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HomeMy WebLinkAboutProduct Approval Florida Badding Crode Online https://,rww.floridabuilding.orc,/pr/pr_app_dtl.aspx?param=WGEVXQw--- - 4 M iii` �• IT �N. It I i M � t r .ww.sww..»v+ -. . BCIS Home log In User Registration Hot Topics Submit Surcharge - Stats&Facts Publiratons FBC Staff SCIS Site Map Links Search •Product Approval t( /USER:Publk User b'p Product Approval Menu>Product or Application Search>Appication List>Application Detail FL# FL1850-RII Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. P Validation Checklist-Hardcopy Received Certificate of Independence FL 1850 R11 COI AMERICAN SHUTTER SYSTEMS INC DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201,-202,203 1994 Equivalence of Product Standards Certified By 1 of 3 12/15/2017,3:18 PM Florida Btl6lding Cpde Online https://,Aww.floridabuilding.Org/pr/pr_app_dtl.aspx?param=uGENTX( v",... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3(HVHZ) Extruded aluminum blades folded together thru knuckles and Drawing# 17-103 retained by tracks to provide hurricane protection. I Limits of Use installation Instructions Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC. Approved for use outside HVHZ:Yes DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max span is 12'-7"for 35 psf Created by Independent Third Party:Yes 1 positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports one specific condition shown in span tables.See additional FL3850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC loads and spans on engineered drawings. INC DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF i Created by Independent Third Party:Yes 1850.2 1 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks(top (Combo)-HVHZ-Drawing#17-102 and bottom)for storm protection Limits of Use Installation Instructions f Approved for use in HVHZ:Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS INC. Approved for use outside HVHZ:Yes DRAWING 17-IO2 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF 1 Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party:Yes positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS.INC. indicated on schedule#1,sheet 12.And 12'-3"for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF I positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade. See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 1 Only(HVHZ)-Drwg# 17-122 and bottom)for storm protection Limits of Use �� Installation Instructions Approved for use in HVH (ZD FI 1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC INC Approved for use de HVHZ:Yes DRAWING 17-122 BERTHA HV ACCORDION SYST.PDF Impact Resis; n :Yes Verified By: American Test Lab of South Florida Inc. Design Pressure Created by Independent Third Party:Yes Other: Large missile level"D".Max.span is 16'-0"and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FI 1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC,IN locking rod configuration for the HV1 blade,8'-0"for+64,-72 `.DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF psf load for HV blade for Keystone mountings 7'-0"for+75,-75 Created by Independent Third Party:Yes psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. !Bade Next Contact Us::2601 Biairstone goad,Tallahassee FL 399 Phone:850-487-1824 The State of Florida is an WEED employer.roovriaht 2007-2013 State of Florida.::Prwa v S a nit::A os lore s ®tv Statemen3::ReturidStatement Under Florida law,emai addresses are pubic records.H you do not want your e-mail address released in response to a pubic-records request,do not send electro ni:mall to this entity.Instead,contact the office by phone or by traditional mal.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalk provided may be used for official communication with the licensee.However emai addresses are pubic record.if you do not wish to supply a personal address,please provide the Department with an emai address which can be made available to the pubic.To determine r you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: 2 of 3 12/15/2017,3:18 PM Florida Building Code Online https://wv,,w.floridabuiIdinc.ora/pr/pr_app_dtl.aspx?pararn=wGE-\TXQw... Cradr Card Safe 3 of 3 12/15/2017,3:18 P-Nf GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EQ.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE VAIN THE 2017(Blh EDITION) C CONTENTS '+ CS OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE ABLE OF CON I7 EN ITS DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOIL A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL SE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS-I 1 THRU 15, 19& 20. AREA 1: HV BLADES n & IN 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 WINO LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAY. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET I SYSTEM COMPONE14TS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.U.,AS TESTED, WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 21-37 SHEET 3 H.V. ACCORDION SHU17ER SYST'EM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEE14 VERIFIED 114 ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE O /0214.01-03, /0715.01-03, 11004.01-05, 11214.01-05. 10317.02-06, /0609.01-10 AND 10210.01-11 AS PER TAS 201, TA.S 202 AHD TAS 203 PROTOCOLS AREA 2: HV BLADE C7 AND HV WINDOW BLADE !� & 11220.01-10 AS PER TAS 201,TAS 202& TAS 203 PROTOCOLS LARGE MISSILE. -INV WINDOW BLADE O 10505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE QI AND HV W114DOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON VAIN EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION FINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1 14X2.75 AND 1 14X1.75 RESPECTIVELY, 410-HI MINIMUM CENTERMATE DETAILS HV SHEET B SERIES STAINLESS STEEL SCREWS WITH 135.0 kcl YIELD STRENGTH AND LBO Aal TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS UANUFACIURED BY CENTERMATE ALTERIUTING DETAILS HV SHEET 9 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIARON. PINS MUST BEAR THE FN MARKING ON THEIR HEAD, 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUW14UKI ASSOCIATION ALLOY AND TEMPER AS INDICATED UH SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31,7 ksi AND 35.7 kai END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTA14T COATED CARBON STEEL AS VER DIN 50018 WITH 50 kaN MIN. YIELD STRENGTH AND 90 kxi)AIL TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SFWl COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-- CONCRETE SHEET 13 6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 OR 315 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A 7. SEE THE FOLLOVII14G SHEET'S FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,552, COMPONENTS OF THIS APPROVAL AAE COVERED, IN WHOLE O1 IN PART BY U.S. PATENT 15'458,179 ISSUED TO END C014NECTION DETAILS 7-12 &X. WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TU SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REIAAIN, THRU FASTENING 114 CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. AREA % HV WINDOW BLADE Q ONLY 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARN114G NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL IIV AND HO CENTERMATES A14D E14GAGE OR LOCK ALL HV AND HO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDA14CE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABEUNG TO CC44PLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE L I 1 ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAM14C PLUS ANY BUILD114G A140 ZOHI4G REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a)THIS P.E.D. PREPARED BY THIS E14GINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P E.D. (b)CONTRACTOR TO BE RESP014SIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED 014 THIS P.E.D.. PROVIDE[)HE/SHE DOES NOT DEVIATE FROM THE C014DITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (d) 511E SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT THIGH GIN BECOME THE ENGINEER OF RECORD SUBMIT FOR THE PROTECT AND WHO DILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD,ACTV4G AS A DELEGATED ENGINEER TO THE P.E.O. EI4fsINEEH SHALL SUBIAIT TO THIS UNEP 711E SITE SPECIFIC OW+1'IINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG14ATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. NFNejl Af li7AiAiii... A. FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 .. CNLJn �-l-+Y, ®2017 EASTERN METAL SUPPLY', INC. +r7U� BERTHA HVTM A.S�S.A. Accordion Shutter System KV. BLADE#1 W/OR W/0 HV. WIDOW BLADE TICCIT TESTING & ENGINEERING COMPANY AmefIOCO Shutter Sy9temS REV.No DESCRIPTION DATE DRAWN BY. ML {.•..SL �., .ALA 1: 6305 R.W.351k.Sl.,ab.]63,NINGIHV 9ANOERa,FlOe>Jv,3316 Association, Inc. 1 OLD 16-0803i/02/17' GATE: O6/D2/1T Phone: 305 871-1530.Fox 4268 1W3a1 Rooda OYIVe C II ( ) (305)871-1531 2 J^/ NAt•4`� a-rnol unacooaoLcom We Palm Beach, FL 33407 y DRAWING NO 0 E6-0006119 Phone: (600)432--2204 . Fax: (561)209-8380 4 7-�22 WATER A RLLIT Jr.P.E. P.E.SEA.L%SIGIIAIURE/DATE FLORIDA U,:./ 44157 5 SHEET 6 3*,-FOR 1111100w 61ADEE(A) VAR!ES 1 491" 918, L 4.385" 4 S99`__ (T)HV SOLID BLADE (3 jHV UNIVERSAL FLOATER CO�V,;E' 458I79 I;.E i1 Ai QUALIFIED FOR USE W/ HV EIIADEI]�, (-4)HV DIRECT HV WINDOW BLADE 6005-1`5 AIIOY A140 TEMPER QUALIFIEDFORUSE W HV 6063-T6 ALLOY AND TEMPER BLADE(I I 37SL -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 6U63-T6 ALLOY A0 TEMPER 124t- DE 6063-T6 ALLOY AND TEMPER 3.2'26_._-_1.500`1.500 OfJ5- .670" I 0DO' ri�I A 3,556, 6 1 000 .994'- 1 i842 670- TyP_, 072 6 L 4.43.6" 5_. )1]25* 1 7 ER W/LIP 0.072' 0.072" (.71 USE W HV e'. A.Z?& QUALIFIED FO i")HV WALK—OVER TRACK .920 SEA QUALIFIED FOR USE W1 HV 9 I HV TRENCH TRACK 55' .7 )J, E 6063-f6 ALLOY �110 TEMPER BLADE n� QUALIFIED FOR USE W/ HV — QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AWD TEMPER BLADE(1)ONLY. 1,10 HV RAINGLIARD 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UE W/ HV BLADE915" I 6063-T6 ALLOY AA TEMPER VARIES 1.936* BLADE VARIES 1.936" 6063-T6 ALLOY D TEMPER .. ............. .' .093' 063- —I_0113' 083CqR 0 .0 .126' .06 .060^ i .093* .091: 670', pl L 670* I 1666^ 3.520' q L 70,1520, HV CEILING HEADER HY HEADER/SILL t31 HD CEILING HEADER/SILL -1)ONLY, QUALIFIED FOR USE LW HD WALL HEADER4SIL O� HV BLADE )ONLY QUKLIFIED FOR USE W1 HV BLADE 6063-16 AL A14D TEMPER QUALIFIED FOR USE W/ HV BIADE(l) SEE SECTIONS FOR VALIDITY:­ SEE SECTIONS FOR VALIDirr. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY A14D TEMPER BLADE(1)ONLY. 8063-T6 ALLOY AND TEMPER _U COMPONENT A B 71 12 X 2- 15-MAX. /a. 1/1. 2- 2- 10.125- f—A 1 I F T 3- J..090, 2 5'MAX. 0.192" 0.192" - X SIDE ANGLE ;re: 2.5-fl- -� 0-190• -.19-- (201 CORNER POST QUALIFIED FOR USE W1 HV ALUMINUM ANGLES � BLADE Cl,! QUALIFIED FOR USE %Y/ HV _66AI IFIED FOR USE W/ HV BLADE_I"ONLY. - 5-MAX. I., BLADE IT, 6063--T6 ALLOY AND TEMPER CAr 2 6063-T6 ALLOY AND TEMPER 1063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zon® 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM f�ClF ■ Accordion Shutter System l�rE C 0 INC. A,SS,A. H.V. SAM#1 W/Oft W/O H.V. WINDOW BADE American Shutter Systems REV.N. DESCRIPTION DATE JDRAWN BY. TILLIT TESTING & ENGINEERING COMPANY I ATE oF ."ct Association. Inc. I OLD 15-060 38/02/171 ATE` !1/02/17 11>ATE il� 03"I'll.SCkh.S...sl.�3.51 MGWA WIDENS.FLORW 33161 Ph­;(305)671-1530.F..:(305)871-1531 4268 West Roods Drive 2 wl, t4i... ftet P.Inn B.Och, FL 33407 3 DR� G No ...... E9-000 719 Phone: (800)432-2204 . Fox: (561)209-838 17-122 WALTER kUTI Lit Jr.P.E. WR E FLORIDA ,#44167 6 SHEET 2 OF 20 1/4'20 -ME C'm .7 5" 2.2"" ,AT REM) THRE4010 �WMUSWMG I EL 7!5: S S.M.S. 2 SAI(FO P'I 4TED EAMED -0,E CAST (\ RR2 TYP.) 11101111 I—EL "Ell PAJ TIED L . F .062" q 1.3 5- 1 `1' 318 BRAS 5-cy.x"PER BRASScnINOER A ........... RrJ &KEYS("RMIE (ii) HV CENTERMATE <I 1.325" 7 f HV LOCK HV EGRESS LO" QUALIFIED �013 USE W/ HV SLADE(l I&(iAl ONLY q2) HV FLOATING CENTE-RMAIC QUALIFIED FOR USE W1 HV QUALIFIED 5063-T6 ALLOY AND TEMPER QUAE(FIED FOR USE W1 HV BLADE(Q& �'Ik)ONLY _fOR USE %V/HV 6063-16 ALLOY AND TEmPEA 1231 HV CORNER CENTERM4TE BLADE Cl & CA)ONI BLADE(1)& q-Al ONLY. QUALIFIED FOR USE W1 HV 13LAUE(I)ONLY 518 2.874' 250*DO. 518- 2W-.5. R5" 6063-16 ALLOY AND TEMPER PLASTIC HEAD MOLDED TO-\ rl 7 4.045' 42-- SCREW 2.079' .753" -360"AFTER RIVETING j , . -1 82 1 01, Y4 BEFORE RIVETING —20 x 3/4" 1/4"t S.S. THUMBSCREW 1/4" —20 RIVNUT* SERIES 9444 ALUL61NUM(2024-T3 ALLOY)LARGE FILANGE THIN -A M —7 2730- 2.MO' I SHEET N TSERT,PART 0 0020,AS MM4LIFACTUREV BY AVOEL CHERRY OTEXTORII.PARSIPPENY,NEW JERSEY 07054 OR EQUAL PLAN FRONT ELEVATIO14 OCK Q 0 HV ALTERNATIVE LOCK 4:7) # HV MALE "T" L ENIgIRMATE V FEMALE "T" LOCK CENTERMATE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE�1'�ONLY H 6063-T6 ALLOY AND TEMPER OUALiFIED FOR USE W/ HV SLADE IT iONLY QUALIFIED FOR USE QUALIFIED ED USE W1 HV QUALIFIED FOR USE W/ HV BLADE Q)ONLY 6063-16 ALLOY AL TEMPE'R, W/HV BLADE:�I-ONLY. BLADE&I ONLY. 6063-T6 ALLOY AND TEMPER F-L' 3.161 .432 �-THUMSTLIN Al 11 sr CYL04DERROR X214" m 63 0 KEY CYLINDER 214" in 7 .125'max. .40 (31) HD CENTERMATE W/ NO G ROD i# HD CENTERMATE W1 LOCKING 40 QUALIFIED FOR USE W/ HV BLADE(I &9A! QUALIFIED FOR USE W/ HV BLADE I &(JA 6063-T6 ALLOY Al-10 TEMPER ) HD CENTERMATE'S INSERT 0-9 10,115-Mi. 6063-T6 ALLOY A14D TEMPER VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE(I)&61 ki 1/4- 20 S.S.OR 6063-TIS ALLOY 411D TEMPER THUMSTURN ACETAL THUK61CREw5. 1_ U CYLINDER OR K CYLINDER /2' 0 CYU14DER 0 OR KEY (SEL METALS) L 0 • ZJL 1.57 in CYLINDER 15' M. 1.78 Max. LOCKING RQDD HID LOCK QUALIFIED IFIED iini;-Cj� ACEEAL 37&V 20 AISI 304 BY REGENT HARDWARE ?N3.HQCiK BOLT LOCY_ 6063-T6 ALLOY AND TEMPER THUMBSCREWS S.S. THUMBSCREWS— QUALIFIED FOR USE W/ HV BLADEC1,)& 4:A) 15,1114STALLATiON WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMSEDME14T QUALIFIED FOR USE W1 HV ELADE,j, QUALIFIED FOR USE W/ HV BLADE 1) FLORIDA BUILDING CODE (High Velocity Hurricone Zone •"0, 0 2017 EASTERN METAL SUPPLY,INC. V F BERTHA HVTM Accordion Shutter System TL RV. a-Am #1 WIN A, w /OR WIO H.V.H.V. DON RADE S % TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.-H. DESCRIPTIO14 DATE DRAWN fily; M.L. 6155 N.W.36", 4A Sk.Sk.305.MRGVGARDENS, Ina. I OLD I5-060 DOTE: 08/02/0 ENS,FLORIDA 3315t Pho-:(305)8?1-1530.Fax;(305)871-1531 4268 W.9t R..dR On.. .—II;UK-0-L.- West Palm Ekt.ch, FL 33407 DRAWING NO 0 N 11-000671g Phan.: (800)432-2204 L Fax: (561)209-8380 17-122 V�NL4�,,q WLTERE AL Th"'.1.P.E. 4 Pl..50,601,TLO/DATE FLORIDA U..#44157 5 SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR ��,,r] HV Cly HV dA 3/8"0 F. 5 1 7O EARAv�E�". .1875.1 Ja2 2"MIN. L BLADE TO I� HV BLADE 1 , ; E I' IIV WINDOW BLADE .0621" I," —_ --- .) 1,l� � .I Si�[avL. ub25 .0625 ® HV BLADE 1A l `I __...._ I I BLADE'S- OPE J -1 75' Y ® HV LONG RECESSED NYLON BUSHING ,I —•j�Y n Kwucl<LE 'a � .oE2s'-. 180.0625" (TYP) ND HV SHORT RECESSED NYLON BUSHING „�a p I fUT PORTIOn R1.7So0 ® HV NYLON HAT WASHER _ OOR ryN� - _.� I ! -r- _BLAfIG-.y_. Ar¢groR / �-' t. 350' 4 HV WHEEL CARRIAGE AISI 302-303 SERIES / 0.870"x3 16" THICK NYLON WHEEL. I I 43 `"I 2 7/6"mnl ,' NV WINDOW 1-- CLEAR I 0.188"0 AISI 302 SERIES S.S. RIVETS _._1I—._ 315'0 SBEnvEfIj p3.O0 • .,03.7500" l I I BBLADEN — .06:.5`_0625" 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR ( f j BLADE * OVEIIIIJGS.,__ �C WTERS -T I1- .7500` 47 "j6 o pnFn,na wc..AnD" ® HV 2 3/4" ACCORDION PIN W/ fJ8 HEAD * ---{ I '4t 'a - 1_J IcLeAa4" -1 I— BETWEEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT IN WINDOWI I `bI-" ,1_.-1 L I _��S :— 39 I . — -- POLYCARBONATE HV WINDOW DETAIL DOR �4 ,. --42 or ®3 r .((SEE NOTE FON REQUINEIAENTS) Ei ' OOR ® j I ! *POLYCARBONATE IIdPACT RESISTANTJjV WINDOW TW p� I i BAYER MAKROLOIJ 3103 POLYCARBONATE 1 12 MIN cw IcE RESINS, UV-STABILIZED GRADE OR SP,61C * QUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I-j I TO BLADE Bon pit INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" 014 SHEET 19). o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(OOR POLYCARBONATE SOURCES FOR 44 HV ® BLADE. TYPICAL SHUTTER ASSEMBLY 1 i EXTERIOR �,,�,� R6ULT IJ..S. Type&PRDPEAIiES STAN0.ytli G� IHV PIN®OR�4' AT (2) HV PIN ® MAY BE USED IN LIEU OF CH AND ONLY AI EXTERIOR_ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D ,;0,724•• BUOE'S KNUCKLE. PJDSJb ATT i (SEE NOTE " FOR apl:cvn cw.• Asn 07ex O.o•3 cc BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 43 REQUIREMENTS) TENSILE'VEUJ STRENGTH ASM DO30 IlAw P..I. s,SOO P.ai. ftfx S &4TH AT 711- IST.117e0 .2,301)­1 13,400 p I. (3) HV PIN ® OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER �.• �,,:- i I F1720RAL NowLVS Asn D7w 3.0,000 p..i. 34S.aDD p..f. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a�yy � I 1"pho; I NOTCHED 100 ASn1 Me 10 FT-IS/h 17 7T-s./N SHEET ® `,.• I� FIRE e0aN0 r.olte..T. ; HEEL CARRIAGE DETAIL Y !IA."GEHS01 ,SIO DW43 47.2 x 6..5 IT— ASSEMBLY LAYOUT RAI- OF fiuAd sal Den c-1 case G-1 Gws N.TS. SEU IGIIR ON ASN D1.20 To.'f e4e'F k.F ll�,wwp; AS4 GIN 1E1151LF STRE90"Af1EX IbE1111ERek ,STY 630 11302 p.al. 01110 P.I.I. (1 HV BLADESOLID fd—HV WINDOW BLADE DETAILS DnlUST.ES5`Afa"E"�N�6'G "N 636 6461"" 66'e N.T.S. r„ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM a.s■S■/y■ Accordion Shutter Stem 7k H.V. BLADE #1 W/OR W/0 H.V. WI RAW d�1 American Shutter Systems REv.0. DESCRIPTION DATE DRAWN BY: M.L. .T`y7 ! .J'•'I L ,fa{C TICCIT TESTING & ENGINEERING COMPANY 7•s• �. 4 4,1 6155 NW 301h.SL,St..10.:,NRG1111A GA6DENS,FLaR10A 3316 Association, Inc. 1 OLD 15-ono /D2/1 DATE: OB/02/17 Phan.:(301)671-15]U FPY Weal Polm Beach, FL 33407(305)671-1371 4268 V'Jeel Roods Drive .+yl ,_ 2 DRAWING No 20 ' fT•�••......•�DNAL� `' mall:IIIL11°.0-I.-m 3 U" �"�"'1, EB-0006719 Phone: (800)432-2204 . Few (561)209-8380 4 17-122 WALTER A.RLUT JT.P.E ' P.E.SWSIGNATURQ%DATE FLORIDA Uc.i 4+167 S SHEET a 4 F as• S� 'NOTES ON HV LOCKS AND CENTERMATES: �T7�• 3 a i11;,w.13;a1151N11121°x :a r x t. MANDATORY CONOfT10N /1: ONE HV LOCK j§orifi SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAIJ :(fit. 3�""l7`•71�5 OR 12"ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTA TIONS i ANY 071, wy$•L7 5,• ELEVATION. HV LOCK IZ} or g MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 'i OR A B rc G n; 11 5 T U _ �x 1 ' §- CENTERMATES W/(2) 1ATION. 0 x 1/2" LONG FLAT MEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON S �� I 79'"'13'1.7-$••4- '),-z TYPICAL SHUTTER ELEVATION. f 2. JI (VAIIn QNIY FOR EJ�48 AllAT1D11S TWO I LOCKS OR 'OR ONE HV LOCK 221 OR QQ W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE SE4 F� ANY SPAN MID INSTALLATION AT ANY ELEVATION. 16 aC v _ v I ! HV LOCK Q4 OR 0 SHALL BE ATTACHED TO i OR( l CENTERMATES W/ SAME SPECIFICATIONS AS PER J B MANDATORY CONDITION H1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAl. v v �Ieb._Hyr SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 1'1. IOR_N� i 3. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV _ J LOCKS n,4 OR 420 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES`Lj H -1 � � OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. ttlk.2�10 6IOR�iOIGfl$41 -•E9'°F Z5. LOCA OH OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. v 4. OPTIONAI-CONDITION J2 (VALID QNIY WHEN ORLIMITED w LOCKING RODS ARE NCT REQUIRED AT•.14URRICANE POSITION,MANDATORY BUT MAY CONDITION 1"1105M BE USED IF ENHAISE NCE SHUTTER PERFORMANCE. LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACK114G POSITION (NON HURRICANE POSITION). US'sMDCo N"� � ' ! 5. MANDATORY CONUI110N /2: ONE HV LOCK Q� 5 S ALL BE USED AT CORNER CENTERMATES FOR ANY SPMI `d Sir � `hht.• I AND 114STALLATIONS AT ANY ELEVATION. HV LOCK IN or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION Of LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. „J PIS 6. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SKEET 12. / N O 1 15ST 6ITFRNATF TO LIANQATORY CONDITION #1 VALID ONLY FOR W InCq(2A IN � R' •, s • ONE ALTERNATE IIV LOCK MAY BE SED IN LIEU OF HV LOCK or 5 FOR ANY SPAN AND II4STA LATIONS AT ANY ELEVATION.ALTERNATE LOCK a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4"S.S. THUMBSCREW TO�1, OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTIO14 HVE, SHEET e. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 1 7. M to OATORY CONDITION 13 FOR KEYSTONE Mtiillh;J4G Ih„A I ATIONS: ONE HV LOCK q_4 or BEY or 0 SHALL BE SEE END - ( -..LS. USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP COIJnECT10N I ( TO 9l1",AND FOR INSTALLATIONS Al ANY ELEVATION. HV LDCK 0 or 5 or @ MAY BE USED AS AN INSIDE OR DETAILS UN o F E N I J x L u P o fl v w z j i OUTSIDE LOCK, ATTACHED TO 011 or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. 18 SHEETS t0& - M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ HEICI IT FULL `-�5 � II i OF CORNER OR p,TOP AND BOTTOM IS COMPLETELY MANDATORY. CE141ERMATE *NOTES ON BY -l" LOCKS AND CENTERMATES: !1_,2)oA�oRl6)•i`jm(B1w�01.:j3rw I t. AND i ONE ALTER14ATE HV "T« LOCK (S.MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND ice,0i•(fJt oR 1171•i1�3,-(171•{1S,:oR INSTALlAT10N Al'ANY EL El ALT NATE LOCK 3Q,�,MY BE USED AS AN INSIDE OR 0 SIDE LOCK. ATTACHMENT OF LACK 44 INCLUDES USING REINFORCING LOCKER Q7,,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE (6)•(7 I !1 7)°N�7•t7;'ij :ca CONNECTED TO CENTERMATES ANO j W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/0"0 x 3/32" `;%•g 814A:13'•!(81-i 8,1•ty 74 WINGHUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE 114SIALLED AT MIDSPAN OR 12" 8!—1 9 _ �M4?"59 *NOTES ON HD LOCKS & CENTERMATES: 1. Nn LOCK W/HD .ENTERMATE<I 1 OR = W/�= OIJE ALTERNATE HO LOCK MAYBE USED IN UEU OF TYPICAL (1) HY BLADE SHUTTER ELEVATION IIV LOCKS 24 OR TOR ANY SPAN AND INSTAL AI4Y ELEVATION.ALTERNATE HO LOCK U MAY BE USED 14.T.S. AS A14 INSIDE OR OUTSIDE LOCK.ATTACHMENT Of HD LOCK G ,TO IS4 IS W/3 pB x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 631 AS SHOWN ON SECTIO14S HDB-H AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 1351 IS COMPLETELY OPTIONAL. l y' 1r-Q A FLORIDA BUILDING CODE (High Velocity Hurricane one 0 2017 EASTERN METAL SUPPLY.INC. 1 r BERTHA HVTM V�LM �N�. ��I ��L. Accordion Shutter System `�" H.V. BLADE #1 w CR W/D " RV. WINDOW Ell" L!% 4�TJ/�.� q a American Shutter Systems ArVA. DESCRIPTION GATEDRAWN ar: M.L ` ��E ilk• TILLIT TESTING & ENGINEERING COMPANY �.'•• ;•`j 8555 N.W.360.SI..51..305.NAG..WtUld.FLORWA 3316 Associailon, Inc. I OLD 15-080 0B/02/1 DATE: W/02/17 4266 w�51 Roads Drive r� • t'•1 Poone (105)871-1530.Fax (305)8 71-1531 ' LJ,�'1 '••.,....•'' \`G 1 —.11:Wt...4o°Loam West Pal2 DRAWING No —.11: m Beach, FL 33407 3 /7 �'(y 1„ EB-DOOfi71b Phone: (800)432-2204 . fox: 561 209-83RD NAL E•L WALTER A TILLIT Jr.P.E. ( ) 4 17-122 P.E. SEAL/516NATLlIf�/DATE FLogmA U,, N 44167 5 SHEET 6 1 5 OF POURED CONCRETE POURED OR CONCRETE BLOCK) POURED-, CONCRETE REQUIRED ! 1�4Y-20.3/4' S.S. CONCRETE ANCHORS CONCRETE ANCHORS rMACHINE SCREWS CONCRETE ` IT - i---' REOUIRED `-_-"- --- - ----- (ZSEE SCHEDULE O! (SEE SCHEDULES ON j I/4"-20 '—"'-'\ "- _.CONCRETE ANCHORS / SHEET 13) 1 % %SHEETS 13 h 14A) 7S O 12'O.C. rX (SEE SCHEDULE ON SHEEP I}) 1"I ..�41 EO -EO IAACWNE SCREIYS _ EOEO �-- ______ - USING 1/4-20 NUTS _-_ — } 1/2' I .. - 0112"O.C. 1/ 19 E. D.< II -.250"Llo.. :II � • E r`--"- 1 ..\ ) i i i .250'Llox. OPTIONALOPTIONALI I r LL-- AYH.SEPARATION .P:I: 1 1 MIN. SEPARATION I TO afSS(SEE 7; I TO GLASS S. 'SCI I_DULE QJ,c}iEET - �^ 'r 1 (SEE SCHEDULE ON— )OR N 1 "�1I Fflft BIPDE LI,ANO a --(1/OR ny!• EXISTING SHEEP 11) ` 411P1.SEPARSTION i' EXISTING SHEEP 19 ty TO GLASS i 1 GLASS : CUSS--= BLADES`'da _ I r"—(SEE SCHEDULE ON---- SH -" EXISTING EEE 11) _ GLASS—' Ci HV WALL HEADER INSTALLATION (A, HV WALL HEADER INSTALLATION B I HV WALL HEADER INSTALLATION EXISTING f0(GLASS MIN. SEPARATION G1A55--MAN.SEPARATI(X•1 ' )'_—it OR (1 A1� I r --� EXISTING 1 TO GLASS TO GLASS(SEE -) GLASS (SEE SCHEDULE 014' 19r SCHEDULE 01 S£Ef _.f. .�: AIIN.SEFARAT10L1 _1I1 i I' SNELT 11) 11 FOR ET 19 FOR . L� .. TO GLASS r 1 ON SHEET 15 FOR -(SEE SCIIEDULE ON-- 1 BLADESt 1111':�} L �, SHEET 11) t f,1 E ✓ OPTIONAL . � /4"I.lax. 1 E. D'< - t Max. I _ ' OPTIONAL ,1 i�'J OR E. D.< 1'! I I 1 \ I I I I I 1 2 O 13 -_ - ---- - _1/4`e-20x3 4"S.S. Mln. `� I -- ---- I-.ELI-T-E0 PHILLIPS TRUSS HEAD I -• 1�{ 1/4/-20.3/4'S.S.PHILLIPS I IAACHOJE SCREwS USWG ____.'�-. t-CONCRETE AIJCMOR5 TRUSS NERD MACHINE SCREWS L_.... ---- --CONCRETE ANCHORS 1 1' 1/i"-20 NU7S 0 12"o.C. (SEE SCHEDULES ON W/ 1/4'-20 NUTS O 12"O.C. 1 (SEE SCHEDULES ON Min. POURED CONCRETE= SHEETS 13& 14A) .I ^ POURED CONCRETE-� SHEETS 13 tE 14A) I OR CONCRETE BLOCK'W OR CONCRETE BLOCK -:_._._._.___,._._,T..- IK:RETE ANCHORS REQUIRED ,- WALL REQUIRED (D) HV WALL SILL INSTALLATION (SEE SCHEDULES a! (F!HV WALL SILL INSTALLATION POURED CONCRETE_..' SHEETS 13 6 14A) OR CONCRETE BLQr WALL REQUIRED HV WALL SILL INSTALLATION HDTF FON C0IARIWAf1ON DF SECTIQINS: V - INSTALLATION DETAILS W/ I- SEE SHEET 4 FOR TYPICAL SHUTTER < E.D. =EDGE DIST CE ASSEMBLY (SEE SPECIFICATIONS OIJ SHEET 13) �' SEE E kjAATIOPIS OF USE FOR �. H Y BLADE 2- MGUI4TING SECTIONS CAN BE COMBINED BLADE QAj 014 SHEEP 19 ( 1 IN ANY WAY TO SUIT AI4Y INSTALLATION. ,N7 FLORIDA BUILDING CODE (High Velocity Hurricdne Zone) ,111�LQ1.:...........• I!�:, fD 2017 EASTERN METAL SUPPLY.INC. _ 1L -p BERTHA HVTM /�i E C O �N�. ■.!■A. Accordion Shutter Sygem >< H.V. BLADE#1 W/OR W/O HV. WINDOW KADE American Shutter Sy stems REY.No DESCRIPTION DATE DRAWN er: uL TILLIT TESTING k ENGINEERING COMPANY Al of 6155 sw 161h 51.". 105,.. rmRaElNs...3110 Association, Inc. I OLD 15-060 /02/1 DATE: 06/02/17 1 1` Ph- (305)871-15)0.F..:(305)671-1511 4266 West Raode DnWe 2 111 r,rnou:Iiu.colAom.com Weet Palm Beooh, FL 33407 5 DRAWING No fS-0006718 i)^�•••'•"•"••`•{,� III Phone: (800)432-2204 . Fan: (561)209-8380 4 �7- 22 VIAL-7th A TILLIT J..P.E. P.E�SfAL�jtA1TL'RE�DATE FLORIDA uc./ 44167 5 SHEET E 6 OF 20 PWRED _CONCRETE NJCHORS ! — --� �OR -____ uN.SEPMx110f1 ,. 1 r. CONCRETE I.. (SEE SCHEDULE ON SKEET 13) to GASti(SFE ; �A♦ REQUIRED EOGL"OF i 1I FP9 flMEJ ll:iHV) s Yra Uifs 1 ......._.. ._.__.:...._ SLAB IF aJ SJRT Is f[a p4F sceDx+u -.. w.serumal 1 j E. APPLIC BLE EXISTING Su^"la I �I, EXISTING GLASS= _ ISFE SCHEDULE ON ' GLASS---I I I) ALI ERUAIE #10.3/4`HEX EpEp_ ANCHOR - WASHER HEAD LOCATION f i �' TEK SCREWS 3 I I l I• s/e I latl'- 12.O.C. i ----i III EXISTING 0 h. _CONCRETE ANCHORS _ GLASS- n s/e i ulrtU (SEE SCHEDULE ON I SHEET 13) 9 : OF EO- EU 1 SDIGAEB If XISTING —I ' _EDGE DGE OF + EDGE �I" AP%.K:ABLI CUSS--� I' STAB IFF I' I l I/2 TII''•J. 1•. EOOE OF IF - APPLICANLE L. L— ". J -SUB IF .I APPLICABLE it 0 MR SEPAM1Kxl EA. EO APPLICABLE /1 W 'a'USS (SEE �`rP�'ii' : .� _..__--.....__._ I E-Of- IEi++.ILRa �:� POURED-' _._....__—._.... .....' _—_..__... POURED ,c... —E D.{ •. .... 0J seEr a FOR ,1 1 OR h91 CONCRETE CONCRETE= PWRED i t---E. U.� REWIRED FLAT HEAD CONCRETE ANCHORS awts•JwID 6 flEOUIRED —E• D'— `FIAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) i----- -•p (SEE SCHEDULE OH SHEET 14) REQUIRED HV CEILING INSTALLATION tHI HV FLOOR INSTALLATION. t (J)HV WALK—OVER INSTALLATION l4 TRENCH INSTALLATION VALID 014LY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING do FOR SPANS PER SCHEDULE 14, SHEET 11 _ I _ i--- i CONCRETE ANCHORS (SEE SCHEDULES ON- I-"-(sa swoxAE oN EXISTING I HIN. SEPARATION ' I SHEETS 14 a: 14A xrwrl 1:) 3 GLASS—: EXISTING_i TO GLASS r,l' r� EXISTING _ ^!1_ GLAS5„ urv.�rnnoa , GLASS t tT, �_ (SEE SCHEDULE ON 1 1J GLASS-. MIN. SEPARATIO14 0 i I SHEET' I I) 1 1 i- TO GLASS _ I 11/1-0 nw waOOIX irPCON w�� (W s1lc (SEE SCHEDULE ON AiAMra UIRODFOPAI �)- i1 SHEET II) J h 1ECeaOGf OR 1/40 PUdiRS )/q• FASTENERS TNN R+AI:HT OIt i S : [;1.;- - - MAX 4 ' -#10,3/4"HEX i UG FOR UPN 6'-0'SYUJ NJU uai L O f-E. D ._. I I+ I I WASHER HEAD I I+ 4"O C FOR SPNJS VJJ(.FR THw l _...... + I I+ I- um NE SCREWS E. D.f a-o"uP 10 a'-O'uAz.AFPLY 1 .3 B• . S ,T AT ENTRY FASTn+OJ HEM C% 11493/4' ILEX HEAO._.�I d / �q1 (�` 0 12•O.0 �"` i �I TEN SCREWS O 9"O.C. ' it _ ��� / '�� (TIP.)(SEE NOiE 11 UI SHEET 11 ��, — 1/2_ CONCRETE ANCHORS b ..__ _ 'Ll''-�J -114x3/4"S.D.S. I I 1 3/B' I,I I'll Calf i0I Lu,uunUN51% 3� _ OR 1/4-0-20 S.S.M.S. i - O 9`O. C. YI/NUT O B• MAX O.0 i (SEE EETS SCHEDULE ON n I I/2 I I L—/2 Ii+ aux._ I SEAWrr. i 1/. l/.'0-20 /.3p•s11 MS 18J __\ --usR+c+/.i-zo rwrs ( 1ItI L,1 • I ._.1r t i -114x3/4'F.M.S.D.S. J, ,, 0 12'OC. 7/e' CONCRETE ANCHORS 'SEE NOTE 13(b) +_ __ O 9"O.C. --E.O.---- POURED CONCRETE-' (SEE SCHE OULES U:`I ON SHEET 1 <�_ \WAU.EXISIIO Nal COR T.t OR C014CRETE BLOCK SHEETS 13 h UA) ._SEE NOTE 13(6) .- LLL.It' ED 2.W D WALL IR.(DECORATIvt MW. �_ - ---.--- 1 ""'---- REDUIRED POURED CONCRETE— ON SHEET 1 OR CONCRETE BLOCK _ MIN. OPT1014AL POURED l -..EDGE OF (K I HV WAC_, FLOOR INSTALLATION REQUIRED _REOUIR CONCRETE SLAB IF REOuIlfEO CONCRETE-' APPLICABLE REQUIRED HV WALL WALK—OVER INSTALLATION -=f1— tJi HY RAINGUARD INSTALLATION t (Mi KEYSTONE MOUNTING INSTALLATION L'LQTF' MAXIMUM A.S.O.DESIGN PRESSURE:♦04.-72 pa4 NOTE FOR COMBINATIpJ OF SECILON5; A THIS INSTALLATION SHALL BE MaxwuM SHURER SPAN tl'-o' E. D. - EDGE IXSTMICE HEMOVABLE WHEN PERFORMED ♦ SEE LIMITATIONS OF USE FOR I N S TA L LA T I 0 N DETAILS W Z T H V B LA D E 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO All OPERABLE EXIT BLADE'1A.ON SHEET 19 ASSELIBLT OR ENTRANCE IN ANY WANG SECTIONS CAN BE COMBINED yfA„., FLORIDA BUILDING CODE (High VelocityHurricane Zone IN N'IY WAY TO SUIT N4Y IHSTAIIATION. 111,��•+ (��1."t 4`U 2017 EASTERN METAL SUPPLY,INC. 11.\X, \X, �> •' �c;:f�5 :•.,L�4 �± BERTHA HVTM A.S.S.A■ Accordion Shutter System 0 w1 H V. BADE 1 W/OR W H V. BADE American Shutter Syslams REV No DESCRIPTION DATE I DRAWN BY, M.L. ..V'- TICCIT TESTING h ENGINEERING COMPANY C3 •:'t : Association, Inc. I OLD 15-oa0 78/02/1 NATE: 08/02/17 (••4y 0355 11. .3tlln.SL.514.305. W4 GANUDIS,FIOFGA 3]I8 C •' ii FX' lwnE 1•dG :(305)871-1530.Fax:(305)871-1531 4268 West Roods Drive 2 �(�t.•1 '� s1' a-maie tillseoeual.com West PMIm Beoch, FL 33407 3 DRAWING No •'.tJ.Q \A`"t. EB-000e719 Phone: (800),32-2204 . Fox: (561 2U9-8360 17-122 • S�QQ(1 ee'' r�t�G ,+ WALTER A.TIUJI'Jr.P.E. ) ) 4 P.E.`•/RtjSICFIA TIE%DATE FLORIDA Lt../44167 S SHEET 6 7 OF 20 SEE END WALL S 0 SH ETS 10 18 SEE 1401ES CM+LOCKING RODS Q,NV LOCKS©or OUT INSTALLATIONS W1 1 HV ** w0 ALTERNATE HV LOCK®ON SHEET S. LOL, EXISTING ,USS BLADE SLACK DETAIL HVF IS VAUD FOR ALL BLADE WZ HV C E N T E R M AT E S CEMERYATES APPLICATION VRTH BLADE Ol Z 0R SEE END WALL CONNECTION I 10 OS a lO•@-&o"" EXISTING CUSS DETAILS ON SHEETS 10 & 18 1 � © ® %I 2"2'z I/B".o'- (6063-Ta ALLOY)A ANGLE w/(z) 1/i.TAPCON 1/2' r OPPOSNG I SYMMETRYCAL ANCHORS TO CONCRETE �I —1 �I / CENTERMAT C ATES (TOP/BOTTOM)a t10z3/4"S.M.S. a 12' ) MITI. SEPARATION .1/T'S.Y.S.TO TUBE—� I I � O.C. FULL LENGHT. LOCK MIF,( HV 70 CU55 AT EAC1+ANGLE(TMP) ! j 0 (SEE SCHEDULE ON FINSH ET I I) 5 10 �I I/24 2" ,/2.. ®` •i L L I``V' " �' 3 ®W'C.l' 1 0-0 I HVB HVC 10•@a© ®a® ®a HVA ©cI®a©�O] a®a)Q .(�a POUREU CONCRETE OR © OO 0a© ® —I-..._.� ©a©,©a�)•�ja /—EXISTING GLASS REMR DE BLOCK WALL Exlsn���IIIc�®' SYMMEpT�RIICTA�Lc - {—�/��1)* ©a�—SOC—�— --� GUiS ®•�aO•©oA�•�YaO9 i'L,GxUISSTs �.1�� CENTERMATES Lam.,.* ,' V I ©�®aR��®°"®`O4° MUJ.TO GLASS lON U- 1 k.J 1�1 OPTIONAL �A/� uTJ (SEE SCIIEDIILE ON MIN. `,'�—-_— — °R©�® �%�y* m� it 11V LO.0 �IIJTERIOR) ®•®a�+Oa�.�aO SHEET 12) SEPARATION�� � u V± �rj Zl - TO GLASS \ I OPTIONAL ae --- - (SEE SCHEDULE`. ON SI IEET 1 1) (INTERIOR) �a,` I 1._ _ __-1.____- _ - _-._.__..C_ .'-..,.,,_, *V �.• � -�-T% , ,• �/_� __� 1I ANCHORS G.GO ® a2OUT . 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(orn--)HDB—HVB OUT HDC—HVC -f'LOCK,ON SHEET 5. ©0 HV "'T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMA'[� HVG* W/(S�' LOCK ( XTERIOW1 LOC (INTERIOR) f sFwEs e141 ALww:uu (YD74-T)ALLOY)LARGE FLANGE THIN ®aa©+OeI 6(�n10•®°' S11EEf NUTSERT,PANT/G8T0. —1D'w®d'©• ©.®u AS IAH MIORED fiY AvDEL[KERRY IExIORII.PARSIPPENY,NEW JERSEY ©. 7O ©w©•O.®' 07054 OR EQUAL. __. ®.�w�.®uO•®ca v O #SFE nulls OX IAKKRIe Hous J(�a MO®LOCKS 011 SHCLi 3 uromt.—nwnrrc euuCY on x,m-Nw Is 1 ��FOR AL CEIDE lfrt WtutATKatl Wm1 91AOE(D HDD—HVD•• FLOATING STACK FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2017 EASTERN METAL SUPPLY.INC. , ; �jt;:• BERTHA HVTM /'-V-L-r�gc �N,. A.S.S.A, Accordion Shutter Stern H.v. BADE#1 w/OR w/o H.v. WINDOW BLADE ICCIT TESTING & ENGINEERING COMPANY American Shutter Sy stems REV.N. DESCRIPTION DATE DRAWN eY. 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(LOCATE AT / `5 t SIDE CONNECTION 11J OR (I/1j14 EITHER SIDE OF l)) / �(_J�QR t 4 SEE DETAIL X FOR - (1;OR t1�4 I 1 I OR ij 9• TO TRACKS SIDE CONNECTIOW p «�9 6 171 (B t (I Oi•�-3I« SEE DETAIL X FOIiIj_ ,a .+6•17«6 • .r TO TRACKS r�•' T SIDE C014 EC110M (1 «(;I«(gj•t�«�l«(J• t. ff °•3 "'� 13) y�2j>a 'w J' 7i«8 10'•U 31« •'(' a7ir+t�7)•1�5'« TO TRACKS �i.d_3:«q�•• ;.t1�1•6�« i.... �10a-a31«�p.d? te3.1g'« e).i�1•,�J«U i) f':« ('81 Q�«Q71•0,I iE7).Q. 16.1•(1•4t-C6 •(?) 5- i,6) LJ i71 Cl �Z !4' sI• e (+ i7i•4L«ls-C71Q9'« �3•dg«�I.�61«(ej )« 1 4e eS @'-C8 y�« /81• �. 0.3«hJ-@ @) C7) le 791uQs Qj«(19 qsJ«r)-;> •69 a .Lie �s 2:«u3 3 (J«L2•�g' CS n9.g3-CIS Z91«(eia(i:_z. el•�'«Q•( «t�•�j3«I` END CONNECTION DETAIL(1) END CONNECTION DETAIL(2) END CONNECTION DETAIL 3,i END CONNECTION DETAIL ( ) POURED COfK:REfE OR REQUIRED ONLY FOR SPAHS GREATER THAN 12'-0" ----- _ - EXISTING GLASS CONCRETE BLOCK WALL EXISTING r (4 r• REQUIRED C 4 \ II&N.SEPARATION10.1 2"S.M y... MIH.SEPAIiAnON - " ---- i IT TO GLASS SEE O 16' O C TO GLASS(SEE Y SI:I IEDQIE OIJ(SHEET ` SCIik3%O.F ON SNEET D� .y L ---- - "6) OR ) )OP I I FOR BLADE 11NJD CONCRETE 1/2"MITI. It FOR BLADE([:AND .; - Y •(� UP.(� <� lAN SHEET 19 FOR ANCHOR O \ -I ON SHEET 19 FOR _________� __• //''-- r /, fiLADES t176d� 12"O.C. BLADES i SCHEDULE Y1 SCHEDULE k2 SCHEDULE„N3 SCHEDULE ll4 NOTES: (1) Lt:MAXIMUM ALLOWABLE SPAN FOR A ♦ SEPA9AILGtl TO 'I ASS REDLJIREMEICS MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L.+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE MAXIMUM SHUTTER SPAN*'Lt" OR "L-' (ft.) RATLNG. FOR INSTALLATIONS W "L+" OR "'L (ft.) FOR R "'L-"' (ft.) INSTALLATION$ R "'L-"" (i L.) INSTALLATIONS L-: MAX.AI-LOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TO / IIVSTALLATIONS w W/ I'D NEGATIVE A.S.D. DESIGN PRESSURE RATII4G GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN ®I & O( Of W/ ONE / - THE FIRST 30'-0" ELEVATION OF BUILDING & W TWO TIV OR do W ONE HV LUCKS (2) PROCEDURE TO DETERI,IINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. HV LOCK or or or HD LOCK a W/ CENTERMATES. & � / / ® OP, LOCKS OR TWO Ok W NO LOCKING SPA14 FOR WALL MOUNTINGS OR NO LOCKII R005 CEIJTERMATES & ONE HV LGCK OK � / ® �� OCKING ROOS TOP BOTTO S (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS W/ ONE HV LOCK W/ TWO LOCK114G RODS ORio IN/ fJ0 .00KII4G ® / FLODR/CEILING: RODS IN • SEE NOTES t,tt W/ ONE HV LOCK 0 OR (a (VALID FOR MOUNTING Q INSTALLED ABOVE 30'-0`ELEVATION OF BUILDING, TOP QE BOTTOM ♦ SEE NOTES t,t'd ( SHEET 7 GIVEN A POSITIVE A.S.U. DESIGN PRESSOR #(SEE • SEE NOTES 7.t ) MEASURED AT BOTTOM OF SHUTTER IS 3". CONCRETE h D „AXE, CONCRETE @ WOOD uupwu CONCRETE RATING, IIEOUL.OPIE MAXIMUM SPA14 "L+' uA.u,uu 5 ASA. As.D. FROM SCI IEOUIE. A.9.0. CONCRETE S WOOD INSTALUTIONS C) 4As.D INSTAA.LA710NS CI INSTALLATIONS O INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN DESIGII DESIGN OESIGfI Of9K.11 PRES_WRE WALL LIntwauIG5 PRE55,ME PRESSURE FLOOR/CEILING MOUNTING PRESSURE RATTING, DETERMINE MAXIMUM vussuRE FLOOR CEILING R4T"a AATGG MINIMUM SEPARATION TO GLASS S.HDR : WALL MOUNTING FLOOR/CEILING • OR $PAN"L-"FROM SCHEDULE. R"14w' IAGUNTII'JC (pOR FLOOR CE0.1NG MOU111111CS LP"T) FLOOR/O'EILIJG I.IWNIING (p,.f) FLOOR/w MOUNRNG SHUTTER W/ ONE LOCK WITHOUT LOCKIN RODS la _) ___74 (a 4R-) Lr OR-) I.OR-) L r (R) L-(R) L 4 (I) l-(fl) L♦ (e) l-QQ l a (H) L-(Il) l r (R) l-(R) FINAL 14A%INUA4 ALLOWABLE SPAN IS E TO THE MINIMUM DETERMINED SPAN 30 13'_2" 16'-O" 13'-2" 16'-0' 30 12'-3'__14'-9_' 30 _ t3'-1' 16'-0" _ 30 13'-2" 16'-0" SHUTTER INSTALLATION L INSTALLATION Wj 35 12'-B" 14-10 12'-B" 14'-10" 35 71'-9" 13'-80 BETWEEN "L+"AND 'L-". $YMME7RICwI 35 12'-7` __.IS--7..._ 35 12'-8" 14'-10' SPAN _. .__-__. ___—_._ CENTERMATES CENTERMA ES' 40 72'-3" 13'-10" 12'-3" 13'-10' 40 1,'--4" 12'-9" 40_ _ 12'-2" 15'_2" 40 12'-3" IY-101 (3) PROCEDURE TO DETERMINE MAXIIAUM 105" _ -..--— --- KV-4" SPAN FOR COMBINATIONS IN BETWEEN45 11'-1" 1_'-0` 45 11'-9" 14_-3" 45I1'-71' 13'-1' 33/e'L 4" WALL W/FLOGR/CEILING MOUNTINGS: OR LESS 2'-5" 12�-550 10'-90I1-550 1 1-6" 1 Y-7" 50 L t'-7•, 105"TO MA%.53 11-411'-10" 11'-10" 55 10'-6" 10'-II" —.55....—.__ t.1=3'... 12'-11 _... 55 11'-2" It'-10' FOR A GIVEN POSITIVE A.S.D. DESIGN ALL�D3 7/gi 4_— '--��'— - --- PRESSURE RATTING: 6p 11-111•-4" IV-'4" 60 ...__10=3".. 10'-5" 60._... 11 _0•, 12•-4" 80 10'-2" 10'-11` DETERMINE: a USE 2 1/2'FOR HD LOCK OR10'-10" /0'-10" 10'-10_ 65 10'-0" lU'-0" 65 _ 10'-9" - -11'=11` 859'-5" 10=1" Li+- MAX. SPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HVOC ERMAPS�70 10'-6" 10'-6" 10-6 709'-8` '-8" 70 10'-7" t l'-5" 70 8'-9" 9-4" INSTALLATIONS. 10'-1" 10'-1" 10'-1" 75 ._...9'-4 _ 9'-4 75— 10'-4" 11'-1" 75 - g•_.y lz+� MAX. $PAIN FOR FLOUR/CEILINGMINIMUM SEPARATION TO GIASS SCHFOUIF- MOUNTING INSTALLATIONS. 80 9'-10"__ 8'-9' 9-7 .9'-10"- ea 9'-0' S'-0' BO,_,_ SHUTTER VA/ONE LOCK k TWO LOCKING RODS OR 85 9'-6" 9'-6" 9'-3' 8'-6" _ BS —8'-9" 8'-9' 85 -9_9" 10'-5" FOR A GIVEN NEGATIVE A.S,D. DESIGN WITH ONLY TWO I OCKS .. _.._.—.... PRESSURE RATING. 90 9'-3" 9'-3" 9'-0' 9"-3_ 9n..__._.- 8'-6" _ 8'-b' 90 9'-5" 10'-t" DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W1 95 9'-O" 8'-9".---g-9"- 9'-0' 95_ 8'-3_. 8".-3" ..,. 95 .__.B_-_2" 9'-t0" L,-- MAX. SPAN FOR WALL MOUNTING SPS SYMMETRICAL OPPOSING 100 8'-9" 8'-4" 8'-6" 8'-9" It b'-1_ S'-1" 100 9'-0` 9'-7" INSTALLATIONS. CENTERMATES CENTERMATES -- `- "' L2-. MAX. SPAN FOR FLOOR/CEILING 105 b'-7" T-11" b'-4" b'-4' TOS T-II! 7_11" 105 8'-9_ 9'-4 105' .__. MOUNTING II4STALLATIOMS, 2 3/4" �* 3 3/16" Ito 8'-4" 7'-7" B'-2" 7'-11" 110. 7'-8" 7'-7" 110 8'-7" 5'-2" 0 MAXIMUM SHUTTER OR LESS -..-......_ ...._ ._.__...._.. _- 115 6'-2" T-3" 8'-0" T-7" 115 7'-6" - MAXIMUM SPAN-- —___ SPAN "L+" OR "L-"FOR 3 1/4"«"• 3 1/4" --- - — --- - TO THE MINIMUM BETWEEN "U+", "Lz+", ALLOWED 6'-11' 7'-t0` ...7-4" 120 7'-4` .6'-110 110 _ 8'-2` -._...g_-9__ INSTALLATIONS INTO WOOD -- T,.__— "L1-"AND "Is-` is n 125 7-10" 8_-B-B"- -T-8' T-0' 125 7'-3_'.. 6'-B" 125 8:-0_ 8'-5" SIMLL BE LIMITED 7U 105 USE 2 15/16" FOR HV`T"LOCK 0 W/ pal. DESIGN LOAD. 130 -,_..__7-B" ._, 6_-5" 7-6' 678" __13U ., T 1__.__-__ 8'-5^ 130 T-10" ... 8'-1" (4) MU TO AO BL SCHEDULE WITH FINAL USE USE 4 D V FOR HV H LOCK D AT ---- MAXIIAUMI ALLOWABLE SPAN NND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. 135 7'-7" 5'-'2 7'-4" 8'-6' __1 35 W-11" 6'-2` 135 7'-9" V-9' _—_ _. _ -_ __-- ---.._- --- A.S.D. DESIGN PRESSURE RATING TO 140 T-5' 5'-I1" 7'-3" 6'-3' ,- 140 6'-10" 5-11" 14- T-7" T-6" DETERIJI14E MAXIMUM ANCHOR SPACING. ...__.— _.-_.._ IIJSTALIATIDN C, WD 6'-0' 145 6'-8" 5'-9" t4S 150 J'-2' S'-7' 7'-0" 5'-10' 150 6'-7' S-7'._- 150 7'-4' _...7'_-0" CONCRETE a--.1 WOOD 155 T-0' _5' 6'-ID" -8" 155 6'-8" __T-3" H.V. GUNNER CEHTERIMTE/3 MAY BE - 160 6_-S'_- 5_-2" 160 -7_t" 6"-7" USED AT ALL MOUNIING INSTALLATIONS. LOCKING WALL A. B, C, D. E, M. N, 0, P, 0,R, 165 6'-10" 5'-1" W-13" 5'-4" 165 6'-3" 5'-1" 165 7'-0" 6'-4' SPECIFICATIONS SHALL BE AS INDICATED GIN MOUNTING F. K & L. 5 k V. _ 170 6'-b= 4'-11" 8'-7" 5'-2"_. 170 ._„ 6'-2" 4'-11" ..,,.170 -V-9-_ 6'-2= MANDATORY CONDITIfiIV M2 NOPE #5. SHEET S. F100R./CEILIIJC 175 _ 6'-7" 4'-9" 6'-S' S_-0" _ 175_ _ e'-1" _...4"-9" I75_ _-6'-9" _ fi'-0" .l _ L) G. H. I, 11 1 J. T, U, W do X. IBI 6'-8" 4'-8" 6'-4" 4_-10" _ 180 6'-0" 4'-b" _ I80 6'-8" 5-10' 1 EXCEPT THAT MAXIMUM SHUTTER SPAN L+"OR 1.-"AND MAXIMJM A.S,D. MO NTING + M. -------- pESIGN PRESSURE RAIING FOR INSTALLATIONS 11470 C014C,RETE OR CONCRETE 185 6'-5" -.4'-6" 8'-3" 4'-9" 185 5'-I1" 4-6',.._ L _ 6'-7' _ 5'-8 BLOCK SHALL.BE LIMITED AS FOLLOWS: 190 -5" 6'-2" 4'-7" 190 __ 5'-10" 4'-5'— V-6" 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMIIED TO +84,-72 p.5.2. / 1) �\/ BLADE 195 6'-3' 4'-3" 6'-1" 4'-8" 195 5'-9` •I'-3' 6'-5" 5'-5` AND 8'-0' SFAI, \ I Y 260 6'-2" 4'-2" 6'-0" 4'-5" 200 5'-9" 4'-2" _ 6'-4" 5'-3' SEE MOUNTING M ON SHEET 7. �- 205 6'-0' 4'-1" 6'-0" 4'- ' 205 5'-8' I'-1' 6'-3" S'-1' FLORIDA BUILDING CODE (High Velocity Hurricane Zone IIl JIi`; n A ���+.•,Y ®2017 EASTERN METAL SUPPLY, INC. /_71 ,_,�.� BERTHA HVTM 1 LEC d ENS. A�IS.S.A. Accordion Shutter System H.V. BLADE 1 w/aR w/o H.V. W HDOW BLADE i MA1137 American Shutter Systems REV.NA DESCRIPTION GATE DRAWN et: M.L. y( TILLIT TESTING k ENGINEERING COMPANY Association, Inc. I OLD IS-080 /02/I DATE: 08/02/17 •� ' 8399 TLV! Sem.91..51,.309,vIRGIA G.ROD15,FLORIDA 3]U i2 r',IE O Ph... (305)871-1b30.Fu.:(305)871-1531 4'L5tl West Road* urlvs 2 e-r West Palm Bach, FL 33407 DRAWING No `l l` n'I:lilluwOaol.wm 3 ;: �'•�pR10�,..''�4�,7,t4 `eg-oon6n9 Phone: (800)432-2204 . Fax: (561)209-8380 17-122 ;v WALTER A.T1WT Jr.P.E. 4 FLORIDA Lic.M 44157 1 SHOFEET 2 ANCHORS SPACING LEGEND uetlU116! pN.HOR• SPACING (In.l SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. j)FSIG N-A7 X I nAn Sl�n a r`r1RRGCPQNITIId(: I,!OIINT__ING TYPE FOR CONCRETE IN-_.ALLATIONS TAPCON WITH ADVANCED __ - (SEE MOUNTINGS A.B.C.D MID E ON SHEET 6) THREADFORM TECHNOLOGY BLUE TAP POURED CONCRETE TAPPER+ W1%IMu A WaLL HFADER L/OUN TING A WALL HEADER AIOUNTINC B WALL HEAUER MOUNTING D WALL SILL OUNT114G D WALL SILL OUNTING C& WALL HEADER/SILL VO/ W/ W/ W/ MOUNTING SPAN • AS.D.DESIGN NEGATIVE LOAD a/ A.S.D.DESIGN NEGATIVE LOAD •f A4.0.DESIGN N GATNE LOAD • AS.D.DESIGN NECA7NE LOM S (fl) _ .D;SIGN NEW L a __AS.O.DESICN_i5lrgE LOAD ._ .._ .__A.S.P. .... ... .. __ _ _ -. _. JO 40 00 75 90 12D 160 205 30 10 60 75 90 120 Ido 205 JU 40 fi0 75 90 120 Ifi0 205 30 40 60 73 00 120 IBO 205 30 40 a0 75 90 120 IBO 203 30 aD 00 75 90 120 160 203 1 , 0 B 6 0 1 12 10 B B B 6 _ i, 0 9_ e 8 __ 8 14 12 10 9 B _ 6 - 1{ .12 10 9 0 6 3.3 B B 0 B 0 _8 3•-0" ,4 /7 10 0 B B B S 1! 12 f0 9 B e 8 0 11 12 10 9 a e 6 8 11 12 10 9 B a B 3 11 12 10 9 d B e 6 .B B e B 1.0 8 OR LES 14 12 10 9 0 B e a 14 12 10 9 B 8 6 6 11 12 10 0 B ti B 6 14 12 10 9 8 B e - 11 12 10 9 0 0 d a 9 e e B B 8 B 7 tt 12 10 0 B B 6 4 14 12 10 8 B 0 6 6 11 12 iD 9-_e..8 6 fi 11 12 10 -9 8 7 - - 11 12 10 9 6 7 5.5 - B B B B B 7 S.5 4 ' 4-0" ,4 12 10 0 e e_A5 14 IZ f0 9 8 e 8 4 14 12 10 9 B 8 6 6 tt IZ 10 0 B 12 10 0 0 0 e - B 9 B B B 8 6.6 5 a` SEE f4 12 10 B B B 6 , ti 12 10 9 B 8 B 6 1, 12 10 9 It 8 6 6 14 12 10 9 8 B - - 14 12 10 0 9 B a B B a 8 B 8 7 S H t1 12 10 0 B B 4.5 - 74 12 10 9 B 8 8 ].3 to 12 10 9 I B 8 e fi 1, 12 10 0 7.5 - - - 14 12 10 9 7.5 5.6 - - 8 9 e B 7.5 5.5 / 3- SPECIFICATIONS 5•-0" ,4 12 10 9 B 5.5 - - 14 12 10 9 0 B I.6 - 11 /2 10 9 B B_ 6 5 11 12 f0 9 8 3 - 14 12 10 9 8--T- - - e B B a 8 7 5 / ON SHEET 13 11 12 10 B 0 8 4 14 12 10 9 B -e 6 15 14 12 10 0 B 8 e 6 14 12 10 9 8 - - - 14 12 10 8 B 7.5 - - e e e'a-'a 7.3 .3 4 14 12 10 9 8 3.5 3 - 14 12 l0 9 8 B 4.5 - 14 12 10 0 a 8 6 6 14 12 9;5 7.5 4 _ - 14 12 0.5 75 6.3 3.5 - __ 6 8 8 7.5 6,3 - 6-0' ,4 12 10 9-"a 3 14 12 10 9- B_ 8 - - 14 12 10 8 e 8 S.S_J.5 14 12 ID 9 4.5 - - 14 12 10 0 7.5 4 - - a e e 8 7.5 5.5 4 3 14 I2 10 9 0 S 1/ 12 10 -jl' 8 4 - 14 12 10 9 a 8 6 5.6 14 12 10 9 3 - - it 12 10 9 a B 8 , 0 6 4.5 - -0. 14 12 10 9 e 4 _ - 14 12 10 9 B 6.6 3 - 14 12 IO 9 8 B a - 14 12 _B 4.6 - - _ - 14 12 B a.5 3.3 - - _ e e e 6.5 3.5 3 - I! 12 10 9_4.6 - 11 17 f0 9 B 4 - 11 12 10 8 e 7 4 - 14 12 10 3.5 - - - - 14 /2 10 B a.56.3 ,{ 12 t0 9 7.5 l.7S 1{ 12 10 0 6 6 - - 11 17 10 0 8 9 B - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - B a 0 B 7 S 4 - 8,-0" 14 12 10 9 SA 3 - - /4 12 f0 8 _8 1_5 - - 14 12 10 8 B._ e _ _ 1/ 11 7 _ - - - 1/ 11 7 5.5 3.3 - e B 7 5.5 4:3 3.5 - 14 12 10 5.5 3 - - 14 12 10 9 B = - - 14 .12 10 0 B 5.5 - - 14 12 B.5 3 - - - - 14 12 8.5 7 4 - 8 0 B 7 3.3 4 3 _ •- 1{ 12 10 9 3 - U t2 10 9 e a - - 14 12 10 9 a 9 - - 11 t2 9.5 - - - - - 14 12 9.5 7-5 4.5 - - - 8 B 8 7.5 6 4.S - - ♦SEE LIMIjAT10N5 OF USE FOR 9,-0" 14 12 10 a.5 1.5 - - - 14 12 ID 9 7_5 -- 14 -1Y 10 0 B - - 13 B. 1 - - - - - 13 9.5 6.S 5 - - - _ e a 6.3 5 4 3 - _ BLADE:UI ON SHEET 19 14 12 a.5 1 14 12 10 9 4.3 - - 14 12 1D 9 7S - - - ,4 11.5 4.5 - - - - tt 113 7.3 6 _ B 9 7.5 8 6 { 14 12 10 6 1 - - - 14 12 10 9 7 - - - 14 I2 10 9 a - - - 14 12 5 - - - - - 11 12 B 6.5 - - - 8.5 6.3 I - - 10�-0" 14 12 .5 5 3.5 - - 14 12 10 9 5.5 - - 1, 12 10 9_ 8 ..._ - - 1_3 EA - _ 1.6 E.5 &5 - - _ _ _ _8 8 3.5 4.3 - - 14 12 3.5 3 - - - - 14 12 10 8 J - - - 14 IR to _.9 8 - __ - 14 10.6 3 - - - - 14 10.3 7 J.5 - .__.-... B B 7 S-5 4.5 3.5 14 17 -8 I.e 3 - - - 1{ 12 10 9 S - - - 14 12 10 B B - - - 14 I1 - - - - - - 14 1, 7.5 - - - - B B 7.5 6 S - - - „ 12 f0 - - - - - 14 12 t0 - - - 10.5 a - - - - - - 0.5 a a J3 - - -_ __ _ _ i4 12 4 i! 12 10 - - - - - 11 12 10 - - - - - 123 93 - - - - - - 2.5 0.3 a - - - - - 8 B6 5 4 3 - - 11 12 6.5 - 14 I2 10 - - - - 14 12 10 - - - - - !.3 10 - - - - - - 14 l0 7 - - - - - 9 B 7 S.5 4.5 - -z- _L_ 17 5.5 - - - - - 14 /2 10 - - - - - 1< 12 l0 - - - - - 0.5 7 - - - - - 9.3 7 3.5 __ _ B 7 4.3 3.5 3 - - 12-0"1a -,2 J - - - - - 14 12 B - - - - -_ 14 12 ,0 - _-- - -- 1.5 8.5 - _ - - - 1.5 6.5 4 - - - - - e B 5.5 4.5-4 - - - 14 12 5 - 14 1410 - - - - - 14 12 to - - - - - 2.5 9.3 - - - - - - 3.5 9.5 4.5 - - - - - B e 0 5 { - - - R-- - - - - - 14 12 - - - - - - 11[�12 - - - - - - 9 1.5 - - - - - - 9a.s - ' - - - - 14 12 - - - - N - - 0.5 SS - - - - - - O.a e - - - - - - B a -1412 - - - - - 14 - - - - - I.S B - - - - - - 15as6B s5 4.a- - 14 12 _ _ _ _ _ _ 14 _ _ _ _ _ _ a _ _ _ _ _ _ aa _ _ _ _ _ _ 863 _14'-0 - _ _ - t4 12 - - 1! _ _ _ _ _ .. 10 4 _ _ _ _ _ _ 10 75 - _ _ _ _ B 7.5 a 43- - - - - - ,• ,2 - - - = + SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES NEGATIVE I OAn AND A CORAMG MOUNTING TYPE FOR CONCRETE INSTA I AT)ONS (SEE MOU47I14GS E.G.A H ON S/I 35 6 S 7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(MI.. 1'c - 3 ksi) uAxmm OE WALL SILL MOUNTING I ©CEILING MOUNTING L^7 FLOOR MOUNTING ANCHORS SPACING IJEGEND - 1/4.0 TAPCOI4 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min. Cc - 3 k.1) SPAN - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINIS SCREW, BOLT A SPECIALTY COMPANY.(Min. Cc- 3 k4i) (R) A.S.O.D SIGN N GAIV lWD d AS.D.DESIGN NEGATIVE LOAD p1 A.S.D.DESIGN NEGATIVE LOAD p•1 TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. Y'c - 2 kpi) 30 40 60 75 80 LTO IBD TOS 30 40 60 75 90 120 760 205 JO 40 fi0 75 90 120 Iti0 205 'IFIREAUFORN TECHNOLOGY - 1/40 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL P08R5 SCREW,BOLT A SPECIALTY 14 12 10 0 0 6 S.S 14 2 10 0 0 14 2 10 B B B 8_ a -ALL POURS SOCIO-SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. - 12 10 9 B 6 In.V.- 3 kpi) 3•-0' - - - - - - - BLUE TAP W CAP NOTES: OR LESS14 12 f0 9 B_ 6 8 .8 11 12 10 9 e B 8 B 11 12 10 9 B B 6 5 / A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 1{ 14 10 0 6 e a 7 14 12 10 9 B B 6 6 14 12 10 9 8 B a e TAPPER+ 74 12 10 9 0 7 5.9 3.e 14 12 10 P B e 6 0 /A 12 10 9 0 B 6 5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4-0" _ - _ - - - - - 14 12 10 9 tl 6 6 3.5 A.2)MINIMUM EIABEDME14T OF 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6'INTO THE POURED CONCRETE.NO EMBECIAENT 14 IZ IT 9 e 0 0 1 tt 12 10 9 0 0 6 4.5 14 12 10 9 B_ 6 4 3.5 INTO STUCCO$HALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIS,AND 14 12 10 0 6 0 8 43 14 12 10 0 B 0 6 3.5 14 12 10 9 B 8 e 4.5 s6F uIR[ARONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.5 S.5 33 - 74 12 IO 9 B B 6 5 14 12 10 9 B 7 S.5 ! 6LNE t,/y`OU AIEEI Ip _ _ _ _ _ _ _ _ _ _ _ _ - it IZ 10 9 B B B 4.5 4.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON ME DUSTING WALT. OR FLOOR, O C. 14 12 10 9 B 7 4 - 14 12 10 9 B BS S 3;5 t4 t2 10 8 6.5 S 3.5 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEH114D SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 6 7.5 4.5 - IA 12 10 0 B B a 4.5 I{ 12 10 9 B 8 4.5 3.75 NUIES A.1)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDII4G OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR _14.12 9.5 7.S 8.5 4.5 - 14 12 10 9 0 7.5 5.5 4 14 12 10 9 8 6 4.5 s.6 INSTALLATION INTO EIFS WNH METAL STUDS SEE SHEET 2BA - 14 12 I O 0 B 6.5 5 3.5 6'-0" 14 12 10 9 7.5 515 7 - 14 12 to e.5 7 5.5 4 3 14 12 a 6.5 5.5 4 ! (B) TO EXISTING CONCRETE BLOCK:(ASTM C-80) 14 72 10 0 8 6 - 14 12 10 9 6 8.5 5 3J5 R 12 ID es B 5 4 - - 1/40 TAPCON WITH ADVA14CED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 14 I2 8 6.5 5.8 3 - - 14 12 10 0 8 65 4.6 33 14 12 10 6 7 5 3.5 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 14 12 10 9_7.5 6_b 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENORS DIRECT,INC. 14 12 10 a 6.3 A - - 1i 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 _ - - 1/40 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND OISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 12 10 8.5 7 4 - - I4 12 10 0 7.5 5.5 4 - 14 12 0 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 3.5 A - 14 12 0 7 6 4.4 ] - ._ - 14 12 10 B 6.5 6 3.5 NOTES: 14 12 6.5 7 3.5 14 12 B 6.5 5.5 4 3 - 2.5 9.5 8 S 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/GP ANCHORS AND TAPPER+ANCHORS LS 1 1/4"AND TAPCON W1DI 14 12 93 7.5 6 14 12 9.s B 14 IZ B 6 63 1 - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1', 13 9.5 6.5 5 JS - - i4 72 10 B 6.5 5 - - 14 12 6 6.5 3_ 4 _ _ B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOUD-SET ANCHORS SWW_BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO _..... D O' _ _ _ _ _ _ _ _ I4 12 8.5 7 6.6 4 - - -20 S.S. MACHINE SCREW USED 514ALL BE 1 / LONG MINIMUM SHOULD STUCCO ---- EMBEDMENT WTO STUCCO SHALL BE PERMITTED. 1/4"0 I 2' '0 14 1LIS 7.5 6 4 - - - 14 11 7 S.S 5 3.3 - - 11 0 5.5 1.5 },5 - - - __ 14 12 B IT.S 4.b - 14 12 6.5 7 6.5 4 - - 14 10.5 7 5.5 8 4.! - - EXIST,AND 1'MINIMUM FOR WALLS IYRIi NO STUCCO. 11.5 0.3 5.8 4 - - - - 14 12 9 7 e 4.5 - 14 it 7 5.5 4.5 3.3 - - 8.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAIELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FIAOR, 10•-0" _ _ _ _ _. _ 14 12 a a ..5... 4 _ _ U R ON _ __ _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED 14 IO.S 7 3 J.5 - - - 13 0.5 e.5 S A 3 - - 10 7.5 5 4 3 NOTES B.1)&8.2)ABOVE. FOR 114STALLATIONS ON VINYL SIDING OR FS WITH 0 WITHOUT META SILOS CONSULT THIS ENGINEER. 14 11 7.5 5.5 - 14 11.5 9 6 5 4 - 2.5 9.5 6 5 4 4 - - FOR IHSTALLA710N INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 e 3 14 12 B 6.5 8.5 4 - - 13 10 5.5 5 4 J - -_ - - - - - - - - - - - - - 14 IDA 7 5.5 4.5 3.5 - - (C) ANCHORS SWILL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. C. .... __. - _. 121 9.5 5 - - - - - 12 9 6 4.5 4 3 - - 9 7 4.5 --- 14 10 7 - - 14 10.5 7 5.5 4.5 - - 11.5 8.5 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E-D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. - _ _ _ 9.6 7 4.5 - - - - - 14 11-52-1 6 S - - - 12 9 6 I.S - _ _ ----- - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR AN IS 10 VERSUS - - &IIIlHS: 1.5 9.5 4.5 - - - - - 11 0 5.5 4 3.5 - - - B 0 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES 114DICATEO BELOW.FOR E.0.LESS THAN THE INDICATED.REDUCE 11.5 9.5 6 - - - - . 13 93 6.5 5 4 - - - 0.5 e 5 4 - - - - A14CHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDUIE BY THE FOLLOWING FACTORS. 9 6.5 - - - - - - 14 10.5 7 5.5 - 11 0.6 5.3 4.3 !3 - _-_ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TWE. _ - 12 9 5 4.5 4 - - - FACTOR 13'-0' 0.6 e - _ _ _ _ _ 10 75 5 4 ! _ _ _ 7.5 5.5 4_ 3 _ _ _ _ ACTUAL APCON W/ADVANCED 7HREARFORM TECH TAPPER + 2.5 e.5 - - - - - - 12 9 6 4.5 4 - - - 9.8 7 ! 'i - - - BLADE R EDGE ALL POINT SOLD SET BLUE TAP W/ CAP B 6 - - - - - - 1] 9.s 6.5 s - - - - 0,5 7,S 6 4 - - - - DICTANCE I.IIN. SPACING MIN. SPACING 11 9.5 5.6 4.3 - - - / E.D. MIN. SPACING3 1/2' MIN. SPACII C 3 14'-0' 10 7.8 - - - - - 9 7 4.S !.5 - - - - 7 5 3.5 3 - - - - D rl�- FUM OOIXPk7E CajoaE ELM POURED CONCR & POURED CONCRETE A Ppm�E ���RM _ _ _ _ """ -- WL EO•3 1/2' MN EO. 2 7 COIJCRETE BLOCK CONCRETE BLOCK WN ED.•3 1 113 B - - 11 ! 53 4.5 - - 9 6.5 4.6 - - - - MN.E -]1 2' W4 ED,-3 /T" MIL E0.•2 I/2' - 9. 7 4.3 - - - 3' 0.90 1.0 0.78 1_0 0.84 1.0_ 15•-0" _ _ _ _ _ _ _ _ .._ _. _ _ _ _ 0.5 8 _. ._ - - - - -_ _ -. 0.87 1.0 - BLADE WORKING 'p - - - - - - - e.5 6.5 4 - - - - - a.5 5 3 - - - IN UNISON ♦ 2 T/z' _ o.e1 Lo .. ._ ....----_---- - 10 - - 0.5 a 5 - 155 i3 4 - - - - - _ Y _ 0.71 '- -- - 0.51 _ - 7 - - 5.5 - - - - - 9 5.5 4.5 - - - - - 1 3/4' 0.9 - - - 0.43 - . --_ 10 7.5 s _ A: purees aan _ 16•-U" 6 _ - _ _ 4.5 3-_-._ - _ _ - 0.33 y,6 _ _ _ _ 6 4 - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) R('2017 EASTERN AFETAL SUPPLY, INC. BERTHA HVTM ASS I�r LTE C O �N1 . AA Accordion Shutter Stem H.V. BLADE#1 W/OR W/o V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REY.N. DESCRIPTION DATE IDRAWN BY: M.L. aT,�TF 11F 6355 NW.36th.St.,St..305,VQ'InA GWDENS.FLORIDA 3.116Association, Inc. 1 OLD IS-Deo /02/17 DATE: 06/02/17 � Phph- (505)871-1330 Fax 4268 West Road■ DriV. (}05)871-15]1 7 r3'•. 41 t4� p-mpic URewopm.wm Wsl Palm Baach, fl 33407 DRAWING NO Y :`f•OpID?',•' �'tl E8-0006719 Phan.: (800)432-2204 . Fax: (561)209-8380 N 17-122 l) ff'y�.Y1....••••.y 1L\(� WATER A.DP.E LLIT&. . PI� `*�E/DATE FLORIDA Hc. d 44167 6 SHEET e 13 OF 20 L C � n N4^ Z N N { 3 O dr' =T'I SN D n g _#'' m n z F` r s ^ CCO W lu R C n z J V j o Om WO Ci +DIY n >Z O xOM O�In W J ■ E O x =F VOI H W a V W O Z a. a 0 o 0 m 3s 1' o w5. C)ui In �{ N C :nom a Ino oW� < ■ o 0. OAS] c ■ 3= o¢zw O'mlol O T 1+ N#� Co� a�Qv . 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SHUTTER SPAN, NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTAL I ABONS (SEE LIOUNTNGS A.8.C.D Alto F ON SHEET 6) ANCHORS SPACING IEGIENO CONCRETE BLOCK TAPCON WITH ADVANCED MAXWu D WALL SWC OUNTWG D WALL NILS OUWING QE WALL SILL MOUNTING C &(T)WALL MOUNTING HEADER/SILL UIVAIL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING THREADFORM TECHNOLOGY SPAN _ (OLASO.DES1011 N GAVE LOAD. psf A.S.O.DESIGN NEGATIVE LOAD .f A.S.D.DESIGN NEGATIVE LOAD sf A.S.O. DESIGN NEGATIVE IOAD sf A.S.D.DESIGN NEDATNE LOAD sf BLUE TAP (n) AS.D.DESIGN NEGATIVE LOM .. --1 .._-_._ _.. - ._. ..._ -1-757-go ... .. .. ..-_ - 3U 40 80 75 90 120 160 205 30 40 60 75 90 120 16D 205 3O 40 60 75 90 120 180 205 3/1 40 80 75 9U 120 160 205 30 ;0 60 75 00 1201100 205 30 10 60 75 00 120 160 205 TAPPET+ 3,-0• 1 1 10 - - 14 1 10 9 0 .5 4 14_12 10 0 B _.5 1.5 6 8 6 8 7.5 5.5 1. 1 - 14 1 t0 0 B 8 - -12 /0 9 B e 8 ] 11 11 10 0 8 5 • 6 11 12 10 9 B 8 6 14 12 10 0 B B 6 6 14 12 10 9 B B fi 7 8 B 6 e B 8 B 7 14 12 10 9 8 e 6 - 14 12 10 9 6 0 6 6 11 12 10 0 7.5 6.3 - - 14 12 10 9 7.5 5.5 - - la 12 10 B 7,5 5.5 4 - B e 0 8 7.5 5.5 4 - 14 12 10 0 7.6 5.5 - - 14 12 10 9 7.5 5.3 4 _.._ 4'_D" I{ 12 10 9 0 7.5 - - 11 12. 10 0 B J.5 5 - 11 12 10 9 e 7.S 6.5 - 6 -5 8 6 e 7.s 5.3 45 14 12 f0 9 8 7.3= - 11 12 10 9 6 7.5 6 - E ANCHOR 14 12 10 9 0 8 - - 14 12 10 9 11 B 6 - 14 12 10 9 0 B 0 i.3 B B 8 6 8 0 7 5.5 14 i2 10 9 8 0 - - 14 12 f0 B 8 8 B - I/ 12 0 7.5 6 - - - 14 12 9 7.5 6 4.5 - - 14 12 9 7.5 6 4.5_._._ - 8 8 8 7.5 6 4.3 - _l4 12 9- . 8 - - - 14 12 9 [-7 6 4.5 - - SPECIFICATIONS 5-O• I4 12 10 0 8 - - - 14 12 10 9 • 6 - - 1,1 12 10 B 8 e _8 .,.8 B- 8_._ 8 6 1.5 3_5 t4 12 f0 • 8 6 _. - 14 12 10 8 6 - ON SHEET 13 11 12 10 0 B 14 12 10 0 0 7.3 14 12 70 9 B 7.5 4.5 - B B 8 8 B 7.5 3.5 4 14 /2 10 0 B - - - 14 12 /0 B 7.5 - - _ ti I1.5 7] 6 _ 14 11.5 7.5 8 5 - - - 11 11.5 .5 8 5. - - - 8 B 7.5 6 S - - - 14 11.5 7.5 6 4 - - - 14 11.5 7.5 - 8-0 14 12 10 8 4 __ 14 12 10 B 7 1 - - 14 10 7 S - 0 8 B 8 7 S 3.5 - 14 12 10 8 4.5 - - - 14 12 f0 - I4 12 10 9 5 14 12 10 B 8 4.6 - - 1 0 B B 6 - - 8 B 88- B e /.5 - 14 12 10 0 5 - - - 14 12 10 B 4.5 - 3.5 10 6.5 - _ - - 3.5 10 6.5 3 4.5 - - - 13.5 10 6.5 S 4,3 - - - 8 11 8_3 6 IA - - - 133-12-1-5 6. 5 - - - - 3.5 10 8.5._ .._ _ - _7'_O" 11 t2 0 5 - - - 14 12 9 7 .b - - _ 4 2 � 7 ..e - - e B B 7 6 45 - 14 12 97 - - - - 1{ 12 8 6 - - 14 17 10 6 14 12 10 8.5 7 14 12 10 8 5 7 - B 8 B B 7 5 4 - 11 1210 6 - - - - 14 11 10 7 - - - 11.5 0.5 5 - - _ - 1.5 0.3 5.5 1.5 - - - - 1J.5 5.5 +.5 - - - - 8 8 5.3 4.5 - - - - 17.5 5.5 5.5 - - - - - 1.3 B.5 B.5 1.5 - -7- -14- 14 11.5 7.5 - - - - - 14 11.5 J.5 6 4 - - - 14 L 7.5.,¢ 5 - - - B B 7.5 8 5 3.5--_ _.. 11 11.5 7.5 8 - - - - 11 11.5 7.5 6 5 - - - 14 12 9-5 - - - - - 14 12 9.5 7.5 4.5 - - - 1 1 5 7.5 - - - B 6 8 7.5 5 4.5 - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.4 - - 10.5 7.l - - - - - - 0.5 7.5 S 4 - _ __ - - - - 8 7.5 S s -__ _ - 0.5 7.5 5 - - - - - 0.5 7.5 5 4 - - - - SE FOR g'_p" 14 10.5 4 - - - 14 10.5 7 5.6 - D. _ - .B 8 7 5.514.15 3.5 - - 14 0.5 7 - - - - - 14 10.5 7 _ _ I U _ - BLADE l�Al ON SHEET 19 N 12 s 14 12 B 6.5 - - - - - - - e 8 6 B.5 Ss 4 - - 14-4 1Y -73 - - - - 14 Iz e Bs - - - 9 7 _ _ 0 7 4.5 - - _ _ _ _ _ _ _ _ -a- 10--0* 7 i.5 0 7 0 7 /.5 10•-0• 2,5 9 - - - - 2.4 9 8 - - - - - - - ___ B B 6 5 1 - - - 12.5 0.5 3 - - - - - 2.5 9.5 8 3.3 - - - 1{ 11 - _ - 11 11 7.3 - - - - - - - - 8 8 7.5 6 5 - - - 14 ti - - - - - - 14 11 7.5 - - - - 8.3 4 _ _ _ _ _ _ _ - -.....__ B 8 4 _ _ _ _ _ 8.5 .14 _ _ _ _ _ - B.S 6 4 _ _ _ _ _ __L...-_. -_ 1.5 0.3 S.5 - - - - - _ _ .. ._ 8 8 5.5 4.5 3.5 - - - 11.3 0.S - - - - - - 1.3 8.5 6.3 - - - - 3.5 10 la 70 7 - - - - - 6 8 7 6.5 4.3 - - - 13.5 10 - - - - 14 10 7 - - - - 7.5 5.5 - - - - - - 7.5 5.3 - - - - - - _ 7.5 5.5 - - - - 7.5 6.5 - - - - - - 7.5 5.5 - - - - - -_. 112'-0' 0.8 7.5 - - - - - - 0.5 7.5 4 - - - - - - - - - ._ B 7.5_5 / 3.5 - - _10.5 7.6 - - - - - - O.fi 7.5 5 - - - - - .3 9.5 - 13.5 95 i.3 - - - - - - - B 5 fi 5 ♦ - - - 12.5 0.5 - - - - - - 3.5 0.5 4.3 - - - - - 7 _ _ _ _ 7 S _ _ _ _ _ _ _ _ _ 7 S _ _ _ _ - _ 7 4.5 _ _ _ _ _ _ 7.5 5 -0b S _ _ 9.S .7 - - 10.3 B _ _ _ _ _ 8 7 4.5 35.._-. - - _9.5 5 - _ _ _ _ _ 0.5 71.3 6 - 11.5 8.5 - 1.5 B.5 - - - - - - 0 8 5.5 4.5 - - - - 11.5 b - - - - - - 1.5 8.5 - - - 6.5 _ _ 6.. 5 _ _ _ _ _ _ 14-0• 0 3.5 _ _ _ _ _ _ 0 8.6__ _ _ _ _ fl _ _ _ _ _ _ 0 0.] 1.3 3.5 _ 9 0.5 S. 0.5 4 _ _ _ _ _ 0.5 B _ _ _ - 1- _ 6 4.5= - - - - - - - - - - - (1[ HV BLADE OR 1 HV BLADE _ _ _ _ _ .__8.5 _ _ 15,-0 8 _ _ _ _ _ _ _ 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 6 4 _ _ _5 _ _ _ _ _ _ _ 8 _ _ _ _ _ _ _ ,D - - - - - - -D - -_ _- -_ -_ -_ - _ - - - - - 6TS54 - - - - - - - - - - ID - - - - - - - Wf 1A HV WINDOW BLADE S.S 1 _ 3.6 - - 5. 8 ,6-D 7.3 - - - - - - -_ - 7.5 - - - - - - - 73 5.5 35 - _= - - 7.5 _-_ - - - - - 7.5 = - - - - - - WORKING IN UNISON FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11f I1�;(`„1��• 1�/�/ .,,Y - 311 2017 EASTERN METAL SUPPL'/,INC. BERTHA HVTM -� ASS A I L I E C o �rr4 Accordion Shutter System H.V. BADE#1 W/GR W/D H.V. WINDOW BLADE 1 / American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.L. '* TILLIT TESTING & ENG114EERING COMPANY Q•• 6355 WRGRIIA GAROVIS,110AXI 3316 Association, Inc. I oto I5-080 /02/17 WE, 08(02/17 Cly •,� R' 4� Phone ('.05)871-15]0.Fax (305871-1531 4268 W6s1 ROode Drive 2 '`�^I•., ( .-mo9.l.1...0..L.om ) Waat Polrn B.och, FL 33407 DRAWING No E6-Go06719 Phone: (800)432-2204 . Fox: (561)209-8380 3 �7-122 L,��"}y,y�, WALTER A.TILLIT Jr.P.E. 1 P-.E�/S&,F�L'X•R1 vtE TE FLORIDA Li../44167 6 SHEET 6 14A OF 20 MAXIMUM DESIGN PR SS)RE RATING (F E) AND CORRESPONDING MAXIMUM ANCHOR-I" SPACING (in) HS O 11 F FOR A ;PIE h?AX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS Ie& 17). -E�; U B !E3TF;;ZZATE SOUTHERN P114E No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH o o. SPRUCE PINE P U DOUGLAS FIR W/ MIN. G>•0.50 W/ MIN. Gs0.43 W/ MIN. G=0.36 1/PLYWOOD DX 2p w�ISIIJ.Ge0.55, FIR NORTH FIR SOUTH P,IN� p.yj W/ W/ MIN. C=0.43 W MIN. G=0.36 MAXINUTA svul(III WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNIINGS CEILING MOUNT T FLOOR IAOUNTIIJGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL fdOUNTINGS B.O. WALL MOUNTINGS M, 14, 0 & R W & X M, N, 0 & R Wdc X M, N, O & R W & X P & 0 S &V S &Y 5 & V ...----_..__.... .......-__-....._._....__.._-... --.___....-._.... ... __.__....-_.... ....._.-... _.__...... ..-__...___. _-_.._------ ASO.usm"91 Rm8 ed9T W1 A59 TESTA ROM OEM 9)W,bJ ASA.RSW IiG1eE OMA INK(Pfl A1JI.14VA1 NUW IESM MOW)ASA RSYY wim MAK Rt161 ASA R9'A RrAITs IRPI/F WTG V4t Asa NLSUi IEu9.4 FEAR fiV10 w 9f➢01 f[CVE R69H IWK.b4 ASI Rs2l lewc Ri9RC YAIY IFI An R591 IFGAef R�FI,f _..._... _._..__ _... -_..._._... ....._ _.. ..__....._. -.._05130._-.._ ...._....J.._. ...._-... ._ _...._ .. ..._. .- -- - - .. _ .... - - - .-_... 30 40 60 75 50 OS 3U 40 60 75 5U 105 30 4U 60 73 90 OS 30 40 50177590 IUS SO 40 60 75 90 0` 30 40 60 75 80 05 3U 40 60 75 90 105 30 40 60�75 91 OS 30 40 fi0 75 90 105 30 {0 60 75 80 O5 -0".OR LES 12 1U 10 9 B 8 6 6 6 8 6 6 12 70 10 9 8 8 6 6 6 6 6 6 12 70 10 9 8 d _6 6 8 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 i2 12 12 12 12 12 12 q'_p• 12 10 10 9 8 8 6 6 ja4 8 12 10 10 9 B d 6 6 6 6 6 6 12 10 10 9 8 B 8 B 6 6 6 6 6 5 d 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 f0 10 0 8 8 6 6 5.5 12 10 10 9 B 8 6 6 6 6 5 12 10 10 9 8 7 8 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. - o ._ _ -_ - -. .._ ._ .__ ._.-._- -. ._ 8'-0" _12 10 10 9 8 6.4 8 6 .3 4.5 12 10 10 9 d 5 B 6 6 .5 5 4,5 12 70 10 9 8 3_5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12L2_12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 8.5 4 8 6 5 4 12 10 10 936 6 6 5 4 3.5 12 10 10 7 3_5 _ 8 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 10.58.5 7.5 8'-0" 12 10 10 7.5 4.5 3 6 6 3.512 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 d 5 ,5 3.5 3 6 54 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.3 .5 T. _. _. -.- _ ._-..- ..- . _9'-0" f2 f0 10 5 3.5 - 6 6 .5 3 12 10 9 9 - - 8 8 4.5 4 3 3 12 10 4 3 - - 8 6 3.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 11.59.5 B.5 12 12 ID 8 6.5 5.5 10'-0" 12 fO 7.5 4 - - 6 6 - 12 10 6 3 - _ 6_ B 4 5 3 =12 10 3 - - 66 4 .5 3 - 6 5 - - _ _12 72 12 12 1.59.5 72 12 12 10.58.5 7.5 12 12 9 7 6 5 5.54 - - - 55 - - - 12121212108.E 1212129.5871212 B 6.35.54_5 - 1'-0" 12 f0 5.5 - - - 9 6 - 12 10 4.5- - - e 5.5 3.5- - _ 12 10 __- - 6 t2'-O" 12 10 4.5 - e 6 - 12 10 3.5 - - _ 6 5 3.5- -_-_, t2 10 - - - 6 5 3.5- - - 8 5 ___.- - - 12 12 12 11. 9.5 B 12 f2 11 8.3 7 6 12 1.57.5 6 3 d 12 10 - - - _ 6 6 - - - 12 10 - - - - 6 4.5 - -__- 12 7.5_. - - - 6.4S - - - - 6 4.5__-_ - - 12 12 12 10. 8.5 7.3 12 12 f0 B B.5 3.3 12 p.5 7 3.3 4.512 10 --- 6 3.5 - - - - 72 7 - - - - 5.5 4.5 - - - - 12 7 - - - - .5 4.5 - - - - 8 3 - - - - 72 12 129.5 8 61 . . . 12.9.5 .5 54_ _ -12 - - - - - 6 - - - - 12 - - - 3 - - - 12 _ - - - _ 5 - - - - - 8 - - - - 72 12 11 9 7.5 5 12 12 B.5 7 8 4 12 9 6 5 4I6'-0' 12 6 - - - 12 - - - - - 5 - - - - - 11. - - - - - 5 - - - - - 8 - - - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 S 3 11.5 B.5 5.5 4.5 3.3 (-1 ) HV BLADE OR n HV BLADE W/ fl A� HV WINDOW BLADE WORKING IN UNISON' ♦SEE L4,Q II[x15 OF 115E FOR RUDE 011 SIIEET 19 } NOTES 014 ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SIX10 Wool)SOFFR SHAM BE AS FOLLOWS! 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No,2 YI/G-0.35(ND.S) - 1/4"I TAPCON ANCHORS.AS LANUFACTURED BY I.T.W.8UILDEX W/M11411AUI-I EMBEDMENT AS INDICATED At -DOUGLAS FIR W/G-0.50(MD.S.) EACH SECTION 011 SHEETS 16& 17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) DICEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) -IAIN. 1/2'CDX PLYWOOD(1966 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 ANO SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIO115. 4.ANC OR1 ASHALLNUFACB INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY, INC. BERTHA HVTE, -�-���------ A.S. �A. Accordion Shutter System H.V. BLADE#1 W/OR W/O RV. WNDOW BLADE American Shutter Systems pEV.No DESCRIPTION DATEDRAWN BY: Ml. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-060 /02/1WE: 08/02/17 .d 6553 11,W.3611,.51.,51s.305,VRGINW GARDENS.FLORIDA 3316 r Ph... (305)671-1530.Faa:(305)671-1531 4268 Wtlel Roada Urivtl 2 DRAWING No �A�,, ti� SCA .-moi1:1iLL.<ooaul.com West Palm Burch, FL 33407 ) EB-0006719 Phone: (800)432-2204 . Fax: (561)209-B3B0 17-122 t•7 `�',•....• ''C.�`4�i',Il WALTER A.11LLIT Jr.PP13 T P.ESA1fNl�7RAP�/J)AIL FLORIDA Ll.p 44167 6 1 SHEET 20 e INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (E HV & ( HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 6)ONLY SHALL BE LIMITED TO 105.0 s . A.S.D. S G PRESSURE RATING. SEE SHEET 9 FO MAX SPAN & A.S.D. --- DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & k WORKING IN UNISON r-1/4"0 IORM WITH LOGANCED % THREADFORM TECHNOLOGY W/ 1 1/2"Min. PENETRATION 1/4"4 7APCOfJ WITH ADVANCED --- -- ( OF TIIREADED AREA TO ! THREALIF OHN TECHNOLOGY -_ FT +( Ex157II4G WOODIIEAOEk. - W/ 1 1/2"Min. PENETRATION 4 I TOUR (SEE SCHEDULE ON SHEET 15) OF THREADED AREA 10 EXISTING WOOD HEADER. ( MIN.5EPAR400N j I Ei1SYY(Y51U11� , (SEE SCHEDULE ON SHEET 15) ` TO GLASS(SEE SChlt.FII£BLADNE�LEvvFo_ -HC 7yl oR 1 �'� r wn. UJ s/ Is FOR '� 7A�lY /•�, OR 18 11�'s/20x3/4"S.S. MACHIWE SCREWS EXISTING M -� I I -1LJEO EO-- �W' 1 4"-2U NUTS 6 12"O.C. GLASS--7 �-�ORQ L WALL-7 FIIJISM I ,'n.I j I I 5,. ...I�1-OPTIONAL T 1 \\\ , WALL I :I , d I I .µ� � 2�� \ EXISTING MW. I 1.-1 1 111 ILJ� 1.:.:,., f:1J FINISH ,R" HE2"x4^ EGUI OOR ®4 Y,ISTrG h.M. k HEADER REOUIREO - " - DO " 2,4"WO i L +- -1/i"o TFPCON WITH ADVANCED E HEADER REQUIRE E%ISING 1IU SEPARATION THREADFORN TECHNOLOGY CUSS TO GLASS(SEE ' MNL SEPARATION ! I 2'k4"CONT SILL 1 1 W/ 1/2"Min PENETRATION 1 SCHE7XILE IXJ I TO GLASS I PLATE REO'D. I 1 OF THREADED Rp OF AREA 0 U PLA S5��FFFFff yy /� 1 " n FOft(LUE(1)ANO EXISTING IF'--'-(SEE SCHEDULE'"-- —' 1' I I Ii + � TE' IXJ SHEET 1s FOR GLASS-1 ON SHEET I1) -I i 1I_ - 4 (SEE SCHEDULE ON SHEET 15) OM ON WALL HEADER INSTALLATION CN�ITV WALL. HEADER INSTALLATION OO HV WALL SILL INSTALLATION -----._.._..... ........— "-- LI EPARATION EXISTING -- -`- - To SEPARATION TO GLASS MW. P I l I GLASS-'I; MIN. GLASS' 1 .-....,-___ O GLASS �� -(SE SCHEDULE— • TO GLASS I --- Ex:STNJC ° �(SEE SCIIEDULE-'-- I --li' Ex6TwG ( �� ON E SHEET 11) i 2'.4"CUNT. —(SEE SCHEDULE I I GLASS- tl 014 SHEET l ) RI d GLASS-+I ° WOOD PLATE ON SHEET 11) c l 1/4"'o-20.3/4"S 5 //4 5.5. _ REO'D.-1 (1 ( I...._IIT MACHINE SCREW !1 I e 14ACHINE SC 4YJS 1 I ._" I/4"-20 NUTS 6 Y// I li \ ( USING 1/4"-20 NUTS -WALL ' 12 OC • 12"O.0-. I FINISH I _ - >:. n i OR18 4'CONT.- I, � 2" { •-02 R� WOOD PLATE I � ; _-EO I_EO_ I"'f�—,111�1>;•11LU1> � �l REO'0. -1"Min. _.1/4"o TAPCO14 WITH ADVANCED Ljz' ' 7HREADFORIA TECHNOLOGY -1/4"o TAPCON wrtH ADVANCED TAPCON WITH ADVANCED 1, '1 1Y/ 1/2"Min. PENETRATION OF r ( THREADFORN TECHNOLOGY B(JIF THREAOFORf.I TECHNOLOGY THREADED AREA INTO PLYWOOD. 5 W/ 1/2"Min.PENETRATION Of 1-SEE SHEET 4 FOR TYPICAL I 'f 2 4 CONT W/ I 1/2"Iain. PENEIRATIOIJ '.1 ( ( (SEE SCHEDULE ON SI4ELT IS) _ 1 THREADED AREA IIJTO PLYWOOD. SHUTTER ASSEIABLY. $ILL PLATE ! OF THREADED AREA S (SEE SCHEDULE 014 SHEET 15) 2-MOUNTING SECIIOHS CAN BE REOb. `-WALL 'AT OF IYOOO PLATE. I -L` I I EXISTING NIDI, 2"14"STUDS , COMBINED IN AIIY WAY TO i ll ( ) i--- E 1TI O.C. MAX. REOD. - _ - FINISH SEE SCHEDULE ON SHEET 15 '-1/2"IAN. COX PLYWOOD REO'D. SUIT ANY INSTALLATION -- - PLYWOOD TO BE ATTACHED TO 1/2"MIN. COX__ -WALL FlNISII 1 EXISTING MIN. 2".4"STUDS O OZ,MAX. RED'D STUDS IN ACCORDANCE WITH PLYWOOD RCO'O. uu PLYWOOD TO BE ATTACHED TD STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. �lyV WALL SILL INSTALLATION ♦SEE LIMJAIATIO145 OF USE OF UYIRH SECTION 2322 OF THE F.6.C, 4 In' Al S TA BLADE iU ON SHEET 18 HV WALL SILL INSTALLATION /r •' FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.SI.S.A. Accordion Shutter System H V. BLADE#1 W/OR W 0 KV. WINDOW BLADE American Shutter( Raods Drive Systems REV.N0 OESCNIPTION DATE OWN BY: N.L. TILLIT TESTING & ENGINEERING COMPANY -uri'•'' a`'!'�+C•JI :Al's,",� 6355 N.W.3611.31..Sla.30.'..MGnM V% ENS,FLORIDA 5316 Association, Inc. I o1D I5-060 /02/1 DATE: 06/02/17 ma=y-• ,�' Ph4 :(305)8%1-1530.Fsa:(305)671-1531 4286 Was2 DRAWING No 4-man:uR•c0000l.com west POIm Beach, fL 33407 3 J7 Yy(,Jti 11 EB-0006Tls Phone: (600)432-2204 . Fax: (561)209-6360 4 7-1 22 `` J 11 WALIER A.TILLII Jr.P.E. REQ'SEALJ�hi9TUREjDATE FLORIDA G4.Y 44167 3 SKEET 6 is OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV* BLADES (AS APPLICABLE) MAXSHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HY BLADE niONLY SHALL E LIMITED TO 105.0 psf. A.SD-. DESIGN PRESSURE RATING. SEE S EE 19 FOR X SAN & - WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE CI)& A WORKING JN UNISON 1/4`0 7APCON WITH Ea EQ 2"1.41N.—­ rAD -1 .-EAPPLICABLE) `AATICED THREADFORIn 4'x8"(INnJ EXISTIfIG - —_ -- '-- -- -- i-EDGE(IF TECHNOLOGY W/ 1 1/2Alin' W000 BEAIA REQUIRED. -" .:_.__.__... PENETRATION OF THkEADED STRUCTUfwL I AREA TO EXISTING WOOD OF E%ISRNG WOOD BEAIA 1r -- -". .....-__._ -"_"'-- HEAOE. t/4"b-20x!/4"S.S. TO BE CERTIFIED 13Y -- - - - _ EX15TING WOOD (SEE SCHEDULE OIJ SHEET 15) _1,Min _ PHILLIPS TRUSS HEAD REGISTERED ENGINEER OR Fja --E - -- TRUSSES OR ,JAACHINE SCREWS / ., 1 1/2" 1/2 RAO. EREOUIRE" I'aY ttY2YtlYl t, 19 I-EO- EO- �4-C3 ` 0 NUTS ARCHIIIICT STA(1 TO w-...---- _ SHUTTER INSTN.LA110f1 _ I/4"0 TAFLO14 WITH -.._ ADVANCED THREAOFORM '.' _ _ -- EXISTING SOFFIT TECHNUI OCY W/ 1 I/2"Alin I 314'Max.THK\ .257" PENETRATION OF THREADED` i) AlaxAREA 10 EXISTING WOOD BEAT. rEU #14x3/4" -Ep EU `x4`-16 CONY.W1 TUBE OPTIONAL (SEF.SCHEDULE OH SHEET 15) S.fJ.s. (6063-T6 ALLOY)W/O 6'O.C. 1 OE Q OF J EACH/RAFfERUOR TRUSS.REWS 1Oor �3 oI 1$ I I J ILOCATE(!G SCREWS AT : MIDWIDTH OF EXISTING WOOD MINL.... 6 t ___U I I MEMBER.(7`Min.NOMINAL WIDTH) ._HEADER EQ'2`x4' EACH EXISTING-i HEADER REO'D MIN.SEPARATION OPEN HOLE A7 ACCEPT '/ Ti 2"Mtn. PE.VALID F OF GLASS �I ....._._ STUD A ACCEPT -1. THREADED AREA. 7 FOR i0 GLASS I I IL'Ji INSTALLATIONS WITH II (SEE SCHEDULE ON SHEET 11) - EXISTING I' AT CENTER OF TUBE �I I MAX ASU DESIGN LOAD' 1 G1A55_J I I I � t p� .. . 5/18 a TAG S MAX.SPAN THIS INSTALLATION 15 ONLY V ALD 10x �I I1 w1 PNVx QS HV WALL HEADER INSTALLATION OtR E7 ry io AE <fE FOR WOOD W/LIIW. SPECIFIC 1 1aKr eIN+o EXISTING 11 M of MA1 I I I ,G ,♦ FIR OR SfiUTHfRn PINEGRAVITY OF 0.50 AS «f nu 2. I rw s1_)A y a,sKEEr 19 FOR 1 DR rIO7E5: —li-_._.____ OR ®� I �:l-,a OR EQUAL. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSLMEILY, ----" -� 2-MOUNTING SECTIONS CAN BE COMBINED W ANY VIAY TO SUIT ANY INSTALLATION. �•1T iHV CEILING INSTALLATION (U SHV CEILING INSTALLATION --(jI-OR '4.N♦ IMIN.SEPARATION tl I II=nOaRDYJl[aAaOlLa,�au[Tn 1,! 'S GLASS MINTSEPARATION EXISTING (SEETOSCHEDULE O GLASS "1 SUET 19 GLASSON SHEET (SEE SCHEDULE ON SHEET 11) U ) L::ISTING y \ ; GLASS i I I ALTERNATE WAIL--� _ 1 a I 1 1 ANCHOR I I EXISTIH I ,LOCATIUIJ GLASS- 2"x6"MIN.WOOD 7 )/b"11111. FINISH;' I,I I I 1/4'- ___ "� ml #10x3/a'HEX -DECK REQUIRED ©' 7O-~ I IIT �._—WASHER HEAD TEK _--_ %r (NO FINISH ALLOWED) IL-"JI I r NI SCREWS O 12" 2"z6"I.IIIJ WGOD 13 oR� DE REUUIREU(N' F.� - _ -- 7- EDGE OF DECK t47 _ FINISH ALLOWED -- �_ IF APPLICABLE EDGE Ui DECKS ^---� _ _ �Ep-_-Ep'_�I/4"9-2Ux3/4"5S. _ 1/4"0 F.H. 7APCON WITH Wi f —I/4"9 TAPCON WITH 1"� PHILLIPS TRUSS HEAD IF APPLICABLE �_" EDCE ___ -_ __ AOVArlCEO THkEADFORM IAACIIIHE SCREVi5 � r - TECHNOLOGY W I 1 ADVAlICEO THREADFORM Min --_- OF _ ._. ...,._ ._ F /2`Min. TECH14OLOCY W/ 1 1/2"AMA W/ 1/4" 2O HOTS 2' /dIN.-r->-�— 2 MIH— DECK IF - - PENETRATION OF THREADED PPL CA 1 PENETRATION OF THREADED O 12`O.C. '----—�. � I BlE `NTN.— AREA O MIDWIDTH OF WOOD 2 x4"CONT. ARE,O MIDWIDTH OF WOOD 1/4b TAFCON WITH ADVANCED F THREADED TECHNOLOGY-�— 5 (SEPLAEE. / SILL PLATE I/ PLATE. W/ 1 1/2"Min. PENETRATION OF THREAOEU AREA 11JT0 Y/000 DECK. (SEE SCHEDULE ON SHEET 15) REO'0. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE uM ATKXiS OF USE of l�L ill euUE 1_n;aJ SHEET Ili tX1 HV WALK-OVER INSTALLATION iV)HV WALL SILL INSTALLATION WJ HV FLOOR INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 1{ '� 0 2017 EASTERN METAL SUPPLY, INC. L,{'`�.1`�r.Ji,�, r.. BERTHA HVTM ( A Accordion Shutter System _ 'LI 6 C. O 1 N c. ■ . ■ ■ H.V. BLADE #t W/DR W/0 H.V. W1Noow GLACE s /� American Shuster Systems NEVA. DESCRIPTION DATE DRAWN BY: M., TILLIT TESTING & ENGINEERING COMPANY ,+� Assoclatlon, Inc. 1 OLD 15-080 /02/17 DATE: Ob/02/17 "PIC b):3 fl Yl.36N.U..$b 305,VMl-CA90ENS.FLQPVA 35,_.. 4268 Wast R (305)671-1530.Fu :(305)871-1531 oada Drive 2 DRAWING No west Polrn Beach, FL 33407 "vl 1 e—moil:IIIIecoO.w c•m 3 r ';�URIU .•''.�a4,, EB-0006719 Rhone: (800)432-2204 Fox: (561)209-8380 i 17-122 ' I` WALTER A.OLOT Jr.P.E. N. �Lri' "•'• S''' ' FLORIDA Uc.#44167 S • f4:E.srEyj� ,lATVt(1yopTf SHEET e17OF 20 END INSTALLATIONS J) HV & (1At HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 2 S NLN. WOOD CAOUE)_ AD CEO TH WITH I ___. ._____. - WOW STUDS,(AS APPUGBIF) \\ f \ ( AD TI TW 8'JI DE STUD ull J.WOOD -WOW iTUUS. TECHNOLOGY Nw B'JIIDEX I STUDS REDO. _214'IB,I.WOOD �:I\ / / (AS APPOCAHI.E) AHGNORi O 6'O.C. ', / ; STUDS REO'D. FYRSII• I PENETRATN)N 41T0$N05 OR `, •\ %� •"'" \\ % \ / H1 pv; L%' Y./LYII. 1/2•T'O'..E0 —_ E%ISYIIID GLASS—. I ;!''. r^` I PENENiAIIpJ TO 1/2'W% I f PLAVOOD IF NO STUDS EXIST i E%ISTING GLASS ,1 /`` 'EXISrxIG GLASS �I / \ ;� ! -_ � \ EXISTING CLASS 1/2- M COX I' • - L.. /EO EO\\ \ -..-1. uW SEj`WKl` _... , .'9 _ s•:c-=.. I PL)WOOD.\I / \I IU DASS(SEF •-1/2"+AW.LUX -- __ --- 1411.SEP—illN _ AIN.6EPAMMN - IMI.SERARAM' SC11FT%AE pI AEET PLYWOOD. ..... TO p 3(S!I - -- TO p/.4(SEE TO{USS(511 11 FOR&1DE IDMtl 1/I6`r 3"IJ ` VIAL[-' PLYWOOD. CDN _ ]01ElYJlE OJ SHEET .. Sp IOX#F IXJ J'EFT 9L FOLIE ON$l4El WI 9EET 19 FCFt : r-1J (6063-T6)CONT. FINISH =1/2'MW.CO. 11 FpT @POE't IPFtl 11 FOR&ADE rjlMtl 1/9 I 11 FOR BLADE Q1Ntl 61Ar[S,�k y7� ALUM.CLOSER _ PLW:OW. 10'JOR 19 FOO Wµ1 pl SHEET 19 FOR ON SHEET I9 FDA I 2'i arD,-s n a:yl &Arts i%x A-y --� - �.� B1/DES Q)61 to 1/2'M.N. PLATE.(LOGTE / FOeSH- A7 EITHER SbL 1.1111. L._ OF�) __I %ou«�W�ar}w1n•FF m-a --..� / 7f;; 016 U.C. 3A1.s. 10h16 O.0 /y14 _SEE DETAIL X FOq,.; ! Ilourt xr mnaF,Jx ar(yll ,[ i q� SIDE CONNECTIOII • lv OR�IA / SEE DETAIL X FON- 11 OR'LLY4 TO)RACKS SEE DETAIL X FOR_ �Y 1 �r 8•17:-e)-: SIDE COI01E[TION Q.{3 (8 7 61.'1�I•d SIDE CWINECTION "�'-(J•7O-4J'�,fj'- tiT-+�-U ia•i3- -�G-C s - dj'2 ro rRAI;Ks e}•ij-:8 ,.t0:.y1... �-�. TO TRACKS 4�a•@-(i•i3_J.�3• (j)C7) v-1_6 C, . _0I fa i� a3, .T e - r, r . •, C;•�j•Q,.:sl. ,�T..qg ,3'•(e;.rl•Zi- (T (7 (s: i ,a n3 43 13:.y1-!11.,1(- �s•ty.13'•�y,G•Qj• J.4l-�9;• '-fj•93: y i•9§'-45'yg',.:Bi.9J" :8 yg,:19j.,L,..i14.4S` t8i•y'�:,,{ •�,Ils•� END CONNECTION DETAIL t71 END CONNECTION DETAIL 1,81 END C014NECTION DEMI'91 END CONNECTION DETAIL (L0� 1/4'P TAPGON WITH 1/1'A TAPCON Y/IM--- - EXISTING i pE0UWE0 WILY FOR SPANS GREATER THAN 12•-0' EXISTING CLASS (ADVANCED TIWEADFORI.I MV:.YICED THRFADFORM ' --CLASS TECHNOLOGY(TVI BNLDEX TECHNOLOGY RW BUILDER 2`x1"LWl.V I NJCHOAS Y//1 1/2"uu1. A'ICnpRS W/ 1 /2'MW. 1004.., TIREWED PEHETNADWI THREADED PEI+ETRATION IIUxI/2'S.D.S. 011.5(J'IiWRJf+ ♦ SEE LIMITATIGNS OF USE OF AWJ.SEPAAAMYI STU05 RED'D- WTO STUDS O 12'O.C. WTO STUOs O 12'U.C. 018 O.C. 10(XAss SEF _ ( BLADE tA.ON SHEEP 19 1/2'MIN. •- ro pwn(AEF l sp1r711AE rA+ALEFT I � ii'F�aaIXi�E1� 1 4 j-✓ i 4 r�. 1)FOR TAAIx ij)Mtl .l (A StET 19 FOR I - IX6i,•o -151 BLL:Es:r:&,a 1w r n ! 6MIN ,DR(8)CR(poN _.. _ l Z:aliI.F(�ORiI j•, ;.y�r,10,•i7)ulph(1•g:•A„�Y ,:WALL FINISH 2•x4"IAIN.WOOD WM 1. ) ;'••9j•,�i. JniD:.73., ylEw Y L9' '63••Q4-Ifi,.n3- STUDS REO'tl - FN11511- 1p.q�.-�..9-:);,,,I,- PLAN 7-rT.x41. - a'G•tiT.l'e!•i41.1&- 73,yg,,.I�J,,.O:..,'e,•(i;- 'T3:,ye.:y3.13-;e,•IL- L:•yg;-,�9.y'-3:.:;i 9.t s; :e,.�.-:1�.j y:,.:i e y s DETAIL X IND CONNECTION DETAIEND CONNECTION DETAIL 121 FLORIDA BUILDING CODE (High Velocity, Hurricone Zone •,•`yt•��\-' ���J,+:- ®2017 EASTERN METAL SUPPLY, INC. ,s�Eros '..I'p` BERTHA HVTM 7 Ti:L E C O �w�. p Accordion Shutter System ■ ■ ■ ■ H.V. BLADE int W/OR W O FLY. WIN'DO'W BLADE American Shutter Systems REV.". DESCRIPTION DATE DRAWN By. LLL. ..p,, 'E(�,,;,p•(F TILLIT TESTING & ENGINEERING COMPANY cr Q dJ55 NW.361K.SL,SU.305.VIRGINIA rJROENS,FLORIDA 3316C Association, Inc. I OLD IS-OBD /02/17 DATE: 08/02/17 rT 4268 We9t ROO& Dd- A,` •�••.,�l, 6 + (JOS)B71-IS]U fax (303)871-1531 3 Pnona � mau: uus<o>9ooLown rues[PGIm Baoch, FL 33407 DRAWING NO �E .1 1e-uuu6n9 ! � 1, Phone (800)432-2204 . Fax: (561)209-8380 A 17-122 / � WPITER A.71LLM Jr.P.E. P.E:S��I�PT)1RL�DATE FLORIDA LIc. p 44167 6 SHEET —._ ----_ 6 18 OF 20 • GENERAL LIMITATIONS AND CONDITIONS OF DISE FOR BERMe UNISON WITH W WINDOW BLADE '2] 22; _._- q I 1.MAX.AS.D, DESIGN PRESSURE RATING: 4110,- 110 p.4.1. A G (O� N Y T U 2. MAX. SHUTTER SPAN:98'. 3.ATTAINED I.IOUNTINGS:0.D,G&hl ON SHEETS 8,7:AS WELL AS M U14TINGS IA, 0.T, U&W ON SHEETS 16& 17. ONLY CENTERLIATES C2�2(Pl(BOTH VI/VOR Q)ARE ALLOWED WITH�I r R21 ARRA INA SYIA OR OPPO G lA 01R. IN CASE OF OPPO5111G YOUI,pS)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF r --¢4joR25� CENTER 1510,(4) _ J y 5.(A)HV WINDOW BLADE 1 SHALL ONLY ALLOW A WJOMUM OF 5 OPENINGS :161d(�� 1` (}y HOLES)FOR 04 PER LADE AT SPACINGS SHOWN OIJ SHEET 4. TY;-. EA.ENO ' OF NTN. -0 HOLE F R TOP I 12'.A EDGE OF IN WIIJOOIY BLADE O 4L_ ///---��L ` /A�., /T+, //�', OF ANY 3'6 MOLE FOR O4 SXALL BE 12•. r.uX. 5 WINDOWS `', `; / 1, / (C)FIRST OR LAT BLADE COMING OUT FROM STARTERS AT ENDS MAY 8E IN ALLOYED AT HV- 144 0 Jf 1l' WINDOW BLADE ny WINDOW BLADE 9T (D)HV WINDOW BLADE 1A MUST BE USED ALTERNATE TO A SOLID HV BLADE 1 1 / 0 0 THROUGHOUT SHUTTER'S�(yIUTN. O A Yf 1�!' (E)CEdJERMATESEITHER SHALL ALWAYS BE INSTALLED ADJACENT 70 n SOLID HV Y � BLADE 1 AT EITHER 510E OF THEM. '9 (F)POLYCARBONATE NV WINDOW N�4 SHALL 6E INSTALLED 50 TABS FACE I , THE INTERIOR Of THE OPENING BE71JG PROTECTED.HV WINDOW 44 IdUST BE SEE END ON //�� /T, ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVI D BY ASSA, COFMIECT0. i• iifi L,( l'/ INC. OETARS ON SHEETS il YG lllddd 10 L EI TY. 1161 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIO145 INTO WOOD FRAME FVLL HEIGHT.—• } p§64 a BUILDINGS ON SHEET 15,AS LIMIIEO BY SPAN AND DESIGN LOAD(SEE NOTES )qi 1 - 144b1: 1 &2 ABOVE), TYP fYP S9zg^ Ill 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IIJTO POURED CONCRETE OR CONCRETE BLOCK WALT.ON SHEETS 12& 15 AS LIMITED BY SPAM AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE: ^"T(TYPETOP ArOR RED'REMENIS) %,-. - I SHUTTER SPAN MINIIALIM SEPARATION TO GL45S D , , s3 W -i31GR2.41GR(sl.( )J ...._--.___....__-___..____ UNLIMNEO 111011--___ _..__._._-___.__. 96'Max. 5' ELEVATION IAN.SEPAFe.00N 10 GLASS EXISTING GLASS- -(SEE WALCULF ON SHEET 12 FOR fXAOE']i _ 1-� AND OFTHIS SHEET FOR HADES _ ":9TIL40OR 65 (SE 38nVE) t; /--\P TYP. SYMI.�l RICA CErITEH11AIES IE 1Y/(2J!OR Y!/Oy,J"(SET 1JOTE ABO'E) TYPICAL 1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1)SHUTTER* FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ....,'L// 40 2017 EASTERN METAL SUPPLY, INC. C`w ;1 xBERTHA HVTM �L E C 0 ... Accordion Shutter System H.V. BLADE X11 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV.Nn DESCRIPTION GATE DRAWN BY: MAL r1: TILLIT TESTING & ENGINEERING COMPANY r1IATE Of 6385 N.V,36111.SI.,511.305,VIRGINIA GARDENS.FIAINDA 3316 As50CIOtian, Inc. I OLD 15-090 6/02/17 DATE: 08/02/17 Peon, (305)871-15)0.Fox:(305)871-1531 4268 W-1 Roade Drive S DRAWING—.11:On.c0000Lcorn West Palm 8800, FL 33407 3 WING N0 {�1 ....•.(r;+.y LLI EB-OW6719 Phon6: (800)432-2204 . Fox: (581)209-8380 J 7-122 VMLTER A.TILLIT Jr.F.E. P:Yr.$EK�nTa6At ftF,(Ii>t1E FLORIDA Uc.1 44157 5 SHEET 4 19F 20 REQUIRED MINIMUM VARIES _ INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 01 p 2.000-M...l '6'x 1 1/2",0.035' THICK ___ — MIn.ASTIR A-653 CRADE 40 T 2 'Aa= INTO METAL STUD WALLS * �. °°'" �L--------------- Llln. G-60 CALV.STEEL w 436 METAL STUDS AT 1B"O.C. I 1 _-- ---- e 6 O.C., 40 47 41'Os. 0 .47s" ,k 3® 1/4"o NOMINAL Low. W W � GENERAL ALUMINUM SLEEVE i 1- -`_r43o )p oy� FOR BERTHA HV BLADE ACCORDION SHUTTER 6C 63-TS ALLOY I-REQUIRED MINIIauM 11 / �A'' '/ I SYSTEM INSTALLATION TO METAL STUD WALLS 1 3/4'.6 1/4"a 0.0]5-RJ1GK LIin.I 43c O o oc. ___ _ '' ,... - SEPARATION TO GLASS SCHEDULE CONI.GALv.SIEEL TRACK CNrVIN1l�I / / ,I j I 3Mo.. ASTM A-853 GRADE 4D Nin.G-60 I c 6"o.C., 3g- I t 1. MAX. A.S.D. DESIGN PRESSURE RATING: -1-75, - 75 p.e.f. GALvuRtEo FASIENFD 10 STUDS 1 �EXISTOJG FINISH I O N MINIMUM T W/(2)/6.1/2'TEK SCREWS ON I PS APPLICABLE INTERIOR&EXTERIOR FACE I �i gg 2. MAX. SHUTTER SPAN: 84" SEPARATION - 43c LENGTH + It EXISTIhIG GLASS--� _MIN. SEPARATION_ p TO GLASS TO GLASS Ir 5 3. ALLOWED MOUNTING: MS ON THIS SHEET. 3 1 4 43 1/4-0-20X3" BOLT (SEE SCHEDULE) N ri-. (rraJ `vW/(2)4 / MUST PENETRATE 43c 1" EXISTING FINISH j-�I 4. ONLY ENTERMATE 21 HV LOCK ARE ALLOWED AS APPLICABLE .i / e WITH 21 ARR $GED A SYMMETRICAL LAYOUT. REWIRED w"R"M 1I o B"D.C.I �)jl' ! - USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 0- i " (I 3/4',6 1/4,0.035"THICK MIR f cam.aLv.STEEL TRACK CIWMEL.� q3G ` r--43a ,i INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 4,1 .250"ASTM A-65]GSTEN AO NIS.c-60 —__ - CENTERMATE. -�_W1VM111E0 FASTENED IU SHOO I 1 6`O.C.wa(2)X6.1/2"IIEK SCREWS ON I 1" or•WIEFIUK Y EXTERgR FACE 1 ! ry 1t/40-20 THREADS Min. _ _ Wj( 11 3B ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43C " - I _ __ 1/2" O CENTERMATE 21 APPLICATION WITH BLADE 10 O PRODUCTS FAB—LOK HD UA REWIRED ADNIMUM w VARIES .16', 1 1/Y'.0.035"THICK L.._ —.2.,4a.. a 6' D.C. COMPONENTS Mi. ASTM °E '0 : AL..STEELMS WALL HEADER/SILL INSTALLATION —EXISTING FINISH AS APPLICABLE SCALE: 3/8"- V METAL.STUDS AT16'O.C. 111 (TYP.TOP S BOTTOM) II�-� ____ _..._— —— — __ __ _.-.._ _�...._ _ .._ __ __. _._ __._._ _ _. _ _._—— _ __ ___ —. - 1 3/4`x 6 1/4"x 0.035'THICK IAin. _ _ _ _ _ E%ISl'ING GLASS -� I' _ _ _u- I ;CONT. -65 STEEL TRACK CHG-60 L - C. - ASTM A-fi53 GRADE 40 Min. G-60 i GALVANIZED FASTENED TO STUDS I I I j SYMMETRYCAL j I SYMMETRYCAL I I MIN. SEPARATION VARIES J W/(2)/6X1/2'TEK SCREWS OH 43a 436 43c I i I 1147ERIOR 41 EXTERIOR FACE j CENTERMATES W/ I ' I CENTERMATES W/ To GLASS 2` i 11 EXTERIOR ACCESS SIDE I I INTERIOR ACCESS._SJD� j (SEE SCHEDULE) taeX. i n --- L-_-----6` (ttP.) IAN.SEP.UWKXa 70 G1/SS IN Mill SEPARATI(XI TO fAlbS----IN . vl/NInCE -40 LOCK(511 SOED.IE) 6"IA n. W/wISIDE LOCK(]II SCIEME) i --------------- - -- J - - ------ -F- 24 ------- ------- -------- --- --- - ------- - -- -- --------- ----- ----- - ---- ---------- �,� - ---- ---------- - - } ------- ----------- _.__....._ 1- _._._._....-- -.. ------ '--- ---- --- -- ------ -- - ---------_ ----- -- ------ -------- ----- ----- ---- --- - -- ----- - -A= -=------ - - -- ---- - ---- a =-_- >_--------- -------------- -------- -- -- - -- - -- - - --- __ - -- --- tj C.(2) 42 -- ---- - -- -0.... 2 --021 ` . LOCA DAT ------ - - ------ •.i ------ -- --- - - - - 1 _ _ ______________ -------- - HV HEA / L END DER S S VIEW Y �� )2 24 SIDE CONNECTION TO TRACK ._.3 1/4 (TYV) —6 1/'-"(TYPO__ ._....__7,. _ ,_-........_ 7"_. .--;--6 T/z"MAX. sLacK #1k----- (Cont.) HYA �/@ IF7F77Ji111""BLADE SLACK DETAIL HVFFLORIDA BUILDING CODE (High Velocity Hurricane Zona 1ILL1��� NT✓+'"-4 0 2017 EASTERN METAL SUPPLY, INC. SA BERTHA HVTM E C 0 .11111c. A.�■�■A. Accordion Shutter System FLV. BLADE#1 w/OR W/0 Kv. w Dow BADE y�ev American Shutter Systems REV.No DESCRIPTION DATE PRAWN BY: M.L. _ Q . (I: LIT TESTING k ENGINEERING COMPANY pssoclatlon, Inc. 1 OLD 15-060 �� `• 4�7,� 6355 I'M.3616.$L.Su.]O5,NRG.I.GARDENS,FLORXM 3:16 /02/17 W7E: Oa/02/17 Pnona (305)971-1530.FA.:(305)671-1531 4266 West Roods Drive 2 C .. .'1 .- .4.tilt.Aeaul.earn 'Nest Palm Beach. FL 33407 3 DRAWING No 4rnS«........ 1�- i1 FB-ooee7w Phone: (800)432-2204 . F— (561)209-8380 7—�22 5- ILTER A. TILUI Jr.P.E. 4 P.E`9EAL/.5IGI4ATWRE%DATE FLORIDA Lk.M 44157 5 SHEET 5 20 OF 20