / ECO H V. BLADE#1 w/OR W/0 H V.wow ELME - ,g,, Amerlagn Shutter Systems DEV.Np pE50RiPTiON DATE 0610 8Y: 40. .9 3 f itrie) ?*�i TICCIT TESTING & ENGINEERING COMPANY Assoolation, Inc. 1 OLD 15-085 07/27/17 DATE: 07/27/17 ..,.../0 .Qi" . 6155 N.W.36t( St.,Ste.305.1. MA CARDERS,FLGRA 33106 'Q it Phone:(305)971-1530.Pow:005)871-1531 4265'Westroads Drive. x DRAWING No `D nZORID�.• �%� e- oa:(0DDE.711oLtort 14 West Palm Beach, FL 33407 3 17-107 6'119""'" '`0, llil WALTER A TILUT Jr.RE VV `t P1.09154 Lic./44167 4 5 SHEET P.E..`"i6li p,117iiIk E/DATEs 2 OF 20 I . 1/4•-20r1 • 1/e-20 DIE CAST 1--------:'"2 - le'751.. i- ...,....-6193 . 6 I 1 fA - ,..., .L.A o. 4''' DAT HEAD r THREADED1 HLIOGNO SNAKE!. S.S,M.S. - I BAKED PA,NTED if,ReAbio' me cut 1 g L ,I rp* ( (2 M) Lol Mia L HOIJSiNG Ewa = 5 ii.,BAKED PAINTED .:316 °I ilk L 1.illIMPI 1 =I t:', °., ' '''; T -----40 4\... P . .. r„, ,,•. . ° I 1-I i-1 III i2 `F, EGRESS TURN 40 KNOTI. • 062' 1,,,, a'1 01 1, . n 4 1.876"1 =I %PI 11 it ,f .3Nr mv I °- \(_, A4,,. 1 iii,1, .47. .:,... __,._/Fil BRASS CYLINDER NM EVIASS CYLINDER MP -- ".1 w LEI i 111 L &KEYS(CHROME (CHROME PLATED) /-- Plifil11111 I.: g.:I z...._1111107,4 0 tiV CENTERMATE .6.., ,s, 45:r .f.Vi 1.325H'7 , Illiki 7'1 7:5 NV LOCK 04 NV EGRESS LOCK QUALIFIED FOR USE W/ NV BLADE g oNLy f. HV FLOATING CENTERMATE ‘,. 6063-T6 ALLOY AND TEMPER QUA (ED FOR USE W/ MV BLADEW& Ii ONLY 4i...' 3.023 .875.1 QUALIFIED FOR ySE Vij HV QUALIFIED FOR USE W/ HV 6063-16 ALLOY AND TEMPER eALINV CORNER CENTERMATE BLADE 0& (1.6,ONLY. BLADE()& a ONLY. 0 FIED FOR USE IN/ HV BLADECLIONLY — 250`0.0. 2.874 6063-76 ALLOY AND TEMPER PLASTIC HEAD .5 18• _618- _1.756- ,922.1 MOLDED TO---` trql- . 045' -42 ' c•J ...,360. rAM- SCREw Ali p.. 1,79'• -.MVP . 1 .0 f. , 19, \ 04'1 . 8 5- '4'..i AFTER RIVETING '.\, :3 , tj, .04> ' ...'i r.. ,P. . el 2 ',., a i 1/4"0-20 x 3/4" REFORE RIVE.T1NC ri...„. 131 Alii -.•:; 0 ',..... ' ' ., 4 _ • ',:i ;:., Ell S.S. THUMBSCBEw 1/4°0-20 RIVNUT* 1,, It 1111 --- — ;". • :1 ‘;..-* i -' I 1 '_.-21 *SERIES,9444 AIUMINUM(2D24-13 ALLOY)LARGE RANGE TRW I 2,140 i :.s,, I 27A0* ! - •- • , ;; 1 .822.1 SHEET NITTSERT.PART I 0820,AS MANUFACTURED IA?MI Y D. PLAN • FRONT ELEVATION 0. .HV MALE "T" LOCK CENTERMATE I 4.588* ; CHERRY WATORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ FIV BLADE 1 ONLY J HV FEMALE "T" LOCK CENTERMATE ® NV -T0 LOCK fg/ NV ALTERNATIVE LOCK OUALIFIED FOR USE.WI HV BLADECIONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HY BLADE ONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HY c 6063-76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPE W/FrIV BLADE 0 ONLY. BLADE 0 ONLY. 1.91 'In 1.9 1 7.,_,1 3.161 8. -,.. 1---- ___FE-.11111 ----.9..z 1 I DIUM8TURN 0' 063' 10! B. .4. 0 k iI %H&J .214. 1 .- ‘1,1 .1363 .c$2. •2i 1111111Lt•446 1 "" CYLINDER OR KEY CYUNDER i • L.....--9._ T-II• 2 1 V t1— _.... ..r2l DBE IIIII1.., 5 i ' '. I. ti n ., .125.Moo.0.675"Min. GI 1 tl ND CENTERMATE W/ NO OCKING ROD 1# HO CENTERMATE W/ LOCKING ROD q:71 ,..1 d co ' 'f_1; ! ' QUALIFIED FOR USE VI/ FIV BLADECO& CA) QUALIFIED FOR'USE W/ HV BLADE W& OS ") 6063-T6 ALLOY AND TEMPER OMA 6063-76 ALLOY AND TEMPER # HD CENTERMATE'S 'INSERT I . ==. MI. VARIED, 12-MIN. QUALIFIED FOR USE W/HV BLADE W& __ x 1=11. 1 I0-20 5.5.OR 3/11-0-16 1 1.130* 6063-76 ALLOY AND TEMPER I 4....=== 0...FA AWN.THULISSCREWS, *1/2' ati _...„Th. um.TuRN (DEEDETAILS) I 00 . - CYLINDER ,,„.;;;_.....7:: .:": _ ..->---1*15' 144,OR KEY CYLINDER to 1 1 1.57 Min. 1.78-My a § 0 LOCKING ROD L21 ;11/40 HD LOCK QUALIFIED FOR USE W/ HV"BLADE® 6063-T6 ALLOY AND TEMPER ( NV 3/8"0-16 ACETAL, ; NV 1/4" 0-20 AISI 304 AY REGENT.HARDWARE MORTISE LOCKS SERIES 2333 HOOK 801.1 LOCK z ,'INSTALLATION WILL.REQUIRE A 7/1 67..HOLE _ THUMBSCREWS . SERIES S.S. THUMBSCREWS QUALIFIED FOR USE.W/kV BLADEO& ® --- - D LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FORoczdiLyri BLADE® QUALIFIED FOR USE WI.MV BLADE(1) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' 10A".gt k•r/44--52020)7 TILTECO,INC. @2017 EASTERN METAL SUPPLY,INC. tO No" /71'. — ..1 „..1?` ....'`*;.:*****.. v't 41141.. \jiliC ._.2 1)1 rk / I I . BERTHA HVT. ,‘ . ,, .:. .7 1 z IR4c• iii.'EC O. ASSEANI Accordion Shuttet System . KV. BLADE#1 W/CR W/0 H.V.WNDOW RAE *ie r--.4) = , American Shutter Systems TILUT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWN 801 LC. . ...4,.11.... STATE np i 4, 00559,91 38W,Si-,SW.aos.MRCCVA GA:goals.rloRDA=La OR Mik../.44,* Association, Inc. i OLD 15-085 01/27/17 DATE: -07/27/17 - '-.. •4,.A Pelona 1(305)871-1570.fox T.(305)871-1531 4268 Westroods Drive 2 DRAWING No .......o:iinocoovw.com West Palm Beach., FL 33407 3 ER-0006716 . *,.....61 ,...„.*******- 1%11 WALTER A.THAR Jr.P.E. 4 17-107 -- _ 0 Alm 510 Li' P.E. tEAC/STINADIFODATE FLORIDA Lic.#44167 5 SHEET _ 6 3 OF 20 ......__ 1 SHUTTER ASSEMBLY SCHEDULE FOR _ HV HV �A 3/8..°r 6 41 2'MIN. CLEARANCE � 3 TO BLADE � a zs d HV BLADE 1 �` I.: 1 to .1875.1 �— CkTERWp rti�3� }- GE t 3 - 15V W1NOa'it El ,0625' ,spy x_x .0625 .0625' KV BLADE 1A � - 2':: ., �" < BLADE'S 1 c^o op ENIN: 0625 .1875 Y HV LONG RECESSED NYLON BUSHING ® ��.. � 10� i 1 KNUCKLE \ 0.0625' �W�4--( (TTP) 39 HV SHORT RECESSED NYLON BUSHING t A b,k \I u_ i ,n R o 'FLAT PORTION' , ill 81.7'Oj1' CLEAR 40 HV NYLON HAT WASHER OR i ;a E3tA E ? z j/�1 3f5a" T / N 41 HV WHEEL CARRIAGE AISI 302-303 SERIES �"j f I I TS5"• a) iii Ii�'_w^ {y { X �`/c2.e7sa' I� X 0-870"x3/16" THICK NYLON WHEEL '@.'J tt I ge, T 01' 2 7/8"MIN: Nv WINDOW 0.188"0 AISI 302 SERIES,S.S. RIVETS —"`I""' I 315.0 ' SEPAPATION 03.0 �"� a I 1 BETWEENPLACE - 0625' -0625 3./500 HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR ■F". L_J -� 1,---.-0 OPENINGS ji oN 5E3N[as;`-C ry� 4j^ �' 7500" `@?/ HV 2 3f4" ACCORDIONPIN W/ 8 HEAD * - ----•¢_ 4 o "� " 2'1/S• -FSA'baaa CLEAR �� 1 851WEEN TYPICAL HV WINDOW BLADE 1 AND h�}4 POLYCARBONATE IMPACT RESISTANT HV WINDOW ,o _i t T.•S I II -3s 0I ( POLYCARBONATE IW WINDOW DETAIL (DOR or ®3 N.T.S. �� !,,--,0-. S££NOTEFORREQUIREMENTS) I i (D OR —II I *P0 Y AR=•.•I I P• : . ANT.H ,NDO lit4 4 BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-SiABIL17.ED GRADE OR 5ABiC 11upuu-j x I 12.MIS. BLADE BO .$A4 INNOVATIVE INNOVATIVE PLASTIC LEXAN 103 RESIN * NY PIN_REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I I (SEE NOTE "F" ON SHEET 19). HV 1 HV 1 1111` i 1 , Q OR ® I 'I _ i (1) NV PIN I9 SHALL ALWAYS BE USED AT ALL EXTERIOR -(3 �Ng g BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR ; EXTERIOR POLYCARBONATE SOURCES FOR'0 HV BLADE. TYPICAL SHUTTER ASSEMBLY TWGALFROM ES 4.,,,, 9409„p,„999,,, N.T.S. - - NV PIN®OR IOR yr(.y AT RDEForx ""m'/ AA Ry a 3,07 mc..t0.a.(2) HV PIN 0MAY BE USED IN LIEU OF 0 AND ONLY AT EXTER� BLADE'S KNUCKLE. a05xea: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV l/ 20.324 47)\ (SEE REQUIREMENTS) ter.,`."" "41"0202 °A"'°r" n 03 e, BLADE WHEN CORRESPONDING TO INSTALLATION "II", SHEET 7. .DAB"-r-/ Q ill 1' TENSILE YIEl0:1Ra1RIN 4019 0702 0 43 p.a.1.. 000403 0. _. . ^ i 1 PIDR1VL 5850TH AT NW A574 ONO 12.505 073. 13400 69.1 (4 HV PIN ® OR (0W/ 1/2" O.D. 1/16" THICK S.S. WASHER =1, I I E u0acus ASN 0740 316.000 a•1• 340000 p...1- SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, (} SHEET I 1+ELAS moo 850 0238 1810-45,, 1 Fr-mf 1777 150 mo clwu�r�rcmu^<. WHEEL CARRIAGE DETAIL it . SMOKE DENSRI ASN 028+3. 472 z, 641 z MAX .� SEMBLY LAYOUT RATE OF 0uavm MIN 0635 c-,CLASS c-,cuss N..S. SELF ISAInTS ARU 01424 1540'r 480'1 0(081 560: AS10 G155 TOtSRE S1513.966O ACM WEANING: ARM 538 5302 ps. 8840 p:,1. iHV BLADE SOLiD & (A HV WINDOW BLADE DETAILS lrl•54E 501010 SCORE 80AT A5101638 p.,L 8080 p", N.T.S-: i'J{sJllf>tiiswe�� ,1111 015.7lI�f)'"_ FLORIDA BUILDING CODE(Non High 'Velocity Hurricane Zone' 1 ®2017 SAMSON METAL SUPPLY, INC. ` P••t\GENS ,""f''41. anon mTEco.INC, ' BERTHA HY-RA ' .�t7`? ii L i C oNiC- A S■ ■Aw Accordion ShutterSystem Hv BLADE 1 w/OR w/o N.V. BLADE wlrwa�v American Shutter'Systems '+ TIL[17 TESTING & ENGINEERING COMPANY REV•Np OEsemprfoN DATE DRAM OT: LC. �� fki 44. ' Association, Inc. r OLD 15-085 p7/21/17 OATS 07/27/17. �.•.'.4.•:\` 8355 Flume 38•h 5)t.51-153. .Fox:(05)8s.11 151A Jif GO l c`n Paws:tsas)a71-15sa.Fox:(sos)sn-15s1 4268 Wssiro0ds Drive 2 DRAWING No ss%OVAL 4��i111L 0-mE9 Oeco$311.Com West Pain Beoch, FL 33407 s 7" 07 A WALTER A.mut Jr.P.C. j yj1'`�e MORIN,.U6.p,44107 5 SHEET P.E.,SEAL/SIGNATURE/DATE 6 4 OF 20 • ®p /�� � ��, �'�, na•� s *NOTES ON HV LOCKS AND CENTERMATES: `� Q>• L.:l' A:/' Lj' �,t' �,+" (-40'0.10'0 :.(l 1. MANDATORY CONDITION /L ONE HV LOCK ILS"or®SHALL BE USED AT 1/2 OF- SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2.OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA TIONS AT ANY / , ELEVATION. HV LOCK 3 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO R1 OR wI.A 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 R.. - _ I ,I ) ' -II IIIA TYPICAL SHUTTER ELEVATION. Oq4 J0` ` L• ,tR6 II 2. OM L�NOITWN /1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 m 'W'v I LOCKS 2 OR`DJ MAY BE USED AS AN INSIDE DR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES HV„_, �a '�' .__....r LO ®SH OF BE AS INDICATED NOTE (1)DABOVE. d` ,.____ —'C,INIT.Y .....a 7y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a.OH' 3. OFTONAL CONDITION f2 (VALID ONLY WHEN MAfyDATORY CONDITION/1 OR JJMITED MANDATORY CONDITION I FJ Jy Ic USED W/TWO H.V. LOCKS):LOCKING RODS t)ARE NOT REQUIRED AT_ URRICANE POSITION, BUT MAY r._' II .O €54-4.34,40,..(9,- n t25' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS Q9 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). IY' 4,hIAOATORY CONDITION 121 ONE HV LOCK 6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN - [1i 1r j GH' AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or I®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ' G C I ATTACHED TO 9 CORNER CENTERMATE W/(2) 1/4 0-20 x I/2' LONG FIAT HEAD S.S. U.S. TWO LOCKING RODS i�,' °r III I - , AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i P,$ HOOC-HVC MAXIMUM SHUTILH SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Iv AMi Eg� S� �� 5t• ALTERNATE TO MANDATORY 9NOIRON tt VALID ONLY FOR NV L a W/SYMMETRICAL CENTERMATES L p;. OR ONE ALTERNATE NV LOCK TZTf MAY BE USED IN UEU OF HV LOCKor 2 FOR ANY. SPAN AND i� 1 St g, INSTA IATIONS AT ANY ELEVATION. AL ERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT NI —@ isi:Siil c OF 1/4"0-2003/4'S.S. THUMBSCREWTO OR CENTCRMATESSHALLBE MADEY7/ 1/4'0-20x3/4'ALUM.% N o � c� N—"10"100 3 RNNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO L j .og �/ I LOCKS AT 1/3 OF SHUTTER SPAN. I 'Id I I I 6. ....I'0 •.'ll', a•G .5.01' ,.r .N. .-1: .Id. ONE HV LOCK® or�'"or0 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 1 TO.86'.AND FOR INSTALLATIONS AT ANY ELEVATION.NV LOCK Q3 or or®MAY BE USED AS AN INSIDE OR —I 7 I I 3 IT`S OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES" W/(2) 1/4"-20 x 1/2-LONG.FLAT HEAD 5.5. - J \ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 13 W/ SEE END CONNECTION ;`1� I l` 'r' OR-®TOP AND BOTTOM 15 COMPLETELY MANDATORY. DETAILS ON r Q, ©' 0, Or Qr- Co r(r">Qr > '0r. 0. 0. 0. 0' IBES, m' 1 I *NOTES ON HV "T" LOCKS AND CENTERMATES: 4. HEIGHT. 1 I OF CORNER 1, .4,4,' • I.:..I 5' ,'..U:1 '.hMI'. . r ', 0': ,1 rot, 4' ' 0,11a ...15. 4. ,.' CC'',� 1 CENTERMATE a.,; �ONE ALTERNATE HV "f• LOCK 5�MAY BE INSTALLED IN LIEU OF HV LOCKS®OR in FOR ANY SPAN AND ©C° °A©'CD m®p°TD 'U�Iw INSTALLATION AT ANY ELEVATION. ALT NATE LOCK 1,''�(AY BE USED AS AN'INSIDE-OR OUTSIDE LOCK. ATTACHMENT OF LOCK S1 INCLUDES USING REINFORCING LOCKER 237 AS SHOWN ON SECTION HVG, SHEET.9,WHICH MUST BE O.•0ca @.i.©m 1 j 10. as -- CONNECTED TO CENTERMATES®AND 0 W/ 1/4'0-20 0 1 -1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" CO91NGNUT OR-W/ 1/4"0-20x1' S.S:M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 0.®.©,- 60.®•({ - MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. •@"®•OAP T 9•(�5 01a•@ *NOTES (Q,,N HD LOCKS Sc CENTERMATES: 1.}{D (34 Tr HD CTNIERMATE.( OR 32 W/(3 : ONE ALTERNATE HE LOCK(,7)MAYBE USED IN LIEU OF' TYPICAL Cr') HV BLADE SHUTTER ELEVATION HV LOCKS 2 OR FOR ANY SPAN-AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ND LOCK 74 MAY BE USED AS AN INSIDE OR OuTSKA LOCK.ATTACHMENT OF HD.LOCK 54)10 1 IS W/3 80 x 3/8'F.H. 5.5.M.S..AND INCLUDES N.T.S. REINFORCEMENT INSERT 1133 AS SHOWN ON•SECTIONS HOB-NVB AND HDC-HVC,-SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12-MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS g IS COMPLETELY OPTIONAL. . - *I�egwi,m"T,, FLORIDA BUILDING CODE-(Non' High Velocity Hurricane Zone) a. jll.`3' ............. rl "� @ 2017 EASTERN METAL SUPPLY.INC. 11 Q,y /r"i 00017 TILTECO•INC. \N'ENSe.*•.��z - BERTHA HVTA �� ? A•S: .S A Accordion Shutter System '11} / 'LL''E C O IY C. ■ ■. E . ■ H.V. RADE 1¢1 W/CR W/0 H.V,*WOW MADE '� *', TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems ,.,,No DEsrnlin0H DATE OMAN.Aft LC. •3 p'.. ' 1F Association, Inc. 1 OLD 15-085 07/27/17 DATE 07/27/17 \ 0355 NM,3518 St.,9e.305,MARNA CrAD`VIS,ROHM 331GG . e'`.....ORION./A," \\ Phone:(305)1371-153D.Fort(305)071-1531 4268 Westroods Drive a DRAWING No -, ss . ..••• .,„70` o-malt 1134C0eo0oa.com 06719 West Palm Beach, FL 33407 3 �QNAL'ctrr�ll wILTEP A TILUT Jr.P.E. 17-107 ROROA,Lic./44167 5 ,SHEET P.E. SEALJSGIWURE/DATE s 5 OF 20 _ f--CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED ,--1/4"R-2043/4"5.0. POURED CONCRETE SHEET 13) CONCRETE ANCHORS 1 LtACHINE SCREWS CONCRETE REQUIRED Fat i," �^ (SEE SCHEDULE ON W/1/4"-20 REQUIRED .,,CONCRETE ANCHORS `/ r-- 1 1 g A cEYSTONE(SEE ROUND=SON SHEET n .r r SHEET 13) NUTS. ft 12."O.C. /,� (SEE SCHEDULE ON SHEET 13) J +1.. ; f 1 1" Y 3 OR 4 ' yr-' Min. f...1/4"tl-20x3/4"S.S. I Min. f , i EQ--EO-- MACHINE SCREWS _ EQ.f EO ,-' Y ` , I' USING 1/4'-20 NUTS - r •� .•`.- Z' is 12-0.C. Si" 1/2 �r�■�..�.r� a i / .1/2 f' 11 U► .250-Mox. I , --�' ry �ij t }'1{-j CI 3 dt 15 {' E.. --- r 71, 13 OR 15 r. f � !u E p. - �' .250"Max, i J 4`i- -P ,Il 'P E.D. I }`` a 250' / I 1 i ,. i` i i n f I {' �• E.0.' f ' - NN - 0_ Max. � \"� iiii C: j �� OPTIONAL. i I ; f y r \--OPTIONAL .. NIL SEPARMIa10 m G.RA E0) MIN..SEPARATION TO GLASS 1 Q 11 RN RADE '�OR O E GAG-"1"-'-(SEE-SCHEDULE ON SHEET 1 t).—_ EXISTING tuRxsON 04R MIN.SEPARATION TO GLASS (FOR ' it 1 GLASS-, ,-(SEE SCHEDULE ON SHEET 11)-,I i 1 G EXTISS GLASS' LI n ®HV WALL HEADER INSTALLATION Q HV WALL, HEADER INSTALLATION `® HV WALL HEADER INSTALLATION + KEYSTONE 1 . .--s� ; IAN_SEPARATION TO CLASS ,� n EXISTGL SG-+ y gp y OR � - 1 i 1 f•1 FXIETNG� (SEE SCHEDULE ON SHEET 11) %I]; • 1� IP cuss(992 I 1 i9 i� MW. SEPARATION TO GLASS .lJ GLASS W solaux my se+EET ,1 i I (SEE SCHEDULE ON SHEET 11)- i ''-T1 Tat aAIE ONO rh rh ' a4 s,ea 19 MR I 1 Was LD h�. I EXISTING I n I l j 1/'-OPDONAL i ,i I (faC�I GLASS-, ! I £.D" £ Max. . 1111 111 -.r —opnoNAL1/4 Max, r ilD 12 OR 14 v.-4 — • i 1/4"0-20x3/4'S.S. / t+ / (� LEO EQ R PHILLIPS TFtU55 HEAD �' � '' 1/4"0-20x3/4'S.S.PNILLPS r / �.:/ 18 4 MACHR4E SCREWS,US1NG i r CONCRETE ANCHORS TRUSS-HEAD MACHINE SCREWS L '� ' ,--CONCRETE ANCNCRS, f f f ( ) f 1/4'-20 NUTS;6 12'U.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS tD 12'O.C. (I 1 (SEE SCHEpUI.E.ON SHEET 13) 1 !• + Mtn. POURED CONCRETE- SHEET 13) POURED CONCRETE_t % t OR CONCRETE BLOCK OR CONCRETE BLOCK 1?-21"" S,,QNCRETE ANCHORS REOUIRED WALL REQUIRED ..--- Q?) WALL SILL INSTALLATION POURED CONCRETEJ ((SEElSCHEDULE HE LLE ON (DHL, WALL SILL INSTALLATION OR CONCRETE..BLOCK WAIL REQUIRED 0 HVWALL SILL.INSTALLATION NOTE FOB n.W-..•:. ., 4 : INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER .E.D.=EDGE DISTANCE ♦SEE LIMITATIONS OF USE FOR ' FI 1/ BLADE ASSEMBLY (SEE.SPECIFICATIONS ON SHEET 13) BLADE.�ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUET ANY INSTALLATION,. im lfltvte _. ,. ___._ _... _ _. 610-ccj k Vrt FLORIDA BUILDING CODE(Non High Velocity Hlarricone' Zone) _ `,..., - CW 2017 EASTERN METAL.SUPPLY,INC. \\\\\*VN ''\CENs* .✓(15.i,,p P2017 TILTECa.INC. -F . BERTHA ! •V',1A 4 i .' / ` ASSAIL Accordion Shutter System .i 1 E C G N . 1 ■, H.v,BADE#1 w/off W/o xV'wltmow MACE • American Shutter Systems REV.No DESCRIPTROR. DATE DRAWN ESN LC. _ ,' <1 R. :$ \ TILNW TESTING & ENGINEERING COMPANY Inc. / / '+ Association, ncI OLD 15-085 07 27/17 DATE 07 27 ]7 �` cm:K A (.4r $ 6355 U.W.3611.n..Si.305. V Fe, (305),1I—TH 3316E 4268 WE stroods Drive 2 N? 4 Ptrorr_:(305)871-1530.Ear I(305)871-T531 DRAWING No ' L^ ,r� � �yt�'sdf a-m>t L000571oLcom West Palm Beech, FL 33407 3 4 '"s6'/V t*-�ytl EB-o0D8719 4 17—'(07 y��--"•.,,,,,,FF''' WALTER A.nttrr Jr.P.E. FLORIDA lic..i 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 Of 20. 57-1--AROKAI . . I------ COWRETE ANCHORS MR SEPARATION i POURED li 0 OR fir . 0 —(SEE SCHEDULE ON SHEET 13) TO CUSS(SEE .IN EXISTING ' TO CLASS *-I I., CONCRETE 50EDAS 04 SHEET ,' ., REQUIRED -''&.1F7'al fLA"',Ill' 1 g GLASS-4 XI.SUMMON 'I i' "4 " '1.1,11.1) g ....., , , z, si , CABLE EXISTING '..., ,t! 44 ON DIM IO , , N. .- ALTERNATE . 1'A i'' " EXISTING/ i 1 /C) ; J 1.//./'''' 'd+f'l '7//i ./' ANCHORNH LOCATION r•-•T 'r"---- T fin #10x3/4"HEX BASHER HEAD GLASS q4:144lAf IP a R° ii Ali 111--'TL.- 1111 '''.q..' /// '. / , ,'../,l'' . EDGE OF 0 v. L,,,, 1 1,, ,"3/.7"FiTENEcSRSCETECE,F;ILELZ 0.C. 13) v./ , , ..,. . ,/ , , MI ON SHEET .. 0, 7 'EXISTING "/ I I 1 I 1///../ /./ SLAB IF GLASS ri' SLAB IF Ma SEP/P.110HANI POURED FLAT HEAD CONCRETEANCHORS 11, CONCRETE .13.4I- CONCRETE (SEE SCHEDULE ON SHEET 14) "-I -(1)OR . POURED 11 ME?1:4X"(pi,1,13 ; RECTOR FLAT HEAD CONCRETE ANCHORS REQUIRED oN 5/TEET IS TER • '' '. 43) CICRETE ' ' ...'''''' IRED AMES A/A Ir9 I' ' REQUIRED E.Q.* . E.D. (SEE SCHEDULE ON SHEET 14) 10 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PS F A.S.O. T HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER (ElI HV FLOOR INSTALLATION t SCHEDULE 3, SHEET 11 0) 11V CEILING INSTALLATION DOSTING r-- u,N.scammnoN , . . CONCRETE ANCHORS GIASSH 4T5 CAA% i RN£ 404 . , G (SEE SCHEDULE 01.,i7 r t5fX SCHEMES • 64 NA.% 1/41)ow BURDEN UP-CON Hf S'W 44, SHEET is) C) —WC SOMME , , AtILLOCU>IHREADTCRU 04,564C4 III si A . EXISIING / -.? TECATO:ADGT OR 1/4'0 FAXING 1/4' EXISTING( ____, ASS i' S EXISTING---1 CLASS Haft"PMAT'rit,%Lr'10. ' , . 0 GLASS-4 ; FASEENERS TAPPER+ANCHORS W/ MAN 1 3/4-LEN.EDOEOLTENT 0 e —4 trs-xicutt 014n4 ti) ' , a on. . [if . , I' ,..c.FOR UP TO 6"-W SPAN ARO 4'0C.FOR SPANS LARGER THIN 1 _____LL ...],T e ,... , , ii , • p1 a. . *0 61;tAr gog-a4Z 12-:,-7 ay)CaM Norc t DR , I ti /10x3/4.HEX,E..6 4.., ' ' swirl'II FOR mmAlicos 3/8- I. i rMAX , t WASHER HEAD t/ /. , 11 I e,,.._1' ‘111 ' , CONT.SEALANT • illYT: UN. ill TEX scREws ,_1.. ./ / 1---- it I , h -.4 0 12'O.c. ;;;;di„..; ;,.., , ,4;• • .,, , •'...//'T0I.7"/.. #14x3/4* 'HEX HEAD , T"• ..I-I. , 4.., '/ ';',..,:fC., TEX SCREwS 0 9 0.C. 1 I/ ,..-L-- ' -' 1111 i I 1 ..,,////:,•/;.:: 1/4 0-2043/4'SS US OR 1/4"0-,20 S.S.M.S. CONCRETE ANCHORS I, Y '-=-. -.: 0.0 L v, Agig, q,Pll ve -„,,,,,,,,. uSING 4/4"0-20 NUTS w/Null 0 9"o.C. -(sEE scHEDuLE on :. '' yi /' C* 11/2 ,- -77-i. LILe: - ..- - .._ ._............._..................... I SHE ET 14) ' / i 41010 @Ca 0 1/2"—1411- r - .t I . . . .. :./.. \\_604ISIDIG NON STRUCTURAL • 2.00*MIN. WM1 TRIM(DECORADVE . •. 'I•• E.O. I SILL) V ,,,,/ A 14 ,.../ „../ x." ..//I i/// ,...... ,,,.,/ EsDaEs V , i 1 - ' ,/ •-•C>R0'I__. \\.114x3/4"F.H.S.D.S. - MIN, . 44 /I.' /t„,/t/1 7*,l ,.1 7/84.,-1, / / ..,'' / / APPUCABLE IF \... 0 9*0.C. ‘ CONCRETE ANCHORS SEE NOTE' 13(b) ---'1"--1 I . r:-/ / 1 ,„ i ,..-I E.D.,- -- / POURED CONCRETE-1 (SEE SCHEDULE ON ON SHEET 1 pouRED CONCRETE SEE NOTE 13(b) -1 ' '' .• , .,„ . ON SHEET I OR CONCRETE BLOCK SHEET 14) OR COncRETE BLOCK ___,____, REQUIRED REGAINED 0 KEYSTONE MOUNTING INSTALLATION OPTIONAL POuRED 10 HV WALL FLOOR INSTALLATION IAA/MUM k5,11.Dann PRESSURE,+646-72 Pel cONERETE 0 HV WALL WALK—OVER INSTALLATION. TAANINCRA SHUTTER SPAN W-0" REQUIRED 0 HV RAINGUARD INSTALLATION t twitg: . t THIS INSTALLATION SHALL BE VOTE FOR COMBINATION_OF SECTIONS; *E.EL ..EDGE DISTANCE REVOYABLE WHEN FIERFORNED ADJACENT TO AN OPERABLE EXIT . SEE IMITATIONS OF USE FOR 4 FOR TYPICAL SHUTTER NEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE(3,ON SHEET 19 INSTALLATION DETAILS W/ (V HV BLADE ,_SEE SHEET ASSEMBLY 2 MOONTtrIG.SECTioNS CAN BE.COMBINED . 00. ,,, .._. - "IN ANY WAY TO SUIT ANY INSTALLALION. 1_6 .1‘A. 14,---- FLORIDA BUILDING CODE(hi _on High Velocity Hurricane Zone) — - 04r-,--•'"----•...'4" 02017 WITCO,INC. 02017 EASTERN METAL SUPPLY,INC. „ ./. LI' J c ..;- 1. BERTHA HVThi *:."1"--‘ °=4-4--!-*4 -:- 1 liLIEC 0 INC. \ . AnSaSzA is Accordion Shutter System I, R1/. RADE#1 W/CR W/0 IV. WINDOW RADE American Shutter Systems - - - or-, ,..ct. i MUT TESTING & ENGINEERING COMPANY REV.No DESCRIPTION DATE DRAWL CM LC. \4.,... Association, Inc. 1 OLD 15-085 07/27/17 DATE, 07/27/17 - .... • on,n th .....444„, kV 6355 NM 3616.St..Ste 3051AR0NIA GARDENS,RONDA 33165 's t'A,e,...., rmm ;...,..";;„c-, ,,,I. P1,04 T(305)871-1530.Fee T(305)871-1531 4268 Westroads Drive 2"4. 44 :* '',/••11,-i* itDRAWING NO West Palm Beach, FL 33407 3 e-mel6 OltecoOeoleern 03-0006719 17107 ,"'' WALTER A.TILLIT Jr.PL. 4 _ MORO,.Li.j 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE - 6 7 OF 21i ... - --- SEE END WALL CONNE.CILOL. DETAILS ON SHEETS 10 & 18 *SEE NOTES ON LOCKING RODS C5,HV LOCOS®or® OUT 9,_,..,lik IN ,/--EXISTING&ASS INSTALLA-rioNS W/ CO HV **AND ALTERNATE ITV LOCK 6 ON SHEET 5, ----. I BLADE SLACK DETAIL HVF IS VAUD FOR ALL r BLADE W/ HV CENTERMATES CENTERVATES APPLICATION WITH BLADE° 1 Ct 04a.0*0 ca0010 4::)<IF .0 t # OR t3 SEE END WALL CONNECTION , 1 \O'0`1@*03'6'0" [—EXISTING GLASS I Ill: .•. I I 0'13<>(--)`€)" 7 t 41 1 ; (1). ' ' e°3 .@ .- -— 2%2",41/8.x0'-2 . 0-@'(>@"0*() / 3 I/4" 7" --..-- 13 1/2" 0053-78 ALLOY)ALUM, ,,, ! PPPOSING 1 i SYMMETRYCAL z AucA-Eivgas VCOINtP"" hi1. , _1/2* mfg.@ CENTERMATES ; CLEM' 4qa MIN.SEPARATION (TOP/BOTTOLO at„ \, 4-po.3/4*sus.o 12* I W/ HV LOOK .4.6 or ig W/ HV LocK 6 pr ( &- TO CLASS (4)/10:1/2"5,IA.S.TO TUBE i 0.C.FULL LENGHT. \ I I AT EACH ANGLE(TYP)i ,.,., , I i: . (SEE SCHEOULE ON SHEET 11) / 1 C4 - @, ', 10* I IN 1 W' ---.141111.4._ I -11011111111 Ell i — .,, ---i . - ,,. ...".= 1/0:" I 1" 0 1/2" /° .---**--."'"--k0, ./ 0 .1 OF'', • //' 0.ii) .k....-I--',' --csx L 0.,(:). ,..._..1- ., I® . . .,, • 118.1181111111Pr -vs r -__ 111-11r — , t OUT 0 . 0* x...) \--(4 W. To), HVB HVC Go. . HVA (3.0-0.0mC>K2)*C>'' r-PCURED CONCRETE OR 0.0•0`.'0"0-CV" CL (12). O''''Cli 03 m [-ExISTING GLASS I 202E aL"K"I. EXISTING I.0'0*(0'0.03-1, N lipri. — — — — F-0-: .--.6 0*-5--- -—--r.....\- ' SYMMETRICAL 0 IN . 0 .0* " MIN.1;;PARATION r I—GLASS •Om Orr 610,61.0 i\._,.si,,.. CENTERMATES 1, i - 0'0'3"tO'C>(2)' (saOsCastiLE \:..-...V / ,, —__ '.--L...":-"_ —J GLASS 4;1 ii)LO W/ HV LOCK 8 4 OPTiONAL I INTERIOR) ON SHEET 11) MIN.SEPARATION 0,0* SCHDUL IIIIIIIIIIIIIIrl ..L- ' ..' TO GLASS L IN OPT7ONAL !\\ \ / — (SEE EE \) u ON SHEET 11) .ONTERIOR) te4 __ 7 I OUT a•aiir . .•. .• / , • ,...t I / 5•9' \ i -- turr ...._ ‘, ‘1.101/(411.11111.1111.111111. =Tr/ I • -10- M.VIIIIIIIIIK" __..._ *(4. ® Cc L6-4,* '-..-r \-0-ra kt, OUT 6 1/2"MAX.SLACK MEW -r --‘ 4,.* -0,..4 (ExTER,0R) HVE HVF** 0 .. . HVD ,, „ „_ 0,01 ,c,t'a A,.tke--.• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 112007 TILT=INC. el 2017 EASTERN METAL SUPPLY, INC. BERTHA Hifi . ,... ' / INC \ IIII IAN...m.,.. 4 . WACO . • Allk S S ----. *i _ -.-.... ,. Accordion Shutter System RV. DADE#1 W/OR W/0 N.V.WII,OOW BLADE American Shutter Systems Inv,rl, =conic,' DATE DRAWNBY: EC. _ 7,..13''. • .,' r iF„," :1/47 fr. z: TIWT.TESTING & ENGINEERING COMPANY ",.. 0\ no.1...,b,. •*,,, ," 055 PM.nth.St. See.5425,nirS151A WOWS.FLORIDA 31146 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 _ lit'••:;;Th'....• NV. PhOnn-: en(305)870-153o.Sox:(305)871-1231 4268 Westroods Drive 2 DRAWING No o- all:Eltecoecoleorn West Palm Beach, FL 33407 s \'.-6•10NAt. ER-02126712 , 17-107 WALTER A TRUE Jr.P.E. ' , - FLORIDA 1.14.W 44382 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 ' - 8 OF 20 ALTERNATE, INSTALLATION W/HV "T" LOCK 6D. HV MALE/FEMALE "T" LOCKS CENTERMATES # . ® & LOCKERS (it W/ ( ).HV BLADE * sEE END CONNECTION OEMS ON SHEETS 10 & la INSTALLATION CO HV BLADE Ap.,.-mesnAc suss * OUT fte _ IN IRAK OStACK OETA6 MS,11.01CA1177 ON WOES 8. • W/ HD OENTERMATES 6) / I ....s nu.AS UNNERSAL 71.0.4114 BLADE 0 ornut 100-1,70. 000=0.00000 1310 ROTATED ON TAOS sso.o we at usw vow Ns ALTERNATE INSTATIATION DETAIL ANC SHOWS IN THIS SHEET. SEE END WALL CONNECTION DETAILS ON SHEETS 10 & le. i 0.0•0-0-0•@. 40 . o©. 167.1/860-1 ' • ' • ' 'CD 61063-34 ALL97),ALsh. '• •Irh r—O* Oirl AHLLtzg;sto60,,.7( 5/8. L - -. i-•I (MORAL) 4 -1D* 01,00107.7_1 .... (TOR/ROTTOLO I (41f10.1/7 SALS.TO MEE f to4/4*501.5.0 17 el ,-- r - I AT cum MOLL(TM f% I • 77 D.C.FULL LOSERS. Ci)*11vT. IN (4)KV. I IN (4)4 H.V. . IAN EERAUAlti ,...,,,„kb, (11"RIO mr sumTO CAA%ac t• V° 4)/ LVOCK (INSIDE) 0 PINS(DP.) A ,3/4' P IIIIIIII - 11161111111 ... 1 0+.,w, 9 ri„.• .!ar _ WAREVAR 11111111111/APMFA1116. frIPIPT*I'e.37111101 INNOIILI.,,...., lik. • i .---- ---1111!,..- 11°—"Aftill jillPri/N111/11111Silii 13 a lia-WirAl tirVa5/ 4* 'NMI AMMONS 11110:-..- ommv.‘ MIIIIIIMMIIIIIIIIIIIIIIIIMINI Al1111111101111111•111111111111111MIMIIIMMOININIO , -for e .,5_c. .-,...--,--.-,-,.:.!7.1.. e ,,,,, coRw iip V oUT e.„@ OCR 0 0 OR e \-@ ‘ti' wt. i * *SEE NOTE 6 FOR 1E7 LOCK 0, • 1/4" 0-20 x 1 1/2" S.S.M.S. PIM W/ 7/8"0 x 3/32" wiNGNUT. 0 •• e* ornot!Ao HDEI—HVB OUT (oPtaNAL) J-40C—HVC -r LOCK,ON SHED 6. /...,s0 , re HV "T" LOCK (OUTSIDE) CO SYMMETRICAL HD CENTERMATES SYMMETRICAL HD cENTERMATE W/f&. LOCK (EXTERIOR) s W/ (9, LOCK (INTERIOR) HVG* f sows 0444 AL1.1100.114 (2024-03 ALLOY)LARGE FLANGE THIN 9 4-4s..,C). SHED NUTTERS.PDX I 0070. OS MANUFACTURED 07 AVOEL CHERKY 7-1.9. 0'0'9' =TORN,RARDRPEtil,NEW JERSEY ,.../.' 0.0•03‹.).0•(3)‘" 07054 OR EQUAL _ •'. 40.4>0.(4'.-0•@.. 0....P..P.O..04:1)..0•@ ,,-, rr SEE NOTES a% 00050 Roes()a Sl( 5006 .on gi ns s _ . 045I8S11.5.0015000orrAHS-04 s vrato roo AL CEJTNATES APPLcTONS WO DADEED "MEW '1110/ TRRY 43_,i Ytil HOD-HVO** FLOATING STACK z.,4,..,.... ____ _ --------- - - --- — ------------ - ---- ------- -----CODE locity Hurricane Zone: 71,/,-.... 4:4,N_Tc.,...........:VI.1.2.... , ED 2017 EASTERN METAL SUPPLY. INC. ...' \AC ENSI4e.*,....ViA, BERTHA HV-m. i %, 1 ccordion Shutter System . : ri A 4 '* `....7 r -...... — 2 . / IILIE C 0 INC, \ ANS.S.A A : . a HV. BLADE#1 W./OR WO H.V. WNDOW MACE ,.-p... lorr , • _ : , .1./...4„D., .; TILLIT TESTING & ENGINEERING COMPANY Americon Shutter Systems REV.No DESCRIPUON DATE DRAWN 0Y: L.C. ... 0. . •,..i.e....v... Oz ,ii,...• 47 ` 6355 NAV.38th.St..Ste.306 mama CARDDES.FLORRA 3314E Association, Inc. I OLD 15-085 07/27/17 RATE 07/27/17 Phone J(305)871-1520.FOR.Z 050371-1631 4268 Westroads Drive 2 .--.15'/O-............ ttl ".••• DRAWING NO NAL E 01( e-rot 171=1007) West Palm Beach. FL 33407 3 17-107 ''''., '"“' WALTER,/,SLUT N.R.E. 4 T P.E. SEAL/SIGNATURE/DATE FLORDA Lie.I 44167 S SHEET a 9 OF 20 , ,.., POURED CONCRETE OR i / , POURED CONCRETE ,11., POURED CONCRETE ; POURED CONCRETE / OR CONCRETE OR CONCRETE OR CONCRETE /....-----.1 \ .----, CONCRETE BLOCK WALL 1 . .... / :11" BLOCK WALL REQUIRED BLOCK WALL REQUIRED • . , BLOCK WALL REQUIRED 1./ , REQUIRED . . ... .. .„... , . / .. ./ EXISTING GLASS .• . / „ ___/—EXISTING GLASS :/ / .• ,,,.. IC——F—-‘) 1, ,,/ . L, ,'11 2-f,,,I, EXISTING GLASS ..,' / , ,„.,/,• ..„ ,/ , {,.. CONCRETE ANCHOR. ,, EXISTING GLASS < .,./ „. „e* ' / Ar- , ...,:„A ., IS Tr p.c. „. ,, ./1.--_,. i,,,, / . ' . -/ IAR.SERA/TAT/0N •-• -.1.1 i1---..• ——— / ,/ .. MN SEPARATION , „ F / ., . . .. 7 TO GLASS(SEE' I. 1, 7 ,• .SCHEDULE ON SHEET 1 , 1•,..... 1A.AL SEPARATION TO CLASS(SEE Li , „I!! 7. MN.SEPARATION -. • . .,' EQ.'ii-;- iEQ/ 10 GLASS(SEE 1 ' - 1 ' . Ii MR 13 ASH ORM / / , ,., / ,,,- SCHEDULE ON SPEET / 1 1 I. TO GLASS(SEE , i 71 1 1 1 ,/ SDAFTLIF ON SKEET 1/16"x3"MAX. EN 941,1719 RIR 1 .' ,' / 11 FOR aAtx ORO I SCHEDULE ON S11EL7 • ." 11 FOR BLADE CLAM (6063-TO CONT. I GLADES EDW 929 :ON SHEET 19 FCR 1/2" ittralk4"1"1" II FOR BLADE°AND 47" ON SLEET 19,„_FOR ALUM.CLOSER ION SHEET Is FC•R . 1 ROMS CD&19 1 I BLADES OS OD irniDTEsiOTE(IP . BLADES(0&4.0 PLATE. (LOCATE 1/27—/Ii , I / 7,...,,\ f I I OF(9) AT EITHER SIDE 131N,--.1.* •1, OF CO i 1 1/2"or& ; I '4 I R.USE 1"OR 2"MAX. i h I i. • Doxi/2°sms. i „11 1 r* _ _ _-> Os APPLICABLE)A2"x1/8-a-2" 7" gib, ,,,.. ALUMINUM CUP ANGLE 1 wok\ #1 a.1/2•5.M.S.,__, ra,,1 _ „ ___..„....P CA Tr 0,0. t 11',* ------<" 1-111111 (6063-T6 ALLOY)AT MIDHEIGHT Lnlii, .--- —11. <- K1111 10 Mk. . , , 1111111k, 01„/„),""lba' • •1 J (2)I/4"0 TAPCONS ANCHORS TO \ N\ • 0 \ \ ; SEE DETAIL X FOR.] SIDE CONNECTION • „..,_, 1 0 OR (1,5" i WALL AT 1'D.C. (LOCATE AT EITHER SIDE OF 0) , 0 OR Cr'' , 0 OR dr SEE DETAIL X FOR-..../ 0 OR 0''',, TO TRACKS siDE CONNECTION SEE OEM_X E0- 10 TRACKS 41 m.ti m 0'0. L 0'a)'43°' (3"4>&C,' SIDE CONNECTION 0 84.34"0110"kILL/""Q.Y"'LW' TO.TRACKS 11).C)1"@"11g'11&131`" C1'"&"(3'4131`"0"(DA" C)"0•(D.O.0•(1.0‘. 0.0•(13'.0•0•iliii"' ®•0•03°0.0•8.• 0.0-.3.0.0•(D.• (D.6)."0-0."0•@.' ID.@""@•0.'0.il".2) @•(:)..()•,D.•0•Ci.. 4D•@..(19.(0‘.0.f_t., C).(t?)..0•0-0-(3'.0).(2) • 0-1.0•43•0-0•€/.'erk,) C).C.)..8-0.(24•9,.•(34) 0-(C)."@•(0‘-()•@A©•0 END CONNECTION DETAIL W END CONNECTION DETAIL® END CONNECTION DETAIL® END CONNECTION DETAIL® 4: REQUIRED ONLY FOR SPANS GREATER THAN.12.-0" ,/--POURED CONCRETE OR / CONCRETE BLOCK WALL ir- EXISTING /---EXISTING GLASS ,,,, ..1 REQUIRED GLASS 0 1 / ,./. ii / ... " / / MIN.SEPARATION ..,,' #)9.1i2s..sx,M.c$,- .-- . r _.), ,________I— ,.., 10 a.a.. (SEE eat SEPARATION , TO GLASS(SEE < ,...<"- 11(7j;„‘ 0 OROOR 0)0R , ,- ' ,- \11 FOR RADEOHIO CONCRETE / 1/2'IAIN. SCHEDULE ON SHEET I 1"1/61 -"------------- --1.. ., ,ON WET 19 FOR ANCHOR 0 1 . 11 FOR BLADE(DAM I 0 OROOR 3 OR 0 WOES oa,to I ON SHEET 19 FOR. cD i - J Ei.)-. WI1D ' 0 1 &ACES(1)4‘0 1 ..... 0110 ANCHOR 1 Ar „1 rt./2_ ,,,,N. 1 ,.,. ii--_::„._ .... „ii.... i. . r.„_____ ---7 I.,s. /1 ..). / , _ ‘,. ... ___,. / ,,-., \- ,--- .00,00Ra,OR L — .. . /1 c. '. /r IAK/ .s, i . SEE UMITATIONS OF USE FOR .•., c ---"I‘• ' BLADE 6 ON SHEET 19 0 OROOR 0 OR 3OR 0 VIEW Y 1 ..-• / ,. ,,,,, • gib OR 0*`,.1 PLAN/ r- i , . ,• DETAIL X 0 OR O.\„ i I 9.0.'0.(34:).0•(!D°. 1.--.POURED CONCRETE OR ‘' 1 10.161140-0"0"0"@*” - END INSTALLATION , CONCRETE BLOCK Y/ALL \ 0”CS°11C1'@.0-o- RED -,__o•c)•o-ao•o- C)HV BLADE OR fHV WINDOW- BLADE INTO REQUI \,___C)"(3•0-0'0 13- (D•0.'0'0.'0.tO.• CONCRETE OR CONCRETE BLOCK WALL. ia.0.,0,is>-®.0)- ®,,''..0•@.(g.@ END CONNECTION DETAIL® 0 (3'0.43'914344 l''' .1 k,ECTIO k I C) ‘.(D•0) --- ... . FLORIDA BUILDING CODE(Non High-Velocity Hurricane Zone 1 : - ,,,,,.,..„.,...--......... ,,,*ler. e2517 TITECO,INC. V 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM „,______.-1-) t f liLl E C 0 Stec.. io. ANS1110/11Aim Accordion Shutter System ..4,:_____,„ , :* RV.MACE#1 W/OR W/0 HY.WNDOW BLADE American Shutter Systems klp..<":.. eperkttp i„„.„ ,ii TILLIT TESTING & ENGINEERING COMPANY REM No DESCRIPTOti DATE DRAWN BY: L.C. .Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 - •L Op:. A/ . /4.1.7 V 55 W 5355 611114 cd1XPENS FLORIDA 32165 43 N..3Ste L,S5. ,vie , 4268 Westroods DriveDRAWING Na 2 (305)1371-1530 Fax i(305)871-1531 e-rnegi bltee.o0aoLcein West Palm Beach, FL 33407 3 , .---...7'itA,};";":>111 WALTER A.ES.0000,719 17-107 Tun 4,P.E. 4 - P.E. SEAL/SIGNATURE/DATE FLORIDA Lie.i 44167 5 SHEET B . 10 OF 20 SCHEDULE f11 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "1+" MAXIMUM SHUTTER SPAN*"L+" • NOTES' (It.). FOR INSTALLATIONS W/ METE[ Al, OR "L-' (ft.) FOR OR "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND CENTERMATES /� & or($1 or( I INSTALLATIONS W •PPO N - CONCRETE & WOOD `El' ® / � W 'll „al:l : l .,:14 (1) L+: MA%11AUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H V LOCK (a or © or%or 511 & •i W/ ONE HV LOCKS . MANSORY POSITIVE A:S.O, DESIGN. PRESSURE RATING. HD LOCK W/ N0 LOCKING RODS or ONE HV COCK or or + Y3y L- MAX.ALLOWABLE SPAN FORA GIVEN NEGATIVE CENTERMAIE) 28(3 29 IN/ ONE W/ NO LOCKING RODS ® RODS OR W/ NO LOCKING WALL A. B, C, 0, E, M, N; 0; P, q,' S.D. DESIGN PRESSURE RATING. l0'T" LOCK 30 W/TWO LONG (SEE NOTES f,if) MOUNTING F, K & L R. S. & V. 11�K (VALID FOR MOUNTING(1 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 NNT[�1D1��P��GG&+OO TOM INSTALLATIONS SEE 0 SHEET 7) FLOOR/CEILING G, H, I, 11. J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONMIE"3r WOOD)INSTALLATIONS CONCRETE O YIOOa CONCRETE MOUNTING & )1 HAMAR MAXIMA INSTAllATI0N9 0 'w" GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, As.O oon wPIW SURE AP�E�I INSTALLATIONSN DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. PRESaUr6 WALL MOUNTING FLOOR/TING PRESSURE WELL MOUNTING FLOOR/CDUNG MOUrOwG 63,0.7 MOUNTING 4"f.) FLOOR/CEILING MOUNTING (P41.-) aR GIVEN. A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (•OR-) C.OR_) (e AN-) FLOOR/WALL MOW DINGDL1LitMINE MAXIMUM SPAN-'L-" FROM SCHEDULE. t+ (h) L-(R) 1 I (h) L-(h) L I (R) L-(11) .L I' (N I.-(h) Q MAXIMUM SHUTTER SPAN "L+'OR 'L-' FOR 30 OR LESS 16'-0' I6'-0• 16'-0' 16'-0" 30 16'-0" 16'-0' • 30 16'-0" 16'-0' INSTALLATIONS-INTO WOOD SHALL BE UNITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pal.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPNT BETWEEN 'L+'AND "L-". 35 14'-10' 14'-10' 15-2' 16'-0' 35 14'-10' 14'-10' 35 , 15'-2' 1V-10- 40 13'-10 13'-10' I4'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETER/MITE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4' 14'-3' 45 13'-1" _13'-1• 45 13'-4' 14'-r f HV CORNER CENTERMATE 93 14AT'BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 1S-7' w 50 12'-5'- 12'-5• 50 _ 12'-3• _13'_I• MOUNTING INSTALLATIONS- LOCKING SPECIFICATIONS W/ FLOOR/CDUNG MOUNTINGS: SNAIL BE A5 INDICATED ON MANDATORY CONDITION A2 — 55 11'-10' 11'-10• 12'-1 12''11' 55 11'-10' 11'-10' S5 it 11'-11' FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4• 11'-4" 11'-7' 12'-4" 60 19'-4 11'-4' 60 10'-2• 1D'-11• NOTE 95,SHEET 5. RATING: 10'-10" 65 10'-10' 10'-10' 11'-I" 11'-11' ---65 ^ 90'-10' 65 9'-5" 10'-1 - DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9" 11'-5' 70 70'-6' 101_6_ _70___ 1'•r EXCE7?T THAT MAXIMUM SHUTTER� 6'-9' 5-4' L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING7510'-I- _10'-1' 10'-411'-175 10-110'-1 ' " ' ' " 75 8'-B" INSTALLATIONS. _ _ 80 9'-10' 9'-10' IO'-0' 10'-9" 50 9'-10' 9'-10- SPAN-1+'OR'L-•WAD MAXIMUM AS.D.DESING FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE 85 9'-b' 9'-6' 9'-9' 10'-5' 85 9'-6' 9'-6' RATING: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 9'-3• 9'-3' OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOTS: DETERMINE: _ 95 9'-0' 8'-9' 9'-2' 9'-10' 95 9'-0' 8'-9" 1- CONNECTIONS TO KEYSTONE. MOUNTING Li MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.s.F.,AND 8'-0" SPAN, SEE L2-a MAIL SPAN FOR FLOOR/CEILING MOUNTING _ 100 B'-9' B'-4' 9'-0• 9'-7' IDD .8'-9' 0'-4' MOUNTING El)ON SHEET 7. INSTALLATIONS. 105 _ 6'-7' Y-11• 8'-9- 9'-4• 105 8'-7' 7'-11' 1... '110 6'-4' r-7 - 5'-7' 9'_2' lTD 8'--4' )'-7• FINAL MAXIMUM ALLOWABLE SPAN !S EQUAL TO THE 115 B'-2' r-3' 8'-4" 81-11' 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'LI+', 'La{.". "LI-"AND "L2-' 120 6'-0" 6'-11' 6'-2• 8'-9' 120 6'-0• V-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 0.-8" 8'-0' 8'-5' 125 7'-10' 6.-8• - ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10' 8'-1" 130 7'-B" 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 7'-7' 6'-2' MINIMUM' SPACING. 140 7'-5' s-11' 7-7' r-6' 140 7'-5" S-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9' 7'=5' 7'T _ 145 _ 7'-3• 5'-9• TO GLASS 150 7'-2" 5'-7' 7'-4' _7'-U" 150 7;-2' 5'-7'. - 155 7'70' 5'-5' 1 THRU 3 1`' ( 160 6'-11- - 5-2' 7'-1' 6'-7' 160 6•-11' 5'-2' - - 165 6'-I0' 5-I" 7'-0' 6'-4' 165 6'-10' 5-1' 170 6'-9" 4'-11' 6'-11" 6'-2' 170 175 6'_7' _..._ 80 B' 6' 14' 180 6'-6• 4'- -801 H V BLADE ' 5'-10" 180 - 6'-B' a'-8' 185 6'-5- 4'-6' 5'-7' 5'-8' ' 185 5'-5' S-6' 190 195 6'-3" 4'-3' 6'-5' 5'-5 195 6'-3' 4'-3' 200 6'-2' 4'-2' G-4' 5'-3' 200 :6'-2" 4-Y - - --- -- - - -- .- 205` 6'-I-' -4'-1' _ 6'-3' 5'i'' 2o5 6'-i• ,1F71-'f'�"".'"•••. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; 1',;¢�\ ,•,,. 1IJ J= co 2017 EASTERN METAL SUPPLY, INC. 02017 TILTECO,INC. '\�CENSF'°.,�'z BERTHA HV TM ' / IILIE C O:.NI I:. A■S SUIA■ Accordion Shutter System H.Y. BLADE#1 W/OR'W/o H.V. %may BLADE :(• �, ,_/ American Shutter Systems a '•Q °_ TATs TICCIT TESTING & ENGINEERING.COMPANY Rn.R 6ESiPoP1roN OAT[ DRAWN BT:NISLY./LG.- • 1N 6755 N.W.740 Ar:,Ate.305,NWANU GARDENS.FLORLR..71st Association, .Inc. 1 OLD 15-065 07/27/17 DATE: 07/27/17 n ''.'F P Y4 \A Ppone 1(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No `t/' '•. •` \�11' a-n1001 011.00ooldo'R West Palm Beach, FL 33407 3 - ' EN6,11 EB-0006719 /—I O/ 'TONAL FII WALTER A,71111T Jr.P.E 4 FLORIDA U0./44187 . 5 SHEET P.E. SEAI"./S(GNATURE/DATE 6 11 OF 20 MAXIMUM ANCHOR* SPACING (MI SCHFOULE FOR A GIVEN MAX. SHUTTER SPAN, 9 I , 1 1 111 A . :.11 1 1,1 I b:: '101,9 , 4.0 .II, Ild• •r 4, :211 9: 41 L.al BLOCK INSTALLADON$ ANCHORS SPACING LEGEND _. POURED CONCRETE (SEE NOONONCS A.8,C.0 AMOVF ON SHEET 6) POURED CONCREVCONCREiE BLOCKt� TAPCON OR ®WALLA® CO MA%iNU1 HEADER MOUNTING WA1L HEADER MOUNTING WALL HEADER MOUNTING (WALL SILL WONTING (WALL SILL OUNT1NG ©&0 WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W/ y//Q4 W/ vii to MOUNTING THREADFORM.TECHNOLOGY (ft) A6D..DEMI BERME PRESSIRE RA7it6(p'I)A.S.D.DEM IE AI55 MURK RATING OWITA.S.0[9411 MAINE PRESSURE RAM(PASS.EMI REDONE PIMME RANG(1'1)ASO,DE1224.IEDONE MIME 65110 04„.48,,,,,,,0,DE9KN_50SlSC PRESSURE 99110'Ont) ALL POINTS-SOLID-SET 30 40 60 75 0 120 1 0 265 30 40 60 75 90 120 160 205 30 40 60 75 90 120 205 30 40 60 75 90 129 160 20530 40 60 75 90'.=20 160 205 30 40 6 75 90 120 160 205 BLUE TAP 14 .12'/0 9 '.81 6'14 12 1D 9 8'6• -6 14 12- 10. 9` 8 6 14-12 10 9..8 8 '6 --'14'12 't0 9 8. 8 8 85 8 B 7-5,5 ' 3'-0• 14 12 10 9 .8 6 14 T2 10 9 - 8 6 6 14'12 10 9 =8- 6 i+ 72 70 9 8 8 d G ti' i2 10 9 8 8 6 8 0 8 8 8 TAPPER+ OR LESS,14 12 10' 9 8 5 '14 12 10 9 8 6 6 14 12 10 9 8 G 14 12 10 4 B 0 6 3 'It 12 10 9' 6 6 5 8 8 8 8 6,5 14 12'10 6 8 6 i4 72 10 9 8.'6' 6 14 12,10 9 B 0 14' 12 70 9 8 8 8 - 14 12 10_9_ 5 8"-8'8 8. 8 8 7 14 12 1D 9' ''8 ' 4 14 12 10 9 8- 6 8114.12 10,9 -8 6 14 12 10 9 8 -7'' - - '14 12. 10, 9 8. 7 5.5 - 8 7 5.5 4. 4 ,-0. 14' 12 .10 9 6 4 14 12 10 9 8 6. 6 14 12' 10 9 6 6 14 12 10 0' 8 8 ,5.5. - 14 12 10 9 .8 5 6 6 y- 8 8 8 8 14 12 10 9 8 4.5 - 14 12 10 8 8 6 4 14 12 10 9 8 ti 6 14 12 10 9 8' 8 - 14 12 10 9 8 8 8 6 8 6.5 8 14 12 10 9 8 6 4 14' 12 10 5 8 6 8 14 12- 10 9 -8 6 6 14 12,10 6 8 8 - 14 12 10 9 8 8 6 - 8 8 7 5.5 14 12 10 .9 '`8 4,5 --14 12 10 9 1 ^8- 6 3..5 14-12 10 9_' 8 6 6 14 12 10 9 75 - - - 14 12 10 9-7.5 5.5 - .8 8 7.5 5.5 4 3 * SEE ANCHOR 5'-0" .14 12 10 9 8 4.5 - 14 12 10 9 8 6 3.5 14 12 10-9 8 6 6 14'12~10 9 8 7 - - 14 12' 10 9 8 8 6 - 8 8 8 .8 8 8 SPECIFICATIONS 14 -1215 9 5.5. - - 14 12 15 91 8 4.5 - .1412 10 0.- "8 6 5114'1210 8 8 3 _ - 1412. 10 9 8 7 _-8. 8•^_8" 7' 5 4' 1 4 12.10 9 8 43 74 12 10_9_ 0.' 6 15 14 72 10 9 8 ' 6 14 12' 10 9 B' - -^ 14 12 IO 7.5 - 8 8 7.6 5,5 4- . ON SHEET 13' 74 12 IO 8 5.5 3' '74''12 10 9 B 45 - 14-12 10' 9 B 5•14^12 9.5 7,5 4 -114. 12 85 79.5-1186"33 - - 0 78.5'6.8'4.5 3.5 - 'E,-O• 14 12 10 5 - 5.5-- " 14 t2. 10 9 8 4.5 - 14 12 10 9 8 Q 6' 14 12'10 9 8' 4 - - 14 12 10 9 "8 8 4 4 - 6...L.8 8 8. 7.5 14 12-10 9 - '3 - 14 12 60-I-- 8 - - 14 12 10 9 8 033.5 14 12 10 9 4.5 - 14 12 10 9 7.5 4 8 8 7.5 5.5 4 3 14 12 -10 9 5- - 14 12 10 9 8 4 - 14 12 10 9'" 8 6 5,5 14 12 10 9_5 - '--14' 12 10 9 8 4.5 - - 8 8 8 8 45 - • R1,„11229 4 - - 14 12 10 9 1 6.5 3- +14 12 10 0 8 6 - 14 12 8 4,5 - - - 14 12 .8 6.5 5.5 - 8 6.5 55 4 3,- 11010 9 4 - - 14 12 10 ,9 6.5 3- 14' 12_10 9 __.._8 8 - 14 12 10 9 6 - - L4'-122 10 9 8 7 - - e 8 8'8 7.5 6 7,-0„ 14'12 10 9 4.5. - 4,- 14'12 10 9 4 - 74 '12 10 9 - 14 ,12 10' 9' 70,3.75 - - 14 12 10 ..9 _6 -.14', '12 10 '.9_ 8. 6 - 14 12. 10 6 - - 14" 12 10' 8,5 7 - . 8' 8 7 5 .4 r'- 14 12 10. 9 55 -3 - 14"'12" 10 9 45• - 14 -12 70 9 -8 - 14:-11,'7 - - •''14.-11 7 5.5 3,5 - - - 7,5.5 45 3.5 - 04.- O. 14 -12 10,8 5.5 -• - 14 12 1U 9 4.5 - - 14. 12` 10,...,9_ 8' ^ - 14 12--10 7 4 - 14 12 10 9 8, :3 - 7 8 8' 8 7.5 7 4 ♦SEE UMRA110NS OF USE FOR 14 12 10 5.5 3 - 14 '12 10 9. - 14 12 10 9 5.5 14 12 85'3 - 14 12 0.5 7 4 8 5.5 4 3 BLADE®ON SHEET 19 14 12 10 9 5 - - 14 12 10 -9 4 ,- -_14 12 ,0' 9 8 - 14 12 9.5 - - -- 14 12 9.5 73 4.5 - - - 6 75 - - 5' 6 4.5 14 12 10 6.5 4 - - -- 14 12 10 9 7.5-- - 14 12 -10 9 - - 13 95 4 -13 85 6.5 5 - - - - 85 5 4 3 - - - 9•-0. 14 12 10 65 4 - - - 14.12 10 9 7.5 - - 14 12 10 9 - 14 12 10 5 - - 14 12 10 9 55 - - - 8 8'8 8.5 6 3 14 12 9,5 4 - - ~ 14' 12 10 9 45 14 12 10 9 7.5 - - 14 11314,5 - 14 115 7.5 6 - 7.5 6 5 4 14 12 10 6 4w- -- :14,12. 10 .9 7'"- • - 14 '12 t0 9- 8' - Ill - 144-/2 5 - - =�14 12'8 85'- - - - 0 6.5 55 4 - - 14 12 9.5 5 3,5 - 14'12 10 9'55' - - -14y 12 10_ 0 8 -715 85 - - - - 115 8.5 55 - - - '53 4.5 35 - - 14 12 9.5 5 35 - l4 12 10 9 5,5 - -- •14 12 10 9 8 - Q - t4 12 7 "_l_ 14 12 10 7.5 5 - - 8 9 8 73.4.5' - 10'-0" 14 12. 55 3 - - 14 12 t0 6 3 - - 14 12 10 9 6 mu- 14 10.5 3 - - - 14 105 7 35 - - ^ _ 7. 55 4.5 35 - - 14 12 9 45 3 --14 12 10 9 5 - - ^- 14_12 10, 9 8 - 14 111=0• 14. 12 7 - -- -_ 14 12 10 - - -14' 12 10 - - - ^ 14. 12 5 -- - - - 14:12 10 3 8 B 7 35 - 14 12 4 - - 4.-. 14 '12 10 14' 12 10 - Q 5 95- 12 - --12. - - 'S 5 8.5 6 - t4. 12 8.5 - •' 74 12' t0'-, - - - - 14 T2 10 - 134 10 , - - 14 10 7 _ - - ' 7 5.5 4,5 - '- 14 74 12 5.5 14 12- 10 - - - - - 14 12 10 - 14. 12 4 . - - - 14 12 10 - - - - - 8 9 8 6 3 12'-0" 14 12 3 - 14' 12 8 14 12 f .4 14 12 10 - - --175 85 -• - 11.5 8.5' '4 - •• - 5.5•45 4 - - ^ 3.6 _ 14 12 5 14 12•» _ _ •• 14 12 10 - _ /4,.12.10 ® 19 h9{0.5 4.•5 - .- -• rD HV BLADE 0R CD HV BLADE � 13'-D• 14 /2 v-14. 12 „._..'14 12 _ _ _ - - -. A ,13 6 - - 77.5 8.5 '8 55 45 - ttflJ'HV WINDOW BLADE 14 12 14 12 - - - 14 i2 - - 6` 6 4 3 - - WORKING IN UNISON 14 12 14. 12 74 12 - t© - I4 B - -, - _ - 1{ 12 - - - - 8 6 8 7.5 4 - - 14'-0• 14 7 14 12 - - - - - 14 12 - - - - - 10 4 10 7,5 75r5 4 3 i<1t.S - - - 14 "12 - - -_ - 14 12 - 10.5 t - - 10.5 8•- - - - - 8 5 4 - - 14 - - - - 14 - - •• ,4 - s �- - 14 - - -' 14 - 14 _ •^ 14..- - - - - t4 - - - - .8 .8 8 7 7 3.5 - 15'-0• 14 - - - 14 _ - - - 14 - - i0 70 - - - 8 -TS• 5 4 '- - 7; _ ._ .. _ .. .. 1f ` 14 - - •. - 7 7 - - - .,, - 7 5.5 35 - - - - S6'-0' i; _ - - 14 'E4 _ I�- 8. - - 8 - - '8 65. 4 15•-_-- - .... ..._- _ 1; _ :- �, .,,,q5 - - - - -,95 - - _ _ _ _ 6 7 4.5 - - - - - FLORIDA BUILDING CODE(Non High' Velocity Hurricane Zone) ... - .... _ w.. - Y 02017 rniECO,INC. 61"12017 EASTERN METAL SUPPLY, INC. 1 'S.\•N EnsF A BERTHA HVTM - __ - . /= Q " Q Accordion Shutter System y 4 , s. ��E 8 t N C, .. ■ . ■ ay. mai#1 W/'OR W/0 RV.WINDOW 6117E 'Q a7+ _r;x Tit11T TESTING & ENGINEERING COMPANY American Shutter Systems iEV.No OESCWP110N DATE ORAMN BY: 'LC. ' •, (F i; 0355 NM 35101 51„St.,365.055649 comas.770604 33165 Association, Inc. 1 OLO 15-085 107/27/17 DA7E:: 07/37117 rL.? r<• t 4268 Westroads Drive z.. 4 S ( A Phone:(3D5)877-15.90 Fax:(305)871-1517 DRAWING No 'c'•,dR......„,„*/ • .moa: 6u�000.aom Wast Palm Beach, FL 33407 3 7-� 7 _s1Jlf V 719 - f V �-�6 4. ----ZONAL 1 hi' ,7WALTER A Plot J1.P,E. - FLORIDA LSO 144167 5 SHEET P.E. Sati.SI iNAWIREJDATE 5 12'OF 20. MAXIMUM ANCHOR* SPACING ari:1 SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN.. ' *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES i 1,}T-,e•,1 1 III 9DS.'NL i ::I u N:, . 51:iii?PT:,'1 h LI .,I.1JI 1 119 L' 'II RNYRI .4I 1;1 a 1171 : •./I, I1 ti7• :16, ' (SEE MOUNDNGS•E.G.N H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CLD165E.TE/COKRIDE BLOCK POURED=NORM (A) TO ERLSNNG POURED CONCRETE (Min.rc-3 kni) 11A1m01M ©WALL SILL-MOUNTING GO CEILING MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON•WITH ADVANCED.THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUILDER.(Min.I'c='3 Ici) SAN A CHORS_SPACING I CGENO - I/4rA a 3/4'ALL POINTS SOUD-SIT-ANCHORS.AS,DISTRIBUTED BY ALL POINTS SCREW,BOLT-.h SPECIALTY COMPANY. (MI,1'e m;3.Isi) E). _.,O S-Cli titTA IE:PRESSURE RATING Coe 5D.-Of=ATATNE NE3SLRE RAINS.._ SD.COIGN AEGdr+E PRESSURE 114100.(pa TAPCON•OR • 1/4'P.BLUE TAP CONCRETE.'ANCHORS W/CAP AS'MANUFACTURED BY FLORIDA.FASTENERS DIRECT,INC.'(Min.•rc a 2-ksi) TRIGON WITH AOVANCED - 14.0'TAPPER+ ANCHORS AS.IAANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS-SCREW.'BOLT k SPECIALTY 30' A0 60•�.+ 120 160 205.30 INN CO 120 1GO 205®+ +1 75 1ii 160 2115 COMPANY OR ANY OTHER APPROVED LICENSE°OR AUTHORIZED VENDOR REGISTERED'WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. • 14 12 10 -8 6..5.5 14 6 G. ,6 9 6 6 THRFADFORM TECHNOLOGY (M,n.Fc o 3 ATI) 3'-0• 14 12 10 B '6" 6 Is B _ 6 6 9 "6 6 ALL POINTS'SOUD-SET OR LESS -B 6 e BLUE TAP WI CAP NOTES: INTO .5 i iB llUI 11E1 TAPPER+ A1)AMINIMUM NCHORS EMBEDMENT AND FOR BLUECONCRETE TAP W/CAP ANCHORSRISTAPG/2 NIM ADVANCED THREADFOIaM TECHNOLOGY ANCHORS AND TAPPER+ 4._0-6311 '-0•mi A.2)MINIMUM EMBEDMENT OF 1/4'0.A 3/4'ALL POINTS.SOLID-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE. NO EMBEDMENT • y INTO STUCCO SHALL BE PERMITTED: 1/470-20.SS...MACHINE SCREW-USED SHALL BE 1 1/2'LONG MINIMUM•SHOULD STUCCO 9.®®®®� tG'feg�rBr��t {G1��ee B �t®i •SEE U A7pN5 0f USE TOR pIXLST,.AND 1'MINIMUM FOR'WALLS WITH NO STUCCO: 9 11110111131n1/1 �IO 1131 L!I® OIIIN MI [9ADE A-ON 51FhT 19 5'-0'® , 0 ttt1E I 1 I NE7�t ©®OO�, ��©®Q I3)IN CASE. THAT PRECAST STONE,PRECAST,CONCRETE-PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ® TO R 4S. ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 ®. ��B®�f0'�u�®®�� � . 4.5.� NOTES'A.1)&A2)ABOVE.:FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR,WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR 6,_D•i 01I I F,{'1 �tT�,]E� Eos © t�'70® INSTALLATION INTO,EIFS WITH.METAL STUDS SEE SHEET 20. ��m0�® ®®W°'�"`�� �m� (e) TO URISTNG CONCRETE BLOCK:.(ASTM C-BO) ® ®� ®����®® 11411111 - 1/4'0 a.3C4N ALL TAINTS OLI ABET.ANO RS,AS S TECHNOLOGY ANCHORS. S W,BOLTUSEC I.T.W.BUILDER. 1/4'0 a.3/4' POINTS SOLID-SET PNCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7•_°• _ - 1/4b BLUE TAP CONCRETE ANCHORS W/CAP-AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ®®�®®o�� ®� ��� ® - 1/4.76COMP TAPORRA ANCHORS HORS AS MANUFACTURED BY POWERS FASTENERS,'VEND iN EG AND.TE D WITH T H A ALL N NULL SCREW.BOLT ASSOCIATIOTYN ill COMPATiY OR ANY ODiER APPROVED.UCF]15E0 OR'AUMORIZEO VENDOR_REOISTERm WIiH THE AMERICAN SHU,ItN SYSTEMS ASSOCNTION.INC • 8' O•®®c&�5NM $$HHH. MHB®� ®®ii® NOTES:, &1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF-TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON ®®tl®®lcs®®N tiviss ®mijBU MTH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 9'-°' 12 m, 0 O®®® ®j �© Q 8.2) MINIMUM EMBEDMENT OF 1/4'0 a 3/4'All POINTS S0L10-SET ANCHORS'SHALL BE ENTIRELY EMBEDDED-IMO THE CONCRETE BLOCK NO 0115 MIIIQN 00®HQ �11'iNiiiiii EMBEDMENT INTO STUCCO..SHALLWA BE PERMITTED. 1/4. P-20 SS. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULDSTUCCO �liMEIEl®"]Bn® EXIST.AND I MINIMUM FOR WALLS WITH NO STUCCO• t075Q® It'�Qt� B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER:BE FOUND ON THEEXISTING WALL OR FLOOR„• 10-0' p y..NEU ' 1[] 1111 OO ANCHORS:SHALL.BE.'LORD ENOUGH 70 REACH'THE MAN STRUCTURE BEHIND SAID WAIL FINISHES.ANCHORAGE-SHALL.BE AS INDICATED'014+ ���®� 112 ��'��5 NOTES FO ABOVE,FOR METAL S OND tS E:,SIDING.OR BES;YftTH OR WIIHOUI'"METAL SPUDS CONSULT THIS ENGINEER ® FOR INSTALLATION INTO EIFS•WITH METAL STUDS SEESHEET20. 1 T'-0• (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. LDS .+ 1 ®� c 5®1111®® (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. �7 EDGE DISTANCE VERSUS SPACING,SCHEDULE FOR ANCHORS: • 12-0'11.3 , ® �® ®���1111� MAXIMUM ANCHOR SPACINGS INC' VALID FOR EDGE DISTANCfS'INDICATED•'BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE'ANCHOR SPACING, L3,5 + - BY'MOLDPLTING SPACING,SHOWN ON:SCHEDULE BY THE FOLLOWING FACTORS. tyy�� REDUCED.SPACING DBTANED USTNG FACTOR SHALL 401'BE LESS THAM Ml INIU SPACING-INDICATED FOR EACH,ANCHOR TYPE. ®.acEi��®a9�B�R�-"���®��12'��is�8�� FACTOR .. • '13-°' ©©� .�0 �I q `� 00 ©OHO® -.ACTUAL TAPCON VON ADVANCED - TAPPER + EDGE •TAPCON ALL POINT STUD SET 'BLUE TAP W/CAP ®NW�� E�® �®E�BBB���BNNBB Q aV. B - 0.. tR DICEANCE IHREA IN. TECNNOLOGI' MIµ, SPACING OO ®�trTa1M000otmu�t�ta Ola Ep, MIN.SPACING m 3' MIN.SPACING m r MIN.SPACING=3 1/2' Ln S.SPACMG 3' 3 3/4' 4' cgx 14.-0- 111411111111111111111111111111111111111111 4'-0• ®�®®�®����®� ®��® ��® GLAD_ o A POURED CONCRETE BLOGK� poLRED It E ii,,a.comm. P IARNCR 0.7 BIOCNCONCRETE A POURED CTC1.E.D.&OC10ETE& E2B MN ED.•Y MRN ED.•3 1LOC MRI TE BL 10s BLADE WORKING 3'- 1,0 __a.90 1.0 • o.7B _� ,.a O.B4 1.0. 15'-D'Ha aa�8 a s MIMES EIS 6,5�® 8 1N UNISON.♦ 2 ,/r- - o.el . -•_ - - -- 0.67 • 1.0 ' Ia��11 1O9 ®ageB9 1' � �� x'. • .0.71 0.51 ib: ,�3/4' - 0.91 • - - - '0.,3 ,TS oOOO 5 .00 , 1/2• 0:35 - - - -.---- 0.35 - 16'-9' B UUUO._..'_.entuomesiamaUIIatO� 6 .s.ttannaU ... .. • -- - 9S .- _ - - 95 7 'S - - - - - ,-,,,7 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' LIIII `"R Pl..)./7,, 02017 TILTECO.INC. 02017 EASTERN.METAL SUPPLY, INC. • of 4A • 4�r'_ BERTHA HVTM �tCENs+ v� Accordion Shutter System •0.i:mw / IILIE C. INC.O �. AI���•A■ H.V.BUTE#1'W/ORwholy. NINDOWmitt American Shutter Systems qty.pi. DESCRIP1gN SATE DRAWN BY: t.C. 'e e-„ •••.) 55 MAY TESTING . ENGINEERING COMPANY' •/ATE OF " ; 6355 Nw.J6u.Se.,St.3US.VWOMA WOWS,mom.,33166 Association, Inc. I OLD 15-085' ZEUEE DAM 07/27/17 - .. �,,c Prone:(305)877-153D.For:'(505)871-1531 We troac1each, Drive ®_a DRAWING No t�s7n'�ORIUP, ililk(, TTI+ 6 m�Ee110006�»9R.rnm. West Palm Beach, FL 33407 17--107`7 - /Q •••'••'`��1 1111 WALTER A.TILUT Jr.P E. /-1 O/ . /INN RORIDA U./44167 - 5 SHEET O P.E.5 ATbRE DATE a 13 OF zD • , MpXIMUMLANCLIOR' SPACING (inS) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A,S.0 DESIGN NEGATIVE PRFSSUJ E RATING AND A CORRESPDONDI G MD.UNIINGKEET TYPE'FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOPOUF CONCRETE POURED CONORETE/1CONCRETE BLOC( ANCHORS SPACING LEGEND i WALK OVER a S►TRENCH ®RAINGUARD MOUNTING 07/ALL/FLOOR MOUNTING QWALLMALK OVER MOUNTING idAlQuOtA_ _ MO H,o F _....._ .._...___.. TAPCON OR SPAN A5.0:DR1p1 666135E 69625808'*71110(j4ff.5.M OE5)i9 6TO432 PREau7EiATWO_(0 851.D(5GN mot FIKSSUAE BAIINO(06.&SO.6611171 BECAME 66255183E 84101(p] TAPOON.WITH ADVANCED 30 40 60 75 0 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90.120 160 205 30 400 BO 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12. 10 9 6 6 12 12 12 12 12 11.5 85 6.0 7 7 7 7 7 7 7 3,5 5 5 5. 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0' 14 tz 10 9 6 6 12 12 12 /2 12 12 9.5 7 7 7 7 7 7 7 T 7 5 5 5 5 5 5 5 5 OR LESS 14 12 10 9 5 6 12 12 12 12 10.5 8 6 4.5 7 7 '7 7 7 7 7 6,0 5 5 5 5 5 5 5 5 BLUE TAP 14 12 ID 9 _ 6 6 12 12 12'12 12 10 75 6 7 7. 7 T 7 7 7 7 5 5 5 6 5 5 5 5 TAPPER+ 14 12 10 9 6 '6 12'/2'12 12 115 8.5 6.5� 5 7 7 7 7 7 7 5,5 4 5 5 5 5 5 '5 5 4 4,-0, 14 12 10 9 '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 14 12 10 9 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 15 5 5.5 8 5 5 5 5 5-' 14 12 10 9 6- 6 12 1212 12 10 75 5.5_4 7 7 7 7 7 7 7 5.6 5 5 5 5 6 5 5 5 14 12. 10 '9 6 5 12 12.12 11 -9 7. 5 4' 7 7� 7 7 7 5.5 4 3 5 5 5 5 5 5 -4 .3 14' 12 10 9 '6 6 12 12,12 12 10 7.5 5.5 4 7' 7 7 7 7' 7 7 7 5 'S 5 .5 5 5 5' 5 5.-w" 14 12 10'9-u a 6 12 12 55 7.5 8 4,5 3.5 -' 7 7 7 7 7 7 5 3.5 55 5 5-5 5 5 4 14 12 '10 9 . 6' 8 12 12 12 9.5 8-8.-4.5 - 7 7 7 7 7 7 5.5 4. 5:5 5. 5 5 5 5 4 * SEE ANCHOR 14 12 10 '9 6, 8 12 12 11.5 9 7.5 5.5 4 3 7 7 4 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 SPECIFICATIONS 6,_D. 14 12 10 9 6 6 12 12 12 10 8 6 4.5 3,5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 9 6 6 12 12 8 6 5 4 3 7 7 7 7 7 53 4 - 5'5 5 5 5,5 4 3 9 14 12 10 -T 6 8 12 12 115 8 85 5 3.75 - 7 7 7 7 7 8 4.5 - 5 5 5 5 5 5 4,5 - 14 112 10 9 6 0-12 12 10 8 6.5 5 3.5 - 7 7 7 6.5-5.5 4 - I- 5 5 5 5 5 -4 3 - 7,-O• 14 12 tO 9 6.6 12 12 12 8,5 7 5 4 3 7 7---7 7 7 7 7 6' 5 5 5 5 5»5" 5 5 1 4 12 10 9 6 6 12 10 65 5 4.5 3 - 7 77 7 6.5 5 3 5 5 5 5 5 7.67-31-3- 14'12. 70 `9 6 6. 12 12. 8.5"v 5.5 a -_ . 7 7, 7 "7"'7 5 - 5 '5 '5' 5 5 .5 4 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 6 12 12' 8.5 7 5.5-4 43 - 7 7 ..7 55.4.5'3 - . 5.5 "5 5 45:35 - - PSE A.S:D DESIGN PRESSURE 8'-O, 14 12. 10 9 6 - 12 1210.5 7.5 6 4.5 3,5 - 7 -7 7 7 7: 7 '7 4 s 5 5 5 9' s 5 5 RATING & FOR SPANS PER 14 12' 10 9 6. - 12 9 6 45 a 3 - '7 7 7 7 5.5 4 - »5 5 5 5' 5 .4 3 - SCHEDULE #/3, SHEET 11 14 12 *0 9 8 -_12 11 7.5 8 5 >,75 - ^~ 7 7 7 75 6 4.3 - - 5 5 5 5 5. 4.5 - -- 14 12 10 '9 - - 12'11.5 7.5 6 5 35 - - 7. 7 05 5 4 - - - 5 4 5 5 5 4 3 - - t4'12 10 9 - 12 12 93 65 5.5 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 9,-0. 14 12 10 6 - 10.5 8 4 3.5 - 7 7 '7 6 5 3.5 - - 5 5 5 S 5 4 3 - 14 t2 15 9 - - 12 10 5,5 5 4.5 - _- 7 7 7 65 5.5 - - 5 '5 5 5 5 4 - 1412 10 9 - - 12 105 7 5.5 4.5 3.5 - - 7 ,7 5.5 43-3.5 - - - 5 -5 9 4.5 3.5 - - 14'12 10 9 1 -_�-_ 121118.5 6 5 3.5 - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 l0'-0" 14 12 10 9, - - 9.5,7 4.5 35 3 ^ - -- 7'•.7-4-1. 7.455':4.5 - 5 5 .5 5' 4.5'3.5 - 14 12 10 0" - -" 12'., 9 .5 S 4 - 7 7 4 7 _6 5 - - - 5- 5 5 4.5 5 - - - . 14 12 10 0 - - 12 95 6 -5 ..4 3 '- - 7' 7 .5 4-3 - - - 5' 5 5 4'3.5 - - - t 1,-0,14 12 10 9. - - 12 10 7 5.5 4.5 3.5 - - 7 7" 7 7 7 7 35 - 5 5 5 5 5 5 -5 4 CO (j�, j( 14 12 16 9-' _ 8.5 6.5 4 3.5 J ,.- - - 77 6 5 4 _- - 5^S S ,54 3 - �' / H it BLADE ONLY T4.72 10 e ^ - 11 8 55 4 - - 7 7 7 53 45 - - - 5 5'5 5 45 - - - / la 12 10 9' - - - 11.58.5 X5.5 a5 3.5 - -� 7_ 7 4,5 3.5 - - 5.5 4,5 3.5 3 - - - ,,,,14 12 10 9 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 _ 5 5 5 5 5 5 4-5 3-5 14 12 10 9 8 6 4 3 7 7 5 iJ�S .-6.5 4 . ___ 5 5' 5 4.5 4 3 14 12 10 9. - - - 10 7.5 5 .4 - - - 7 7 6 '.5 - ^ - 5 5 5 6 4 - -• - 14 12 10 9 - - 60.8 8 5 4 35 - 7 6.5 4.5 3.5 - - - 5 5 43 3.5. 3,- - - - 14 12 20 9 - - - 11.5 8.5 6 4.5 35 3 - 7 7 7_ 7 :7 7 4.5 - -• 5 5:. 5 5 5 5 4.5 3.5 13.-0` 14 13.1 10 8' - - 7 S.5 3.5 3 - -- 7 7: 5 4- 3.' - 5 5 5 4 3 -. 14. -12 10 9 14 '12 10 9 - - - -1 la.7.5 5 4 3 l-^- 7' 8 4 3. - ^ - 5 5 4 3 - - - - 14 12 10 9 - II-- - - 105 8 5.5 4 35 - - 7 7 7 7 7 4 - - 5 1 5- 5 5 5 S 4 3 14'-O'�12I;a 9 ._...L�_,- - 8.5 5 13 - - - - 7 7 5 3.5 - - - 5 5 5 4 - - - - HiI2 16 9 - - - 8.5 85 S- - -_ 7 7 5 4 -,- - 5 5 5 4 - - - _ 12 10 9 7 43 3.5 37 5.5 3.5_ 5 5 35 3 15-0"14 12 10 - 10 7.5 5 4 .3 - - - '7 7 7 7 '7 3S - 5 '5 5 5 5 6 4 3 14 12 10 - - - -- 6 4.5 3 7 7 45 .3' - 5 5 45 3.5 - - 14 - 1412 15. - 8.0X6.5 S 3.5 - - 7 5.5 3.5- - - -- - 5 5 3:5 - - - - I8,-O"14 12 100 - _ _ - - 3.5 '7 4,5 3,5 3 -" 7 7 7 7' 6 3 ^ i4- '5 5- 5 5 5 4.5 2.5 _ -� 14' 12 10 - - - _' - 75 5.5 .75 - - - - 7 P/laIH1 8' - '- - 1- 5 5 45_-5 - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 4SIy44 vtVH a.,,"�4, *52017 TILTECO,INC- OO 2617 EASTERN METAL SUPPLY. INC. .. u ENsS ... . % /=F ! C�+ BERTHA HVTM Sir, _ _ i IlLiECO:ING. AIISrS..AII/ H.VADE#IW/ORw/ON Shutter System , 4 J f` I;' TILUT TESTING &ENGINEERING COMPANY American Shutter Systems aLtl 184 06'SCR+601011 - 0016 586559 Em: LG - �'; Q c Association, Inc. I OLD 15-005 07/27/27 DATE 07/27/17 . 64 0355 NAV.sett,at.Ila.395.MON.OAROLNS,FLORDA 33166 \-----. ��nn Rana:(305)871-1530.r9a (305)871-1531 4268 Westraods-Drive 2 DRAWING Na . ,,p ....,�",,,,• ..111414`l6 o-mal 111tl00 19.eam West Palm Beach, FL 33407 3 .. �'It- IINAL E 17-11}7 111 WALTER A 00573 Jr.P.E. FLORIDA LI #44167 5 SHEET P.E. SbkIllStGNAYURE/DATE 6 14 OF 20 MAXIMUM 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 5HEE1S 16 & 17). � U BAT F--�.T E SOUTHERN.PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOIRIERN PINE. 5, SPRUCE- PINE - SPRUCE PINE 1/2" MIN. COX 2 W/ MIN.Gm0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN°c 0.50 W/ W/ MIN. 0=0.43 W/ MIN. 6=0.36 MAXIMUM ' ' SPAN(el WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W & X W & X W & X P & Q S &V S &V S& V 154.ceo 89224 F E SUE FIC(e)!S0.(130162',4 603060 FAX(p)+S6 OI 8505 TRIOTI 246C(4 1211 R.A711501051!43910 RIC(111)ASD R9D11(WM mui.me(PJ)WI 4811116909 MO RISC(121 119.433101.6E molt ENG 4)1211 MK=RISESL1m l(f)LSD Ow 97012510 sus(l as Ceiel IETRE BMA FAX(pe) 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 30 40 60 75 90 105 3._O•OR 1235 12 .10 10 9 88 6 6 6 6 6 6 '12. 10 10 9 8 5 6 6 '6 6 6 6 12 10 10 9 8 8 6 6 6 5 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'_O• 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9, 8 8 6 6 8 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 1212 12 12 y_p• 12 10 10 9 8 6 6 6 6 6 6 '5.5 12 10 10 9 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 12 12 12 12 12 12 12 12 12 12 12 12 12 12-12 12 10.5 6'-0' 12 10 10 9 6 6.5 6 6 6 6 5.5 4.5 12 10 10 9 6 5 6 6 6 5.5 5 4,5 12 10 10 9 6 3,5 6 6 6 6 5 4,5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 12 10 8.5 7•_6• 12 10 109 6.574- 6 6 6 ".5 4.5 4 12 10 10 9 5 3 '6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 '0.512.12 12 70._5 8.5 7.5 8'-0• 12 10 10.7.54.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 12..12 12 12 12 121112 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9.-0• 12 10 10 5 35 - 6 6 5.54.5.3.5 3 12 10 9 4 - - 6 '6 4.5 4 3 3 12 10 4 3 - - 6 fi 4.5 4 3 3 6 :5 3.5- - 12 12 12.12 12 10212 12 12 11.55.5 8.5 12 12 10 8 8.5 5.5' 10•_0• 12 10 7.54 - - 6 6 5 4 3' - 12 10 6 3 - - 6' 6 43.5 .3. .-.1210 3 - - 6 6 '43.5 3 - 6 5 - - - 12.12 12 1211.59.51212 1210.58.57.5.,12. 12 9 7 6 5 11'-0• 12:,10`5:5 - - 6 6 4.5- - 12 10',4.5 - 5(5.5` 1:5- - - 12 X10 - - 6 5.5 4 - - - 6 5 - - - - 12 12. 12 12 10 85 12'12 12 9.5 8 7 12 12 8 5.5 5.5 4.5 12'-0 12.10` 4.5:- - 6 6 4 - - - 12 10 3.5- - - 5' 5 3.5- - 12 10- - - - - 6. 5 3.5- 6 5 - - - - 12 12. 12 11.5 9.5 8 12 12 II 8.5 7 6 12 1.5 7.5 6 5 4 13'-0 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4:5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5' - - - - 12 12 12 10.58.5 7.5 12 12 10 6 6.5 5.5 12 10.5 7 5.5 4.5 4 14'-0• 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 55 4.5 - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 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 - - - 2- - 12 12 1 1 9 75'5 12 12 8.5 7 6 4 12 :9 6 4 16'--0 12. -_ - - - _- 6 -. - - - - 12 - - - -_-,5 - -_ -- - 11.5- - - - - 5 - - - - _-_ 6 - - -_- - 12 12.10.58.5 6.5 4 12_128_8.5 5 3 11.58.5 5.5 4.5 3.5 - CO HV BLADE OR 0 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON' •SEE UIEJATIDNS cr UE SFOR 602255 I cN SHEET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL.FLOOR OR SOUO W000 SOFFIT SHALL 0E AS F'OULFAS: 1 SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PWE Na.2 W/6.0.55(NOS) - 1/4.6 TAPCON ANCHORS.AS MANUFACTURED 8Y I.T.W.BUILOEX W/MINIMUM EMOEOMEAIT A5 INDICATED AT -DOUGLAS AR W/0.0.50(11.05.) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/0-0,43(NOS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE PR SOUTH W/0=036(11.05.) -MIN.-1/7•'COX PLYWOO=(2086 APA) 2.ANCHORS 10 HOLLOW C10UNG SHALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST:OF LAO SCREWS AS;PER 605 2015 SPECIFICATIONS. .4.ANCHORS SHALL 8E INSTALLED FOLLOWING ALL OF THE RECOMMEROARONS AND SPECIFICATIONS OF 1HE ANCHOR'S.MANUFACTURER - - ,;4,,,022""°# FLORIDA BUILDING CODE(Non High Velocity Hurricane- Zone) 111x,.c`Ln X 4fee7�0 62017 RLTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. • ^111 P•''�,1u SNS;.,��;_ BERTHA HVTH : A Accordion Shutter System * ILECd S•S A LV. RADE#1 w/OR Wit H.V.WINDOW aADE C * ; TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems REV.No, DESCRIPTION DATE. ORAY,N 8Y. LC e Association, Inc. 1 OLD 15-085 07/27/17 DATE 07/27/17 1 6)95 N.W.361h S1,Sb.]071 7or"4 443050 S,F"1 D;33265 OX' .�( 19 P an<:(305)871-1530.ra< (325)871-1031 4268 Westroods Drive 2 t^ •,�HI9(P,: k, ETV <-a m: 8008oaoEaam West Palm Beach, FL 33407 3 DRAWING�/ No -`'ss�©NAL'`��\111111 WM.TER i. WTI.,.P.E 4 / �O/ 7 FLOROA Lic.144.167 s SHEET. P.E. SE.AVSte A'IURE/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & g HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE(jj ONLY SHALL WALL FINISH BE LIMITED TO 105.0 pat_ A.S.A. DESIGN. PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & j -.TJ4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION: WITH BLADE ( .& WORKING. IN UNISON f - TAPCON WITH ADVANCED s �-^-�� 1 THREADFORM TECHNOLOGY i;''-. '-/1---.%' 1/4"7 TAPCON OR /'' ! W/1 I/2"Min.PENETRATION �}{/ ,�i, 1--TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -E---•-.-.-. ,1 OF THREADED AREA TO i / -�.,,,\ / W/ 1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING ( mL A1C P ' \ III. t t EXISTING WOOD HEADER. - 11 t WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO CUSS(SFE i + a OR q I nn (SEE SCHEDULE ON SHEET 15) 1 . .I /1\ %. i 1/4'0-20x3/4'5.5.MACHINE F—SCHEOl0.E CN WELT _ I r 7l.'... .7‘...,:‘1,I , 1 I1 'V j/� 1) I SCREWS W/1/4'-20 NUTS 11 FOR BLADE Q}MD ' 1 x.i t..I -(�' UR j® i1.t ' i I l9 12"o.C. ( ON S4ET 19 PR ; } {!i �" /; 1.Min. EXISTING I S YES O Cc 6 ' , 111 r ' 1 GLASS-4 , `. /; I ( 1 I ... f '' \ ' r I -. E , I' I', I , I , , I WALL—) 1 �l i N z 1 i I I -1, ' '.-1 (DOR aR ^1 H FINISH( uu /j I/ Rh 1 VI ffJ IIII NH 1 .. (�'�`'I�� / I I / 'TN' I I 1..... Nli-OPTION/U_ y j�( • 1. EXISTING MIN. I x ,,:.�.�" !}) „�'Y1-- {T t'0R{7 q,1 L._. --- EXIS7tNC MW. 'FINISH . '$j` '•I /'" \.... '{ c.7 v { i 2'E4"WOOD i OR 1 •-'-� , 1I l {I' }�'p TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED •� ® 2'x4`WOOD } �� �tl 1 r i THREADFORM TECHNOLOGY W7 7/2' 9 0 HEADER REQUIRED i( �' tt EXISTING 1 MR SEPARATION I I 1 r t - I i i II 1� i1 i Min.PENETRATION OF THREADED/AREA TO GLASS--1 TO BASS(SEE 999 ;.I I I f \I, MIN.SEPARATION TO GLASS _ i ;. • ') EXISTINGSESHOOD HEADER, 1x FOR BLADE EXISTING (SEE SCHEDULE--ON SHEET 11) ' 1- I , 5{ ,'\i C{t I 11 (SEE SCHEDULE ON SHEET 15) d ON SHEET'49 FOR GLASS---; 1 +- 1 {;11 1 " 2•x4"CONT. SILL �_ RAM COW ID I 1 I `i PLATE REDO. 0t01 WALL HEADER INSTALLATION 0 NV WALL $ILL INSTALLATION 0 HV WALL HEADS INSTALLATION _ ___ L ;IIF 1I , # MIN.SEPARATION TO GLASS I,( I• 4-- MIN.SEPARATION TO GEASS i fel COSTING t - it (✓ -(SEE SCHEDULE ON SHEET 11) V CLASS-......- I I EXISHNG (SEE SCHEDULE ON SHEET t i) I A EXITING 1,i . + MN.SEPARATION TO GLASS 1 1 GLASS= .I I_t I l' 2'.44.CONTi(SEE SCHEDULE ON SHEET TI) I I' -1 i g 1 S WO00 PLATE I I V tt----tt ((^^tt ._ 1/4 O-20x3/4"SS •REO'D. , I. o _ .-'.�- i s i MACHINE SCRFl75 - ' 1 = I J ,.7/4"p-20x3/4•S.S. 9 D. . . - IIA4-20 SCREWS W/ 1 fi ( ®SI12.OC"-2Q NUTS iiIf ,0 I I i ';v; `'•�?.• W •Nl �' -�.. / {i 7/4"-20 NUTS 0 12' L I I -i ...+' nNISN I' .I 4 I '--_� ." (I ry O.C. I! r,I �'-' •.�-.~__f O S� iii } I Ji f i }OR 1�S iI . 1 ok i8 '© 1` '/1SII r 4 ��` 3�oRj Q i:ti' 1 oa15 �' 2"7.4*cant, 1 i { .{ I -''r 1 7SOOT PLATE r' 1 • 1 1tY111 .-EQ CO--I 41 -,..;,---• ` .xA:. • ,; P- s ( {; I i"Mtn. z 1 4 \ kREVD. t '. 1 1 . .---.1"Nin. i /+ 'x,..11 ix i51 { 1 l �,., t+{ �p 1 1 +' I 1/4b TAPCON OR TAPCON WITH ADVANCED 1 < } ('�11R ;,r t {. . I`'' {, i t '� lit 1,r` _ THREADFORM TECHNOLOGY W/ 1 1/2" ll ;t; + } LV 11 {� l I `i,2"x4 CONT. 11 Min. PENETRATION OF THREADED AREA TO 1 ` 4 1 , • - I 1 _ 1 SILL PLATE 11 1/4'0 TAPCON OR TAPCON WITH ADVANCED :I l Ij EXISTING WOOD HEADER. 1 r 1 F1\ i r,,+ 11I }f4'4'TMCON OR HMO '; %REO'D. , t F' 4t Ft t Iv THREADFORM TECHNOLOGY 1Y/1/2' I tR ., i ( , (SEE SCHEDULE ON SHEET 15) iVI�(t ll 1 TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL ` p` WALL FIHLSH Min.PENETRATION OF THREADED AREA INTO PLYWOOD }\. '; 1 S'I t,: '4 1---.L-1--al y '1 yS (SEE SCHEDULE ON'SHEET 15) 1•-1/2"MN_COXA. 11/TH1/2PORM TECHNOLOGY SHUTTER ASSEMBLY, "SING MLY.2"x4' STUDS W 16"O.C.IAAX.�y PLYWOOD REVD. THREADED AREA PITO PlW/000 2 COMBINED IN ANY WAY TO r 1/2'9tH.CDX PLYWOOD REO'D.. REDO.PLYW000 TO BE WALL FINISH -(SEE SCHEDULE ON SHEET tS) COM ANY LIN ALLATON. C/NV WALL SILL INSTALLATION EXISTING MIN.2 x4"STUDS HD 16*,0.C.MAX.RED'D., ATTACHED 70 STuD5.LN.. ... PLYWOOD TO BE ATTACHED TO STUDS iN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.R.G SECTION 2308 OF THE )1 HV WALL SILL INSTALLATION •SEE UM ATIONS OF USE OF -- ------ ---- --DHV--WALLa SILL-INSTALLATION- F'D . --_- BLADE to ON SHEET 1e FLORIDA BUILDING CODE( on High Velocity Hurricane Zone) i1,F ilt,:\`VR A. r- /�� 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. _ .. \,CzEirs'•. ✓ AERTHA HVTM al, F — - ` Accordion Shutter System #• 'y . #—"r --i-,• ��L.�E C O eNc. ■ ■, ■ H.V. E i w/az w/o N.V. (waw BLADE �. .�y? q /;,yam/f� ' ittl.lT TESTING & ENGINEERING COMPANY American .Shutter Systems ,Ev,No DESCono DATE DRAWN W; L.C; v 04: • •.: Tb' • Association, Inc. 1 - oL0 15-085 07/27/17 DATE: 07/27/17 1C &l%....mu,.SL.%a 305.wn087A GARDENS.r1.0%M 33166 4 •••,C - "tee\ti Phan-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No �(J w x-mal UltecoOooLcom West Palm Beach, FL 33407 3 17-107 -........(N, ,.uV ' J�• "t 4'\Y 11 WALTER A MUT dr:P.E. 4 RE ."....70#9,41 ES LW",S f 'G�)(RE/DATE FLORIDA un.a 44167 5 - SHEET 6 16 OF 20 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR CD HV & HV♦ BLADES '(AS APPLICABLE) MAX. SHUTTER SPAN 1+ OR L- .FOR INSTALLATIONS INTO WOOD WITH HV BI=ADE C)ONLY WALL FTN SH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX /j� SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 0& ( .WORKING IN UNISON •( T/4"A TAPCON OR -EQ 00 2"MIN. .l /I I, TAPCON WITH ADVANCED 4`x8 {Min.}EXISTING /,•-,---4,r j i - v WOOD BEAM REQUIRED. i ,'r i --- �,�, — I EDGE(a APPLICABLE) 2,8"--:-. j THRFADFORM TECHNOLOGY STRUCTURAL MEOUACY / !r t - - _ 1 -�,../ \I(. W/1 1/2'Min.PENETRATION OF COSTING WOOD BEAM !`J e f , 1 OF THREADED AREA TO i/4 P20x US`S.S. ! y ' /i ^.. , EXISTING WOOD HEADER. 1" MPACLLINEPS SCREWS HEAD RO BE RED ENGI EY % �.^t1 f 1 .. pl., MACHINE SCREWS REGISTERED ENGINEER OR^ +j ` 1� ,m-....�..- _ -.-. —„�----�-,u.-�/"'-EXISTING WOOD i r 1\ :-.:+ .`;(SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO •- EQ—.[-•—EQ `, T ”— .:.:�111� ._ 7 TRUSSES OR t E• EQ 0 12`O.C. SHUTTER,INSTALLATION. +r /f 1/2" i/2"�- RAFTER @ 24" T /A EA / 1\1 ice\ ; � i I ... /�i ' :! — o.c.REQUIRED r` II �{ _ ,. f{', }�- 1/4'3 TAPCON OR / i r `.'_ • r 1 1,,t t „4 moi �� -V AR O TAPCON WITH ADVANCED ! !,�.^ 1' �..I.- EX15DNG SOFFIT ,, / ��_ ±(.. t.�•�IV .25r THREADFORM TECHNOLOGY /f ,," //if "-----1/4'Max..IHK: I' / �' g B \ ili Max. W/ 1 i/2'Min.PENETRATION _.._ —,.-._ r / .12\ n /t`I t I I OF THREADED.AREA TO / E0-1P4-E0-i it t4x3/4 I --EQ _EO (50631 T6 AC ONT.LOY)W/M.TUBE 5 { /^' f 0 6'O.C. (3)S/16 3 LAG CREWS TO I ! OPTIONAL EXISTING WOOD HEADER; 1 (SEE'SCHEDULE ON SHEET 15) i . or 13 or 15 I^I r IG7 EACH RAFTER OR TRUSS. I ; .,as,,;•r.::aor 13 or 15 1 fI L , t r LOCATE tAG SCREWS AT f i i,!,; .'',31''''''''''-- { c''] i� + it�., MIDWIDTH OF EXISTING/WOOD _HEADE G MIN 2"x4" 1U I p0F nN I -�. M 1 1 I EXISTING-4-h, HEADER REQ^0 1 J f ( 11111 T 9 OPEN HOLE AT EACH 1 i c._a n I I MEMNER (ST MIN NOMINAL GLASS II FAN..SEPARA710N TO GLASS {'-1 ! STUD TO ACCEPT I PENETRATION OF THREADED I (SEE SCHEDULE ON SHEET 11)-" EXISTING- t I 5/16"o'LAG SCREW '< VALID ( t. GLASS---1 AT CENTER or TUBE. INSTALLATIONSA AWITH.72P.T MAX.—_ _ \, I MN SEPARATISM CUSSING I.I.S.SEPAW7I;N it m 9'.."0"MAX.SPAN.THIS S.D.DESIGN AND SQ HV WALL HEADER INSTALLATION ;XO X al ry GLASS--; To WED(ss INSTALLATION s ONLY VALro 11 FOR RALC CAM 1 i? $12-ecII.E Cy`-T' T I I a1 51EII Iv FOR 1 OR T j It FIX?MACE VAC F'" FOR WOOD Y!/MIN.SPECIFIC Ra NAV,R FOR GRAVITY OF 0.50 AS DOUGDAS i1-SEA I H/r��k Ai '�„ I DIAcBsOD&O 'I ♦ FIR OR SOUTHERN PINE No.1, 2--SEE TING 54 FOR TYPICAL CAN BE CURER£'p fl48LY I L I fl U!OR ® OR EQUAL. IN AMY WAY TO SUR ANY INSTALLATION.BE Cl/ IM T HV CEILING INSTALLATION (IU)HV CEILING INSTALLATION t 1f f toai$(s% .i-t 4 j_F 1®OR(131* MIN. I 1" MIN.SEPARATION TO GLASS • ,Sa1:71vxE co NW I SEPARATION [ EXISTING. 1t._HJtL(ph^D 1"-I 1'I ASS [ (SEE SCHEDULE-0N SHEET 11) GLASSNI F 1'F� i' [ ) ;I 1 i. TO GLASS jj�I \ I 0 5Qd 4:.1(�7) { I 1 I " .(SEE SCHEDULE RR�177� 1. »._.__.--� \ x \ ON SHEET 11) {I; EXISTING 1 `1 'tii3fl#Ii' 1/1 GLASS^•- `1— C aR' iI t_ tl f j VSAM. 111„ Y' I }LOCATION \ I 3 4'uN • EXIISTIING ° '' ' 1 -I'I" _- __If�'" `FTN sH 7 I i --iii I i jy- 1,r y1-1 3/8 ION. #10x3/4" ( /J Mo.; CD \:.J t.._..— / .._ ASHER HEM K / ••—W TE /...//- „it .I i 1 OR 2">i5 MIN.WOOD /,../....,,,.. # SCREWS 0 T2`o.o i .. "' (. `\ ' 1 -r 2"x6'MIN..WO00 \, .{... DECK REQUIRED i f"" {NO FINISH `'.` ,I,. _ - DECK REQUIRED(NO M lr_ �•,__....-.. �-,-- _ ALLOWED) C3 . •"•". ` 1 FINISH ALLOWED) ,-EDGE . t'1' ' tt ♦ --�Q ) EDGE OF DECK-'—� 2" t" OF ---"ss--EDGE OF DECK Cj I 1 1 IF APPLICABLE _ ."� �j•� -�-"•' IF APPLICABLE I? ' -- ;,/ APPlJCABIE r- �..----"----" .; ti 1/4"C-20x3/4'S.S. CK IF .^... `^ __ -'—" `I ) it 1 III I 1� { TAPCON WITH ADVANCED M'n'N OR �MAACHINE SCRSEYSTSNEAD - �2 {~ �--f "r--•-- i/4 o TAPCON OR CON.WITH ADVANCEDD - ~� , 1 2-x4 CONT. f, I: THREAOFORM TECHNOLOGY Vi/ 1/4"-20 NUTS THREADFORM TECHNOLOGY W 1 1/2"Min. 2'MIN.-^--- ,r SILL PLATE I \ 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORMJ _.. / �' I I- 111 W/ I 1/2'Min.PENETRATION @ 12"O.C. —2"MW: PENETRATION OF THREADED REQ 0 I OF THREADED'AREA TO TECHNOLOGY W/ 1 1/2"Min:PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER,(SFE ` I . Ie I moo.WOOD HEADER. AREA TO EXISTING WOOD HEADER,(SEE SCHEDULE ON SHEET 75) SCHEDULE ON SHEET 15) (SEE SCHEDULE-ON SHEET 15) ♦sEE u)e 'C:¢y}aF OSE FaR _ �Xj}iV WALK—OVER--INSTAL:tATION-------- ... CV)-HV WALL SILL INSTALLATION( B��j�f Ff S�6LxiB ®HV- FLOOR INSTALLATION �� FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone; ,,1/43`",."^^"^^ 4i,i+:. 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ' ��F�Ss BERTHA HV'TM �'"'�, IEC h A A Accordion Shutter System 't` +rt}] 4" / ..I1.L I E;C°INC..\ ■ ■ ■ ■ H.14 BIDE ill W/:OR W/0 FIV. 111NDOW BADE American Shutt8C Systems REV No DESCRIPTION DATE DATE. Br: Lc.. 13.;vVOF!!I (f flairTESTING & ENGINEERING COMPANY - `. //C/' :f 4355 Kw.sew se..Ste.SOS,'AROMA GARDENS,FtDR.DA OM% Association, Inc. .T OLA 15-00,5 p7/27/t7 DATE: 07/27/17 � , .a/01#18N...',4, (J;;(}CP�+]F;' '4. Phone:(205)87 DI:520.o..,..m )871-1531 gest 4Pa 8 W str o sch, FDriveL s DRAWING N/a�y S/�e�L L*"v\ y7,1 e m E$-ono6715 - -_ 17.10/ WALTER A SLUT JA P.E. 4. FLORIDA Lic.a.44167` 5 SHEET P.E SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS 0 HV BLADE OR 0 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS rote Will.WOOD $TUDS • rxis(AnS.Wc-AO-P-O."cPD uUSCs'.-AsR-OA-FL-MTE.)S.•H^-1‘.::iZ.?.4.15r`L0e.:.i:.7:Ii7.4,.1,,t:1':,, SMENESU/M1/‘V0•."ENM, ,il-a::--S-- TNSv1e/A/2.W1.gtt S Pr1ETa;/Ac2ns.rM.,,KTo: REM EXIS1111G CUSS• 1i1 i- 2.i20 LOC WrM 2.4 11- DIMS WOOD. , ,r- cgrmmmemos - EXISID0 GLASS Th irismf!4i /70h,O1TL.S.tsi'ARmMR,1.M 1 / , : , , Iii; CGO j1'OSAL.S A -,-.... ...--..-cram 0-MN.CA% PCAVOCir' Alt selmAcca ... ....„.1E ." 1.0t 000001001TO CUM OM ...:1:'',DO:XDT....,,t7113:&8.%•41T7.,DO -V'r CD' •••&•... ."*.tl'rxi.X.‹T•nr..". .l, %MULE cr+Dar .....__.. 1 TO CUSS(SEE VA;..;cm' M.5-71ctstir .Z.Plolgc.: '''''VZ SCHCIM OS 04E1' ek.,71. 1....,,W`117..‘:%N.71M-41.1, $01,glitE.,a0EITo. OS CW 1/101a.CLOSERRAX. 11 SA RAW eATO , - -9 (6003-113)CORR rw, 1/211 WM CDR 1/(2:driro%., , 11 FOR RADE MHO 101aT 19 FOR - P1.111000., BUM(6 a ev 510119 RJR , CD DIFET 19 RA 13.41*-S(D&S ALM& 1 Wiwi I MALMO b 9 I r. a-0SO te(r9 1 l' rum OpCATE 1/21-II AT MDR SOW 101 -11 ! MORD i u . , , OF C;O I 1 ..1.OR V WI. &;,411 -.,-1 -'-- 1T, .10.1/2.SJI.S. ell i AM 016 0.0 fAlif:si". ,....... -- 0. ) ol .—. ----:- ...5.OV0.U.Mt . o ) (2),„..0",... 0 , W..roxaacerM nk, i OR 63 MMM.x r.- i @., • 01010 CRT 019 .6 oR 4? i SOF CORDWOOD Milhik , , / SEE OCTAL XoR 10 TRAMS SU ORM X MI FSOT CONNECTIOS () ..9.13.6.5.)'®«®,.g. -a- SCE 40totECTIOtt To TRACTS' 9-G*O'C'fr'&41.•-0'" k.eapa-o-CD-t-4•43,- TO TRACXS c>oect-o•o•op. 0E.fp•it.t.4-1-_,,,e. qx-i•e-v•o•ca. (-.), •it-:D.0.0- e•S-0.0-kel•Ct- e•€,,.@•t&*,®•it- 0.1).0-1)-0.6- 0-@.0.•@-..T-it- To.i.4-0•43,01.4.@ CO•@-@•43.1.-1.0, 0.1:1e-Q:4-®•it- C.).(0-0•a.o.co. END CONNECTION DELO-(7) END CONNECTION DETAIL® END CONNECTION DETAIL® END-CONNECTION DETA11,, rgI MONOI•ROOMED Om?FOR SPAS 000101)01 01.101,r-e-I /-cuss • •--1/4,'T T/PCON,otallOaX 1/411/TA.R0011 ATIC110, pa.ve s.u.s. —S MOS REVD w,ve,,,,, W/1 1/11 kelt 010 WC. 00100-0 GLASS ? - 'EM:MATM..'2.00. RENSR1101 A(1 012^D.C. RN SIODOA0000110:) - vr..N. TO E1AM(SIR 501101,Ca SKET 4 4 • SEE LIM117111021$ OF USE FOR 140 0111000011 • 81118118111 IMINE11111151M11118e am .1,POI CLACCONZ . SLADE 8 ON SNMT 10 To Cua TAX So/01U c.sizer i *MIMI' ,...ig% ,Utro'r6" > •i'iliocc===:::::::..il 1 ____ Cri SYTET TS fOR 1 st21 litt a 111101! 011110,_____MM.1 ,/ \..; i1 • ..=.7:-.7..-::::,^ *---- ' ,...„ ,..., ,-, ,..., r 1014 ram 1 __T TOR 4:4 .• FM..._%.„/ 1 0 0 0o4 ---..-"".--"^". -".................,.. /TTP 1 Til s/ // MOM 8.70S-a5f:KM-M.SkIZ - ' • tr&0(1EgiagOoRigoRG VIEW Y \-WM MOH rTe alt. 1000vWALL La-0.®•0.0.41.0- MDR 00010. 010)5.0 •C$"@15.e.P0... ,PLAN ®.@110.44.@.0 (:).11311@!@•09*@ DETAIL )( END CONNECTION DETAIL (i) END CONNECTION DETAIL,@, .- . __ ,,iii•iit•,,,,,.,,,,. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone) V 4-• 512017 TILIECO.INC. ©2017 EASTERN METAL SUPPLY, INC. etV.`.............,.. 42,--.t. 0EIVS1:.\4:i:A., BERTHA HVTM / iiLiEco .,4.. \ S S A Accodion Shutter Syste A• • a a RV. rm RADE#1 W/CR W/0 RV. WINDOW&ADE Inc. OLD 15-085 \37/27/17 DATE: 07/27/17 1 *1' Tian TESTING & ENGINEERINGCOMPANY American Shutter Systems Re,.Na Dammam DATE DRAWN DT: L.C..1 . 1 0 ... .: : 6355 N.W.38th sc,Sat.n5.Maul\GOMM 00(010000(010033166 Association, ft . Rom.(105)871-1530.Fox.(305)871-1531 4268 Westroads 4arive 2 '• —DRAWING No ''''. . -.., .3,./ ....... 0.., m e- og.tatecoOoolcorn EB-0008719 West Polm Beach, FL 33407 3 %-.....°NAL E ..'' wALTER A.110011.IT.D.E. A 1 7--1 07 ---- i 5 P.E. SEAL/SIGNFLOM U. 44187 SHEET ATURE/DATE a 18 OF 20 -- — • --043)43'040 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA _r� �')Hv BLADE ACCORDION SHUTTER WORKING IN QT - do ` 'ESI+0 t� C! t`� UNISON WITH HV WINDOW BLADE - ` �".."�( lf' 0> CP l ' 1.MAX.AS:O.DESIGN PRESSURE RATING:+110.- 110-,ps.F. -.y. 2.MAx.SHUTTER'SPAN:96" -., -- 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7:AS WELL AS • MOUNTINGS M,'0,T,LI&W ON SHEETS 16&17. • z (,T��.s�� ONLY CENTERMATES 2 (BOTH W/.1I OR t<3)ARE ALLOWED WITH 7ii1 '\ (� 9 ,t j,,,,,\1�"G.:J tN A SYM OR OP'+ANG to QUI.IN CASE OF OPPO NG t;J•rt4)�,., '.v C1-",v YOUT. 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 6 t�4+ffJt CEMER & IYP. ate'O. i---..-r ` 0 0 0 0 0 , / 0' 0 0 0 �0 0 5.(A)WV WINDOW BLADE(1A SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS ,.�ll•.Yl. I (3'D HOLES)FOR 4B PER LADE AT SPACINGS SHOWN ON SHEET 4. i MAX.5 WINDOWS al\ �/'�. ./"�- (B)MIN,CLEARANCE.FRO TOP OR BOTTOM EOOE OF SAY WINDOW BLADE GI (( �7(��tt�( ��,�/��•i.,�� ♦ s �7��t�j,; i 8 0 -0 (-'t a 0 OF ANI'3'0 HOLE FOR SV4 SHALL.13E 12', ALLOWED AT HV IP \��. �Ll� �l!/ LIG' 0 �`'L' S.fj WINDOW BLADE( `,%. - - (C)FIRST OR BLADE COMING OUT'FROM STARTERS AT ENDS MAY BE LW ri'\I • • .WINDOW BLADE 1 . (�yj 0 0 0 Tx+ i t } + +0 (0 (0 (0 ( (0)NV WINDOW BLADE 3A MUST BE USED ALTERNATE TO A SOUR NV BLADE® rgc 0 111YYYYiii 'S� 0 0 �WI SL UL SL �.G THROUGHOUT SHUTTER'S WIDTH. r , (jail \ (E) MATES SHALL..ALWAYS BE INSTALLED ADJACENT N A SOLID HV o -- I.-"TI I\\ 0- 0 0 .. 0. $ . I s i.. + I BLADE-1 AT EITHERSHALE.OF THEM. S (F)POLYCMBONATE HJ WINDOW rm^��SHALL BE INSTALLED SO TABS-FACE SEE'END t^ \ 7/ ,rte •• . �f'i a+� THE INTERIOR OF RIE OPENING BEING PR01ECTE6,HY WINDOW MUST BE CONNECTION I® \ '�(LiY�L 0 '/rh LY 0SS $ 0 ONLY INSASLED AND LLSCKED USING A FN SEiTBtG TaOt PRONdED BY ASSA,, DETAILS ON 5HEETS VI,�(i lit!!F INC, 0& to TTP FULL HEIGHT.— f 7 °a S 6.SEE ANCHOR SPACING SCHEDULE FGR.INSTALLATIONS INTO WOOD FRAME. 3 I T \ /Pt; BUIL 2GSON OVN}SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES g TYP P1 7.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ry _11 '% CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS MUTED ST i . SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). -• - - - E:MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM.E-1998; Lii Q) aQa0.0):j.SOLPANFOMUIREMENTS) WIND ZONE MINNUM SEPARATION TO GLASS ----- UNLIMITED WIDTH 1 THRU 3 1' ELEVATIONNots PAWMN TO GLASS EXISTING GLASS -(SEE SCHEDULE al SHEET 11 FCR BLADE(j; 4 8.25' AND ow RSS SHEET-FEW DIODES pi, - _ 5 T T l117 ` •/ , l ALTERNA O i,ii OPPO 1 CENTERMAES w/tgcEXTERIOR-ONLY] p \ \ \ \ T\ 7� I /1�� j / r` / _ / AND W/ OR SEE NOTE T ABOVE) {t� TYP. SYMM RACAL�CENTERMATES�21,2 �., J �,.L-_..:_ ---,• _� % Iwm 4 `, W/(E£AND B /// '- 1 YlfO (SEE NOTE 4 ABOVE) PLAN~ ` ''''' r} .' / il' TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE to•SHUTTER* --- 'f ,5;.44.1 _- — ____._ _�_ ` FLORIDA BUILDING-CODE(Non High Velocity H arrlcane Zone) �W/‹Sr�j4 a TUI/.'' Tti A LJ 02017 RLTECO.INC, - 02017 EASTERN METAi.SUPPLY.INC. ceiJ.% '' BERTHA HVTM -- — !tic. A■ ■ ■ iAccordion Shutter System h ... IILIEC 0 . iv BLADE#T w/OR w/o Ky.NIKON BLADE .1 American Shutter Systems 2 771 t .,:t ' , TICCIT TESTING &.ENGINEERING.COMPANY Y B.1.* DESCRIPTION DATE DRAWNAE: 07/27/17 LC.. _ s W Association, Inc. ,. OLD ,s DBs 07/27/17 DATE _ ,fret.•. 04110.\'��1S PIio ii_,(05)6711030.. a�71��1��6 4268 Westroads Drive z DRAWING No 5I.........+1 e-,,,de 00.eam West Palm Beach, FL 33407 s 17^ 7 ' S 0NAL E WALTER A T0Jr.P.E. j Q ,'+++•, FLORIDA.tic.I 44167 5 SHEET' P E SEAL/SIGNATURE/DATE 6 19 OF 20 -t- ,(1!1.-1;.11/2A-5035 E 4a - VARIES INSTALLATIONS W/ i HV BLADE Sc HV CENTERMATES $ 1 -. 2.000' w ..--Z Max. INTO METAL STUD WALLS ao. '083- JJ----- -_1 Mm.G-60 GALV.STEEL I �ittlF METAL STUDS At 56'O.C. •1,7N,i 107,117 17171 i 0 6"o.C, 4Oco „;:,,,9 I W " 1/2. 38 * GENERAL LIMIT TIONS AND CONDITJONS OF USE CD 1/4" QIOMINAL O ?f ALUMINUM SLEEVE l— i 12 -C>70 ----r FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063--T5 ALLOY / , /,'� �' I ii• SYSTEM INSTALLATION TO METAL STUD WALLS Li NT. 6 1/1'=0.035"THICK AGn. 6 / F7 _ Cour.Guv.STEEL TRACK CHANNEL 6'O.C. O'6-O.C.^. I on 3.000' ASTM A-653 GRADE 40 Min.C-GO �a , SEPARATION TO GLASS SCHEDULE N __._ ___ w/(2)IZED FASTENED TO SNOB r� 11 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) MOX. wl tx};s=112`:ELc SCREWS ON lEx{sT1NG F1N1sH 3g-., � -r INTERIOR&EXTERIOR TACE AS APPLICABLE I N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 'uuluueuw umuwunei MIN.SEPARATION I'�"' t w ASTM E-1996 SEPARATION ax LENGTH 4. 1' EXISTING GLASS— 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS �-- To CLASS ffi ��1 CO 1 4"0-20X3" BOLT SCHEDULE) _ I '^ 4. ONLY ENTERhfATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" ( ) WITH 21 ARRANGED A SY METRICAL LAYOUT: MUST PENETRATE 43C 1" I a n USE 0 {2) 35 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ,1 3/45.6 1/4'A 0.035`THICK Min.! ESS'NG RrnsH ... INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1.373"-� CONT.GALV.STEEL TRACK CHANNEL. {\0S APPLICABLE ,1 CENTERMATE. o= .250' r 050' a SETM A-553 GRADE 40 Mtn.G-60 �.-.- GALVANIZED FASTENED 70 STUBS ® _..1 ` --T I e W/(2)/6x1/2'MR SCREWS DN All7 ` ry titNTER1OR& 0. IX180616 FACE 6 OC O 6'O.C. N - 1/4"0-2O THREADS Bui,r" r o W -C. F, yam, ** BLADE SLACK DETAIL.HVF IS ALSO VAUD FOR 43 1 f 4"QS ELCO CONSTRUCTIQI{ w :Eli-- 1/2" \ CENTERMATE 0 APPLICATION WITH BLADE1Q PRODUCTS FAB-LOK HD w _ COMPONENTS 6`= I 1/2'=0.035'THICK W 2IEs.' © 6" O.C. ,LIIn.ASTM A-653 GRADE 40 ,,"`^ I ,2'fd : . Min.0-6 GAM STEEL 1" 1 MS WALL HEADER/SILL INSTALLATIOty METAL.STUDS AT 16'O.C. Min. ;:1,ni,.;,•:;,',n., .-IXISTING FINISH AS APPLICABLE SCALE: 3/6"= 1" 35"THICK Min. A, d}b - _ EXISTING GLASS .. _ _ co 10 - i - - ASTLI A-653 ONT.DALY. GRADE 0ELL 40 M 6,C--604 - __ CALVANSZED FASTENED TO STUDS _ J 1 . SYMMETRYCAL •" SYMMETRYCA_L T i \N w/(a)/6.1/2`TEK scREws TN • • 1 1 . 1) 1 PAIN. SEPARATION VARIES I INTERIOR&EXTERIOR FACE �W� 17i CENTERMATES W/...' I" ,CENTERMATES W/ Y. To Gus 2' 1 ..EXTERIOR EXTERIOR ACCESS SIDE: '1 (SEE SCHEDULE) MO=. INTERIOR ACCESS SIDE -_____ Lam` ---' _____I I____-------'------- -`--- --`-=-'� ._.._- ---^--------- ---. � .._____...._ 1+-x'3 6'(TIP.) IN i(6 Min IN AI 21itL 0—N1,, ,...--=1—'-----(-�ii LOCATED AT t 2 t --- ^-- - -_..._ _-�,-_-"-- _ _-'_,A _ +--- ^---^^_^. --_'_-- Hv HEAD /ILL ENDS. r a- Ili ,. ,,- 1 ERs VIEW Y I ifro {6'Min.) ��S ( 24) I SIDE CONNECTION TO TRACK 3 1/4-(TyP•) 6.1/2.(TyP.)--- I 7"�. el {_...____ 7" 6 1/2'MAX. SLACK **-_— (O°°') HVA HVB BLADE SLACK DETAIL HVF HVC _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone';YIj7p1 =f7s 02017 TOLTECO,INC. X12017 EASTERN METAL SUPPLY. INC. t''tt` �c--FJg-, ,/,..., BERTHA HVTM .z. / . iLEC 8N�. A S ■ Accordion Shutter System HV. BLADE,#1 W/OR W/O KV. VANDOW BLADE •k•• . //1 ) .*; TAUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nu DESCRIPTOR 0A1E DRAWN Ent L.C. 6355 NA.36Th.$L,Stu 305.NRphU GARDENS,.Fl.pltW 3]164 Association, Inc. I OLD 15-085 07/27/17 DATE: 07/27/17 -TSA•E 0- r.3}`r'•,A Phone:(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2 '•. p tt,V L 4-meEH-0006OaPLaoin West Palm Beach, FL 33407 3 DRAWING No •.,'�.c,�'y�(qaa�Q RtO•.% � ,.t WALTER A.TAUT.1r.RE. s 17-107 P.E. SEA/ A't%E/DATE FLORIDA Lie./44187 S , SHEET _ 6 20 OF 20