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HomeMy WebLinkAboutproduct approval • iii Mark Lyda J� 9612 Knollwood Ln. Fort Pierce, FL 34951 , OPENING WIDTH HEIGHT #1 118" 73" #2 118" 73" #3 43.25" 73" #4 43.25" 35" #5 43.25" 73" #6 43.25". 73" a' i #7 36.75" 54" i 1'I , ii L, i Ir t 1'i BCIS Home Log In I User Registration i Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff I BCIS Site Map i Links r Search rlorda lio-Or Product Approval USER:Public User i Product ADproyal Menu>Product-or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 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 �. ' I I Authorized Signature Bill Feeley Irodriguez@easterr;metal.com Technical Representative Address/Phone/Email II' Quality Assurance Representative Address/Phone/Email Category Shutters q, 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 Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 I, Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE 01 Validation Checklist-Hardcopy Received, T. I. i'. Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 1' 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 I,, 1994 i' Equivalence of Product Standards 4. Certified By �4 I L. Sections from the Code " I L. i, .ii. I Product Approval Method Method 1 Option D jl Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Date Revised 09/18/2017 i, �I SummarV of Products f' FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8,II A.S.S.A.INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of-South Florida Inc. Impact Resistant:Yes Created by Independent Third Party :Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 .R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.f)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load i for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55-psf HV3 blade w/window blade working in unison.Max.span for HV3 blade.w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See �. other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for,storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of,South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports I Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64,- 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans +' and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retaine COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A:INC. DRWG.IS-084.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next I I: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487L 1824 i, The State of Florida is an AA/EEO'employer.Copyright 2007-2013 Slate 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 la public-records request,do not send electronic mail to this entity.'Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an,'email address if they have one.The emails provided may be used for official communication with the licensee.However.email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you:are a licensee under Chapter 455,F.S.,please click here. I' Product Approval Accepts: ll, .. plow ® EL9 M Y I' I.i I' i li 1. GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE'THIS ACCORDION SHUTTER SYSTEM SIALL'NOT BE INSTALLED AT MGH VELOCITY HURRMANE ZONES. �T DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1,620 OF THE ABOVE MENTIONS)CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON 1T M 1 S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED - ON SHEETS 11 THRU 15, 19&20., IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED;PER ASCE 7-10 SHALL BE FIRST.REDUCED TO A.S.D.DESIGN WIND LOADS AREA-�: FN:BLADES & Ql� BY LIULTPLYINC THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 THRU 15, 19 &20. GENERA_NOTES SHEET I IN ORDER TO VERIFY,THAT CCMPONENTS AND ANCHORS-ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS yQj.USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 -- - --- -=BERTHA-H.V_ACCORDIONCSHUnER-SYSTEM'S ADEQUACY-FOR-WIND AND LARGE-MISSILE IMPACT LOAD-NAS-BEET?VERIFTFD-M-ACCORDANCE-WRFI-SECDON-.1609.1.2 OF THE ABOVE MENTIONED CODE-AS PER - - TYPICAL SHUTTER ASSEMBLY-38-44 -- SHEET-4-- - ATL REPORTS: TYPICAL-WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 /0214.01-03./0715.01-03, /1004.01-05,/1214.01-05./0317.02-06, /0609.01-10 AND 60210.01-41,AS PER TAS-201,TAS-202 AND TAS7203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE hAl AND E-1996-STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&61220.01-10,AS-PER TAS-201,203&203 PROTOCOLS LARGE MISSILEE APPLICABLE) -HV WINDOW BLADE ®/05D5.01-08 AS PER ASTM E-1866 AND E-1996 (MISSILE LEVEL D,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL. .TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET-5 ' - INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(DAND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),-USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND 614:1.75 RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS TRV SHEET B STAINLESSEL.'STESCREWS WITH 135.0 kir.YIELD STRENGTH AND 180 WN TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS-MANUFACTURED BI'APPROVED" CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING'APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEM. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Fsi AND 35.7 IA FOR MAXIMUM T DETAILS 1-6,CONCRETE/BLOCK SHEEP 10 6005-T5 ALLOY:.. ... .. .. MAXIMUM SPAN TABLE SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL,304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STETL AS PER DIN 50018 WITH SO ksi MIN.YIELD STRENGTH AND 90ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALLCOMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR A151 304 OR 316 SERIES STAINLESS STEEL WITH 35 k5T MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE 0: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE ID&® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 8.THIS.BERTHA H.V.ACCORDION SHUTTER SYSTEM.BEARS A U.S.PATENT$6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 65'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. .. AREA 3:.HV WINDOW BLADE IAA ONLY 9.IT SAVLL.BE THE RESPONSIBILITY OF THE;CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF.HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. -" AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE.LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETNLS. METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO'COMPLY WITH SECTION 1710.8.2 CF THE FLORIDA BUILDING CODE. 12-BERTHA-H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SRW_COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.;WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.ED..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS'DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFELY 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 SPECIF)C PROJECTS SHALL BE PREPARED BY:A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE.PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SINAI_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR'THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE'.(Hon High Velocity,Hurricane Zone . .. . ``AA�'(ER 2015 [ASTERN METAL SUPPLY,INC: .. DF�y .. BERTHA HVTM a• _ IL E C O �N�.. A S S A Accordion Shutter System * r,'ti. ■ ■ ■ ■ KV.RADE#1 W/OR W/O H.V.WNDUN BLADE American Shutter Systems4LV.fu oLscRlrrloK w,,L DRAWN 13Y*. uL TIWT TESTING & ENGINEERING COMPANY •P' TE *� ASSOC[Otion, Inc. ',_' .OLD 11-192 4/13/15 WIL .4/13/15 0�;.. A �F � sass N.N-xtA.si,sle.ws,vwcnaA r�TmENs,)1.oRna]]I 4268 Westroods Drive 2 ' ' ' �Phone:(305)871-15'A.F'm:(305)871-1531 DFRAWING NO '''rso". `F a-mail:6rz ..J.- West Palm Beach. FL 33407 s /OVAL ENG\`O•,`` ED-OW67,9 4 1 5-085 ,fillI 11A"pY WALTER a TILIDf Jr.P.E P.E. SEAL�S��a_?6RE/DATE FLORIDA Lk.®44167 5 SHEET 6 1 OF 20 .'Y'f ri cmt4ucoaM mar>E @ >Pes' VARIES 1.918• 1_491' -. 7 oo- q }q• uTp o ' Mat (wJ 4.371 .. •t o,SQA I 4.365• ._-_ "1 rte' 4.657' 4.999__x_ 6 7 .375• a 5 HV 90-118D'�STARTER 1. HV SOLID BLADE ( a ". 3 HV WNIVERSAL FLOATER 7. QUALIFIED FOR USE W/ COVERER UNDER US PATENT /� 5458179 QUALIFIED FOR USE W/ HV BLADED ®HV DIRECT MOUNT HV BLADE ID to HV WINDOW BLADE; 6005-T5 ALLOY AND TEMPER' QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BIADEUtia• 1 6063-I6 ALLOY ANNDU TCMPEIt - d - --6063-T6 ALLOY AND TEMPER-- -- -- - .3,27@'=: - _ - -- -- - ---- - - -- - --- -- __ 8.670 3.556• • �. - Q' _. .994' 1.000' .6/0' 2226' _ 542 _ ro q r.• /2 .. 489Y ..0 2' _ --- (�7 HV ADJ. ADAPTER W/1-123 4.436' 12 7475• 0.072• - 07' .920 - 3.22s• - QUALIFIED FOR USE W/ HV @)HV WALK-OVER TRACK 60HV AW-FLOOR TRACK 6063.16 BLADE(i) QUALIFIED FOR USE W/ HV �HV TRENCH TRACK -{_55. 3.750• ALLOY AND TEMPER BLADE(1 QUALIFIED FOR USE W/ IN QUALIFIED FOR USE W/ I IV 6063-T6 ALLOY AND TEMPER BLADETQ ONLY. 1� HV RAINGUARD BLADE(J)-. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR q!�E W/ HV 6063-T6 ALLOY AND TEMPER =' vMIES 1,956__ BLADE(1J t", VARIES 1 936' 6063-T6 ALLOY AAAAANNN0 TEMPER 1.917' �,�_063' 063• .083' . .083_ C93• - '093-ml " i0. .125' o .660- _ --- .060'� l ,670 • m 4 §' 670 1.686- IT 670. 0' _._ 3.529' 670 11 HV CEILING HEADER /E SIL 13 HD CEILING HEADER/SILL 35`79 0 LIFlED FOR USE W/ HV.BLADE(1 ONLY, QUAL(FIE 6063RT65ALLOY AND BLADE MPERC�ONLY QUALIFIED FOR USE.W/ HV BLADE L j 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY" SEE SECTIONS FOR VALIDITY. QUAUFIEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER TI COMPONENT A B T1 T2 2• 'L• 0.125' 1• 1' .o62' 1 2• S�MAX, 1%8• 1/8• . _ _-___- I Y 3' 0.090• I 18 2• 5•MWf.A 0.192• 0.192• (1� SIDE ANGLE S 6 - -- --_.- -��---- '0. 20 CORNER POSTS QUALIFIED FOR USE W ALUMINUM ANGLES t9 z5• 7'1,mx.�0:190' 0.190• / HV I QUALIFIED FOR USE W/ HV BLADE 10, � QUALIFIED FOR USE W/ FIV ---- --- - BrT) LADE� 6063-76 ALLOY AND TEMPER BLADE 0 ONLY. 2• 5•MAX.j 0.139' 0.731• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER - FLORIDA BUILDING CODE(Non High Velocity Hurricane .ZOne (F)2015 EASTERN METAL SUPPLY.INC.' l BERTHA HVTM A S S A Accordion Shutter System ink-COIN-1A H_v � RADE t W OR W10 H.v.WN)V MME •.'k= American Shutter Systems �,,N t7TscRIPt;o4 DALE - DRAWN BY:'M.L TILLR TESTING & ENGINEERING COMPANY - STATEOF rr¢ Assoclatlon, Inc. t' OID:11-192 4/13/15 DATE 4/1'3/15 6155 N.M.36th St.T1 303.NR r-:(305),1-1153 371 ' P6�d:(SOs)671-1530.r�:(3os)671-1531 4268 Weslroads Drive 2 DRAWING No -0: •caool Bwm 719 West Palm Beach, FL 33407 73 S-OSJ `-SSI:•.••` \��` WALTER A TILLIT Jr.P.E "% . ' - P.E'7jSCliL1pFNGAhM0 /DATE FLORIDA L1c.p 44167 5 SHEET 6 LY-20d\/Y _m. %4'20 - OIE CAST 4.576- 74 2.293' rD WNG EO. 745' PANDSS LS M/a0-OUT DIE 1. HOUSN0 EMMEL(2 TR) OAKD PANIEDo 4J c• S 11{u'y�I T- n °s T • d m n.a' I O/ V m 1 m -ECP65 IUNN m �. J . .316 LBR/SS.CYIPIDEA epkss CY.N= �-21�� -- -- ----- -- 415 4�'fia.7 m - vAian(a91alE (Dw+DNe PIATCD) 21 -USE CENTERMATE y� s I o, o� ,`1.3115- f HV LOCK ® HV EGRESS LOCK QUALIFIED FOR W/'HV BLADE(J&-ONLY- - ��J HV FLOATING CENTERMATE ____ _ x523,==-_ ___ —_ #.75- - QUALIFIED FOR USE W/ HV_ QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUAIL ED FOR USE W/ HV BiADE(�& �ONLY a 4 - - BLADE(11& g ONLY. "BLADE(l�do�i ONLY. 6063-T6 ALLOY AND TEMPER (2�,3J1 HV CORNER CENTERM/ATE -, - - - ----- - J874• _ AUFIED ALLOYYAN11 TEMPERE\�ONLY _ PLASTC HEAD _ O250' qJ2.- 1.756 _ _ MOLOEOTD--.922045' _ SCREW AFTER RIVETING 1v mol \6, -062. m 1/4"A-10 X 3/4" S.S. THUMBSCREW 1/BEFORE RNEIINC �- 4 0-20 RIVNUTe- [y 1 ;nl' - CP *SF.M6 9WO,UNI 4 ANuu(2024-T3 NLOY)LMCE FWce i111Q1 - SHEET NUTSFRr•PART#:q920.AS.IMUFACWD BY AVDEL I..__275D•-_ I�-2-750' m HE � CRRY TE%TORN,PAR9PPO4Y,NEW JERSEY 07054 OR ECUAL. rim " FROM&E AU1ON � HV MALE "T" LOCK CENTERMATE �� �4.ss6- -._._ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED.FOR USE W/ HV BLADE OONLY HV FEMALE T" LOCK CENTERMATE HV "T" LOCA HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USEQUALIFIED FO USE.'N/ HV QUALIFIED FOR USE W/ HV BLADE0ONLY QUALIFIED FOR USE W/ HV BLADE ONLY W/HV BLADE 01 9LADE�1 ONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER �5• 1.917 _— i .I.-• �_._D -THUMBTURN m I - 37. I �' e .4 1 0t1MNDER OR 063• .n .063 .062' I KEY CYLINDER .214' '�' .214' -� �, 5,5 I 44v Min. 0 .40 m n m 1 .125'Max. 31 HD TE O OD ?� C R A E LocKING 0 � O O QUALIFIED FOR USE W/ HV BLADE 1 & QUALIFIED FOR USE W/ HV BLADE t & A HD CENTERMATE'S INSERT =R04� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � s o11 tinRIES i2'Mw_ QUALIFIED FOR USE W/ HV BIADEQ)&QA _� -- I 1 0' 6063-16 ALLOY AND TEMPER THt1MB1URN 1/4.0-2tl SS DR 3/B/-16 �`�ACETAL THDMBSOREITS. t1/2' I CYLINDER (SEE DrTADS) L O OR KL CYUNOE.__..�.. �S1'4 R t .._ ...._ _.__ I __.... 1_57 Mil41 - L -_. . .._._- 1J8"Mox. LOCKING ROD HD LOCK -� -1/4'm ® 0 '^ 3750 OUAUFIED FOR USE W/ HV BLADE QIHV 3/5" —16 ACETAL �3 HV 1/4" 0-20 AISI .304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HUOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 01 & to 05 INSTALLATION WILL REQUIRE A 7/16' HOLE 1 QUALIFIED FOR USE W/ HV BLADE FLORIDA BUILDING CDDE(NDn High Velocity Hurricane Zone, DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F. HU (pry BLADE(!) 9 Y -- .. .. .. d ti // - ®2015 EASTERN METAL SUPPLY,INC. -- B RTA HV'' A.S■S.A, Accordion Shutter System • :• � H.v. BLADE#1 w/aR w/o H.v.wtlwnr BLADE American Shutter Sy stems tEV.tic ( W z TICCIT TESTING & ENGINEERING COMPANY .DESDATE DRAwN6r: M.L..Cn nDR ' Association, Inc. 1 OLD 11-192 4/13/15 DAC 4/13/15 i A•". DJSS N.YP.J6iR St,Ste.JOS.YAfA1A 01ROEtb.RDRu4 JJl - - % ,r` Phone:(305)071-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No F'''••... .. C1 ea:mt«ooaol.�em West Palm Beach. FL 33407 3 _ p FSSIONA\- \\\\\\ WALi�A TILL1i19r.P.E. 4 _ SOUS YYYNHu1111YY ELoaIDn uc.!441675 SHEET P.E. SEAL/SIGNATURE/DATE _6 ___ 3. OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 41 3/B"CI- 12 WN. NLADE PCE 40 3 Q HV BLADE 1 ® CE Cto .1575' HV BLADE to--- ----- - \ I QI jl v:ND BLADE osY5 5 j .0625• BLADE'S. .1675' Y HV LONG RECESSED NYLON BUSHING 9 I, KNUCKLE •D oPEn1N .06251 o.D6asu, E* Q HV SHORT RECESSED NYLON BUSHING 0.'q• I _ FIAT PORTION RI.750e _® HV NYLON HAT WASHER- ----- -- - .: (DOR ®.. : ry N WII-R - f -_-- --------------- -- ® HV WHEEL CARRIAGE AISI 302-303 SERIES "' I'q ~� 3 I I 3 -iJ 49�•I_ 40 I w 14 ///ez.e75o• x -0.876"3/16 THICK_NYLON WHEEL- _ - _ I _ I ® __ "- - 2 7/5•MN. I - i - - - Dow -- — -- 0.188"m AST 302 SERIES S.S. RIVETS --..dr__._..L " I-,-131;i 0 SEPARATION �' _ 93.7500' - — - .. BETWEEN --� .0625 0625• 1 HV 1 3 4" ACCORDION PIN W/ #8 HEAD * EXTERIOR BLADE t s 3/a' ® / L L- �I OPENINGS ESRC7LT-Y �' ON C IERS:437500• ®` [IV 2 3/4" ACCORDION PIN W/ #8 HEAD * --1----yl- ---�I 41 ' CLEAR a7�' o - e -I I ±2 1/4' ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I .I - I 1{ L 'B�� TYPICAL HV WINDOW BLADE �& AND i - POLYCARBONATE HVWINDOW DETAIL Ir QOR (9 I or i I� NTs1EE NOTE FOR REQUIREMENTS) i (DOR ® ! POLYCARBIMPACT RESISTANT_ D j I BAYER MAKROLON 3103 POLYCARBONATE HY PIN REQUIREMENTS AT EXTERIy — t _ 112•MIN.CLF cE BLADBC RESINS, W-STABILIZED GRADE OR 5ABIC -- --+ ; To E M INNOVATIVF PLASTIC L.EXAN 103 RESIN I 1 I Q 0R (SEE NOTE "F•.ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF I IV ACCORDION SYSTEM W/ HV 1Q OR L9 j i POLYCARBONATE SOURCES FOR 44 EXTERIOR HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY ; PROPWIES s,�` N.T.S. '! HV PIN 12 OR©4. AT NDFImCE Ym1w.%4O0uf (2) I-IV PIN MAY BE USED IN LIEU OF (9 AND,ONLY A7 f OE OR BLADE'S KNUCKLE. I PJIY.,IrEL• EXTERIOR BOT10M KNUCKLES OF FIV ACCORDION SYSTEM W/ HVlO 00.324" I aooD a SDm9 ECD1c wmn Orn 2 0.0.3 m/W 0.043 m/.' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. @A (SEE NOTE FOR uFn.wry - .04p�,.... 0 REQUIREMENTS) # - 11 I I TTENSILETIFl"SIiR.NCM .151Y DM 9A00 D-si 93W v.s.w TYP. III FLEXURAL Sfffl N TILD ASTM 0]90 t2,5DD P.si 1a— pal (3) HV PIN © OR ©3 W/ 1/2" O.U. 1/16" THICK S.S. WASHER til 19DaAus 0 2 I ! ;IIIt EEzwAL AmDMwxp,. %5.=p.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, \8\ry ' I1 6Pe¢ SHEET ® Norcum Goo Amt 023G m FE-A! 17 Fr-o, WF�EEL CARRIAGE DETAIL S1a8E DEW y AS1M I)MV$ .72 s ,43.5 x 1 .f ASSEMBLY LAYOUT RALE OF 6UQ PIG &W 0w c-1 L S C-I CLASS -SELFTt,11f1Gt A m 01929 1090 T 980 T Amt cess TENSILESMENGM AFMI Wfiti MOC ASN 818 9307-pa:. 8890 P.I.(1) HV BLADE SOLID & IA HY WINDOW BLADE DETAILS """�E �`° '°u"�NG 's G'e °"'"." a 9°"a'. N.T.S. FLORIDA BUILDING CODE(Non High Velocity .Hurricane.Zone . .. - R A. ��j/zli2v .. :(b2015 EASTERN MT:TAL SUPPLY.INC. . BERTHA HVA H.V =� IL :ECO .q4:. A■S■S■A■ Accordion Shutter System .BL ADE#1 W/OR W/o RV YANDOW BLADE *= American Shutter Systems Ey, 0FSCRWTTON DATE DRnwN 5re U.C. TI. TESTING & ENGINEERING COMPANY ATE OF a33i e.e.368 s4 s1 303,vRraN�ramEis Eioau 3316 A3SOCIatIOnD Inc. 1 OLD 11-192 4/13/15 DAIL. -4%13/15 F1ton0:(305)871-1530.Fu.:(305)871-1531 4268 Westroads Drive 2 DRAWING No .-m03:SRe-Q..I.— West Palm Beach, FL 33407 3 C—Op . L ENG WALTER&TTIU.rT'Jr.RE 15-085.`7L�J 4 P.E. S`ENlL1 9101 URE/DATE R°nD°LI P 44167 5 SHEET 6 4-OF 20 �� m M N S T U �aa ® *-NOTES ON HV LOCKS AND CENTERMATES: -e - c o 69 5 1,MANDATORY CONTIMON.J1:ONE FLV LOCK or®SHALL BE USED AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW ]12 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR IN ONS AT ANY ELEVATION. HV LOCK2•or PGS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO�1 OR - - q4l I rf J I r I I I - :- : n CENTER.MAT6 W/(2) 1/4'0-20 x 1/2'LONG FAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS.INDICATED.ON - ^^ TYPICAL SHllffER ELEVATION. - m`J� jQ(NJ s,"IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TEDD HV 16 m — LOCKS�f S•OR gq:MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR 4 SHALL BE AS INDICATED ON NOTE(1)ABOVE I LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.---- - - - - I - - - N - _ 3. OPTIONAL CONDITION �2 NALD ONLY YMEN MANDATORY CONDITION#1 OR LJMRED MANDATORY CONDRION - IS USm H-V. LOCKS): LOCKING RODS 0 ARE NOT REQUIRED ATr(1URRICANE POSITION, BUT MAY - -. BE�USED IF DESIRED-TO ENHANCE-SHUTTER PERFORMANCE. LOCKING-RODS� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION-(NON-'HURRICANE-POSITION).--- 4.PAAIOATDRY CONDITION/2.ONE HV LOCK 9y SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(�_Jj or 05 SHALL BE USED.AS AN OUTSIDE OR INSIDE LOCK, _ ATTACHED TO� CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/20 LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS xo�c-N}v�e I AT TOP& BOTTOM SHALL BC E.USED. LOCATION OF LOSHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ 5 v I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. 11 _ 1L�4o4 33 Q$�Q�_,• ONE-ALTERNATE HV LOCK 2.0 MAY BE USED IN LIEU OF HV LOC or_. FOR ANY,SPAN AND INSTALLATIONS AT ANY.ELEVATION.ALIERNATE LOCK 23 MAY BE USED AS AN INSIDE OR.OIfiSIDE LOC.ATTACHMENT NLS OF 1/4-0-20x3/4'S.S.THUMBSCREW.TO®OR 0 CENTERMATES STAT BE MAGE W% 1/4'0-20x3/4'ALUM. u56 RNNUT AS SHOWN ON SECTION ENE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® ` 6.MANDATORY.CONDRION J3 FOR KEYSTONE MOUNTING INSTALLATIONS ONE FIV LOCK® or or SHALL BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPADE OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP III I TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 0 or•-A MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO @ or 9�SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END - M.S. LOCATION OF LOCK SHALL-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CONNECTION ` OR(SJ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS SHEET" 10& 18 TVP. FULL i ++ HECT1r• OF CORNER NER *NOTES ON HV.."T" LOCKS AND CENTERMATES: SECOND ALTERNIXIIE TO MANDAMEX NDMON #1 VA I LID ONLY FOR W'1'I=5-0 AND CeMMMS AND' �1. CENTERMATE NSTAL�ATION AT ANY ELEVATIO NALTERNAK qq ATTE LLOCK TV,r IN U S OF HV LOCKS OR I9 FOR ANY SPAN AND /.nlm �(Sl,/�lmC8,.10 ,y3 i �A4Y 8E USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT \'.Z' i lJ OF LOC 0 INCLUDES USING-REINFORCING LOCKER FJ7 AS SHOWN ON SECTION HVC, SHEET 9,WHICH MUST BE CO,0aN@J•CS)-n. j m ------. CONNECTED TO CENTERMATES:0 AND 0,W/ 1/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32' WIIVGNurOR W/ 1/4'0-20x1 S.S.M.S. INTO A 1/4'Ox 5/8'RIVNUT.LOCK:MAY BE INSTALLED AT MIDSPAN OR 12' C'U7 •©oa©�'O7 +1X8 c^ MXOMUM ABOVE ANO BELOW MIDSPAN. USE OF TWO LOCKING RODS&TOP AND BOTOM IS MANDATORY. �l ! -(D-(:)0"X8)' (e0�•1 s�N(1 s�• «�)•yrS��N t •51g NOTES QN HD LOCKS & CENTERMATES: 1. (� ONE ALTERNATE HD LOC(j�MAYBE USED IN LED OF TYPICAL X1) HV BLADE SHUTTER ELEVATION HV LOCKS Q5 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�J4 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�TO�IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDE REINFORCEMENT INSERT Cm AS SHOWN ON SECTIONS HDEI-NVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE-.(Non High Velocity urrfcone one A:T14�/� ®2015 (ASTERN METAL SUPPLY,INC. �P. BERTHA HVTM' IL E C O SNC. Accordion Shutter System A■S■S■A■ H.V.BLADE#1 W/OR W/o H.V. WINDOW MADE American Shutter Systems V: DESCRIPTION DATE'I DPAWN'9Y: M.L. STATE OF TILUT TESTING & ENGINEERING COMPANY o: Association. Inc. ",: OLD n-1s2 4/13/15 lu,c 4/13/15 S '• 6135 N.w.]6tR St,SM-703.YN00.0 W�DLS,RORK'7 171 'y F•'. - RI7-1kPhwa:(395)871-1530.Fax:(305)B71-1931 4268 Westroads Drive 2 DRAWING No 6n.. W.— West Palm Beach, FL 33407 s ..........NG.`� WALTER 0. LUT1J,P.E. l 15-085. N A dM` FLORDA LK.B 44167 s SHEET N.E. SFALf'S1INfl1URE/DATE 6 5 OF 20 I---CONCRETE ANCHORS POURED CONCRETE - POURED SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE ( REQUIRED (-1/4'0-20x3/4"S.S. I SHEET 13) _ CONCRETE ANCHORS �MP.CF6NE SCREWS RED UI D REQUIRED -- @@_w_ (SEE SCHEDULE ON W/t/a'-20 CONCRETE ANCHORS - __ 17 18 OHE(SEE 4WMIna TUJ ON SIItIT 7) SHEET 13) NUTS I2"D.C. (SEE SCHEDULE ON SIIEET 13) f _ I. _ 1 Min. -_-- 1 Z OR 14 �Min.� j._1/4'0-20x3/4 S.S. Ea EQ- MACHINE SCREWS ED --E USING 1/4. 20"NUTS 2' r 0 12'O.C. E.D.• /2 .250"Max. 5 I I -13 15 II 250' .250'Max. rDl i I- Max. D. 1 OPTIONAL i i 1 �-OPTIONAL MI.STTW9VxY/ •I - I MIN.5EYARATION 70_GLASS _ DOSTIItG i ON 9&77 19 FUR 1 1 v ® I I ._._.-Q_ GIASS�_—(SEE SCHEDULE ON SHEET 11)-. Ctti55--i Dv6EStDa�1 .� 1 MIN.SEPAFtA710N TO GLASS --, '`(SEE SCHEDULE ON SHEET S1 I , EXIT !A HV WALL HEADER INSTALLATION - L - O HV WALL HEADER INSTALLATION HV.WALL HEADER INSTALLATION + KEYSTONE MIN.SEPARATION TO GLASS GlAS'S—i Iaa 4PiFDpN 1 �R i 1 I 1 1 (SEE SCHEDULE ON SHEET I I) i 10 aAA(SDE 1 1 1 ._� ® MIN.SEPARATION.TO CUSS rKISTINp CLASS SO ON gm _ I' i(SEE SCHEDULE ON SHEET 11) 11 FOR aADE og - 1,i rf CN SFU 19 IVi {{yy Ti7Asm&O7 Ly EXISTING �' 1 ) �OPTIONAL .0.• ' i i i 1/4• E ♦ _ ., Max. OPTIONAL i 1/4'Max. oR 105 a._ EO E.- ORC i ' __1/4'0-20x3/4'S.S. Min. -�J1 4� PHILLIPS TRUSS HEAD 1/4-0-20x3/4'S. PIIIWPS MACI6NE SCREW'USING CONCRLTE ANCHORS .TRUSS HEAD U&CHINE SCREWS y _CONCRflF.ANCHORS ///l 17 18 1 1 1/4'-20 NUTS® 12'O.C. 1 (SEE SCHEDULE ON W/ 1/4"-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) �/ Min. POURED CONCRETE SHEET 13) POURED CONCRETE 111/// OR CED POURED OR CONCRETE BLOCK 1 /-- ICONCRETE ANCHORS REQUIRED WALL REQUIRED C� HV WALL SILL INSTALLATION / (SEE SCHEDULE ON POURED CONCRETE._. SHEET 14) .F HV.WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED (E� HV WALL SILL INSTALLATION NOI:FaR COMBINATION OF SECTQNS: INSTALLATION DETAILS. W1 1- SEE SHEET 4 FOR TYPICAL SHUTTER • L D. =EDGE DISTANCE ASSEMBLY SEE UMI AO NS OF USE FOR (1� HV BLADE .2- MOUNTING SECTIONS CAN-BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEEP 19 PD IN ANY WAY 10 SUR ANY INSTALLATION. 1111111111 FLONDA BUILDING CODE(Non High Velocity Hurricane Zone LIZ z' '4 ©2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM Vr7E-C707,Non Shutter Sy stem AccordiA S S A. Kv. OR w/o.KV.YANDON e>JwE American Shutter Systema IEV.H DESCRIPTION DATE DRAWN IN: M.L TILLIT TESTING & ENGINEERING COMPANY Association. Inc. I OLD T1-192 4/13/15'DATE; 4/13/15 �r'•• 141- 5355 N.W.W..SI.,Sw.305.rRGM OMDEIIS.TLORDA all 4268 Westroods Drive 2 Pnone:(305)871-1530.Fax:(305)871-1531 DRAWING No ''q�((' "•\ `�: a-maD:wiaaaoam.aaa. West Palm Beach. FL 33407 IT EB-eDDe,19 15-085... �x7ilAs/BONA 1NATURE1; `;1\4� WALTER A TILLR Jr.P.C. g SHEET ll FLORIDA UC.1 44167 P.E. SEALJ9te /DATE 6 6. OF 20 POURm -_CONCRETE ANCHORS I lei SEPMkD.1d I y, 1 OR ♦ (--. rut+,svtizt1171 ( --Oj CONCRETE (SEE SCHEDULE ON SHELF 13) I Ass(SEE �+I � IXIS7ING REQ UIRED .-I E rot s� GLASS _ L I(=1L.scl�Le ON SEGE OF 'la swZ +B i uH.�serwna 'vIEr:T it) ---SUB IF roaAt -- - APPl1CAt1LE ET(ISTING� aEaALTERNATE�Nel® � �a(sei sxiq� � 9. GLASS ' W GLASS r r r I GLANCHOR ASS ' ✓ ` LOCATION i CLASS tL 0.3/4'HEX WASHER HEAD II +11 OR 13 +15 3/6 NM.. TEK SCREWS O 12'D.C. E I�aLP)IrCONCRETE ANCHORS , —LJ F APPLICABLE l n, 7 I (SEF.SCHEDULE ON SHEET 13) E " 'EDGE OF -- .EXGLASS0SUNG _i _ __--_I i _ ___ - ' ____- - ❑IGC OF--W/- _ -SIL- _ _ _ c I _ - - -APPUSLAB ICABLE__ GLASS---+ SLAB IF1/2 1 EDGE OF ' tam IF A''PUGtBLEW_ 22�2 -EQ. APPLICABLE Pp _ J T FEAD CONCRETE ANC1 0D� �C��m (SEE SCHEDULE ON SHEET 114)OR f -C E _ - -- _REOUIRm F(pT HEAD CONCRETE ANCHORS "'(D IN - REQUIRED 1-----E.D. --E.D.�-= — —`_ —(SEE SCHEDULE'ON SHEET'l4)= P -- - - 11 :TRENCH- INSTALLATION-- VAUD ONLY FOR UP TO i-70, -75 PSF A.S.D. 0 HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER CG HV CEILING INSTALLATION l HV FLOOR INSTALLATION t SCHEDULE y3, SHEET 11 E)(ISIRM.J YN.SFPwW11gX—__—___ CONCRETE ANCHORS_ 41/l5r uu: Iwal;mr O (SEE SCHEDULE ON aN SIw II) I m oAss _ r—.___- SHEET 15 1/1`O Ini EA'dEX TAPCON W/ O 1— fJOSRNG ' nfMIRIFILI EXISTING--•i brl,9TNLlIIM ro ws 1 I I FXISTING _I _ TEONOLo6YO CO rwrDs CLASS CLASS �I(�A D 4[aN 1Q IH . --� CLASS-S-, I FAti'MFS TAPPER1 AWERSi WI ' sawutlaN ro s/4'wN.Elmo v 6•. Mme. •I (s+i soenuE a ve>7r Iq r 1I ..Cl''=FOR F a�vs INS TI"WI:. III ,, . / LI I 1/4' 1 B'-a"11P to a* -O'MqL APPLY . SE/LVIT AT EYIXf FMW.'L4 WAD r MAX. 0w.)(SCE EVE Tttrn-aEET 11 1 2" 15 D I I I• J10.3/4"HEX E, I t6PTAllp6 ^3/BUT __ MAX. S - 3 i MRE i i } TEK SSCCREWS. 3 cow.srA ANY—> �, a 12-D.C. 014.3/4- HEY NERD S 1 8 - 1 8 - !ut 4/ •/4 h2(h]/4"SS YS ' 3 N 117(SCREWS.d 9"D.C. - -- 14.3 4"S.D.S. 1 4' / —U9NC t/A'A-40 Nuis CONCRETE ANCHORS 6. 7 f-�- / $ / Iii iI /� 3 OR 1/4.0-20 S.S. M.S. O 9'O.C. __ Mai. _ 0 12D.C. W/NUT O 9�O.C. ANCHORS SCHEDULE ON + 1_, 1 SHEET 14) j I _ \ WALC)aSL TRNOV SMU(DECORATIVE _ t 1 7 O?18 1/2• ._.I-._ 17 18 2.OD'•MIN.` wu1 iRm(OECORtRVE EDGE OF '.1:•• E:0. s<+L) SLAB.IF i�. _ \ J74.3/{"F.M.S.D.S. �•�' MIN. - / 1 7/B• ! 1 7/A , / APPUCAiBLLJ' _CONCRETE ANCHORS .. - 1a 9'O.C. tau mc°"c°F'E SEE NOTE 13(6) SEE NOTE 13(6) �•~ .D POURED CONCRETE- (SEE SCHEDULE ON ON SHEET 1 _ _ I -- — -- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 y OR CONCRETE BLOCK REWIRED REQUIRED � Q•- ,r G OPTIONAL POURED K HV WALL FLOOR INSTALLATION u "A.s���µ�!la:'04.72 w' CONCRETT- U .. .. �L� HV WAIL WALK=OVER: INSTALLATION REQUIRED - (J� V R GUARD INST LATIO t HOff Nn7F FOR aaMf3iNATON OF,SECTIONS: • t THIS INSTALLATION SMALL BE REMOVABLE WHEN PERFORMED E D. =EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR 1- SEE SHEET 4 FOR'TYPICAL SHUTTER (SEE SPECIFICA71ONS ON SHEET 13) OR ENTRANCE BLADE 1A DN SHEET 19 INSTALLATIONDETAILS W_/ 10 HV BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED ' IN ANY.WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone 0.2015 EASTERN METAL.SUPPLY. INC. RTH\\CENSE' �9 HVA, /7TIC O ,Nc. A■S■S■A. Accordion Shutter System _�. --------• _ KV. MME#1 W/OR:w/o Kv W NDOW RADE •k: _ *._ - American Shutter Systems DESCRIPTION DATE- DRAWN�BY. M.L -O'• -SLATE OF TINT TESTING & ENGINEERING COMPANY �` Associaliori, Inc. 1. 0LD n-192 4/13/15 DAM- 4/13/15 6J55 N.H..14N.51.,Re.](�,VROWA fN10EN5,FI.OREIA]]I PTI... (305)871-1530.Fa.:(305)871-1531 4268 Westeoads Drive 2 DRAWING No %��eFS, R ,•N�\``��� , raaaT�9L— West Patm ©each, FL 33407 s / STUNl1`- . 15 WALTER A.TIL IT Jr.P.F —O��" EAA T66 FLOPJDA Ue J 44167 s SHEET p P E. S'�iL'7SIu"DIATURE/DATE 6 7 OF 20 SE EN6 WALL CO N CION OEM SFE NOTES ON LOCKING RODS D HV LOCKS Q or D OU f 9D IN `f INSTALLATIONS W/. .1 HV **ANO ALTERNATE HV LOCK 0 ON SHEET S. EXISTING GLASS DUDE SLACK DETAIL IiVF IS VADD FOR ALL BLADE Wj HV CENTERMATES cEwEwArES APPUCATgN WRH BLADEQI "O`�©'000.®°iQ •�°R -OR SEE END.WALL. CONNECTION 10.05 OR©•®°Q'©a r-EXISTING GLASS • 1 S DETAILS ON SHEETS0 & 18 -- .�' I3-°"19•®5 s t/a� �' 6 t/2' ------X' -- - OPPOSING — — SYMMETRYCAL (6003-T6 N1.01)ALUM. - ANGLE W/(2) 1/4.0 TPPCON 1/2- 0R©• ANCHORSTO CONCRLTE I — CENTERMATES CENTERMATES_ Mw. SEPARATION .(4)870.1/2�SMs�iDOHT�E� - - - - j1on3/4•s.Ms.0 12-- - -- - ---- - - - _ to GLASS D.C.ruLL LENGHf. W/ HV LACK or 5 W/ HV LOCK or (SEE SCHEDULE - _ - -- -.AT EACH-ANGLE.IIYP):_-- - - {_- - -N - -- -- -) -._. _._ _ - - - -- 3 * - -- - - -_ - ON SHEET I;)`-- -I- - or - --- -- -- - -- 1 1/2l I 2. ,/2. \J o _ 3 ®.w -® -- � HVB LOUT WC HVA ©"®°R©+Od®OR,D•Q00 POURED CONCREIE OR EXISTING GLASS I CONCRETE BLOCK WALL ©•O.©L"©•0.11.9'-': � ,Q.®°R©.®onQ.©°" �_ —{-EZ£a - snuc O5'®" t©'®"®'®°I SYMMETRICAL ---*-- —O7 � 0,@'--MIN. -- SE --- -- CLASS 8 ,O�19•1 3 w 19 �EXISiIN L IN MIN.SEPW7ATION CENTERMAT S F ,©.®anQ+@"'®•07 u TO CHEO 5 _ .-� �GLA.SS m -(�� *' (SEE SCHEDULE —'.� OP110NAL * Wl,.HV OC 6 _(INIFRIOR) ON SHEEP 1 Q { MIN.SEPARATION © ® (SEE SCHEDULE E I N OPBONAL __—�._- 0 ON SHEET 11) (INTERIOR) -- OUT -- — _. -__---- --- -- �C NCRtIE/ .� 2ANCHORS C .1 WIT / 16"O.C. 0 0- \J VARIES I / 03 2Z l'/'/i 0 U T 6 1/2'MAX.SLACK _ o T --� LShI (EXTERIOR) HVE C� HVF** HVD C7 FLORIDA BUILDING CODE(Non High Velocity Hurricene Zone 11p111U1111/pJ 0,2015 EASTERN METAL SUPPLY,INC. `.,�,`����a:r►��ir,;-; BERTHA HVTM EN �'- /► < - A S S A Accordion Shutter System . . . . N.V.LADE#1 W/OR W/O KV.WINMW RAM TILUT TESTING h ENGINEERING COMPANY American Shutter Systems kV14 IM DATE. pRA•NN.Dv: N.L. o'• STATE itm N.Q.36P.St..Ste.505.VRGW;A G,RDQU.fLORVA 331 A850C[O}IOp, Inc. 1 OLD 11-192 1/13/15 an: 4/13/15 4268 Westroads Drive z. �-, ` Phme:(305)871-1530.Fax:(305)871-1531 DRAWING No o-moi1 G11-0-1.11" West Palm Beacli, FL 33407 3 5-085 EE-ODD6719 4 �i�FS' •NG`. WALTER A.TILUT Jr.PE. pIAL� / rLORDA U.#44167 5 SHEET P.E.,Jl!)L 1 AiCh(E DATF 6 8 OF 20 ALTERNATE-INSTALLATION W/HV "T" LOCK 0 HV MALEIFEMALE ".T" LOCKS CENTERMATES a8 & LOCKERSC1� HV BLADE * a SFE END CONNECTION OEfA!15 ON SHEETS 10 & 1d INSTALLATION C1� HV BLADE OUT W/. HD CENTERMATES 15� aADE Osurx DETAIL Nvr.NEPATFD ON rl¢r a, AS WELL AS UWANSAL FLOATING 81ADE®DETAIL HbO-HV➢. ©w®w©aOw.bw.1�•®w IKOIGTED ON THIS SHE I WY BE USED IVH IVIS ALTERNA INSTAILATION DETAILIND 511 L IN MIS SH M. . .SEE END-WALL GDNNECTiON•--._. - - _ _ - - I -10�®�®•�©•®w _ _ _ _ - _-_ DETAILS ON SHEETS 10 & 18 -- _- -RG(R-T6ALLOQW 'AY. _ -' _� 1fi�y,® - - - - - - -- - - - - - A4LRE (x,{.•.,APf1Y, , L9 3O (NDO # - - - "O ,� — — - -- - • _,_ POURED CONCRETE _PDUREU CONCRrTE POURED CONCRETE,OR r ---PDUREU CONCRETE ` - -_ OR CK WALL TE _ _ OR CONCRETE CONCRETE BLOCK WAIL / / OF CONCRETE ---/ BLOCK 1VALL REOUINEU -"� - BLOCK WALL REU'JIREO REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE ANCHOROE EXISTING GLASS - '- r 2'MIN - EXISTING GLASS 0 16'O.C. T. -1--- —-S mra.mora ` T —_S I 1•-. —��. TO CLASS(SEEMN.SEPARATION YVC SEPARATION AEN.SEPARAtICN 56iFDlAE C7a SHEET TO GLASS(SEE i I MASS(SEE EOTO CSASS(SEE 1 T FOR BADE OA•.OScHauE ON SHEET 1/16'x3'MAX:- ON SH27 19 FOR II�®�O� I 1 1 SOEDIAE Q7 SllAN 11 FOR BADE OAND (6063-T6)CONT. RAGES ON ON SHEET 19 FOR iT FLIT BADE OAVD ON sgT 19 FOR ALUM.CLOSER BLADES O& +/2• / ON aiSHOETm C) &0 (LOCATE AT® ftADES O&® PLATE (LOCATE 1/2"_._ ® (—'- -_ ESI'DESO& _ f.ITI R[R SIDE 1 ` I f I OF IrR _ _ - _ _ AT EITHER_SIDE_ MIN. ___ f _ _ ___ I/2'LUN. //r. - — - — I - - _f�A USE 1.OR 2"MAC. I - T- BIO%1/2•SA.S.-./ I _ ----- (AS APPUCABLE).2•x+/8'.O'-2' ---- �10d/2'S.Ys. O.C. 16"O.C. <- _ _ -- -- �, (6063-76 ALLOY AC•TLLH MIDHEIG (2)1/4'0 TAPCONS ANCHORS TO WALL SEE DCN % FOR 1 pR ®� OTHER A SIDE OF(4 ATE AT J 0 \J SLOE CONNEC 7ON o 1 OR SEE DETAIL X FOR 1 pR TO TRACKS _� SIDE'coNl ECTION ®�©•�'0 0_•®' SEF. DETAIL X FU ® ,,,rrr—����®a©•O°:a w ®' - � �7-8­@'@- TO TRACKS �a©;7-8 "TO•®a 10 R ,C�_ SLUE CONNECTK)N �• ®a©'•ay-©•®^' TO TRACF(S 1 ®�©•�u®.©w a®•® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION.DETAIL 10 END CONNECTION DETAIL(g - •F REQUIRED ONLY FOR SPANS GREATER THAN 12•-0- POURED CONCRETE OR EXISTING 1JI CONCRETE BLOCK WALL ziDDSTING GLASS - REQUIRED (� CLASS �I f A4t Sr3A24nON 01 1/2-S.M. TO OASS(SLE ® 16' C. WN.SEPARATION Y .� �'L------ -------- SCHEDULE ON SLEET \ - TO CLASS(SEE < - 6 OR®OR@OR I+ FOR MADE ORO CONC ETE I/7".MIN. SCHEDULE ON RIFE1 r .. .. - QORQOR�OR�. ON SHEEP l9 FOR ANCHOR_0 11 FOR BLADE OAND _.-._-. BLADE"O&Q� 12.O.C. ON SHEET 19© ®._ CONCRETE '5 BADIS O& I L,=_.-__ _ OR(g ANCHOR EO_ 16, _-I O.C. 1/2'MIN .. 7 L'MIN: EO 6 1 1�._. -� OR®OR(DOR Y MIN. 2'NI/ ♦ SEB LIMITATIONS OF USE FOR ������� y J BADE IA T 19 @ORIBOR(qOR@OR� JIE�! / ,{�R 5 ON SHEE I — Q OR �' PLAN U ®� _._--- � ^'®a©•:OO�© +o•®' DETAIL X POURED CONCRETE OR ®�©•O�y�©-10•®a END INSTALLATION CONCRETE BLOCK-'ALL 1U•®ti©•1LSr'�•®� 10•.®°'©•�®.®a REQUIRED 1L''•' �©•O•©� O•®� (1� HV BLADE OR (I HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL 6 ® ®�® ®IXC ^�®•® FLORIDA BUILDING CODE:Non High Velocity..Hurricane Zone 0�Q1 A 7141 0.2015 EASTERN METAL SUPPLY.INC.. �CENS'' BERTHA HVTM IL E C O .N.. A.S.S.A■ Accordion Shutter System American Shutter Systems �v MADE#1 W�CR 67/0 ATEFLV -DRAWN BLADE r TILLIT TESTING & ENGINEERING COMPANY :N orseRu•r19 oArz DATE: : M/ STATE OF :'�F U55 Na.3M.S,s1..Bos.VROOM aNMM.rte,X11 Association, Inc. + OLD L,-,sz a/13/1s DATE: a/,3/,s •• PHona:(30571-1530,Fax (305)971=1571 4268 Westroads Drive 2 DRAWING No F'.. .OR1 c\'� -rta1;MletoOuacom West Polm Beach. FL 33407 3 /....... I •1,\G\\`` WALTER AEB-�LOT19r.P.E . 15-085 ORAL 115 FLORIDA Ud A 44167 5 .- SHEET P.E.."14S'j19ker6RE/DATE 6 SSCHEDULE #2 SCHEDULE #1 „S�HEDULE #3 MAXIMUM SHUTTER SPAN'` "L+"'OR "L-" MAXIMUM SHUTTER SPAN* -L+" IMUM SHUTTER SPAN*'L+" INST/U Ano_L N1 LEGEND ' N01 ES (ft.). FOR INSTALLATIONS W/ SYMMEMRIMIL OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES. (a &®or or INSTALLATIONS W/ SIw 1V CONCRETE & WOOD O) L+:MAXIMUM ALLOWABLE.SPAN FOR A GIVEN W/ ONE H.V. LOCK _® or @ or Or _ & & )W/ ONE HV'LOCK$ MANSOKY. POSITIVE A-S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-:MAX.ALLOWABLE SPAN FOR A CNEN NEGATIVE CENTERMATES & W/ ONE'HV "T" W/ NO LOCKING RODS 6 ORW/ NO LOCKING WALL A. B, C. D, E. M, N. 0, P, 0, AS.D:DESIGN PRESSURE RATING. ® ® ODS MOUNTING F. K & L R. S; & V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.it) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES .tt SHEET 7) FLOOR/CEILING C, H. I, 11, J T, U; W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS b CONCRETE.&WOOD CONCRETE MOUNTING � M UA MUM twaNw INSTAL LATION wuauUN . . GIVEN A POSITIVE AS.O. DESIGN PRESSURE RATING, ASD.DFSCN ASD.DESID, A.S.0.UESCN INSTALLATIONS - - - - PRCWXW- -WALL-.MOUNTING-- FLODR CUUNG- P�� WALL MOUNTING____ PR.SSU'- DETERMINE MAXIMUM SPAN -L4�FROM SCHEDULE. RATM / - --�RAMRG - A, -—tu --- FLOOR/(FLUNG MOUNngG__ _ _ _ - _ _ _ GIVEN NEGATIVE AS-D.-DESIGN-PRESSURE RATING, LPs 1,) NOUNIING (P...I) FLOOR/COUNG MOUNTING ('''1') OR GIVEN dIT$MAXIMUM SPAN 'L-'FROM SCHEDULE. - - - (�OR-) _ I.OR-) _ _ _ C.w-) nOOR ALL MourmNc L 1 (0) L-(R) LLi(0)(0) L-(N L 1 fnl fn) L f (n) L-(R) D MAXIMUM SHUTTER SPAN "L+-OR -L-•FOR :LES I6 16-0 '-0" ' "- 16'-0'-.16'-0' 30 161-0' 16'-0" 30 16•-0" 16'--0" INSTALLATIONS INTO WOOD SHALL BE UMOED TO MI FINAL MAXIMUM ALLOWABLE EQUAL TO THE 30 OR _ 105-psf.-AS.D. DESIGN PRESSURE RATING. DETERMINED SPAN BETWEEN WEEE N •L+'AND•L-'- 35-- 14'-1O' 14'-10 15'=2` -16'-0•-- - 35-- -74'=10" - -14'-,D• --35 - --t5'-2'- -. -16'-,0" - - -- "- - - _ _-- 40 13'-10" .13•-,0- 14'-?' _15'-2• --40 _1_3_• '__ 13'-,0• 40 14'-2• 15'-2-- - - _ - -_ - - - -(3) PROCEDURE TO DETERMINE MAXIMUAL SPAN FOR - - 45 13'-1" 13'-I' 1J'-4' 14'-3' _ 45 -__13=1' - 13'-_I" 45 13'-4' 14'-3" _ t HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BEIWEEN_SVALL MOUNTINGS 50 12'-5' 12'-5• 12'-8' 13'-T_ 50 1_2'-5" ,2'-5"_ 50 _ ,2'-3' ,3'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS N'/ FLOOR/CEILING MOUNTINGS: - - SHALL BE AS INDICATED ON MANDATORY CONDITION 7. 55 _ _ 11'-10" II'-t0• 12'-I• 12'-11• 55 -- ,1-70 I7'-_70' 55. 11'-1' ,1'-,1'- FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 T t'-4' I t'-4' 11'-7- 12'-4'_ _ 60.. 11'-4- ,1'-4' 60 10'-2• 10'-11 NOTE @5:SHEET 5. - RATING: 65 10'-10" 10'-10' 11'-f• 11'-11' _65 _ 10'-70• f0)'--10" 65 _ _ 9'-5- 70'-I• DETERMINE: _ __ -- Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' ,0'-6' 10'-9' 11'-8': 70 10'-6' 101=6' - 70 _B'-9" 974' - Lii- MAX. SPAN FOR FLOOF/CEIUNG MOUNTING __ 75 10•-1'.' 10'-1' TO'-d' 71'-I' 75 10'-1• 1_0'-1' 75 - 8'-9" - 't't EXCEPT THAT MAAMUAI SHUTTER SPAN 'L+-OR INSIALLATIONS. 80 9'-10" 9•-10• 10•-0" 10'-9. 80 9'-,0" 9'-10• 'L-'AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. OESTGN PRESSURE 9'-6- 9'-9", 10'-5• 85 9-.6" 9'-G' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RA71tLG _-90 9'-3" 9'-3' 9'-5' 10'-1' 9'-J' 9'-3'-- SHALL BE UMTTED AS FOLLOWS: DETERMINE: ___ _ -- - - ----- 1- CONNECTIONS TO KEYSTONE MOUNTING 9g g'_O'- e'-9' 9'-2- 9'-10. 95 9'-0" 8•-9'. Lt-= MAX. SPAN FOR WALL MOUNRNG INSTALLATIONS. __- ._.._--.._ --- ------ LIMITED TO +64,-72 P.s.I. AND B'-0' SPAN, SEE _100 B•--9.__ 8'-4' 9•-0" 9'-7" 100 W-9" IN MAX. SPAN FOR FLOOR/CEILING MOUNTING ___B'-4'_ MOUNTING�ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11' 8'-9' W-4- _105' 8'-7" 110 e'-4 -1'=Y 8'-7' 9'-2' 110 8'-a' 7'-7• .. .. Fl MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 6'-2- r-3- 8':-4• 13'-1r 115 4•- -__�r-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+. l2E Lt-"AND Zz- 120 8'-D' _6=77' 8'-2' 8'-9- 120 e'=0" __ 6'-11'_ - - - - (4)GO 70 ANCHOR SCtiF0I1LE WITH FINAL FW(IMUM _ 125 7'-To- 6'.8- 8'-D- e'-5" 125 T-10'- 6'-8 "' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130_ T-8' '6'-5- 7•-,0• 8'-1''. 130. _. T-e' 6'`5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 13.5 T-7" 6'-2' '-10 T-9' - - 135 �'-r- --sr-2• MINIMUM SPACING. lao 7'-5- 5-„ -7 r-6 140 7'-5 s-1,• ASTM E-1996 SEPARATION 7'-3• 5•-9' 7'-5' 7'-3' 145 7'-3•--'�-g• TO GLASS 150___. T-2' 5•-7- 7'--4" 7'-0' 150 -.7•-2• _5•-7 . _ 155 : 7'-0" 5'-5• _ -.1-2' 6'-9' 155 r-o• .5'_S'._.. 1 THRU 3 1" _160 _ 6'-I1' 5'-2- 7'-1- 6--7'. 160 6'-,T" 5'-2- _ 165 C-10" 5--," T U- 6'-4• 165 6'-1U' 170 — 6'-9'- a'-I1• W-1,' 6'-2' 170 175 6•-4' 4'-9' -5" 4'-8' -6'-8' 5-10• 180 tV C-6' 4'-8• 1 H V BLADE ....:185__- 6'-5' ."4'-6" _6--1: .-_5'-8' 185 '6,-5" d'-6' _ - 4'--5• V-ti 5'-6"_ 190 8'-4' 4'-5"- 195 6'-3' 4'-3• 6'-5" .`i-5" 195 6'-3• 4'=3' S'-3' 200 6'-2• d'-2'� 205 6-, 4-11" 6-r . 5'-," 205 6-,- 4'-, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ILTQ/�''4 BERTHA HVIM A S S A Accordion Shutter System =1L CO .MC. . . . . RV.BADE#1 W1 OR W/0 KV WI('M BLADE American Shutter Systems 1EV.N, DESCWPTION DATE . DRAWN BY:UW.LG. TILLIT TESTING & ENGINEERING COMPANY *p Association. Inc. I OLD'11-192 4/13/15 LUTA:. 4/13/15 63.`,6 NW.3616.SL.StI.30-%1nRONW GARDDeS.IIMO"331 $ - Ph—:(sosSIAII:Ur )e7t-Is3o.Fm:(3(15)871-15314268 Weslroads Drive '2 DRAWING No ;0,- .Pit:me cPUPoL�on West Palm Beach, FL 33407 3 O,i ..fC0R10P,•fir`: WALTER A- LUI a1.P.0 4 I J—()BrJ. FLORIDA 9 44167 s SHEET Da LytGi, f1GU 1E/DATE 6 11 OF 20 M MAXIMUM ANCHOR` SPACING (inj SCHEDULE FOR A GIVEWMAX. SHMER SPAN. A.S D DESIGN NEGATIVE PRESSURE RATING AND A-CORRESPONDING MOUNTING TYPE FOR CONCRETE OR N RETE ANCHORS SPACING LEGEND - .. .. P01M CONCRETE.. SFL YWNIINGS&B.C.D AND ..ON SHEET B POURED CONCRETE BLOCK iAPCON OR (A)WALL HEAD MOUNTfNG A WALL HEADER'NOUNTINO WALL HEADER MOUNTING D WALL SILL OUNTINO D WALL SILL OUNTINC C& WALL HEADER/SILL TAPCON WITH ADVANCED STAN W W ® W/ W/ _MOUNTING 7HREAOFORN.TECHNOLOGY. .. .. .. .. (ft) Asn OF51GN tOSOM1E Pith BUNG OE5,0,tRGORi P1659JS RA10& OES&!1 HEGNAE TRE911FE 9AI91G - &OEMN WrATNE PIRSS.fliE RA7Nc Asa OEM 18 OME Pf165DRE RAIEIC _.DE9fN 1fGA7ME PI ESM Ulm(Le ALL POINTS SOLID-SET 30::10 BD 75 90 120,60 20530 40.60 75 90112011501205130 4o 60 7590 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 9o-120 160 205 30 40 80 75 90 120 160 205 :BLUE TAP 14 12 10 9 B 8 6 6 14 12 10 9 B 8 6 6- 14 12 -10 8 -B 8 6 e_ 14 12 10 '9"6 8 6 - 14 12 10 'e 8 'e 6 59 B 8 e 8: B .8. .7;.5.5 _ 3•-0' 14 12 70 9 B 8 6 8 14 12 10 9 8 0 8- 6 14 12 f0 9 8 8 6 6 14 12 ,0 9 B' 8 6 8 14 12 10 9 B..B 8 B 8 0 8 B 8 :8 8 8 TAPPER+ DR I-Ess 1{ 12- 10 9 e B B 5 14 12 10 9 8 _B 8 8 14 12 10 9 8 B 6 6 l4 7p 10 9 '8' B 6 3 14 12 10 9 8 'e 6 B. 8 .B B 8 8 8- 8 65 1a 12 10 9 B 8 8 6 1/ 12 10 9 8 B 8• 6 14 72 10 9 8 8 6 6' 14 12 10 9 B e '6 - 14 12 10 9 8 8 6 6 '8 e B 8 8 8 8 7 14 12. 10 9 8 8 6 4 1/ 12 10 9 8 B �6• 6 14 12 ,D 9 B B 6 6 f4 12 10 0 8 7 - 14 12 10 9 B 7 SS - a. 8. 8 8 8 1 5.5 1 _ _.__ _ -._...-_ 4'-O• li 12 10 B e B 8 4 14 12 10 9 8 8 8 8 14 12 10 9 B 8 B ti 11 12 10 0 0 B 5.5 - 14 ,2''70 9 ti 8 8 0 a B B 8 B B B 0 45 14 12 10 0- 8 8 6 4 14 12" 10 D8_ 0 6 6 11 12 IO 0 8 B - 14 T2 '70 9 B e e_ - -e- 'e-e a`ae s.9 9 - 14 12 10 9 tl e 14, 12 10 9 8 8 6 4 14 12 10 0 0 8 8 6 14 12 10 0 e B 6 6 14 12 10 9 B 8 14 12 10 9 8 8 6 e E 8 8 e 8 7 5.9 /a 12 10 9 B 8 {5 - 14 12 10 9 6 8 6 3S 14 12 10 9 B 8 6 B 14 12 10 9 75 - - - 14 12 10 B 7.5 55 - - B 8 8 8 7_5 55 4 3 �� 12. 10 s 9 0 4.5-- 14 12 10 9 B e 6 Js 14 12 10 9 8 6 6 _0 14 12 10 9 e--7_ = 14 12 10 9 8 8 6 9 0 a -8 6 8 8 e * SEE ANCHOR 14-12- 10 9 _8 55 - 14 12= 10 9 8 0 4S -j14-112 10 9 -8 8 6- S 14 12 10 9 -8.-3 - 14 12 f0 9 8 *7 - - 8 8 -a 8 8 7 -5- 4 _ _ SPECIFICATIONS -- - --- _- 14 '12`-10 .9-1-13''8 -/ 11 12' +0 9 -8-'8' 6- 3.5 14- lY 10' 9--0 8--6 -6- 14 '12' 10 9 -B-- - 14-`12'10 9- 6-7.5' - -8 H'-8 -8- 0-7S 55 -4-- _ ---_ - = ON-SHEET-_T3= 14 12 10 9. 8 55 3 - 14 12 +0 9 8 6. 4.5 14 12 10 9 8 8� - 6 74 12 9.9 75 4 - - - 14 12 9S 7.5 05 3S - - B B 8 75 65 45 15 - __. _. _-.__ ..__ ._ . 6'-O• 14 12 IO 9 6.5.5 - _-_ 14 12 10 _9 0 9_L.S.- 14 12 IO 9 _8_ 8 8 8 14 12 10 0 B 4 - - 11 12 10 9 8 8 ♦ - 6 B 0 8 8 8 B 7.5 14 12 10 9 6 3 - - 14 12 10 9. 8 8 - - 14 12 10 9 8 C 5.5 35 14 12 10 9__4.5__-_ - 14 12 10 9 75 I 6 B '8 8 7.5 5-5 4 J 14 12 10 9 6 5 - 14. 12 10 9 B 8 4 - 14 12 10 9 8 8 6 5.5 14 12- 10 9 5 - 14 12 10 9 B 45 - e B B B B 8 4.5 1{ .12 ID 9 B 4 - - 14 .12 10 .9 8 65 J - 14 ./2 10 9 .B 0 6 - /4 12 B 43 - 14 12 B 85 SS - B 8 8 89 5.5 4 -3 14 12 _10 9 B 4 - 14 12 10 0 8 6.5 J - 14 12 10 9 8" 8 6 14 12 10 9 0 _- - _- I4 12 10 9 B 7 - 8 -e 8 8 8 8 73'6 7'-0' _ _ ._-_ - _ .__.__. tI 12: 10 B ,.5 14 12 f0 9 8 4 - - 14 12 t0 9 8 7 4 - 14 12 10 5.5 _ 1{ 12 10 6 _85 8 8 B _6 B.5 5 35 ___,- - - - 14 12 10 :9 7.5 .75 - - 14 I2 10 9 8 6 - 14 12 10 9 B 8- B - 14 12 10 6 - - 14 72 10 &5 7 - - - -8 B B 5 7 5 4 14 12 10 9: 55 .3. -: 14 I2 10 9 8 4S - 14 12 10 9 e e- -_" - 14 I1 7 - - 14 11 7 SS 3.5 - - - 8 -B 7 5.5 4.5 3S - - _._ _ 14 12 f0 9 SS = 14 12 10 9 0 4S - - 14 12 10 9 8 8. - 14 12 10 7 4 - - 14 12.10 9 0 J - - 8-B--.8 8 8 75 7 4 (1'-0 '""- ---` - -- - - *SEE LIMRATIONS OF USE FOR 74 1z ,D &5 3 - - - 14 12 ,o s a - _-._ 11 sz f0 9 6_S.5 - 14 Iz es 3 - - - - t4 72 a5 7 4 - - 8 B- 8 i ss 4 ] - BLADE ,J ON SHEET 19 i s 12 'I O 9 S - - 14 12 10 9 8 4 - - 14 .12 10 :9 e B - - 14 12:9S - - - - - 14 12 a5 75 45 - - - 6 8 0 7S 6 4S - 14 12'.10 6.5 4.5 - 14 .12. 10-,.-L 75 - - - 14 _12 10 9 8 - - 1J 95 .4 13 9.5 85 5 8 8 65 5 4 3 - 9,_p. 14 12. 10 65 4 - - - 14 12 10. 9. 1.5 - - - 14 -12. 10 -9: 8. - - - 14 12 .10 5 - - - - 14 12 10 9 5 - - _8 B 8 B 8 f7.5 6 J 14 12.B.5 4 - - - - 14 12 10 7. 1S - - - 14 12 10 9 7.6 - - - 14 115 45 - 14 I,5 75 8 __ B B 7.5 8 3 4- 14 1 10 '8' 1 - - - 14 12 10 0 .7, - - - 14 12 10 9 B - 14 12 5 - 14. 72 8 65 - .8 e- B BS 5S 1 14 12 05 5 15 - - - 14 12 10 9 55 - 14 I2 10 1.5 85 - _ 1.5 g.5 5- - _ _ � 6 �0 5S IS J5 - . _ _._ _ _ --- _ _ _ _ _ _ _ 14 12 9.5 5 15 - - - 14 12 10 9 SS - - - 14 12 10 9 8 - - - .14 12 7 - - - - - 14 12 10 75 5 - - - 8 tl B B B 75 4.5 - 10'-0�- _ _ _ ___ _ _ 14 12 55 3 - - - - 14 12 10 B 3 - - 14 12 10 9 8 - - 14 10.5 3 14.105_7 J5 - 0 8 755 45 JS 14 12' 9 45 3 - 14 12 10 9 5 - - - 14 IZ 10 :9 8 - - - 14 -- _ _ - - 14 11 7.5 - _ _ - 8 8 75 8 5 -� 14, 12"7' - - 14 12". ,0 - - - 14 :12. 10. - - - - - OS 8 - _ - - - OS 8 5 - - - - 8 6 5 - - 14 12 f0 __.___.-_ -_- 14 12. ,0 -. - - - - 14 12 5. - - - 14 12 10 - - - - - B D 0 B 7 JS - - _"_ 1{ )2' 4 - - - - - 14 12 10 - - - - - 14 12 70 - - - - 25 9S _ - - - - - l25 9.5 i 8 8 6_ b 4 J 11 11 12 6S - - - - - 14 Ti-10 - - - - 14 12 10 - - - - 35 to' 14: 10 7 -----� .e 87 7 S5 4.5_ 14 12 5.5 - - - - 14 12 10 - N�4 1 12 10 - - - 95 7 - _ ___- _ 85. 7" J.5_ _ - - - 8 7. aS SS_ 3 - - - ___ _ _ 14 t2 5.5 - - - - 14 12 10 - - 14 12 10 - - - 14 ,2 4 - - .4 .12 10 - - �14 12 J - - - - - 14 12 B - - , 12 10 - - - - _ 15 BS - - 1S 65 4 - B 0 55 45 4t4 tI' S - - 14 12 IO - - 4 ,2' 10 - - - - - 23 9S - - - - - - 135 95 4.5 - - - - 8 0 6 5 474 12 1♦ 12 - - 4 12 - - - - 9 45 - - - - - 9 65 - - - - 8 65 4.5 39 J - 1a 11 _ _ _ -_ - t4 12i214 114 t2HV .BLADE OR HV BLADE 1410 - - - 14 12 - 11 12 - - - OS$S - - - - - - 05 8 -- - - - - 8 B 5J514 12 - - - 14 12 - - - 4 12 - - - iS 6 - - - - - - 15 8S - - - 8 8. SS 45 -- -- W/ (1A1 HV WINDBW BLADE i4 ,2 - - - - - - „ ,2 - - - 4 .2 - - - - - - 3 - - -_ -__-_ _- _ - _ _ -14•_0• 1412 _ - - - - - 14 12 - - - 4 12 - - - - - - t4 9 - - - - - - 14 18 B__B B 7S 4 -I4 7 - - - - - 14 12 - - - - - - 14 72 - - - - - - 10. 4 - - __ 1075 - - - -- 8 7.5 5 4 J _- 14 Its - -- - - - - 14 12 - - - - - - 14 12' - - 0.5 4 O5 8 - 8 B 5 4: 14 - _.. - _ __ - - 14 - - ---- - - ,4 - - •' - - 7.S _ - - - - _ 75 - - - - - - - - - 14 - - - - - ib - - - - - 14 - _ _ _ _ 19 - - - - - - 14 - - - - - _ - - - - _ _ 7s Ss as 3 _ _ 9 __ 14 - - - - - _. - 14 - - - - - 14 - - - - _ - - 10. - - - - _ TO - - - - - _8 _ 73 b 1 I4 _ _ _ _ _ _ _ ,4 _ _ _ _ _ _. 14 _ _ _ _ _ _ 7.._ _ _ _ _ _ 7 _ _ .5 fa - - - - - - 14 - - _" - _.14 - - - - 14. - - - - - 14 - - - - - - - - - - JFLORIDA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ ___ __14 14 „ _ B - - a e a e 7S 6 314 - - - - - - ti' - ._ - - - - ._ 14 _. _ _ _ BS - _ _ - - _ = 95 - 535 BUILDING CODE(Non Nigh Velocity :Hurricone Zone: r� ®zo,5 EASTERN METAL SUPPLY,INC. R A BERTHA HV IM IL ECO ,��. A.S.ST.A. Accordion Shutter System American Shutter S stems KV.HADE NF1 W/OR w/o HV._WINDO BLADE TICCIT-TESTING & ENGINEERING COMPANY Y V_N DESCRIPTION DATE oluwll 1w IL1. �'-• STATE GF *' '63:5 N.W.3UL.SE.Sle.30i NRG9dA fiIR0i115,n11R104 JJI Association, Inc. 1 OLD.11-192.__..._4/13/1.5 wTe a/13/15 --� Plrone:(305)071-1530.F9.:(305)871-1531 4268 Westroods Drive 2 _ �' IpP ,•'� ` -t„oa:5nod.00m - --' DRAWING No i ESS1'• \C�`�� F.5-0006719 West Palm Beach, FL '53407 3 - -._ -, ,-_ 15-085 �OWLEN`Ao wILORIDA.L;g 4416iE. 5 "- SHEET _. P.E..�(AL ffll)Hp1URE/DATE s " E OF 20 M0.7(IMUM ANCHORS SPACING find SCHEDULE FOR GIVEN'MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &JI). DESIGN NEGATIVE PRESSURE RATING AND A.CORONNDING MOUNTING TYPE FOR CONCRETE OR CONCREIE BLOCK INSfAULAT10NS (SEE MOUNTINGS I,G.&H ON SHFEIS 6 B 1) - - 1.ANCHORS TO SUBSTRATE SEWl BE AS FOLLOWS: POURD awsumFJ00NOm BOCK -. POURED ODNC EIE .. (A) TO EXISTING POURED CONCRETE(Min.fe-3 k01) NA70 w (WALL SILL MOUNTING ©COUNG MOUNTING HO FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUBDEJL(w-1•c=3 ksi) SPAR ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL PoOJTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECAL1Y COMPANY.(Min.1'c=3 ksi) (0) A=GERIW 1 EGM PRml7S RAIM kSZ.OESCR HECK HSSMI RUMT4.51 DEW N IIWAI E PRESM RAING - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Yin.1'c:o'2 ksi) TAPCON OR _ SD 40 60 75 90 ,20 160 20530 40: 60 75 90 120 160 WIL 90 120 160 205 - 1/4'0 TAPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTF218UTED BY ALL POINTS SCREW;BOLT&SPECIALTY IAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR'AUTHORIZED VENDOR REGISTERED WIN THE AMERICAN SHUTTER SYSIDAS ASSOCIATION.INC. .14. 2 10 9 8 8 6 5. 14. 12. 10 9 8 8 6 .12. B 8 8 B .THREADFORM TECHNOLOGY .. - 3'-D� 14 12 to 9 B e 6 e 14 1- Y0 9 B 8 6 .12 8 8 6 8 (win.1'k=3 ksi) OR LESSt{' 12 10 9 e 8 e e 11 12. 10 a 8 8 612 B 8 6 5 N-I.POINTS SOLID-SET BLUE TAP W/CPP 14 12 10, 9 B e '6 7 14 12 10 9. B 8 6 12 8 8 B 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF 7APCON OR TAPCON WITH ADVANCED THREADFORY TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 B. 7 35 S5 14 12 10 9 8. .e. 8 12 .6 5' TAPPER+ ANCHORS IS 1 3/4-.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2 4_O. 14 12 10 9 8 8. G. 5 14 12 t0 9 B. B 6. 12 8 .8. 6 5.5 14 12 10 a 'B 8' a 4- 14-- --10 9--8-"8 '6 12- -e =6-'4-Q.9 --- - - - - A:2)-MINIMUM EMBEDMENT OP-1/4'0 x 3/4'ALL POINTS SOUR-SET-ANCHORS-SHELL-BE=7/8'OtT0-1HE POURED CONCRETE.-NO-EMBEDMENT-- -- ONCRETE.-NO_EMBEDMFM__ _ 14 12 70 B e d 8�4.5 l4 12 10 B It 8 8 72 8 8 0 45INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EIOST.AVO 14 12 10 9 7S 5.3 3.3 - 14 12 10 9 8 B 8 12 5 17 5.5 a •SIE OF uSE Fd1 1'MINIMUM FOR WALLS WITH NO STUCCO. I4 12 10 9 D 0 6 B_ 14 12 _70 9 E 8 8 SS 1a 12 10 9 0 B B 43 et/0E 1C J1/0'+SMELT 19 5'-0� Is: 12 to s e 7 4 - 14 12: 10 9 It 85 5 15 i4 t2 i0 8_ 8S. 5 7.5 3 _ __ __ _ A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER.BE fbUNO ON THE EXISTING WALL OR.FLOOR. - _ -- 14 '12' 10. a -8 75'43 -•'14- 12- l0 9--e---8 6 IS Ta- 12 t0--9- a- 6- 4.5 7s____ _ _ _ -__-_ _ -_ANCHORS_SE W.L_BE_LONGiENOUGH 1p REliCH.1HF NNN STRUCTURE.BE6ND.SND WALL FlN611E5.ANCHORAGE SWILL FIE AS INDICATED ON _ 14 12 9.5 7b 6.5 4b - 14 12 10 9 8 7.5.5.5 -4- 14 12 70 9 8 8 a.5.JS NOTES 0.1)&A2).ABOVE.,FOR INSTALLATIONS ON VINYL.SIDING OR'OFS WITF1 OR WITHOUT METAL'STU05 CONSULT 7HHS-ENGINEER FOR- -- -- 6,-D. 14 12 19 9_ B 8 6 - 14 12 10 9 e. a fi'_ 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO 13FS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 .S 55 J - 14 12 10 8.5 7�55 4 J 14 12 B 8.5 55 4 1 3 -1p TO EXISTING CONCRETE BLOCK;(ASTM C-90) 14. 12 10 - B G - - 14 72 70 9 8 eS . 3.75114 12 10 85 8 5 4 - ()1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS LONUFAOTURED BY I.T.W.BUiLDEk. I4, 12. B BS 55 J - 14• 12 10. 9 e 6S 4,5 4 14 12 10 B. 7 5 3.5 3 _ 1/4-0 x.J 4.ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS_SCREW.BOLT&SPECIALTY COMPANY'. I< '12 10 9 8 8 - f/- 12 '10' 9 8 7 S 4 1a 12 f0 9'75 SS 1 3 /- - - 7•_p' .. ____ _._ _ .___.._ __ -. . _5 __....__ .___ .__- - 1/4'0 TAPE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. - 14 12 10 9 BS a - - 14 12 9 7S 6 4.5 3.5 - 14 10.3 7 5.5 45 3.0 / 14 12 10'85 7 4 - - 14 12 10 9 7b 5S 4 - 14 12 9 7 %B sA - 1/4'0 TMPFR+ANCHORS AS MANUFACTURED EN POWERS FASTENERS,INC.,PHD DISTR®IITED[TI•All FORDS SCREW,BOLT&SPECNON 14 11 7 5;5 1,5 - _ - 14 12 10 9 7,5 55. 4' 14 12 9 7 6 4;5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 9 '8 0.5 - - 14 12 10 9 :B. '6 1' - 14 L 70 8 6S S. 35 '- NOTES: 1412 8S 7 55.3 - - 14 72 6 6S 55 -4 :3 2S 93 6 5 4 3 - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND LAPPET+ANCHORS 6 1 1/4'AND TAPCON 14 1295 75 6 - - - 14 12 95 8 6S 5 - - 74 72 e: 6' GS 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9a` 6.5 5 14. 1210' 8 6S 5 14' 12 E 85 5 4 12 to 9 75 4S - - 14 t2 83 7 55 • - - B.2)MINIMUM.EMBEDMENT OF 1/4 0 x 3/4'.ALL POINTS SOUD-SET ANCHORS SHALL HE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO g•_p' _ ._ _ __ -:___. .__._ _ - 2 S.S. INE SCREW USED SHALL BE 1 / 14 11S 73 8 1 - - - 14 11 7 5.5 3 33 7. - EMBEDMENT INTO STUCCO SHALL BE PERMDTED: 1/4'0-20 MACH 1 2'LONG MINIMUM SHOULD STUCCO .._ -_ ._ .-_..-__ - --' "_..._- _6 CS _-- I4 12 0 6.514.5 - - to 12 8.5 7 9b 4 - - 14 TOS 7 SS 6 {:5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11S BS SS'4 - - 14 12 9 7 :6 4.5 - 19 11 7 5.5 45 1:5 - 10'-0' 14 12 10 -9 72- -_ H 12 10 8_'65 _5 -'__- 14 12 B_ 6 5_ 4 _ 8.3) IN CASE THAT PRECAST.STONE.PRECAST CONCRETE PANELS,PAVERS OR ANI'VENEER BE FOUND ON THE E)GsnNG WALL OR FLOOR. 14 10.5-7 A.J- - - 1J 9S 6S 5 -4 S - 10 75 3 's 3 ANCHORS SHA L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SAID WALL FINISHES.ANCHORAGE SNAIL BE AS INDICATED ON 14 11' 75 5.5 - f1 Its 9 6 5 { - 12.5 95 6 S' 4 1 NOTES-B.1)&0.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WTIHOUT METAL SKIDS CONSULT THIS ENGINEER. 105-6 5_ - - - = 14- 12 '8: 0.5 55 4 - 13 to 6.5 5; 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - -__-_ - - 14' 12 9 7 6 4.5 - _ 14' 10.5 7 55_4 3.5 - _ - 1Y- 9 8 4b 4 3 9 7 �.S 33 ] (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SFECIFICATONS OF THE ANCHOR'S MANUFACTURER. 74 10 7 - - - - - 14 105 7 5.5 43 - - - 1S BS 5.9 t.5 75 - - - B.5 7 45 - 14 773 T,5 8 3 - - I- 9 6 4.5 4 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS:SPACING'RELATIONSHIP FOR ANCHORS. - 12'-O' 14 12 10 - - - - - 14 12 8 6.5 55 - - - 13 10 G.5 5 4 - - EDGE DISTANCE VERSUS SPACING SQyF,QgJ FOR ANCHOR$; - - 11S 85 4.5 - _ 11 8 SS 4 JS - 8 8 4 3 _ _ _ MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE UKYANCF-S INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING J.5 9S 6 IS 9S 65 5 a OS H 5 4 BY MULTIPLYING SPACING SHOWN ON SCHFOUL.E BY-THF.FOLLOWING FACTION$. 9 6.5 - 14 10.5 '7 5.5 I5 - 11' BS SS 4b JS - REDUCED SPACING-OBTAINED USING FACTOR.SHN.L NOT.BE.LLSS TIHA1 MINIMUM SPACING LNDICATED.FOR EACH ANCHOR TYPE.. 14 12 - - - _-_ - 14-11.5 7S 6 5 12 9 e `s5_ - - - FACTOR 13'-0- 05 8 - - - _- - - 10'75 5_ 4 _3 - - - 7.5 5.5 _4 3 - - - - ACTUAL iz s a 4.5 4 - - - 9.5 5 5 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP - TAPCON WITH ADVANCED TAPPER +: : 1J 9.516.5 5 - - - - os 75 5 4 - - - - HV BLADE O OICUNCE THRt�ADFORM TECHNOLOGY - _ MIN.SPACING 14'-0' 14 12 _ - - - - - 14 TOS 7 55 - - - - 11 BS 5.5 -L - - - ED. MIN.SPACING='3' MIN.SPACING 3' : MIN._SPACING -3 1/2• MIN.SPACING- 3- 3.3/4- 4' 10 75 - - - - - - 0 7 1.5 J.5 - - - - 7_ 5 35_3_ - _-_ - HV BLADE W POURED CONCREIE& Pq,�p COE B XX POURED CONCRETE& POURED CONCRETE'&RIMED p 7E Cpm ROOK 1.5 8 _ _ _ _ _ _ 11 8 5.3 /.5 - - - - 0 8_5 48 - - - - - + CONCRETE BLOCK IDL M-3 I/Y LDL ED.-2 Ile CONCRETE BLOCK CONCRETE BLACK 641 ED.-3 f/1'YIL E0.-2 I/Y _. 12 9 '8 . _ _ _ - 95 7 45 t WINDOW Mh EO=S .. .. HO ED.-3 1 .. MW Fd-J' i4 - = - - - = 3b 10 6.5 - - - = 05 8. 5-..-._-..--- BLADE WORKING 3' 1.0 0.90 ,.o o.7B .,.0 0,64 - 1_0_-- 15'-0' -^ -- - - - -. -_ ..2_1/26 _.- - -- 0.81-- 1.0- __..---_. _ ._--... _ .___ ._ 0.67--- -- 7.0 9 - - - - - 6.5 5' 3 _ io.._. _ os e.5.... ==e ._e.4 ..= _ - - IN UNISON ♦ -2- -_--- 0.71 os, - 7 _ 1.5 BS 8.5 _ _ _ _ _ 9 6S 4.5 _ _ _ _ _ 1 3/4' .___ _ _0.91 - - - - .. 0.43 25 95 6 - - - - 10 7S 5 - - - -- 16'-0' B 6 4 - - 6 45 3 _ 1 1 2- 0.35 - - - - 0:35 - FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone ```V��P p,•TICC/�✓/ O 2015 EASIERN METAL SUPPLY.INC. �.. EN9 BERTHA HVTM F7MTE�c O O S S A Accordion Shutter System N c. ■ ■ ■ ■ KV.BADE#i 111/OR W/O INV. WNDOW MADE ��1 /J: c American Shutter Systems qEV.M " DESCRIPTION DATE DRAWN BY: N.1,_ •¢'_ TINT TESTING & ENGINEERING COMPANY i STATE OF : = Association. Inc. 1 OLD I1-,92 4/13/L5 OA7E '4/13/15 6=5 N.M.36N.SL,SET.303.VWGT GAH01115.ROWOA 3316 .�� O O ,• i Phone (305)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No l e-�aR:meec4oaol•wT West Palm Beach, FL 33407 3 a,SS14NA�-�00 WALTER A TtuT1Jr.P.E ' -_ 15-085: FLORIDA Uc.O 44767 s SHEET P.E. 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DESIGN PRESSURE RATING (p.s.fa AND CORRESPONDING 1491MUM ANCHOR SPACING (tn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE &S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING_TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !E� L__J B TRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR 1/2" MIN. CDX 2 W/SOUTH / PI E No. 'SPRUCE PINE SPRUCE PIN MiN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD _ D Gr MIN, 0 Sp W/ W/ MIN;:G=0.43 W NTN. C=0.36 YAtc0A1N SPAN(K) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING_ MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WAIL MOUNTINGS 8.0.WALL MOUNTINGS B.O. Wal MOUNITFIGS B.O.WALL MOUNTINGS - - --- ----- ---- -- -W-& XW-& X - - - - ----W-& X P & 0 S&v S &v S&v --�+IEua�Dac tR+) sa®z 6RSM SNE FRt G4 aI971I�IHIarE FATK!� ¢SHL Nwa 11E51ET1�G r� 0.9m T6taE Rf59Td a17e(� u9w IEGaIE RS9R Rm16IFn otYa IEca[1116WE FnG(� n Ir�H 1�ATa 1RS.vrs TAlO fdl a�uumT R13sa eAT,c(y) ugli IELQVE R1nuE TOTS yd1 3U 40 fi0 75 90 05 JO 40 60 75 90 OS 30 40 fi0 75 90 05 JU 40 6U 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 901105-30 40 GO 75 90 105.30740 60 75 90 OS 30 40 60 75 90 OS -- - - '-0'bR 12 10 70-9. & 8" 6- 6_ 6 6 6 6 12. 10- 10 9 8 8- 6 6-._6 6 -8 8 12 10-10 9 S. .8 6 6 6 -6- 6 6 6 5. ,4 4 4 3 12' 1212 12 12- 12 12 12 12 12"12 12 12 12.12 12 12 12 4•-0° 72 10 70 9 8 8 6 6 6 6 -6 6 12 10 10 9 8 8 6 6 6 6 6 6 I2 10 10 9 8 8 6 6 616- 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- ---- _ 12 10 70 9 8 B 6 6 6 fi 6 5.5 12 10 10 9_ 8_ B fi 6 _6 6 _6 5 12 10_ f 0 9_ B 7 6 6 _6 6_ 6 5 6 5 4: 4 4 3 12 12 12 12 12 12 12 12 12 72 f 2 12 12 12 12_12 12 0. 12 10' f0 9 8 6.5 6 6 6 G 5 a.5 12 10 10 9 8 6 6 G .5 M15 12 10 10 9 G JS 8 6 6 fi 5 M1.5 6 5 4 4 3.5 - 12.12 I2 12 12 12 12 12 12 72 12_12 12 12' 12 12 12 10 8.5 7•-0" 12 10 To 9 6.5 4 e B G 5.5 4.5 4 12 10 TO 9 5 J 6 8 G 5 4 3.5 12 10 10 7 .5 - 6 6 6 5 4 JS 6 5 4 4 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 6.5 75 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 M1- 6 6 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 7S 9 7.5 6S 9'-O' 17. 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - G 6 45 4' 3 3 6 5 3.5 - - 12- 12 12 12 72 10. 12 12 12 1:-9:5 8S 12 11 10 8 6.5 SS tU•-0' 12 10 7.5.4 6 6 5 4 3 - 12 70 6 3 6 6. 4 5 3 - 11. 10 3 - - 6 6 4 .5 3 � � 8 - 12 12 12 12 1.59.5 12. 12 12 f0. 8.5 7.5..12 12 9 7 G 5 _.__ --..�.�. ..._ .� _ .- _ _ _ .-. - 5 - - _ II•-0" 12 10 5.5 12 10 4.5- 6 5.5 3.5- - 12 10 - 6 5.5 4 - � G 5 - 12 17. 12 12 10 8.5 12.12 12 9.5 8 7 12 12 8 65 5.5 4.5 _ 12•-O' 12 10 45 - __ - 6 6 4 - 12 70 3.5- 1- 6�. 5 3.5- - 12 10 = 6 5 3.5 - - - 6: 5 - - - 12 12 12 1. 9.5 8 12 12 7 7 8.5 7-8 12 ;;1:5 7.5.6 5 _4 13•-0' 12 10 -- - 6 6 - t2 10 - - 4:5 - - - 12 7.5 - 6 4.5 - - - - 64.5 .r 12 12 12 10: 8.57.5 12 12 10 8 6.5 55 12' 0:5 7. 5-5614'-O" 12 10 - - G -5 - - 12 7 - 4.5 - - 12 jL - - .5 4.5 - - - 6 3 - - - 12 12 12. 95 8 6 12 72 9.5 7.5 6 45 12 9.5 6.5 5 415•-O" 72 - 6. - - - 12. - - - 12 - 6 - - - 12 12 11 9 75 5 12 12 85 76 4 12 9 6 416•-0" 12 _ - - _ - - 12 = _ - - - _ _ t - - - fi - - 4.5 3.5 i (10 HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE WORKING IN UNISON* •SEE CMTAf1:Yl3 a IY.T TOR MADE C790N 91EET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFTIT SHALL BE AS FOU.UW5: M SUBSTRATE SHALL CONSIST OF THE FOLI.OWOIG; - -SOUTHERN PINE No.2 W/G=0S5(N.DS) - 1/4-0 TAPCON ANCHORS.AS L6UIUFACTURm Bf I.T.W.BUILDEX W/MDIOdUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE FINE FIR NORTH W/G-0.43(ND.S.) EXCEPTION:SET:NOTE 2 BELOW. -SPRUCE PINE FIR.SOUTH W/C-0.36(N.O.S.) 2.ANCHORS 10 HOLLOW CEILING SIHAlI.DE AS PER UOIINIINC TYPE U.S11rET 17 AND SIULLL CONSIST OF -MIN.1/2-COX PLYWOOD(1986 APA) UG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANC14ORS SHALL BE.INSTALLED FOLLOWING ALL OF THE RECOMMENrATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 FJSTMN UETAL SUPPLY.INC. BERTHA HVTm "- " Accordion Splutter System IL �N�. �� . E O ■ ■ KV..MAX#1 W/OR wJo KV. WINDOW eIADE P:'' �� •, Amerlccn Shutter SystemsEV.N " .DESCRIPIIONDATE' DRAWN BY, MIL TILLIT TESTING & ENGINEERING COMPANY Aln 11��67 SM WW.36N.SL.Ste.3W,W(UNM GMWLNS,FLORAQA 331ASSOClOtt071e Inc. -t OLD 11-192 4/13/15 DATE 4/13/15 Pnono:(305)871-15'.0.Fox:(305)871-1531 4268 Westroads Drive 2 DRAYIING No -mac snewoeoLrom West Palm Beach, FL 33407 3 o EB-0006719 A•, STpTEOF :�` WATER A.T1LW J.P.E. 4 5-085 f-i V�Y FLORIN Lie.0 46167 .6 S TSDF 2U Tom'''�•.,4J'Si 0 N.... INSTALLATION. DETAILS .:ON . EXISTING WOOD BUILDINGS . FOR n HV & I& H 'BLADES AS APPLICABLE MAX. SHUTTER SPA 4- 6R L— FbR INSTALLATIONS INTO WOOD WITH HV BLADE 1 . NLY SHALL .WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING, SEE SHEET FOR -MAX SPAN & 4.0 TAPCON OR. A.S.D. DESIGN.'PRESSURE RATING :EOR INSTALLATION W1 @LADE (1).& A.WORKING IN UNISON YAPCON WITH ADVANCED THREADFORM TECHNOLOGY1/4.0 TAPCON OR I± _ ��� W/ 1 1/2"Min.PENETRATION /� TAPCON WITH ADVANCED TFIREAOFORM TECHNOLOGY -- -- .OF THREADED AREA TO W/I 1/2'Min.PENETRATION OF.THREADED AREA TO EMS I I O IXISTING WOOD HEADER. WOOD HEADER.(SEE SCHIMLE ON SHEET 15) I (SEE, r t (DOR (SEE SCHEDULE ON SHEET 15) � 1/4'0-20x]/4"SS, MACHINE �-axm,F ON SHEET �"'18 SCREWS W/ 1/4--20 NUTS 1 11 FOR FOR 5 Min. EXISTING 3 BLADES(I)&S� - _-a_ _ _ -_ _ GLASS—& rINSH I I I I EXISTING MIN. FINISH d_... - QDR(q IXISRNG MIN. HEADER REQUIRED_ _ --- (DOR®� I 2"x4'.WOOD 'f ({ I, 1 j"0 TAPCON OR TAPCON WITH ADVANCED 1 HEADER REQUIRED111` L7I RFADFORM TECHNOLOGY W/1 1/2' CLASS -1 1, Mir: PENETRATION OF iHRECFD AREA TO ( MIN.SSEPARATION 10.CLASS I 1 Lxisri NC WOOD HEADER. 11 FOR�m EXISTING (SEE CHEDULE ON SHEET 11) ri SI (SEE SCHEDULE ON,SHEET 1S) ON 19 FOR GLASS.--'1 I I _�__. t,--�. C• MIN.SEPleATION 1 .2°x4"CONT.SILL BlN1F5 Silk f& D PLATE REDD, ON HV WALL HEADER INSTALLATION OHV=WAG SILL INSTALLATION I •I ON E -- — - ._...--.._..._ _i_•._ — M HV WALL HEADER INSTALLATION 0 , t I I MIN.SEPARATON TO CLASS I IXISRNG `-- f MIN.SEPARATION TO GLASS _ (SEE SCHEDULE ON SHEET 11) GLA55- E%ISTINO ' [XSRNG x /�'(SEr.SCHEDULE ON SHEET 11)" C>> I ' 2"x4"CO MIN.SEPARATION.TO GLASS t I O GLASY x GLA55--3 a (SEE SCHEDULE ON SHEET 11) ( I WOOD PLATE ! 1/4'0-20[3/4"S.S.' .S. v _ 1 MACHINE SCRIPS REO'0: o` - 1/4-0-20.J/4-S.S. 1 LASING 1/4'-20 NUTS 1 - :••. ." ''�.._.MACHINE SCREWS W/ I IIt WALL " 1/4'-20 NUTS t0 12° i A 12'O.C.-- FINISH I I J / I O.C. i�•'I,. � I 11 I �� I . / ©oR18 © i �; : ���• QaN�� 1 oR 15 tj •I 2"r4'CONT, 1 ` WOOD PLATE 1 -EO--CO- — ULL - C1-t-E REU'O- _>4u _.. I. Min. 1'Min. y !L 1/4"0 TAPCON OR TAPCON WITH ADVANCED '1 , " _ •�� ©CEG® �1 t yl _ �1 ' I THREADFORM TECHNOLOGY W/1 1/2- 1 t I 1 l' ?'x4',CONT. Min. PENETI7AilON Or THREADED ARCA TO L 1 1 I/4-0 TAPCON OR TAPCON wml ADVANCED I 1. SILL PLAIE -- IXLSTNG WOOD REAVR. 1 -- f( .i 1/4'0 TAPCON OR Li4TE: }REV'D. 1 (SEE SCHEDULE ON SHEET 15) THF:EAOFORM TECHNOLOGY'N/ 1/2° S 'IAYCON WITIi ADVANCED 1-SEE SHEET 4 FOR TYPICAL. q ,,•1 Min. FLNETRITIC14 OF THREADED AREA INTO PLYN000 1/2'MIH.CD1� THREADFORM TECHNOLOGY SHUTIER ASSEMBLY. -w'W.FINISH (SEE SCHEDULE ON SHEET 15) IXISTNC MIN.2"xa' PLY'N(R)D REV'D. W/ 1/2"Min. PENLlRAt10N.OF 2-MOUNTING SECTIONS CAN BE v 1/2°MIN.COX PLYWOOD REO'D. STUDS® 1G'O.C.MAX. 1ygLL nNIS\THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TV REO'D.PLYWOOD TO DE (SEF.SCHEDULE ON SHEET t5) SUIT ANY INSTALLATION. ®.HV WALL SILL INSTALLATION XISNNG MIN. 2'x4'STUDS b 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WRII - WfThl$ECRON 2308 OF TELE F.B.C. SECTION 7108 OF THE &HV WALL SILL' INSTALLATION ♦SFE IJGATiONS bF t1SE Or ©HV WALL SILL IN F.B.c. BLnDE QN sHEEr 19 FLORIDA BUILDING'CODE(Hon High Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY. INC. `,,�,�•L RIA 7.14 % BERTHA VTM A■S.S.A. Accordion Shutter System ,,/ �(/��/� KV. RADE#1 W/OR W/o HV. WINDOW BLADE '+''P•�y""- = TILLIT TESTING k ENGINEERING COMPANY American Shutter systems Eli DtSCRIWION DATE ORAWN B/: M.L *: 'JLC •* 6355 N.W.Sri N.St..Ste.30.5.Va1GMA GARDD4.n.ORCA Jif A950CIOti00, Inc. 1 OLD 11-192 4/IJ/15 DA1E: 4/13/15 PNme:(305)871-1530.rax:(305)871-1531 4268 Westrodds Drive DRAWING Nu t- d:tilt-0-1— West Palm Beach. FL 33407 3 i95-085 EB-0008719 U .••�� WN.TCR A TtLUT Jr.P.E.P4 DAFLORIDA ua.d 44167 5 SHEET 1L 6 is-or 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORM HV & JA HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEME CD ONLY SH B TED TO. 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHE .d 0 MA -WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 WORKING IN UNISON .� 1/4'0 TAPCON OR o EO -EQ 2'MIN. - TAPCON Wfnl ADVANCED 4'xB'(Min.)EXISTINGIF THREADFORM TECHNOLOGY WWI)BEAM REQUIRED. EU(,E(IF APPUTABLE) W/1 1/2'-Min.PENETRATION 1/4"0-2 0x3 4.S.S. STRUCTURAL ADEQUACYOF THREADED AREA TO. / OF EXISTING WOOD BEAM Q • PHIWPS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. -Min.- ____ _ _ EIOSRNG WOOD MACHINE SCREWS REGISTERED ENGINEER OR �— --- TRUSSES OR �(SEE SCHEDUIE ON SHF17 15) Ea EO I W/2*D.C. WINS ARCHITECT I PRIOR TO -'- ' 'O E O 12'O.C. SHUTTER INSTALLATION. 1/2' - - I/2' _ ORAFTER CE EQU RED -- - - F -_� 1/4 0 7APCON OR -- E _ _- --— -- EXISTING SOFFIT 1APCON WITH ADVANCED -257' THREADFORM TECHNOLOGY i_ _ -- -- - Max W/ 1 1 2 Mm PENETRATION_. - _ .-E E -1'x$xl B'COHN'._ALUM.TUBE _ _ �I I I _ -_ OF OF -AREA TO' -_� ___`:EQ: p - _._ __ -,_ - 814x}/4" _ _ _ _ I I S.M.S. - -;1- - - -'(6063-T6 ALLOY) i(I OPIIONAL I 'EXISTING WOOD HEADER. - O 6'OC. I (3)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SHEET 15) 1 Or 13 Of 15 EACH RAFTER OR TRUSS. 1l or 103 or Q I LOCATE IAG SCREWS AT MIDri1DTH DF EXISTING WOOD FXISIING MIN 2"x4•_ _- _ _ _ —O I I I__1 I - I i - MEMBER, (2'Min.NOMIN4 EXISTING-T HEADER HEO'D I -I OP STUD OAACCEPT PENETRATION OF THREADED MIN.SEPARATION TO GLASS I „ -.--_(SEE SCHEDULE ON SHEET 11) EXISTING I �. 5/16'0 LAC SCREW PT i GLASS- -1 '� AT CENTER OF TUBE AREA.VAUD FOR INSTALLATIONS WITH 72p.I _I..,.--.�._-I I Iaa.SEFEJNTXrN I MAX.A.S.D. DESIGN LOAD AND HV WALL HEADER INSTALLATION I —t.�(� N oarnSc I wk TU S SEN 9'-0'MNG SPAN.THIS CIASS-- ro QASS(SEE INSTALLATION LS ONLY VALID It�SAND O DR ®♦ -,S,7W.a 9¢T I FOR WOOD W/MIN.SPECIFIC It t0R 9ADE OAw GRAVITY OF 0.50.AS DOUGLAS NpS; L9raV5Nk fit__ __ 1 ONaN4< - I ♦ FIR OR SOUTIIERN'PINF No.2 1-SEE SIFT 4 r0R TYPICAL SHUTTER ASSEUMY - -�- I _ -OQR® OR EDLMIL 2-MOUNTRIG SECTIONS CAN BE COMMNFD T V CEILING INSTALLATION --- -//�1`--" J IN ANY WAY TO SUIT ANY INSTAUATION. -l U/ V L NG ST LLATION III 1 - ----- —J1— I ro (s¢' ( —"1�OR 1�♦ I-—" I f _ I MIN- I MIN.SEPARATION TO GLASS "'I IIS DU EE ON I SEPARATION I I -_(SEE SCHEDULE ON SHE ET 1i)--_-- I � CLASNS I N&9 (SEE SCHEDULE I.._—.___..._ RADES "IS nNGJ 01 I ION SI IEET 11) ( I c1Ass I l i s -j I 11 ? ALTERNATE_ I I ANCHORT-ID, LOCATION . E%IG SNS_I FINiSI I i I i( ( W10x3E/R4"HIXII i - 1 I2'x6'Mw.WOu.. � 7 -(---- n"I InN. ASH HEAD TEX I DECK REpDIRED O i SCREWS O 12"0.c (NO FINISH 13 OR 2'x6'MIN.WOOD \ i �p ) DECK REQUIRED(NO I' r FINISH ALLOWED) _ - EDGE ( _ �1 2' L_ - OF _ - EDGE OF DECK EDGE OF DECK 7 ... � -- - J - QI 1F APPLICABLE _ _�3_-- __ DECK IF - -- '- _-_ _ IF APPLY„ABLE '•L -� t. 1/4-0-20x3/4'S.S. _ _ _ APPLICABLE .� ' 1 1.1 1/4'0 TAPCON OR Min. \PHILLIPS TRUSS HEAD -^�-"==2'. ___ __--- �1• 1 j TAPCON WRIT ADVANCED MACHINE SCREWS '---�" -- - 1/4'0 TAPCON OR EAPCON WITH ADVANCED' 7.x4"CONT. ,r// _-2'MIN. -SILT.PLATE II' THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS I/M1"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM J THNEADFORM TECHNOLOGY W/ 1 1/2'Min. 1` W/T 1/2'Min.PENETRATION R 12'O.C. -2'MIN.--- PENETRATION of THREADED 1 IREO'0. i1 OF THREADED AREA TO TECHNOLOGY'N/ 1 1/2'MIn. PENETRATION OF THREADED AREA TO E%ISRNG WOOD HEADER. (SEE 111 { EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SIE SCHEDULE ON SHEET 15) SCHEDULE ON SHUT IS) SSi (SEE SCHEDULE ON SHEET 15) ♦SEE UM ATgNS OF USE FOR �Xj.HV WALK—OVER INSTALLATION V HV WALL SILL INSTALLATION BADE_ONSHEET19 HV FLOOR INSTALLATION U FLORIDA BUILDING CODE(N., High Velocity Hurricane Zona `'01,k1vR A- T��i�T,--- - m2015 EASTERN METAL SUPPLY,INC. �: �\CEN :✓9-,,, BERTHA HV11M �•.)-� s`�— S A Accordion Shutter System /T1 AS . . .L: E.C O 1 N C. . N.V.RADE#1 W/OR W/O KV.WINDOW BLADE American Shutter Systems -.0: � n�K�, TILLIT TESTING & ENGINEERING COMPANY &W DESCRIPTION DATE 69AWN 6: Me t. 1 UUUF :Q` 63M.N.n..36th.St,Ste.507,%MM GNa0Q6,TLORCA 5116 A990CIa#TOrL Inc. 1. OLD t I-192 4/t3/ts DATE.- 4/13 15 %ptv, Pnone,:(aDs)e71-1s3o.ra.:(Sos)67t-1s3t 4268 Westroads Drive -z. DRAWING No -'-.�ccS'•.`.uHI `� e-mal:tiit...O.W.— West Palm Beach, FL 33407 5 5—OBrJ ,,s�5AL F��a�`� M'ALTER A TRUT1Jr.P.E P.E. SEA 9100 Rt DATE FLORIDA uc.g 4x167 SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO. 2"x4" MIN WOOD STUDS 2'N'YO}.'MOOD ?'.4:YIN. siVtlS RlpU. _?'N•YIN.FO03 6'OW mos fftY wo" 5fU0.S DOWD. {u lA!CM2} ; -rNo+oa:o 6 at. \\ / W 1 i/Ilrro/OMO Y ?WOOD Y4•iSn l I srurs'mt ti/YHt x - ./ - It\ / - (APVUC&AE) G•„ t/7',4STRAilU1 �y t t t'nmNR 74/55 { SM15!AST. I .-fJn5tirN;GU.'� j44•` /-`fla•TNL CA45 uN SEF'swa+ _ - - -m a.�(stt �:•;^�-s ti's. �. •;h; ,/z'ev.mu .• m�� Pr»vca- _ 1A R MR tN SfD R1wOOD. - '•'+ ..x..F.y -J'': �lZt[E SiII iLNME/IA`U �- --Craj3'• �. .....aOiym. 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UK xruurar t :. ,cry a+ OR n•Ya 4) (4 • SEE t MtfRT ON OF USE F To 4455 .- 11 f,R 474E 6� 4 /' amV6.19 FOR N 19 ON .. D _ 61ME 1 O SHCEi o, t to R:,t ,f?•i�., ,,.. ttnzsi_ty� 0101 R I OR o-µ _— _ '"'�'" _ _—_ ---' -• �6 orct�oa i�'tur I63+f4•�67.0+(e}{�.(g- `.rNLrlN:N z•.1•.uW.t w Y .•,W&L oa+CL.Cs�•i�JTn^A5 •Qa- Doul3loN(t �r ms Y / i9 -Cn•f# r7J Ea: VIEW snRwo. ncsx- Lpos-o-OP-0•'9- PLAN 4t€�-3 f�-O f- iia @ 13-C8-a- END END CONNECTION DETdl1 CONNEC710N DEtAIL 112 DETAIL X tl j� FLORIDA BUILDING CODE(Kon High Velocity Hurricane Zone ,,+rrruu 1 nwat .`\,\\���(�E1... F�� tG 0)2015 EASTERN METAL SUPPLY,IN6 'Is'`�'' UN ��'-, ZV Mc —tet• A BERTHA HV�M �w�. ANS.S.A. Accordion Shutter System xu IXAX#1 w1 OR w/a KV.WMW> AIX TILLIT TESTING & ENGINEERING COMPANY American Shaffer sy$fem3 .N :: OESCR,PIION DATC. DRAWN 6Y: 'M.l i _ TC fYr 63,`51NW,35N.St•Ste.305,VIRCau CMOEtis,MoNm 331 A§socTatSoll; Inc. I OLD 11-792 4/13/15 DAV_ A/13/15 0.1 F h 1Jr Aho„-,vo5wi-is".To—(305)871-1531 4268 Westroodc GAve '2 l(jj�lj}A ,•'� a-moa:t eca0oolcom West Palm BeOch, Ft. 33407 3 DRAWING No °%"jC�S%O �"�(���`i.\`` WALIV7BA 1114 r/r.P.E. 4 15-085 P.E." 1Y♦ ,r}i;ML\V\�REDATE FLOROA U /44167 5 SHEET 8 180F 20 • GENERAL LIMITATIONS AND C-ONDR10N5 OF U.SE FOR BERTHA 1.MAX A.S.D.DESIGN PRESSURE RATING:+.110.- 110 p..f. WIX.SHURFR SPAN:96- 3.ALLOVIE MOUNTINGS:A.D,G&-H ON SHEETS 6.7;AS WELL AS . MOUNTINGS M,0,T.U&W'ON SHEETS 16& 17. . ONLY CENfERMAYES 21 (60TH W/�4 OR 2 ARE ALLOWED WITH Lc.} gfi)pR�"" (}2,� WEED p0�'i( Y SI O oa®ux r _�J - IAC�� )MUST BE INCLUDED ONLY AT�.DMIOR ACCESS SIDE OF OPPOSING NP.E0. END _ - / _ / _ , / • _ • S.(A)HV WINDOW BLADE13, SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER RLADE AT SPACINGS SHOWN ON SHEET 4. (B)MIN.CLEARANCE FR TOP OR DOTEOM EDGE OF HV WINDOW BLADE_ MAX.5 WINDOWS ALLOWEDWINDOW • "s .♦ 1 • • _ O ANY 3.0_HOLE FOR OSHN1 BVI DLADE _ • • (CN FIRST OR LW BLADE COMING our FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE V/l n / / (D)HV WINDOW BADE @ MUST BE USED ALTERNATE TO A SOLID HV BLADE tO 10 THROUGHOUT SHUTTER'S WIDTH. a (q C TES SHALL ALWAYS BE INSTALLED D.I A /tCFM i0 A 50110 HV _ BLADE(1 AT 1OMER 510E OF THEM. x Q yTTt (F)POLYCARBONATE HV WINDOW @ SHAD.BE INSTALLED SOTABS FACE SEE END A .1gg9 THE INTERIOR OF THE OPENING RING PROTECTED.IHV-YANDOW�MUST BE CONNECTION • / / / / zFM ONLY INSTALLED AND LOCKED USING A WSE717NG TOOL PROVIDED BY ASSA DETAILS ON SHEETS I - INC. 10&.16 TYP. FULL HFUGFTf. dg>3{ 6.SEE ANCHOR wooci FRAME BURDINGS ON SHEET ILS,ASHEDU�BY SPAIN ANDODESIGN OLOAD((SEE NOTES zTYP1 &2 ABOVEJ: 5 C^� %.SFE ANCHOR.C SPACING BLOCKSCHEDULEWA FOR INSTALLATIONS INTO POURED LIMIT CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i &2 ABOVE). 8.LF!lMUM SEPARATION TO CLASS SCHEDULE,PER ASR1 E-1996: �(SEE PLAff FOR REQUIREMENTS) ! "---- -1--.- 'i TOP&OOTTOM yr I ( _(4).0 4 ql 6 1 WIND ZONE MINIMUM SEPARATION TO GLASS --UNII.ITEO WIDTH—._._.__---- EXISTING GLASS- •SE THRII 3 1- NK PARATION 70 GAASS_ — J 4 e.zs- ELEVATION I` IN THIS SHEET FOR yp ICA- 47 - Cs i yto"w"11:pMeMIT ABOVE) 0 �CA-CENTERALATES 21 2' � •` �----.._.._ / TVP. SruM �� W/Cl OR�5)AND -- W/O 'J�(SEE NOTE 4 MOVE) \ �l"' •`�4 / TYPICAL (-1) HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE 4:A SHUTTER* FLORIDA BUILDING CODE Non Hiqh Velocity, Hurricane Zone Rf1A1illrlllly/• ® EASTERN TERN A(LTAL SUPPLY. INC. ```\`t`AU1 P���.....•r�<<�l�/ _ BERTHA HVTM A S S A Accordion Shutter System 1L: E"C O rrNc. . . . ■ KK MVE#1 w/OR W/o kv MWN IRAOE TILLIT TESTING & ENGINEERING COMPANY American Shutter $yStBmS Ed•. o�scRLP„GN DATE DRAWN tr:; M.L. • r '*_ - /1330Ciaticr1� Inc. 1 OLD.11-192 4/13/15 DAIf: 4/73/15 'S" STATE c355Phonc N.W.sea.sl.Sw ws,Hrravu"awDCNS.FLOFro MI .. .. r'�, nF— � (305)e7t-1530.F..:(305)071-1.53I 4268 Westroods Drive 2. DRAWING No ��Oi•. F�t)RiOP �Q.� -man: 00067 aacom West Palm 6eoch, FI. 33407 3 15-085 i• KP ��� f77-0006719 _4 �•Sp•••A•1••• GI�Cj\ WALTER A TI I J,P.E. S - SHEET /QYFy X,1 ��/ FLORIDA Uc./44167 P.E. 3&A �I T•INLL+A•T��E DATE 6 19 OF 2D 6•x 1 1/2'x 0-035^THICK 1' �' `� INSTALLATIONS WZ CI) HV BLADE &..HV CENTERMATES -�2.900•Na><..r- VARIES:..;'I WinG-60 TM AGA6Lv GRADE 40 T r Nin. -'-_ ,�:tAcx.�•. "�- '083^ i, METAL STUDS AT 16^STEO.C. I� a36 INTO METAL_ STUD .WALLS m o• �\ • W-O' , —_--_ -1,Z 9 6'O.C, 41475' * O OI 14"o NOMINAL w 3 E CONDITIONS O USE '' ALUMINUM SLEEVE Ne f 1 3/4•.:s 1/4..9.035•THICK ucc.I 143c. .430 - .►Z .o FOR BERTHA C1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY CONT.MV.SrEET TRAL'K CHANNEL^,0 6 o.c. o s o.c.^. SYSTEM INSTALLATION TO METAL STUD WALLS C' S.DDD' ASTM A=FiSJ GRADE AO Mul.C-60 j AsTU l2En vnsTExTn ro sTUOs SEPARATION TO GLASS SCHEDULE W//(2)§Gxl/2-TEK SCREWS ON i /EXISTING FINISH 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) _l- INTQUOR 4 EXTERIOR FACE ; .0 APPLICABLE `Q N 2. MAX. SHUTTER SPAN: 84' WIND ZONE MINIMUM i _ SEPARATION__ _43c�ENGrH+ 1• - - - - -- - - ASTM E-1996.- - - - - - I A9N. sEP.vuTTON 3. ALLOWED MOUNTING: MS OIJ THIS SHEET. TO GLASS EXISTING CUSS-1 TO CLASS (SEE ScHmULE) 0-20X3 LT I (rn) 4. ONLY6ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 —)' 4 PENETRATE BO WITH-21-ARRANGED A S METRICAL LAYOUT. 43 -- J __. _ .- ___ _ -- _ — _ _ USE OF (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE 4. 4"- 1 3/4•x 6 1/4•x 0.035•THICK Min.I EXISTING FINISH O INCLUDED ATIOR OR INTERIOR ACCESS'SIDE OF 258.�1_3,73' • ONI.WLV.STEEL TRACK GLWNEL' AS APPLICABLE M A-65.3 CFNOE 40 wn G-6O iCENTERMATE. iZED FASSTENED TO STUDS IW/.(2)#Gx1/7.1 W SCREWS ON ,IEWOR h EXTERIOR FACE i Y 6.O.C. O 6.O.C. -14,•0..20 IHRCADS :� ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 I�4"0 ELCO CONSTRUCTION CiI Wi __ _ 1/2' \``�1�2 �J CENTERMATE 21 APPLICATION WITH BLADE 1D O PRODUCTS FAB—LO K HD Lit 6^. , TIA-A 0.035^T1GCK _ .`;:vnPo ® 6• D.C. COMPONENTS ASTM'A-1153 GRADE 40 - _ 2^;Mfi1i:.. SCALE: 3/8•=+ 1• MIF.c-60 cay.STEEL 1. MS WALL HEADER/SILL INSTALLATION _IXISRNc FINISN as APPucABle NRAL STUDS AT 16'O.C. in. - (TTP,TOP N BOTTOM) _ - -' - - —— — -——-..———.——— I r — I r /GAN.YANRU FASTENEDT17ACDK in.GN 0 �IXrSTIN6 G —IHSS - ' i. , .. ... I I.. •1 -."..I I ✓ W 2 J6.1/2-TEK SCREWS ON I' STUDS SYMMETRYCAL I SYMMETRYCAL 1 MIN.SLPARA710N,VARIE$" 43a 436 43c �� I r - I , I INFERIOR A,EXTERIOR FACE I I. CENTERMATES W/ I CENTERMATES W/ ' I I: ro CLASS z I I (SEE SCHEDULE) Mox.:'-- , _ .. E. IN I I .. I 4 i EXTERIOR ACCESS SID INTERIOR ACCESS SIDE 1 1 I I.- 1 1 ` _ _ ------------------- ------- ----- ---------==------- --- --------- --- --- --------------- --- 6•(TYP.j------' IN -(6'Min.) ---= IN - ===_�___-_ - ti--------------------�-=--- -- ----------- ---------=---- -------------- _== -------- — - - ---- ---- -- -- ---_-= _ ------- _�. 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DRAWN BY: MJ Jt; :*i TILLIT TESTING do ENGINEERING COMPANY G3.'3 H.N.3Gttr.Sl.Sle.305.V62GINA GIWOa1S,fLOR11A 331V Association, Inc. - t OLD 11-192 4/13/15:MATE: 4/13/75 E oTATn - - Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No 1F1 a 61;taacoo19.— West Palm Beach, FL 33407 3EB- 15-085 . ` WALTER A.TILUT Jr-P.C. 4 S/," �� FLORIDA U..g 44167 5 SHEET E. '4FAJ�/, (�11111�/DATE 6 20 OF 20