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HomeMy WebLinkAboutProduct Approval Walker Residence I 1426 N 35th Street Fort Pierce, FL 34947 I i OPENING WIDTH HEIGHT #1 59.5" 68" #2 43.25" 60" #3 43.25" 60" i #4 43.25" 57" #5 43.25" 57" I ! #6 43.25 57 I #7 43.25 57" #8 43.25" 57" I #9 43.25" 57" i i #10 43.25" 33" i #11' 43.25" 57" I I i' f � i � I I f f i I ,i ,I i ' I I i WALKER RESIDENCE 1426 N 35" Fort Pierce, FL 34947 Rear I i Front ! I s ► Professional' 1 I Regulation 1 BCIS Home I Log In ( User Registration Hot Topics I Submit Surcharge Stats&Facts Pubilcations I FBC Staff I 'BCIS Site Map I Links I Search Florida aoProduct Approval rs USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision 1 Code Version 2014 Application Status Approved I Comments I Archived O Product Manufacturer American Shutter Systems Association,Inc.l Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastern meta 1.com ;I Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative !I Address/Phone/Email Quality Assurance Representative i Address/Phone/Email � � i Category Shutters I Subcategory Accordion. i—� I I Compliance Method Evaluation Report from a Florida Registered;Architect or a Licensed Florida Professional Engineer I ! O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W.Knezevich,PE i O Validation Checklist-(Hardcopy'Received Certificate of Independence FL389 R8 COI HV ACCORDION CI'NONHVHZ.pdf I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By � I Sections from the Code 1 ' I ' i I I I I I' 1 V 'I I Product Approval Method Method 1 Option D 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 , Summary of Products ! FL# Model,Number or Name Description I!, 389.1 Bertha HV Accordion Shutter- Extruded aluminum inte locking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 ! i Limits of Use Installation Instructions ! Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent IThird Party:Yes Design Pressure:N/A Evaluation Reportsf Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AEIIA S S A II NC. P.E.R. DRWG 15-086.Ddf 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 '! for HV3 blade w/o window blade and W-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 psf.See et 5 for other pans-amtASIT—pressures. II LiJ 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 IA.S.S.A.INC. DRWG.15-085.12df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by In8ependent;7hird Party:Yes Design Pressure:N/A Evaluation Reports I I I LOther:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AEIIA S S A INC PER DRWG 15-085 HV,Pd p.s.f negative ASD load depending on centermates and Created by Independent;Third P6rty: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 mouritings and 8'-0"for 110 �I 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 retained by tracks 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 IA.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by In Third Party:Yes Design Pressure:N/A Evaluation ReportsI' , Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE•IA.S.S.A.INC. P.E.R. DRWG.15-084.Ddf 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 Ne# Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Alccessibility Statement::Refund Statement II I Under Florida law,email addresses are public records.If you do not want your e-mail address released;in response to',a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public recon,Af 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 det nrnlne if you are a licensee under Chapter 455,F.S.,please click e e. Product Approval Accepts: M19® e0heck M i ;I � I I I I i GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 C51h EDITION)OF THE FLORIDA BUDDING CODE THIS ACCORDION STRUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p �• /� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE•FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DI ECTIONALTIY FACTOR Kd=D.85.USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM(AS.O.)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 FEW REDUCED TO ASD. DESIGN WIND LADS AREA•1: HV BLADES(1) QA BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. (NII4FAAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BM USED IN THEIR, SYSTEM COMPONENTS 1-2D 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.ACCORDION SHUTTER SYSfEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE ID !0214.01-03.00715.01-03,11004.01-05./1214.01-05,JU317.02-06,(0609.01-10 AND 00210.01-11 AS PER TAS-20M,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AAFA-2• W BLADE M AND W WINDOW BLASE �A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE ONHERE APpLIGOLET -HV WINDOW BLADE ®00505.01-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEVET.0.WINO ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL,SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAS A-F.CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND W WINDOW BLADE ® ARE ENGIN03M 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 SCREIV S), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x2.75'AND 014x1.75'RESPECTIVELY,410-HF MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W.YIELD STRENGTH AND 180 Ami TENSILE STRENGTH.PINS SHALL BE COATED WITHBRITON EIV ACROSHIELD CATING SYSTEM AS MANUFACTURED BY APPROVED CEIQIERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR-THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T5 ALLOY IS 30.0 W AND 35.7 6i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NA SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k6I MIN.YIELD STRENGTH AND 90 iml MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-,CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STNNLESS STEEL WITH 35 Tai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FVLLDYANG SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE O: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 W BLADE QQ &0 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 BEE ARS A U.S.PATENT 06'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.PATENT 05'458,178 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3• HV WINDDW BLADE M ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED W 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 HUNIT MAIIES�EDF EOR LOGO ALL HV AND HDIN LOCKS. WITH WARNING WARNING NOTE:DURING PERIODS HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL W AND HD A 4• HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VIABLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. X13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.-- ------ -- -- ------ ----- -- -- - ----- E BAS -- - - -------- --- - - -- - - --- - -- ---- - - - ------ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCED ON THIS P.E.D.•PROVIDED-HE/SHE DOES NOT DEVIATE ---FROM - THIS-DRAWING SHALL-ONLY-BE USED-TO-- THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COMRACTIIWS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ----- (d)-SDE SPECIFIC PROJWrS SHAL 0E PREPARED=UY-A FlDRIDA REGISTERED ENGINEER-OR-ARCWMCr-WHICH WILL UECOME'THE'ENGINEER-OF-RECORD-(EO.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 SHALL SUBMIT-70 THIS LATTER-THE SITE-SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.EO.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - w - - FLORIDA-BUILDING_CODE.(Hon_High-Velocity_Hurricane Zone A' /C,i��im 2015 EASTERN METAL SUPPLY.INC. ``V R.A. `s•/� , B RTHA HVTM a. D E ECO INC. A■S■S■A■ Accordion Shutter System H,v BiAOE#1 w/OR w/o H.v N1ND(7W BLADE Shutter Systems ay.R. DEsImmoN DATE DRAYAI BY. ML. *` TNLLIT TESTING & ENGINEERING COMPANY Assoclation. Inc. 1 OLD 11-192 4/13 LS DATE: 4/13/15 OF•..•; ` 4757 N.W.36Th.St..Sta JOS.V@GWA GA PM ELORM 33f j �' Ph-:(305)871-1530.Fu:(305)871-1531 4268 Westroods Drive 2 DRAWING No `.R.t ooeny'CO1A West Palm Beach. FL 33407 3 im � Q ...... G .� 4 VVAV AL EN 4Y�. WALTER A TIUJT Jr.P.E ANN TUN FLORIDA U.0 44167 5 P.E. SEALU��TURE/DATE . 6. .,/p 3'1 FDR ramDe MADE® o VARIES 1.918' 1.491' Mat. �- c m e 4.371 A. _V, 4.857' _ 1 HV SOUD BLADE .375 b'L, O5 HV 90'/190' STARTER O HV UNIVERSAL FLOATER QUAUFIED FOR USE W/ COVERED UNDER US PATEN! 5458179 QUALIFIED FOR USE W/ HV BLADE(1D ® HV BLADE 01 1� HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER 'SEE UMITATIONS OF USE OF BLADE ON SHEET 19 BLADE ) ,37 ® 6063-T6 ALLOY AND TEMPER .124- 6063-TS ALLOY AND TEMPER 3426• 1.5D0' _ �- 7D' 6'.T �- 1.556. a ( •) r.2226 4.897' 815' .092SnHV ADJ. ADAPTER W/LIP° 73. 8• °'07 QUALIFIED FOR USE'W/ HV H_V WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1Q QUALIFIED FOR UJSE W/ HV ( HV TRENCH TRACK also• HV 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ A 6063-T6 ALLOY D TEMPER BLADE(1)ONLY. 1� HV RAINGUARD BLADE T 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AFFD TEMPER *VAF 1936' BLADE AAAPPP• • 6063-T6 ALLOY D TEMPER 1917' 083' .083'� 870 1A A _ .060' - - v. Dp. n t 670 1.686' • 0�� 670 0 0' 3.5 low ? 11 HV CEIUNG.HEADER 1® HV HEADER/SILL 13 Lift CEILING HEADER/SILL Q FlED FOR USE W/ HV BLADE(i)ONLY. QUAUFIED FOR USE W/ HV BLADE 1 ONLY 5063-T6 ALLOY AND TEMPEP QUALIFIED FOR USE W/ HV BLADE tO - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE10 ONLY. 6063-T6 ALLOY AND TEMPER 1 COMPONENT A. a T1 T2 X M __ _2 _ Eq 18 2 5"MAR. 0.192" 0.192' 1Ob SIDE ANGLES CORNER POSTS QUALIFIED FOR_usE:W/=Hy- ALUMINUM-_ANLLES -_.. —s—-2 5 7•_MAx 0-,90 :oa90- - - - - _ - _ BLADE( QUALIFIED FOK USE W/ HV -- -- _-y - UALIFIEDBLADEUI W/..HV - - -- - - 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 2' S•MAX °.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - -- - --- - ----------------------- `````��`� p•Tk� ' ®2015 EASTERN METAL SUPPLY. INC. - .. ��,. BERTHA HVTM Q • ENSF _ A S S A Accordion Shutter System L ECO N c. w KV.RXX#1 W/OR W/0 KV.WNDOW RADE ' / •:* American Shutfer Systems MV.Ih DESCIUPMN DATE DRAWN 9Y: M.L TILUT TESTING do ENGINEERING COMPANY ' STATE OF SM KIN.36th St•St.305.YIRGM OAMENS•FORMA 331 ASooclafion, Inc. 1 OLD 11-192 4/13/15 DATE' 4/13/15 D d lroas rive 2 O' Phma:(309)67,-1530.Fax:(303)871-1531 4268 WesDRAWING No :FLORID •:'�� •-mmT:Q-0•1." West Palm Beach, FL 33407 s 15-085 �. �'••. . Ee-0008719 SI NA��C,�`` WALE u I ii,ei s SHEET P.E S�'lNlpfel►iWWRE/DATE 6 2 OF 20 4.660' .9 9' FLIT NEAD�• 1 4=20 HOUSING q 2.293• ETIIMEL 4.576" 2.93' -745' SSM.S. BAKED FARM E CAST 4 a ry, (2 ) HOUSING m ENAMEL [LINED _ '1pa •o 3` in TURN i0 IW W. m aq .1 o n m n r 1.325' o .318 BRASS CYOM GRASS CA[MDER PLATED) 4'713% 0 54�(1q _ _ • : (CHROME (GNOME PLATED) 7 21 HV CENTERMATE ,�,� MA 1.325 - ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV GLADE 1Q&®ONLY Fel HV FLOATING E o �� y023• .87' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUAAtrf1ED FOR USE W/ HV BLADE 1 & ONLY BLADE DdC ®ONLY_ BLADE(lJ)& ®ONLY. 6063-T6 ALLOY AND TEMPER HV CORNER CENT 250.0.0. 0 LIFlED FOR USE W/ HV BLADE 1 ONLY 18' f6' 2.874' 6063-T6 ALLOY AND TEMPER PEAsnC HEAD 1.756' 922" 4 5• 2 MO1DE0 EDW 2.079' 1.753" .� v AFTER RNERNG 5 BEFORE RVERNG Aor c+ m,'OB• 1/4"�-20 X 3/4" 1UMBSCREW /4"0-20 RIVNUT# sElrffi 9444 ALADDN01/(=4-73/1L01)LARGE FUWCE THIN EL I ; 2,760• I .822' CHERRY T0006N.FAR9PPENf, JERSEY 07054 OR EQUAL N— PIAN FROM ELEVATION ® HV MALE "T" LOCK CENTERMATE •sss" LOCKER FOR "T" LOCK CE[r'J�RMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T' LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1O0NLY QUALIFIED FOR USE W/ HV BLADE ONLY W1HV BLADE 1Q ONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 8063^Tb ALLOY AND TEMPERR'' .5' 1.917 .� 1.917' 3.161 m 32 D — CYLINDER 063' ' .063 .062• KEY CYLINDER .214• .214' .545' 4 n 10 0.875'LBO. o m nd- - N m .125'Max. D R ® E I G 0 ° m e0QUALIFIED FOR USE W/ HV BLADE 1 dt A QUALIFIED FOR USE W/ HV BLADE 1 & A ,S6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD VARIES. 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & 101/4"O-W S.S OR 3/6'/-16 6063-T6 ALLOY AND TEMPER *_ _ BNRN ACEEAL 7HIA19Q(tE31s• _ __ __- _ _ ____ __ _ _____t1�2 _ __(�DETMS) _ _—_- _-_- _ ____ EY ____DER 1.7NOx. —(g-LOCKING RODD ® D_� LOCK _ _ — ` - QUALIFIED FOR USE-W/`HV BLADE 1 - - _ " _ - - --- - -- - --W__ - � ® HV 3f8 0-16 ACETAL -- � ��1I4u �—ZD AISJ-3O4 -- - -` -BY-REGENT-F1Afi0NMRE-MORTISE-LOCKS-SERIES 2333 HOOK_BOLT LOCK. I@ 6063-T6 ALLAY AND TEMPER SJERIES S.S. 'THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1D& QA I@INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS DRILLED-AT TRACKS-FOR-PROPER-EMBEDMENT__ ____ — QUN IFIED-F N I 4 _BLADE OO QUALIFIED FOR USE W/ HV BLADE 10 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ``�J�``(GEL,.:.. ✓�Vii', - —-— B 2015 EASTERN METAL SUPPLY.-INC.-- - -- Q�:�rvENSF • - BERTHA HVTM IL ECO INC. A■S■S■A. Accordion Shutter System H.v 13hLE#t w/OR w/o tiv WINDOW MADE 0= Amel•ICOn Shutter Systems DESCROMOR DATE DRAWN er: Y.L Et7� TILJUT TESTING & ENGINEERING COMPANY lV Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 6345 N.W.3810.R..R.3021.NMF"CARDD43 1-151131 Phone:(305.71-1530.FNI C ROM.'71-1531 4268 Westroods Drive 2 DRAWING No •......... .� e-maa®�71eI.Com West Palm Beach, FL 33407 3 15-085 ll/11111111111111\\3 WALTER A TDLR Jr.RE 6 SHE P.E. SEAL/SIGNATURE/DATE FLORIDAue./44167 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 0625 HV HV - 4i 3/8.0 1z(MADE P E - - �1 - - HV BLADE 1 1A 1975• H 1qs� I W MNOOW BIADE .0625- .0625 .0625- `) \ SFCIION Y-Y ® HV BLADE 1A ® ¢ I HV LONG RECESSED NYLON BUSHINGx n KNUCKLE E 's oPEwN 06257975' Y 0.06 5- ® HV SHORT RECESSED NYLON BUSHING 041- 3 I o ® HV NYLON HAT WASHER Q)OR ® hit ! FIAT B NOON RI {�� 50' ® HV WHEEL CARRIAGE AISI 302-303 SERIES - I I _N{ 2./750" X 0.870"x3/16'THICK NYLON WHEEL 3 I I , r N 2 7/8'MN. Hv 1WNDOW CLEAR 0.188'0 AISI 302 SERIES S.S. RN ETS 40 SEPARATION ON 67. BETWEEN 7500" .oats• ® FIV 1 3/4"ACCORDION PIN W/ $8 HEAD * EXTERIOR i 1 o OPENS N 5 S/4" y2Y• FN 2 3/4" ACCORDION PIN W 7500' / / �8 HEAD * 41 47�• 2 1/4 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW o I 1 CLEAR TYPICAL HV WINDOW BLADE AND Q I I 3 POLYCARBONATE HV WINDOW DETAIL QOR ® 4 or i N.T.S. kEOUIREI EENTSg I I OOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j I i BAYER MAKROLON 3103 POLYCARBONATE R SABIC HY PIN REQUIREMEMM AT EXTERIOR BLADE KNUCKLE FORy I 170 BLADE ME INNOVATIVE PLASTICLLEM 103 UV-STABILIZED0RESIN SEE NOTE "F' ON SHEET 19). ��`� � DOR ® i i ( (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® N8 Us 1BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1DOR ! I POLYCARBONATE SOURCES FOR HV® BLADE. 11 Pf (CAL SHATTER ASSEIABLY EXTERIOR AITIF= fmaw T[t ((,,-�� Tmw PRDPlR1125 STANOMHV(2) HV PIN ® MAY BE USED IN UL U OF ®AND ONLY ATOREXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 00.324• NOTE ,�,UM �ymn• ��,r BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7EauIttEMENTs) •T- O TDISItE nm snIEWM Am D= 9A00 P..J• 9,SW p.l TYR F1a111RN.SO`o&1H A YElD ASTY 0180 12�f00 pal. 77,100 pal (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O rUDWAL MOOMS Am UM 310000 Pai 345,000 pal. SHALL_BE USED_FOR DIRECT-MOUNT INSTALLATION PER-DETAIL X,--_'e� a ! 71eec0 _--- --- - -------- SHEET =wsiu-one--,e cr-a!_ n Fr ---- MEL CARRIAGE DETAIL � swax D°m" AS11 02M as X 648 x WI PE Y LAYOUT WE CLF BwOWG ASTM 0635 c-1 CLASS o-1 CLASS .T(j�'S`,�� sap n88nON ASTM 019n 1010 T BBO T KEIT AMU GIS6 _1B738F SIRs71v-iwh'Tai-Y - ASN-e!6 9302 Dz1• ._ _6610"p.A_ M HV BLADE SOLID & (A HV WINDOW BLADE DETAILS ASO"' N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone SIN m 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM IL E C O �N�. A■S■S■A■ Accordion Shutter System H.V.MAX#1 W/OR W/D KV.HINDOW MADE „ • /J' = American Shutter Systems IEV. DESCRWTK M BATE DRAWN BY: M.L TE TILLIT TESTING & ENGINEERING COMPANY i O; Ale OF �= asss N.R.36U.St,SW 705,VJZM CARO .aDRIBA 3316 4268 OWestr ads(Drive z OLD tt-is2 4/13/15 �+tE a/t3 t5 F'. DRIDA PIYuu :(305)071-IWO.Fa (305)871-1531 DRAWING No 4,ss• `�`(```�� e-m87:e'Reco0081<em West Palm Beach, FL 33407 3EB- 15-085 7j ONAL'Egl �.` WALTER 0.�TILUTTJr.P.E. P.E. lti1 MWVURE/DATE FLORIDA U.B<nT67 6 SHEET OF 20 *NOTES ON HV LOCKS AND CENTERMATES• ffillb c D 9 = N N s 7 u 1• W CDMffKM11e ONE HV LOCK®or®SWILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EELEYATION�LOCK�or g MAY BE USED AS ANFINSIDE ORSPANS OUTSIDE LOCK,ATTACHED O inOR�T ANY CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTEjht ELEVATION. OaOa 2.© I �..� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP NT TWO HV"� LOCKS I �OR 1TAY BE USED AS AN INSIDE OR OUf510E LOCK.CONNF_C110N OF LOCKS TO CENTERMATES OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D-trvD 3. OPIRONAL CONDITION J2 DWIQ ONLY WHENI ftp�MRY 00 . #I OR UMITED MANDATORY CONDITION D II o !2 IS USED Yy/TWO FLY_ LDClC51 LOCKING RODS ARE NOT REQUIRED AT URRIC MF POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS IV OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 'z �rr�rr 4. •ONE HV LOCK® ®S BE USED AT CORNER CENTERMATES FOR ANY SPAN D FJII AND INSTALLATIONS AT ANY EIFVATION. HV LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED To®CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS � _ AT TOP do BOTTOM SWILL BE USED. LOCATION OF LACK SWLLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. HWHWCy- ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v a fe3k� 8 5. S' • ONE ALTERNATE FIV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND � INST TDNS AT ANY ELEVATION.AL ERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT z OF t/4'0-20x3/4'S.S.THUMBSCREW TO @1 OR®CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. �d Y+h� (71VNlJT AS SHOWN ON SECTION F{VE;SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO^bm LOCKS AT 1/3 OF SNUTIIIt SPAN. ® 6, UA"aOF3STORY COND1T10N_ FOR KEYSTONE MOUgNG 0&7ALLATIOMb ONE HV LOCK® or®or®SHALL BE USED AT 1/2 SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR SPANS UP If TO 88',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK® or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE ENp M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N t J K L z SHEETS 10& HOCM'FULL" *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 RED CENTERMATE © O'O O O ® ONE ALTERNATE FIV 'T'LOCK 6d MAY BE IF15�LLU IN LIEU S OF HV LACKS OR FOR CK.SPAN AND Da a+ 0+8 10 I STALIATION AT ANY ELEVATION.AI.T�S2NATE LDCK Liq Y BE USED AS Ml INSIDE OR OUTSIDE LOCK. ATTACHMENT ® © © OF LOCK®INCLUDES USING RONFOf CI LOCKER" ,AS SHOWN ON SECTION ENG,SHEET 9,WHICH MUST BE a+ GR t . OR CONNECTED TO CENTERMATES®AND W/ 1/4'0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ©'O ©�© {®� WINGNUT OR 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' 7 • 7O MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS SS TOP AND EIMOM IS MANDATORY. �•��0•©ate•���,® _ - - =*NOTES QN HD-- --LOCKS 8 C-. =- -`-ES: -- _ _TYPICAL n HV BLADE SHUTTER ELEVATIOK 1 : ONE ALTERNATEHD LOCI( MAYBE USED IN OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. LO ® ALTERNATE fU LOCK MAY BE USED -- -- ------ __AS-AN-INSIDE_OR_OUTSIDE_LOCK._ATTAOHMEM OF F!D LOCK®TA @_ISW/3 x 3/8'F.H.SS.MS..AND INCLUDES _ _ - _ _ - N_•T•S• _ - _ __-_-_-- _ _ _ REINFORCW INSERT®-AS-SHOWN, .SECTIONS HDB-HVB AND HDC-HVC,SHEET-10.LOdC-AIAY BE� EMINSTNIED-AT�---'- ---- MIDSPAN OR 72'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL- _ FLORIDA BUI on Hi h elocity Hurricane one ®2015 EASTERN METAL SUPPLY.INC.-- - ,�`�.�`P�� E`T ' _ BERTHA HVTM AD� EO �Nc. AccordionShutter SS ARADE 1OR )bR. IM BE Shutter Systems REV.w DESCRIWION DATE DRAWN BT: ML TIWT TESTING & ENGINEERING COMPANY STATE OF :'�? 6w N.w.36M.SL,Uo.303,VRGM GAFMW.FLOWA u, Association, Inc. t OLD 11-19z 4/13 is oa,E a/73/ts 4268 Westroads Drive 2 I hone:(305)871-1530.Fax:(305)971-1531 DRAWING No %A�•. RI ��1`�� -a..Uftwoacl. West Palm Beach, FL 33407 3 15-085 Px /ONAIFN�.` WAIT lTILUT sS 167 ` P.E. SFACf�S1[IAWRE/DATE 6 SH 5 OF 2 NCRETE ANCHORS POURED CONCRETE POURED POUREDCONCRETE OR CONCRETE BLOCK •(SEE,SCHEDULE ON REQUIRED 1/4'0-20x3/4'SS. POUR REWIRED SHEET 13) CONCRETE ANCHORS MACHINE SCR:; REQUIRED - TDR (SEE SCHEDULE ON W/1/4•-20 CONCRETE SCHEDULE ON SHEET 13) 8 (�uouNnNO®ON$NEET n SHEET 13) NUTS 0 12'O.C. 1' 1" �j Nin. 1/4'0-20x3/4'S.S. Nin. ---- fOR0% E Eq MApItNE SCREWS __ 0 USING 1/4'-20 NU75 0 12'O.C. E.D! /2. 250'Max. - 13 5 yam. D.F '1 .250'Max. I Nax- i OPTIONAL �PTIONAL 'I i i 1fL 9SS(SEE I sa n%& •3�st:Y i i - MIN.SEPARATION TO GLASS ) r 'o, w� 1 7 OR ® I I ' ��IL G—f—(SEE SCHEDULE ON SHEET 1i) ASS EYJSTINGi g ig I MIN.SEPARATION TO GLASS -'+ �"( CLASS- SEE SCHEDULE ON SHEET 11) 1 1 EX`=ISTING I _" 1 ©HV WALL HEADER INSTALLATION 0 HV-WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION + KEYSTONE IXISTING ' MIN.SEPARATION TO GLASS 1 f�(S1-SCHEDULE ON SHEET 11) ) G'.;�„�.' m ( 1 I 1 OR ®� i MM.SEPARATION TO GLASS I I l EKISTI�NO i i�SOEIDIE 9� i`(SEE SCHEDULE ON SHEET 11) LADE mxND 11 1GR ON SIM 10 FOR LLARS®tt Q� ; EXISTING iOPTIONAL i CLASS 1 1i 1/4. 1/4'Nax. OPTIONAL I r �OR @ E DA i i I /Z" - -- E Eq I_ 2 O --- 1/4'0-20x3/4'S.S. Eq PHILLIPS TRUSS HEAD CONCRETE ANCHORS 1/4 x3/4'SS.PHIWPS MACHINE SCREWS USING SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS NCRETE ANCHORS =ORS 1. 1/4'-20 NUTS 0 12'O.C. POUREDCONCRETE SHEET 13) W/1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) Min.POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED _ WALL TZE°uIRE° OD _HV WA SILL INSTALLATION (sEE SCHEDULE ON OF HV WALL SII1 INSTALUITION - -- --- ----===-Po -=CONCRETE——-- =SHEET-14) _-_ --- --___ - - ---- - ---- -- -- - -- -- - ORCONCRETEBLOCK -- --- ----- -------- ---- ----- WALL REQUIRED O HV WALL SILL INSTALLATION MOM FOR COMBINATION OF SECTIONS; 7—. - 'F , . N - - INSTALLATION N-S-T-A LLATI O N---�DfEA1TDAE I L_—S-__-W_/ MOUNTING SECTIONS CAN BE COMBINED SEE SPECIFlGTIONS ON SSLADELUSE R-- '_HV 4- O --SHUTTER 1GE S -•- F 2- OUO-ASSEMBLY H - HEET 13) --- IN ANY WAY TO SUR AMY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2°15 EASTERN METAL SUPPLY, INC.------ -- - \GEN BE A HVTM { SFS " �,Nc- ASSA y • � 1 L E C O ,� � � � Accordion Shutter S stem H.V.BLADE#1 W/DR W/O H.V.WNDIX SLAM American Shutter Systems qrv.Ik DESCIIP11ON DATE DRA'AN Of. M.L TILIT TESTING & ENGINEERING COMPANY 9.• S A7 OF �; Association. Inc. , QLD 11-192 4 13/ls DATE 4/13/15 SSSS N.Y.3:( 5)51a 70.Y.1-GULDENS,7LOWA-153 J31 ' �'� Pfwna:(305)071-1330.Fax:(303)871-1571 4268 Westroads Drive 2 DRAWING No �'i4�s'•'•••••••••••�\������` *—a®-w—O.W.`a"� West Palm Beach, FL 33407 3 15-085 '�..,S00NAL1ENq.�� WALTER A.TILLR Jr.P.E. 5 SHEET P.E. SEAL�R%iURE/DATE RaRnk UG A 4x157 6 6 OF 20 CONCRETE ANCHORS I POUy(L JET'/W1TIW i i 1a4 SEPARR M 1 co (SEE SCHEDULE ON SHEET 13) O GLASS(SIX 1 OR ® EXISTING i i t 41(SEE MSSam�u1E o REQUIRED EDGE OF HRR BODE OAND i trH.sFOARantt ' ; >E0..17 it) I AIB u rn SIM 1a FUR m GLASS g D APPLICABLE EXI�S�T�IN�G� � BAD6m@® Y i'--(�HM 11) i 41ASS�I oN aD17 u) ALANCH EXISTING i LOCATION " 010x3/4'HEX WASHER HEAD i 11 ON 7 OR 15 1' 3/a M 1' TEN SCREWS O 7 2'O.C. i 8 EDGE!pB IF t 3/8 MTN. CONCRETE ANCHORS I ©+ 7 ' (SEE SCHEDULE ON SHEET 13) ' APPUC/IBLE EDGE OF EXISTING t i i EDGE OF �1' APPLICABLE SLAB 0' 1 1/2 1 EDGE OF IF I Mta SEsvlto101 APPUCABLE A: O. SLAB POUR ,D tXl6S(9E �B�� POURED p+ ED CONCRETE FLAT HEAD CONCRETE ANCHORS ,M CONCRETE (SEE SCHEDULE ON SHEET 14) --{1 EHE )ANG ^V @* POURED REQUIRED F[pT HEAD CONCRETE ANCHORS REQUIRED wSitL7,Orvt t OR ® !MQUIRTE 11 .TRENCH INSTALLATION aAo6lDAQ i � REWIRED D.• D. (SEE SCHEDULE ON SHEET 14) ( HV WALK—OVER INSTALLATION DESIGN PRESSURE RATINGA.UD ONLY FOR UP O7&FORSSPANS PER �G HV CEILING INSTALLATION (D HYFLOOR INSTALLATION t SCHEDULE y3, SHEET 11 ODSnNo tai SmNtAUat coNCRETE ANCHORS xx SUWAGN A (SEE SCHEDULE ON (OONN Strt 11)) i.-- TD aAs t —•-r— SHEET 15 1/4'18 1TW eunnDc lAPOON W/ Ik112- 1 DUSTING ) 1mO+aOG CR 1/4 lJCISIWG S F7(ISTING-•I 1mt.tasMMlaottxAb9C - Fi1A DADS TAPPER+AN005 W/ MAX. GLASS t Wim' .pm Son"a aw 11) ' 1 V..�-` tN1.ff3MlLvtNl l0 1 3/4'bm Dd1mERM o e' ' I -ii(azaoarmcw 1) 4acr"RtLIP �iAROD+7 SPAN wit SFAVdET 61-r UP TLVCRf iASfQ FR EfJDY(TrP.)(gE N=NON SIM 11p 4x3/4 HDC 9' MAX.1 SiSHER HEAD CONT.SEEUM SCREWSB• 12 O.C. 8 'i/14x3/4' HIX H1/4.0-ZOty4'SS MS TIXSCRO 3/4'S-0.S. O,2'ti.6• 2o NUTS OR 1/40-20 SS.M.S. t CONCRETE ANCHORS - - 6 + O.C.O 9,D.C. SHFEi 14EDULE ONn1 1 .- ,:er . . .. -_ 2, LASREG NNTRIM NSSTILUCRRAL RATIVE - ----- ) 17 OR 1@MO . . ' WAuSDGELAB OF 14x3/4'F.H.S.D.S. rA(R).�.'OB'D.C. � REQURED 1 7 8 1 7/8 APPLICABLE CONCRETE ANOSEE NOTE 13(b) EE NOTE 13(b) 7. '•• D POURED CONCRETE (SEESCHEDULE ON ON SHEET 1 ''•'�';•`. �•) ;+ - �, p, OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEEP 1 OR CONCRETE BLOCK REOUIREO REQUIRED ©KEYSTONE MOUNTING INSTALLATION OPTIONAL__ _ POURED _ __ _ _ MkWUM ASA. SPGTSCAIE 4es�72 paC - - CONCRETE -- - ---- .(K ---WALL=FLOOR INSTALLATION_ ___© HV=WALL-WALK—OVER—INSTAUATION______ =,A4WUA7-Arn1DRSP)PA Ha D-- REQUIRED - - --- - - QJ HV RAINGUARD INSTALLATION t : t L IIS INSTALLATION SHNl BE Nom-FOE-COMBINATION-tK-SEC110N5:-____ _s_ ___ E D.-=-EDGE-DISTANCE—--_-__ REMOY WHEN MED— 1-SEE SHEET 4 FOR APICAL SHUTTER (SEE SPECIFICATIONS ON SHEEP 13)- A),IACENf TO AN OPERABLE&IT EE UM ATIONS OF USE FOR - - -- ASSEMBLY OR ENiRIWCE EILADE�ON SHEEP 19 INSTALLATION DETAILS- W/ T HV -BLADE IN ANNYYMOUNTING O AANCAN Nr INSTALLATION. FLORIDA BUILDN CODE(NEDNon Nigh Velocit Hurricane Zone A:.t1<<I AA�A�ii - - ®-2015-EAST N METAL SUPPLY ��CENSF BERT HVTM C O A S S A Accordion Shutter System I Nc. ■ ■ ■ ■ Kv. RADE#11 W/OR W/0 KV.WN]DW RADE Shutter Systems E MCRIFT,ON DAZEDRAWN Br: M.L -O'•• (ATE OF TINT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 r=""'Sat`St.G".M.VIRGHIA CAROM.Romm 33t 4268 Westroads Drive 2 P11.1":(305)871-1530.Fax:(305)871-1531 DRAWING No '� �'•, �� o 11:ORe-Oaotwm West Palm Beach, FL 33407 3 15-085 SIONAL��C.` WALTER EB- 719 Jr.P.F_ 4 A AA 11�A FLORMA U.g 44197 5 SHEET P.E. SEAL'%SIGNA�i1RE/DATE 9 7 OF 20 SEE END WALL N-DE ETS 10 IS INr ODS W `f INSTALLATIONS W� 1 HV m NOTES LwR AT L v Loc IL0ONS ET LUCKS©o.® O U T 9P 1 N EXISTING GLASS **AND AIbIACK E NV LDDC®ON SKEET S. If!/ BLADE W HV CENTERMATES ��PaCh��B�Eo *�°A OR SEEFND WALL CONNECTION /1 Dom ®+®. OUSTING GLASS DETAILS - 5 2•x2'><1/8•x0'-2 $ + m rw 1 + (60837T6 ADDY)ALUM. OPPOSING SYMMETRYCAL ANGLE w/(2) 1/4'/TAPCON I 1/z' «+®•® M 044 to CONCRETE CENTERMATES cENTERMATES MIN. SEPARATION (TOP/BOT10M)& , �lOx3/4'S.M.S.0 12' TO GLASS (4)d1aAT EACH ANGLE I D.C.FULL LENGF1r. W/ FIV LOCK o or..a W *V LOCK or (SEE SCHEDULE CH 11L) AT FAT:FI ANGLE N 5 ® � " 35* I N 3 3 I 5 9P * ® 1 m 34 Of z• OUT HVA ® HVB IXISTINGGIHVIC POURED OONLRELEBLOCCONCRETEOR --------- �`�+®��•O+®� MIN.SEPARATION Isnrlc '®°'�+®w'®'®°"I SYMMETRICAL * 6 7 To cwss cLAss 8 •®aA Og,©�`�• J� 1 CEN S* FIN I ®��'®"®'®"` (EE SCHEDULE 5 Ir W HV LOC 6 OPTIONAL oN SHEET,1) NM.SEPAF7ATION w®+® — ® Q * (INTERIOR) ®�09+®0°�+� TO GLASS © ®+ (SEE SCHEDULE IN oPnONAL — ON SHEET 11) (INTERIOR) ----- - - -- - ------- O OUT CONCRETE 1 ANCHORS DI - 1 16 O.C. __ =0 _ _Ex-0- 0 _ - 3 'I sP * a_� -- -— ---OUT — 6 ,/r MAx.suac -- — -- - - -(EXTERIOR> ---- - - - - -----HVE - - -- - -- - -- - '----_--- **- --- - -- --- -- - -- - - OUT VF HVD FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone - - - - ---- 1`,1111111 INi,lI,,fAA ----- -- — --®'2015-EAStERN-METM.-SUPPLY;INC. --- - - -- ��``�•���R. Trtt/r�% BERTH HVTM IGEN A S S A Accordion Shutter System 1 L E7C07i■c. ■ ■ ■ ■ H.V.MADE#1 W/CR W/O U.W)KM BLADE *' l •*I TILIJT TESTING d( ENGINEERING COMPANY American Shutter Systems EV, D=RFn0N DATE DRAWN T1r: N.L. -o: STATE OF '�= 1ua3 Nw Jex stSw 3m.VRGM GARDDC,FLORMA 331 Association. Inc. 1 oLD ,1-fez _Ian atE 4/13/ts Pba :(3D5)871-1530.rm:(305)871-1531 4268 Westroods Drive x DRAWING No F�DRIpP ���� o—ma8:6Ttnco®adwm West Palm Beach, FL 33407 3 ,. ... �\�.�`� WALTER A TTPUTT'Jr.P.L . 15-085 s/l�1HClA� � F10RDA Ur-d 44167 8 SHEET P.E. I„ TaAE DATE 6 8 OF 20 ALTERNATE ST N W V "T" LOCK HV A /FEMALE "T" LOCKS CENTERMATES 68) a—& — LOCKERS V BLADE sIf END COMMON omits ON sum in a is INSTALLATION In HV BLADE OUT SIADEa)SLACK DETAIL NW.NHWATED ON SIM B. HD CENTERMATES (� 5 AS WELL!S UNNERSALL FWATN0 BLADE®DETAIL HDD-HW. „�„©.Qv 8�a 1®•®"' OMMED ON THIS SHEET.MAY DEusm WTH THIS ALTM SEE END WALL CONNECTION �'®"®•®p1©`®"' Ear oN DETAIL SHOWN NiNs DETARS CN SHEETS 1D h 1B ANOl. 2RS ) -- �---------- (aP1mFw) _ 4 (oanoNAp p)/+on/2•�su i 11017/a sus 1Y ---------n------------------------------ -"r-- ------- 7]/5•----- 6 PSE 902alCE AT EACH NX=(Tm) as I1AL HJxCHr. * I N (a)Nv. I N (5)H.v. 3 "To ou b 30 HV T" PANS(rm.) RNs(tTP.) 5 ?1 3 LOCK (INSIDE) 1 a affi H> 1 - - --------- - -- — -- — ----- ML 1 a ® 5 t 2a 2 1 A OUT 31 oR3 3 31 oR® 31 oR 31 oR®2 3 2 1/4" 0-20 x 1 1/2" S.S.M.S.NOTE 6 35* UT (wncHA4 S * EE FDR W LOCK OHDC-HW (9 ®• W/ 7/8"0 x 3/32" WINGNUT. (oPnoru�HDB-HVB r Loac,oN SHEET s. S�{I��IFTRICAL HD CENTERMATES_ HV "T" LOCK (OUTSIDE) ASYMMETRICAL HD CENTERMATES W/ Qp LOCK (INTERIOR)W/0! LOCK (EXTERIOR) t SEMES 94"AWMO JM BY—G* (2025-T3 ALLOY)vJmE FLANGE THIN ®®•.©•(�i m® 10•®a SHEET MnS1RT,PART I Tffi0. 19•®°�®•�®�®" AS MANUFACTURED RE AVD&CHERRY TEKTON,PAPSWPEHY.NEW JERSEY ©•O•©v©•O•®v 07055 OR EQUAL •®v®•®vO•®v B•®v®•®v®�®v®�® 3 w 0M SHEET ---- - - -- -- - - -- --- - - -- - 9tF NOTES tncwxe HNws®m HD Lori 6 - - ----------- ---- ---- -- - - --_�- - ##mwaesa rLwro+D.aAnE®oTTeu.Amo-H,v s- - ----- ------- AAlJO MR ALL WOE7AVOE5 ATMIIGAT10M5 SEN Cum€ ---------- ----— ---- - --- _ ---- -- - -- --HDD=HVD�- _ --_ _ -- - - -- _ ---- ----- FIMING STACK FLORIDA BUILDING CODE Non High VeIccity Hurricane Zone Tit�T�'��� -- - -- - - -- ®zD1s EASTERN MetK s(1PE•IY:iNc. - '��?�''��GENS BERTHA HV,1� A S S A Accordion Shutter System . - I / 1 L ECO iNc. ■ ■ ■ ■ KV.MADE#1 W/CR W/O M.WINIM S ADE ���/-•` _ American Shutter Sysfema ZLV.N. DESCRwMN DATE DRAWN OT: BEL TATE OF ;Q TiLUJT TESTING & ENGINEERING COMPANY AOEOCIOtIOnA IAC. 1 OLD 11-192 4/13/15 DATE 4/13/15 am M.W.3W St Sn 305,VOWAA PdIMm noam 331 Ph—:(305)671-1530.F-:(305)671-1531 4268 Westroads Drive DRAWING No � ```���`� M�67D19L West Palm Beach, FL 33407 ` 15-085 .. OgledZIRE/DATE I . WALTER A.1038 Jr.P.E. P.E.AS nDRnA`;`'1 u1c7 8 SHEET OF 20 POURED CONCRETE POURED CONCRETE —POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED /� /—EXISTING GLASS EXISTING GLASS _ EXISTING GU_l5S 1——r—_S / MRL SEPARATION -F—-� 2•MM CONC A"O. E�fISTINI G GLASS . O 16'O.C. 1 2'MIN. TO GLASS(SFE LAR SEPARATION MR SEPARATION MIN SEPARATION EO EQ TO GI/SS(SFE 1�BLADEmAND SCHmU.E OMON SHEET TO GASS(SFEET •SEE TD AE ON SHEET (SEE I I SOHMULE ON SHEET 1/16•«3'MAX. ON BEET 19 FOR 11 FAR BLAZE HEET 1�1 FFOR EBEAOE® II FUR MADEmAND (6063-T6)CONT. HA06md:® UN UtLtl'19 FOR 1/2• ON SHEET 19 FOR DN SHMT 19 FOR ALUM.CLOSER r T (3 1 / \ eLAD6o�® Lo SIDE M,DFsm&® AT cLocATE TMIN �O) - AT EITHER SIDE MIN - - 1/z• OF(D) I 4 USE 11"OR 2'MAX. g1ox1/2•s.Ms. flox1/2'S.M.S. I _—_-- (AS APPurasLE),z':1/B"xO'-2' ----- ® i 6.O.C. ALUMINUM CLIP ANGLE ' ®16'O.C. - ---- ----- 4 \ (6063-TO ALLOY)AT MIDHEIGHF W4 \j (2)1/4'01TAPCONS ANCHORS TO 5 SEE DETAIL x FO 1 OR & WALL AT SIDE OF(D) AT 1 OR & 510E CONNECTION 1 OR & SEE DETAIL X FOR 1 OR & To TRACKS 4 SIDE CONNECTION ��-©Q-a o•®- SEE DE ONE Fo ®-®-©•O-®'®'®' sroE CONNECTION ®• TO TRACKS - -�6.^�j-g .®- •®a®•�o.©•©u TO TRACKS ®-®•Q�©•®a ®•Q�-®•®-®•®-� 4'®'®'®'®'®'� ENDCONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL 2Q- 0 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING /—DOSONG GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED kM SEPwwION 91 1/2-S.M TO CLASS(SFE ® ,s• .c. MBR SEPAIRAIIAR Y ;i—_—_-- ------- _ 6 OR&ROOR SCHEDULE ON SHEEr 1 MADE(DMD CONC EEE 1/2-MIN. TSAEI>NE ON(SEE r ____-__ © /, 9 ON SHEET 19 FAR ANCHOR a 11 TVR BLADE(I)ANDD _ --- _ 1 OR vOR OR 1 CONCRETE BLADES(D ® 12'O.C. 5 ON m 9 FOR FO 4 -- - - - OR© ANCHOR Q 16• 1 2'MIN. 4 O.C. `- _1/2-MIN. _ _ - - OR®OR 1�OR 2'MIN. 2-MIN. ♦ SEE UMJIATIONS OF USE FOR �� y 5 BLADE ON SHEEr 19 ©OROOR�OR@OR0 ����aL[ .I LJ. 1-OR- —_ OR �RCONCRETE © ©O ® D ST LLATION REQUIRE �•®a®��'©�®- ®•®-®•Q�-©•®- ©=0-®�©•O�®� ©•0=©a©O�®�, (1� HV BLADE OR HV WINDOW BLADE INTO -- - - - - - - .®„ CONCRETE OR==CO CRETE BLOCK WALL - ND CONNECTION DETAIL 5Q a0•®-®•®-®•®-" END CONNECTION DETAIL 6 �•®-®•®-®•® 0 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone -'—®2015"TASIFRN� METAL-SUPPLY.-INC.—- ---- BERTHA HVTM - �CENs 1 L ECO tN�. AT.S■S.A. Accordion Shutter System H.v RACE#1 W/OR W/o KV WHDOW MADE American Shutter Systems REV.lk DFSCRUMON DAIS DRAWN BY. ML TIWT TESTING Jt ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 13/15 DATE: 4/13/15 STATE OF wss nw.xm.SL„Ste.305.VVGW GAIMM FLDFWA 531 9 Phan0:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No —.1 oa u � com West Palm Beach. FL 33407 3 15-085 WALTER A.TILur ar.Ph P. ��Y `(L�AJF91C1VA�fLIRE/DATE F<oRmA P 44167s SH t0 OF 20 SCHEDULE 81 501EDULE12 SCHEDULE 143 MAXIMUM SHUTTER SPAN, 'L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" 0 TES (ft.). FOR INSTALLATIONS SYMMEIRICAL r or INSTALLATIONS®/OR -L--" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND W/ �y CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ®or or & W/ ONE HV LOCKS MANSORY WOOD 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 GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV 'T' W/ NO LOCKING RODS® OR R W/ NO LOCKING WALL A B, C. D. E. M, N, O, P, O, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS® TOP & (SFE NOTES t,tt) ODS MOUNTING F. K & L R. S, & V. (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING N &GHI, 11, J TU. W & X WALL MOUNTINGS (rOP/BOTTOM) OR FLOOR/CEIUNG : NUD CONCRETE&WOOD INSTALLATIONS O EFwuAINSTALLATIONS(5 CONCRETE&WO00 MOUNTING ,M GIVEN A i_ 6RME•`^ ESI DME �PUSTALLA7ION5 PRESSURE WALL MOUNTING FLOOR/CBIJNG WALL MOUNTING PRESSURE DEIERMINMIWYIMPIWL+'FROSCHEDUL FLOOR COLING MOUNTING roma+ MOUNTING M' h / GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE SCHEDULE.(POR FLOOR/CEILING MOUNTING (P.M.) OR (+GR_) (+aR-) (+tm-) � ALL YOUNnNc A DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L 4 (e) L-(I� L+ (Q L-(N L 4 (ft) L-(ft) L+ (0) L-(1) D MAXIMUM SHUTTER SPAN •L+'OR 'L FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS FILIAL.TO THE 30 OR LES 16'-0" 16'-0' 16'-0' 16'-0• 30 16'-O' 16'-0' 30 16'-0' 16'-0" 105 Psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+•AND'L_-'- 35 14'-10' 14'-10' 15'-2• 18'-0' 35 W-10' 14'-10' 35 15'-2' 16'-10' 40 13'-10' 13'-10' 14'-2'. 15'-2' 40 13'-10' 13'-10' 40 14'-2' 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' iJ'-1' 73'-4' 14'-3' 45 _13'-1' 13'-1' 45 13'-4' 14'-3• t HV CORNER CENIERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL YOUNTiNGS 50 12'-5' 12'-5' 12•-8" 13'-7' 50 12'-5' 12'-5' S0 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-10' 12'-I" 12'-11' 55 11'-10" 11'-10' 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION (t2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-1 I" NOTE#5,SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11•-11' 65 10'-10' 10'-10' 65 9'-S" 10'-1" DETERMINE( U+= MAX. SPAN FOR WALJ.MOUNTING INSTALLATIONS. 70 16' 10'-6' 10'-9" 11•-5' 70 10'-6' 10'-6' 70 8'-9' 9-4" 0'- L2+= MAX. SPAN FOR FlDOR/CEIUNG MOUNTING 75 10'-1' ID'-1' 10'-4" 11'-1' 75 10'-1• 10•-1' 75 - 8'-9' t't EXCEPT THAT MULXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 9•-10' 9'-10' 101-0" 10'-9' 80 W-10' W-10' -LAND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 1O'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-0• 10'-1' 90 9'-3' 9'-3' SHALL BE LIMITED ASF W5: DETERMINE 95 9'-0' 8'-9' 9'-2" 9'-10• 95 V-3. 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 p.a.f. AND 8'-0'SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' 8'-4" 9'-0' 9'77' 100 8'-9' 8'-4' MOUNTING®ON SHEET 7. INSTALLATIONS. 105 B'-7' 7'-11" W-9" 9'-4' 105 W-7• 7'-11' 110 B'-4' 7'-7' 8'-7• 9'-2' 110 W-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 B'-2" r-3' 8'-4' 8'-11' 115 8'-2' 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 21+'. %2+". 'LI-AND'L2-' 120 8'-D' W-11' W-2' 8'-9' 1.20 8'-O' 6'-11' (4)GO TO ANCHOR SCEEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0" 8'-5' 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE ASD. DESIGN 130 7'-8' 6'-S' 7'-10' 8'-1' 130 7'-8" 6'-5' PRESSURE HATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 6'-2' 7'-9' 7'-9' 135 r WIND ZONE-7" B•-2• MINIMUM I SPACING. 140 r-5' 5'-11' 7'-7• 7'-6' 140 7-5• W-111- -n• ASTM E-1996 SEPARATION 145 T-3' S'-9' 7'-5' 7'-3' 145 7'-3" 5'-9' TO GLASS 150 7'-2' 5'-7' 7'-4' 'r-0• 150 71-2' 5'-7' 155 7•-0' 5'-5' 7'-2' 6•-s' 155 T-0• 5'-5• 1 THRU 3 1" 160 6'-11' 5'-2' 7'-1" W-7' 160 6'-11' 5'-2" 165 W-10' 5"-1' 7'-0' 6'-4' 165 6'-10' -- 170 W-9' 4'-11 -6'-11' 6'-2'- -- ---170=- - - 6'-9"- /�.����/----- - - - - - - - 175 6'-7• 4'-9' B'_9' 6'-0 175 6'-7' 4'-9• \FJ H V---BLADE. - - - --- ---- - --- --- -- - - -- -- 180 6'-6' 4'_B" 8'-8' W-101 160 6'-6' 4'-B' 185 6'-5' 4•-6' 6'=7' W­8" 1 B5 6'-5' 4'-6' - -- —--190 -- -6•_q'- -4•-g•---6'-6'- -5'-6'---- —190-----8'-4 4'-5-- ----- ---- --------------------- ---------------------------- 195 6'-3' 4'-3' 8'-5' 5'-5• -195 -6'-3' - 4'-3.-- 95 3'-- - - -- - - - - - ---- ------- ---- 1 6'-2' 4'-2' 6'-4' 5'-Y 200 It 4'-2' 205 6'-1' 4'-1• 6'-3• 5'-i' 205 6'-1' 4'-1• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone - - -- -- - - - --- - - - - - -- - - - -- --- - ----- ---- ----- -2015 EASTERN-METAL SUPPLY, INC. 0RBERT A HVTM A',ITic�;T%, 1L EC O �N�. A■S■S■A■ Accordion Shutter System ? KV.RADE#1 W/OR W/O KV. WINDOW RADE American Shutter Systems REV.NC DESCRIPTION DATE MMWN Tx:MkQYJLG. TIWT TESTING & ENGINEERING COMPANY _ *= Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 •A• - 6W NW.3Oh.SL.St.305.VUWM GARDENS,FLORIDA 331 4268 Westroads Drive 2 5 Ph—-.(305)1171-1530.Fm:(305)071-1531 DRAWING No 4r 0-m01:tatecoudol.com West Palm Beach, FL 33407 3 5-085 0,��Fc,FLOR1dP. ?�� WALTER A. P.E. ` �'!Fii`SI�IG �dR��E/DATE FLORIDAu� 44167 B SHE 1 OF 20 :.1„ :�h.•:' .?1. �.• 411 . 7. 111?: Xf IM . :111 :1� :�I to::?-:d..l .leAU011TIN11711' e; h.c :ile: qe. «• . �« l. l•� sof .- • •- Q la' O la- « � `a 'O" ' "O' , �\��l'll ,� :.is bllT� - • � e mG'JQ3m0�m�®mmmmmmmmim�0��®�mm� iLf�m0ApO0pmm000[•�Ommmp[�t70�Rf®ma�000�®mOOppOOO�O���O ..,.• mmm000nommm000vommmnoovaf pp ' mm0�7000E7mmm0000pmmmEIOODOmmmOODOpmm0�7l7�000OR7AOOOm mmm00000 mmmOO[>0[7 mmm0000U iLfm�100000 mmmOO[�00 OOpOOFlOF1 0�000OOL1mm000ODOmmOpOODOm®mOp0000m0QQ0®RiOOOR#Op©Ls m m[�p00pmmR7Oa00pmm O [lDO�m000000mmmE7OOO[�p []O[7pO0 m®m0[•�t7LE]pmmmODOpppp � DD 0000ppmmil7p[7O oo pp ppOmO mmmOOOOOmmm00pgp®�m� - �ODm[f�mOOOOp®mmOOO�®[��O�Opp[3Gi Elam DOODOOp mmmOOOO®mmm0000p mm[0[70OdO mmmOOQ�.]pO[]DODO®®D M00 m®m mmem000�0��i�i 0®��� oA oonoo mmmAQoao�m�o��oo D�OOOO � m6tCf[.i�' 0 �Ff m® FAO© OmmiLlOO OmmQ1000Qmmmmpp pp mO vOOdAOm®DD CI IM ©DO MMM..170OmmiIl0000E�6fmm[1�®�i�®�mOQ�ppppOODOLSjO mmmOODOO mm000m0O m®m000Oa mmO®OpOO m�lOO©OVO�Opmm®®® m�m���oo0®m�n��dm®mvoon�mmmnvoo�mmmv��voodnoo©Qo mmm000dommmorampommmvo moa•mooapooa�mommiaaoo v©Qmoo mmmo©000mmmoo®Dom mond mmmda��amrammmo : e opn�o m a ,- mmmvvoo�m®m���odmm�mona®�ommmoovoomi�mm��a��onoo®�n�o mmmo®poommmnmooammm00000mm00000nmmovpoppoomosa000 [Hamm 0m�tlp000pmmoLEi0po0mmomoo as mmmnoopRammmovoopmmmnnomomm©opoopmmnmppponnodooieao mm� Op 0mmo©ponmmmooppp�]Ll�ippp OOg7 mOppOpOpOF�®©oOO mm� ®pClmm000oOpmmmOOOOC• DOO�Oc•Qlmm®DOdOpOOOOmLaO mm©E�pppO mmmOElOOp mmm00pp� ©OoppCr mQZ�90©Oo�ao DDD©©©Ou mm0®©ppOmm0000Opmm...M a mopopaommmooppooa�rmoveo mmvpp000mmmp0000mmmp000pmnovpaopmovop000ioo©�umopo ' mmmo®®oo�®mmvo0oommma�000�vo�oo�o���no�000000©0000 m�mmpoeape•mmmppooe,•mmmopppp mmppodoo tnmopooe�o Doom®poo mmmpopAmmmmopopv oamopoopoomomoopo vmm oop , mmmoopp� On�voa00000���®n�ii�ppmmr,�popvo mopoaoo��nno�o©o mmvoo9o��aaiomoommmoovoo�mv000Ppo���®�f000l7OOO©DODO O O mmvp _ � • - • � �mm000ppomm0000ppmmoopp000mopAoeaoivmpvopopoa®00000 ama�wo�000�®0000vom�®oo�oia o�®000000�000000��nAnm000 � �) � • •�, • mmapompommoopopommpsaopop�noop000moonpvopoommooao - vvoppommpvopppmmppopooipp000ppvopp000000nea • • • vAooroo0m000psa pp psnummoAooa•m000vv 0000m000 m®oovovommvood��®��000�poo�00000®o�0000�v®��oon0000 ®�00000iPnoa�a000vdo�o�v000ip®mvvo��amv0000v000000mmq ' m0000v�aompmd0000mp ooppo��o�iopoQppvoppraoopoommoo�® m®®o®po®moom®m®om® ego®o®mm®®op�assm®oma®®�®oma®o®®® �momo����®aio�voomd�ooaoo�oami�0000�®��pvvod000mA000 mom m �a•� oovvomp000000�oo�000p�aaia�ooppnoomoa��o moraomv000000mlv0000Qo por�opoomvovovoolaomoo a �• �, � �� JIF :�. e• a e• •e MAXIMUM ANCHORS SPACING anS(, FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUMIRGS E G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLDWS: POURED BOCK POURM WNCRIOE (A) TO EXISTING POURED CONCRETE(MIn.fc-3 I®i) uvam QE WALL SILL MOUNTING ©CEILING MOUNTINGHQ FLOOR MOUNTING - 1/410 TAPCON OR TAP=WITH AOvANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BUUEX.(Kn C.=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS.AS DISTRIBUTED BY All POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.fc-3 IIP) (N) ILM®7i tE&ONE PR=K RA M DEM KIDUAE REMM RALES W N111 DFSI t01GM TIMM WN W - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC•(MA.fc-2 k8N) 30 40 60 74 90 120 160 205 30 40 60 75 90 120 160 205 30 40 BD 7S 90 120 780 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 2 t0 9 8 a s 55 U 72 6 9 e 6 s 3 12 l0 9 e e s 5 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUNTER SYSTEMS ASSOCIATION.NC. 3'-0' f4 12 10 0 e B 6 s 14 12 10 9 8 0 6 6 ib 12 10 9 B 8 6 6 THREADFORM TECHNOLOGY (NTT VC=3 k4N) OR LM 14 12 10 8 8 8 6 6 14 12 10 9 8 0 s 0 f4 12 10 B 0 e e 5 �-POINTS SOLID-SET 14 12 t0 B 8 B 0 7 14 12 10 9 B B 6 B 14 12 f0 9 e B 8 e BLUE TAP W/CAP NDT�• 14 12 10 9 6 7 5.5 35 14 t2 10. 9 a 6 6 6 14 12 10 B 0 B 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 1Y 10 9 B e B 9 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 5.5 ANCHORS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 8 ti B B 4 14 12 10 8 B 0 ti 4b ISI 12 10 9 8 8 4 35 14 12 10 9 B a 6 45 14 12 t0 9 8 6 6 65 f4 12 10 B 8 B a 45 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS SHALL.BE 7/8'INTO THEE POURED CONCRETE.NO EMBEDMENT /4 12 f0 9 75 5.5 JS - 14 /2 10 9 a a a . 14 12 10 8 B 7 6 . •SEE LY�fA710RB of USE FOR INTO STUCCO SHALL BE PERMITTED.1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'IANC MINIMUM SHOULD STUCCO EXIST,AND 11 12 IO 9 a a s 8 14 12 f0 9 a 8 B 55 14 I2 10 8 6 8 8 SIS IXADE ON 91EET 19 1'MINIMUM FOR WALLS WITH NO SR1000. 5•-0' 14 12 10 9 8 7 4 - 14 12 10 B 8 84. 5 3S 14 12 10 B OS 5 35 3 A3)IN CASE THAT PRECAST STONF.PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 ID 9 8 75 45 - 14 12 10 9 B 8 6 45 14 I2 10 a 8 6 4.5 3.75 ANCHORS SHALT.BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 05 75 115 45 - - 14 12 10 B B 75 85 4 14 12 10 9 0 814.5136 NOTES AI)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT MLT&STUDS CONSULT THIS ENGINEER.FOR TSI 12 10 B I 8 6 - 14 12 10 B 8 a 6 6 14 12 f0 9 0 65 'S 35 INSEAUATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 J - 14 12110 6.5 1 95 4 3 14 12 8 85 S5 4 3 - 14 12 10 B B 6 - - iL 12 10 B 8 BS 5 75 14 12 t0 O•i' 0 5 4 - (B) TO EXISTING CONCRETE BL.OM-(ASTM C-90) 14 12 8 BS 9S 3 - - 14 12 70 D B 65 45 J5 14 12 10 B 7 5 Jb 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BI wEx 14 12 10 9 a 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7b 5b 4 3 - 1/4'0 x.3/4'ALL POINTS SOLID-SET ANCHORS•AS DISMOUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY- 14 1 4'0 BLUE TAP CONCRETE ANCHORS W/CAP As MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 TO 8 65 4 - - 14 12 0 74 5 45 35 - 14 OZ 7 SS 45 35 - - _ / 14 12 10 84 7 4 - 14 12 10 9 75 SS 4 - 14 12 9 7 75 45 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED TINY ALL POINTS SCREW BOLT SPECIAL 14 11 7 55 45 - - 14 12 10 9 75 55 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHOFUEO VENDOR REGISTERED WITH THE AdMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. B•-O' 14 12 10 9 B 65 - - 14 12 10 9 8 6 4 - 14 12 10 a 65 B 34 - NOTES, 14 12 88 7 5.51 3 - - 14 12 8 8.5 55 4 3 - 25 BSI 6 8 4 3 - - B.7)MINIMUM EMBEDMENT INTO CONCRETE M=OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 7 1/4'AND TAPCON 14 12 95 7.5 6 - - - 14 12 1.18 L5 5 - -114 12 B 6 65 4 - - WITH ADVANCED THREWFORM TECHNOLOGY ANCHORS is I. 13 05 Ob 5 35 - - 14 12 10 B eb 6 - 14 12 0 6.5 5 4 9.-0. 14 12 10 B 6 - - - 14 12 f0 9 75 45 - - 14 12 95 7 85 4 - - 112)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 6 4 - - - 0 T1 7 55 5 3.S - - It 8 5.5 45 3S - - - EMBEDM477r INTO STUCCO SHALL BE PEDMTITED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 0 OS 4S - - 14 12 8.5 7 55 4 - - t4 05 7 55 6 SIS - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. I15 a5 56 4 - 14 12 9 7 6 45 - - 14 11 7 E.15 45 3S 10-0' 14 12 10 8 7.5 - - - 14 12 10 a"645 - - 74 12 0 0 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 IDS 7 S 9.5 t0 75 5 4 3 - ANCHORS SOW_BE LONG ENOUGH TO REACH'THE MAIN SIRUCTU E BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 71 7.5 55 - - - - 14 114 9 6 5 4 - - 12495 6 5 4 4 - NOTES&1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WTIHOUT METAL STUDS CONSULT THIS FNGNEER. 05 8 5 - -114 1121 8 ss 55 4 - /J /a 8.5 5 4 3 - FOR INSTALLATION INTO EIFS WIN METAL STUDS SEE SHEET 20. 14 12 10 - - - - 14 12 9 7 6 4.5 - - 14 OS 7 55 45 3S 25 95 5 - - 12 9 8 45 4 3 - - 9 7 45 JS J - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MU SPECIFICATIONS OF THE ANCHORS MANUFACTURER 14 10 7 - - - - - 14 10.51 7 ISS 44 - - 15 85 55 45 3.75 Bs 7 SIS - - 14 15 75 0 5 - - 12 9 8 4.5 4 - _ _ (D) SEE SCHEDULE 6110W FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 l0 - - - - - 12 6 65 SS - - - 13 10 515 5 4 - - - EDGE DISTAUCE VERSUS SPACING SGHEDUL FOR ANCHORS: 14 11S ab 4b - - - - - 1/ _L 54 4 3b - - - 8 8 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.IHSS THAN THE INDICATED.REDUCE ANGOR SPACING 13.5 94 8 - - - - - 13 95 6-5 5 4 - - - OA a 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEXILE BY THE FOLLOWING FACTORS. 14 LOS 7 S.5 44 - - 11 a5 5.5 45 J.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 131-0' 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 6 4S 4 - - - FACTOR Ob 8 - - - - - - 10 75 5 4 3 - - - 75 5.5 4 3 - - - - ACTUAL 2S&S - - - - - - 12 9 6 45 1NREADFURM 4 _ _ _ 9S 7 9 4 - - - - EDGE TAPCON TAPCON RADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER.N a 6 - - - - - - 13 9.5 5.5 5 - - - - os 73 It 4 - - - - BLADE DICTANCE TECHNOLOGY LaN.SPACING 14. 12 - - - - - - 14_ 05 7 55 - - - - 11 85 55 4S E.D.-OR MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' WN.SPACING - 3- 3 3/4' 4- 14�-0� 10 75 - - _ _ - _ B 7 4.5 3S - - - - 7 5 35 3 = --________ _ _ _ CONCREM_&.POURED 0.NOIETE.0ON39FUM _POURED CONCRETE&- POURED CONCRETE&pOl�CONCRETE CONCRETE ELDIK lb 8 - - - - - 11 8 58 45 - _ _ _ 9 85 45 _ _ _ _ _ CONCRETE MN M-3 1/Y MIN.EA-2 1 CONCRETE BOCK CONE Ir MIN. =SACK MM ED.=3 1/I' E8-2 1/Y _ _- 75 - - - - - - - 12 B 6 - - - - - BS 7 45 - - - - - (10 HV WINDOW3' lO am 1.0 0.78 1.0 0.84 1.0 15'-0' 14 - - - - - - - 35 Io 4 - - - - - 05 a 5 - - - - - BLADE WORKING 2 1/2' 0.81 1.D - 0.67 1.0 9 - - - - - - - a5 64 a - - - - - 65 6 3 - - - - - IN UNISON _- - -_ 10 10.1 0.51 7 11.5 as 55 - - - - - 9- 65 4b - - -- - - -- - - ' 1-3 - - - -0.97 - --• - - - - _ -0.43- - - - --- 14 - - - - - 25 95 8 - - - - - 10 7.5 5 _ _ _ _ O- _ 1B�-O' 8 - - 0 6 4 - 6 45 3 1 1 2 0.35 7 5 - - - - a 6 4 = _ _ - - FLORIDA BUILDING CODE Hon High elocity Hurricane Zone TIL(/T/,,��� - - 0-2015 FJSTERN METACSUPPLY. INC. �ENSF'`�'�'� BERT H TTM ' I L ECO .NN:. A.S.s.A. Accordion Shutter System �) KV.BADE#1 W/OR W/O KV.WINDOW MADE E /C�(,�/�-� American Shutter Systema .N DESCRIPTION DATE DRAWN BY: ILL Cc TINT TESTING & ENGINEERING COMPANY STATE DF ::�; am N.W.3RRR SL.St..367.VD IDS,WOONS.FLORIDA 331 Association, Inc. 1 OLD 11-1e2 4/13/15 DATE 4/13 15 Phone:(305)671-1530.Fax:(305)871-153t 4268 Westroods Drive 2 DRAWING No o-maR0C8.Oc9.com West PDIm Beach, FL 33407 : 15_08$ ON M. WALTER A 71LIIT N,P.E. 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DESIGN PRESSURE RATINGs.f) AND CO RESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GNEN Max, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MoUNnNss ON SHEETS 16&17). ZS3 U B !EE3'TT FR AT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH �• SPRUCE NORTH SPRUCE PINE 1/2" MIN. COX 2 W MIN.G=0S5, FIR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD W/ W/ MIN. G=0.43 W MIN. G=0.36 ��(N WALL MOUNTINGS 1 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 WAS MOUNTINGS 8.0.WALL MOUNnNGS B.O. WALL MOUNRNGS &,o.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V - S&v ®9LREf®I[tYD(Tdj ®BLDEt9SSIEAvi(I� ®1IwIEIR59RPCIIC(d) ClgletcMEImmilE4®C ID7<DERES9RB�(pQ MwRwR®RwxL) WMMRan ILOID" ®I am118915w0(p)dMAOSDIw=SWR x110W) MMUMMMRmte) 30 40 60 75 90 105 30 40 60 75 190 05130140 60 75 190 05 30 140 60175 190 1105130 140 60 75 90 05 30 140 50 75 90 105130 40 60 75 90 05 30 40 60 75 90 05130 40 6075 90 05 30 40 60 75 90 05 -0'OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 B 6 6 6 12 SO 10 9 8 8 6 6 6 6 8 6' & 5 4 4 M1 3 12 12 IZ 12 12 12 12 12 17. 72 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 B 6 8 6 6 6 6 6 5 4 4 4 J 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 8 6 6 5.5 12 10 10 9 8 8 6 8 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 8 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 OS 6'-0' 12 10 10 9 8 6S 6 6 6 6 .5 45 12 10 10 9 8 5 6 6 8 .5 5 45 12 10 10 9 6 3.5 6 8 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-O' 12 f 0 10 9 6.5 4 8 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 35 6 5 4 4 - - 12 12 12 12 12-12 12 12 12 12 12 0. 12 12 12 0.5 8.5 75 8'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 3S 12 10 10 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1 9 7.5 6S 9'-0' 12 10 10 S 3.5 - 6 6 5.5 4.5 3S 3 12 10 9 4 - - 6 6 4S 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 5 5 3.5- - - 12 12 12 12 12 10. 12 12 12 11-59-5 85 f2 12 to 8 8.5 SS 10'-0' 12 10 7S.4 - - 6 6 5 4 3 - 12 10 8 3 - 6 6 4 3Z.3 - 12 10 3 - - 6 6 4 .5 3 - 6 5 - 12 12 12 12 1149.5 12 12 12 O. 8.5 7S 12 12 9 7 6 5 11'-0' 12 10 5.5 - - - 6 8 .4.5,- - - 12.10 4.5.- - 6 .5 3.5- - - 12 /0 - 8 .5 4 - - 8 5 - 12 12 12 12 10 8.5 12 f2 12 9S 8 7 12 12 8 6S 5.5 4S 12'-0' 12 10 4S - - - 6 6 41- -112110 3.5- - - 6 3 3.5- - - f2 10 - - - 6 S 3.S- - - 6 5 - - 12 12 12 1. 9.5 8 12 12 11 8S 7 6 12 157.5 6 5 4 13'-Cr 12. 10 - _ - 6 6 - 12 10 - - 6 4.5 - - 12 7.5 - - 6 .5 - _ - 6 .5 - - - 12 12 12 0. 8.5 7_5 12 12 10 8 .9 85 12 0.5 7 3S 4S 4 14'-O' 12 10 - - 6 .5 - - - - 12 7 .5 4.5 - - 12 7 .5 4.5 - - 6 3 T - 12 12 12 9.5 8 6 12 12 9S .S 6 45 12 9.S I5'-0' 12 - - - 6 - - - - 12 - - - - - 5 - - - - 12 - - - - - - - 16'-0' 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - 1. - - - - - 5 - - - - - 6 t n HV BLADE OR C1� HV BLADE All HV WINDOW BLADE WORKING IN UNISON* •MA U A."n ap USE 1aR HIIAOE�ox sIE>;T 1a } NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCIHOS TD-WALL;:FLOOR.OR SOLD WDOD-SORR_SHALL BE AS FOLLOhS: - -__-_ ___3-SUBSIRATE SHALLCONSIST_OF THE FOIfDIMNG:_ --- ---- -- --------- --sovrHF7w-PINE N0.rw/-c=bss(H.os)- -- ---- -1/4'0 TAPCON ANCHORS AS ILWUFACTURED BY LTX BUIIDDL W/MNDOAI EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-OM(N.D-%) FACIN SOOTION ON SHEETS 16&17. -SPRIXE PRE FIR NORTH W/G-OA3(NDS.) EICEFnON:SEE NOTE 2 BELOW. -SPRUCE PRE FIR SOUTH W/0-026(NDS) -MIN.1/r COX PLYWOOD(1986 APA) --72.-ANCHORS-7 0 -BOUDW-CEILING-DIAL-BE-AS PER-MOOMM-TYPE-U.-SHEET-17-AND SHALL - IAG,SCREWS AS PER-NOS 2012 SPECIFICADON9.-_. _ _ - __ __ _- -CON55 ____ _ __ _4:-ANCHORS SHALL UE WALLED FOUDI NG ALL OF THE RECOMMENDATIONS AN SPECIHGITIONS-OF-THE ANCHOR's MANUFACTURER. - - _ _. __ FLORIDA BUILDING CODE(Non High Velocity Hurricane lone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Sl.MN,.,, �' Accordion Shutter System , Lco INC. A■SMS■A. HV. R"#1 W/OR W/O H.V.WINWW WM TILLIT TESTING & ENGINEERING COMPANY AmorTcan buffer Soem3 REV.N 01MCJxpOOx DATE DRAWN BY: M.L N,� agi67 a4 kW UM n•Me.30•"MINA GUMS,FLORIDA 331 ASSSOCTQfTOn, Inc. 1 OLD 11-192 4 13/15 DATE 4/13/15 Phone:(30)871-1530.Fax:(305)871-1531 4268 Westroods Drive x DRAWING No , e--I;UbemOaol.aom West Palm Beach, FL 33407 3 *•' s1A `�= EB-MO719 1 5-085 ;:�` WALTER A RLllT J'P.E TE Of FLORIDA Lk./44167 5 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV &-a HV..* BLADES AS APPLICABLE MAX. S + 0 — FOR INSTALLATIONS INTO WOOD WITH HV-SEXIjECII) ONLY SHAM WALL FINISH BE WITED-TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE §HEEX 19 FOR MAX SPAN 1/4.0 TAPGON OR A.S.D. DESIGN PRESSURE RATING FOR 0 E 1 & A OR ON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4.0 TAPCON OR W/1 1/2•Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO 'L W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISnNG EXISTING WOOD HEADER. W000 HEADER.(SEE SCHEDULE ON SHEEP 15) j 7�(� 1 OR Q� (SSE SCHEDULE ON SHEET 15) �O 1/4.0-20x3/4'SS.MACHINE Sat77LLE ON SHEET 1 18 SCREWS 1/4'-20 NUTS �—it FOR ET 199 AND ®. 0 ON SHEET is FOR 1'Min. EXISTING E RAMS(D&@D `v x ^y G cl 1 oR 1 nGLASS--[ FlNISH I I I L' O TIONAL �.� '��. ,:`.• �. WALL EXISTING .EXISTING MIN. ' FINISH 1 OR f1A 2x4'WOOD I ••••t•...w.EXISTING MIN. HEADER REQUIRED 1 OR ® I 2'x4'WOOD 1f'0 TAPCON OR TAPCON WITH ADVANCED EADFORMEXISTING 1 •SFPARA110t1 I I I HEADER REQUIRED ) ' Mien PENETRATION OFH OLOGY 7HRFACED UREA TO GLASS—{ TO CLASS(SEE I I EXISTING WOOD HEADER. SHEET 9 MN..SEPARATION TO CLASS SFE SOHmU1F ON SHEET 15) 4—1 I FOR Et11A�DE E7XISTING f^--(SEE SCHEOIAE ON SHEEP 11 1 ON SHEET 19 FOR GLASS—I 2•x4•CONI.SILL BlADFS O&.� PLATE RWO. &NV WALL HEADER INSTALLATION 1 OO HV WALL SILL INSTALIATI_UN. OM HV WALL HEADER INSTALLATION REO'D. FF '•;;4*.�"�• + ;�-:. I I I ax I FI-, '•ti'<�:r:.'�z":`-'��:r4.w:":�;', .SEPARATION TO CLASS) I O EXISTING MIN SEPARATION TO GLASS 1 (SNFE SCHEDULE ON SHEET 11 �pSg� LocIa (SEE scHmuLE ON sHfT t1) EXISTING I cG2•x3COMIN.SEPARATION TO GI/SS 1/4-0-20X,3/4--&S.PAiii (SEE SCHEDULE ON SHEET 11) MACHINE 1/4.0-20x3/4S.S. USING 1/4'-20 NiITS MACHINE SCREWS W/ 1/4-20 NUTS a 1 O 12O.C. WALL O.C.FINISH lGS PWOG' LATE ' I I REVD. iv 1'Min _ \ 1'Min. 1/4'0 TAP(X1N OR TAPCON WITH ADVANCED OR( - THREADFORM TECHNOLOGY W 1 1 2' ___ {___ 2•x4•CONT. Min. PENETRATION READED AREA To WOOD HEADER. 1/4'0-TAPCON-OR-TAM:ON-W(ITI-ADVANCED- __: - ._ _,.... _ _THREADFORM TECHNOLOGY W/ 1/Y --- - -- --- -1/4'0 TAPCON OR ------- H4IE- --- ----- --- --- REO'D. (��SL'HLDULt ON SHEET 15) - - Min.PENETRATION OF THREADED AREA INTO PLYWOOD 7APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SFE SCHEDULE ON SHLEf 15) EXISTING MN.2x4' 1/2 MN.lb� hiRFADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL F�715H J.' STUDS O 16.O.C.MAX. PLYWOOD RECD REA/DED Min.PENETRATION INTO PLOYWOOD 2-MOUNTING COMBINED IN ANY WAYBE _1/2�MN._COX_PLYWOOD_REQ'D._ —.REQ'D.-PLYWOOD-TO-BE------- W/LLL FINIS_(S�-SCHEWLE-ON-SHEET-15)--SUIT_ANY_ENSTALLATION.______®,HV_WALL SILL_INSTALLATION___ _ _-- LflOSTING MIN:-2%4'STUDS 0 16'-O.C.MAX REO•O. _ _."ATTACHED TO-STUDS GJ _ PLYWOOD TO BE ATTACHED TO STUDS IN ACCOROANL'E ACCORDANCE WITH -- — -- -- - - - WITH SECTION 2308 OF THE F.B.C. SECTION 2,368 OF THE ®HV WALL SILL INSTALLATION SEE u►g>;AONNS GF L OF ©HV WALL SILL INSTALS T ION Fcc• ItLADECNON SHFEr 1 FLORIDA BUILD)NG CODE(Non Nigh Velocity Hurricane Zone - --- -- - -- - ---- --- ---------- - - -02015-FASTE1214 METAL SUPPLY,INC. - 7�([%�iq�� BERTHA TM A S S A Accordion Shutter System • ',/ . . . . Kv RgE#1 W1 OR W10 KV_ WINDOW HARE ` .A i TINT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Ila 'DEscFuFnDN DATA DRANK BY: M.L. •*. ,�, * 6333 N. 361x.St,s1..30.VROMA GWMIS,noana 3316t Association. Inc. 1 OLD 11-192 4/13/15 TATE 4/13/15 STAIE UF z: Pirone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No 9 o mml fut«o0aol.rnm West Palm Beach, FL 33407 3 ,c P •'�cL,`a Le-00067,9 4 15-085 0'o-••.++LXyora . �� WALTER A TUIT Jr. P.E P'���h .�•W'H�••• •G `A� FLORIDA LIc.B 44167 5 SH Er OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR J) HV & (fA1 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HYBLADE_C ONLY S LIMITED TO 105,0 s . S PRESSURE RATING SEE SHEMAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 11 40 TAPCON OR c EQ EQ Y YIN. IAPCDN WITH ADVANCED 4'kS'(Min.)E7TISIING EDGE IF APPUCAIELE) >v: THREADFORM TECHNOLOGYSTRWOOD BEAM REQUIRED• _ W/1 1/2'Min.PENETRATION 1/4'0-20x3/4•S.S. DEc w�o�oo sFnM OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFIED BY DUSTING WOOD HEADER. DUSTING WOOD MACHINE SCREWS REGISTERED ENGINEER OR \(�SCHEDULE ON SHFIT 15)rQr W/1/4'-20 NUTS ARCHITECT PRIOR TO Q TRUSSES OR O 12.O.C. SHUTTER INSTALLATION. 1/2' 1/2' RAFTER O 24' ISI O.C.REQUIRED OR 1/4'0 TAPCON OR \;J TAPCON WITH ADVANCED EXISTLNG Max.THK. ,2.57' THREADFORM TECHNOLOGY 3/4' .THK. a •i \ I I Mme. W/ 11/2'Mn" PENETRATION ED AREA TOE 014x3/4 lk4'x1/6'CONE.ALUM.TUBE N -° ' �OPRONAL DEOSTwC WOOD HEADER. S.M.5• (6065-T6 ALLOY)W/ +� I (SEE SCHEDULE ON SHEET 15) O 6'O.C. I 1 Or©or Q s/16•F LAG RTRUSCREWS ro `;'i;^; ,'•+• -- t1�1 or 1© or 1© I H RAFTER CR TRUSS. I LOCALE LAG SCREWS AT I MDWIODI OF DUSTING WOOD Ik3ABER,(2"Min. NOMINAL DOmNG MIN 2'x4' ) I N HOLE AT EACH OPEWIDTH)W/2'Min. EKISTING--1 HEADER REQ'D STUD TO ACCEPT PENETRATION OF THREADED GLASS MIN.SEPARATION TO GLASS I E (SEE SCHEDULE ON SHEET 11) E7fImNG I I $/1 11 LAG SCREW AREA.VALID FOR GLASS i AT CENTER OF TUBE "LSTAUATIONS WITH 72p1 Tet MAX.A.S.D. DESIGN LOAD AND 9'-0Ht[ WALL HEADER INSTALLATION T N EwmNc L= H INSTA MAX SPAN.THIS GLASS-- To pass(SEE INSTALUITION IS ONLY VALID "I 11 sat MADE w ♦ I SCHEDIM ON sear FOR WOOD W/MN.SPECIFIC I 1 SEM DE FOR _(DOR® 11 FOR MOM 0Aro GRAVITY OF 0.50 AS DOUGLAS ON 9EEf 19 FOR ♦ FIR OR SOUTHERN PINE N.2 tlx: RAAocFSN✓t® I =CD'1'�Tg 1 OR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY ® OR FAUAI- 2-MOUNTING SECTIONS CAN BE COMBINED �T HV CEILING INSTALLATION U V GIS ION N ANY WAY TO SERF ANY INSTALLATION. I Tom -- --lMR.savFATION t_ 'JOR®♦ II MIN. I I t MW.SEPARATION TO GLASS -I 1111 FOR M"061®An �T TO GLASS ) ] (SEE SCHEDULE ON SHEET 11) OUSTICLANG 1I ON SEM Is FOR I(SEE SCHEDULE ON SHEET i t) I I E 1111 aLTERNA I I I t I�T1-ON I I EXISTINGS�,� 6 I I AMISH I I 1/4• I yfi' 810x3 4`HEX cis I I I I 2'x6'MN.WOO Max. ©� 7 �� WASHER HEAD TEK I DECK REQUIRED �.;,:!?aN•.L,. SCREWS O 12'me (NO FINISH tae; ©OR 2'x6'MIN.WOOD - ALLOWED) DECK REQUIRED(NO FINISH ALLOWED 2 1' OF •�.���-�— � EDGE OF DECK 19 EDGE OF DECK _DECKJF _ _ _ ___ - _ ___--___ ___-IF-APPUCABLE_ _ _ __ __ _ - _ _ - _ _ .APPUCABLE F APPLICABLE -_ 1• 1/4'0-20,3/4•S.S. - _ 1 1/40 TAPCON OR PHILLPS TRUSS HEAD -'2JMN. APCON WITH ADVANCED Min. MACHINE SCREWS - 1/4.0 TAPCON OR TAPCON WITH ADVANCED` 2'x4'CONT. 1HREADFORM TECHNOLOGY W/ 1/4'-20 NUTS Tl4READFORM TECHNOLOGY W/1 1/2'Min. SILL PLATE 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2'MIN. pE7tETRATION OF THREADED _W/_1 1/2'Id'm.PITEETRAD_ON_ 0.12'O.C._--_ /- / _ ------'A.RFA'TO-E%ESRNG-WOOD (SEE-- �-'� -_- -- OF TH9EE AREA TO - - _-TECHNOLOGY-IN/1 1 2-M•m.-PENETRAnoN-oF-tHREADTD--------- - - ------------- -- - E7OmNG WOOD HEADER. - - -' - MEA TD ETUmNG WOOD HEADER.(SEE SCHEWLE-ON SHEEP 15) - -- 'SCHEDULE ON-SHEET-15) - - - - - - (SEE SCHEDULE ON SHEET 15) E uMIrATKws of To FOR ( HV WALK—OVER INSTA _TION OV HV 'WALL SILL INSTALLATIONT Q«+sHEEr is WO JHY FLOOR INSTALLATION FLORIDA BUILDING CURE(Non Nigh Velocity Hurricane Zone - �': BERTHA HVTM Accordion Shutter System A■S■S.A. Itv FIXE#1 w/OR w/o H.v VNNDOW 81ADE -O: .?�•*� A TILLIT TESTING & ENGINEERING COMPANY RIerlCan Shunter Systems EV. DE9CTBPf10N GATE DRAWN 11Y: N1 Aseoclatlon, Inc. 1 OLD 11-192 4/13/1s DATe 4/13 15 Q` e1f'7 N.M.35th.St. SOS,VCMAD6.F1DRW 7716 4266 Westrocds Drive z � Phone:(7055))87711 .rax+1530 Fax:(305)671-1531 DRAWING No SG� �`�� 0 Yn Uft-ft l.com West Palm Beach, FL 33407 7 ffl- 6719 15-085 �iA 01 L EN�\� WALTER A.DLUT Jr.P.E 4 / �� AAAIIf NN FWROA U.0 44167 5 SHEET P.E. SEAL��I IJRE/DATE 8 17 OF 20 END INSTALLATIONS HV BLADE OR (1� WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Yza'tai WOOD STUDS PED'0. 2•z4•UK WOOD Ys-ud. stuOS RECO. WOOD STUDS1/4-e TAMM 21r but. (As Asrua(p s \ ! i Ri/rinOz. \\ / 0.s AvatuWBE) ea�sFt \\ / 1 I \\ / ^� E2MMM crass F vbm roitrit�oo IF ND �( "M OW. Dwitmmoo a_/Ss t]mTMO Wass I DMNO PLASS 111 I ;\ — a` Ot \\ — t/2'0..mK / \ 1 WDL 0A( ro 11AL^ 111 let sD aMa t�Er ..• �•PL n -. saeeua:as¢T ro CLAS m 1/s•um 1/10YY 11 EM MAM(OME) _ �tauL a s¢r fl•TtlIDDD• tt�E9.�QEm aBAit�Cp°A Qg t ALM a0s0i +FOR GLADE IDAND -r>ue+iAM �MADISme� WdWL ase1DOR +/F- CL�,ymy® SUT Q1 SIM 12 1111 1 YOI. VIA&QDCA7E +1• B125I1 I t2/6Smk®) I AT atlWi a� WaraRrWur. _�-- - 1,00/2'SYS. N-0- - 1, 11 016 O.C.� - ALIM- 4 jp/1m1sARiai. _j�aeA�eIoa4 mE ai 4( ! a1 OR SEE MAIL z FO 1 DR SIX CDMECMN SEP DETAL x FOR OR Qy TRACKS IX FOR ® Q•©•'QT-pa•�•®' IE 0 to TRAM o•o > 00-0-6- ®-crag--�®- ©o•®-c o®- ®.®.®.�•®. END CONNECTION DETAIL(j) END CONNECTION DETAIL END CONNECTION DETAIL® END CONNECTION DETAIL A) •1aFn MM WILY FOR Ssns FGMM ly-0• 2z4'AMS WOOD py TY'GRR"MRS 1/4'10NWOPI IWCIn 10.1/2'3 oasRNc GLASS--\ 0 tY or_ �/++;MN. Sts Dc PDCMTIM•tY O.C. -GLASS 4 ♦ SEE UMRATIONS OF USE FOR WL SWARna+ -- 1 t/2•unL •AQR a 4 BLADE to ON SHEET 19 ro QASS DIE tt FOR B/OE mMO 11 FM B"MMG 9Asw raW t/2-UN -- -- -- - 6 DR®DR@oR S: - 4 ----- -- - ®CR®OR(qOR@ Q R 5 ueL (DOR 6 ers BOoR�a1 — - -_--=-- ----- ® ® ---�-Y DR off DR --- —_-_-- -— -- -,•(J��'�YY•®- WLL F191 2'xe IN.YOOD WVi1 -�o�ll"'Y`Y•Q�- ------- ---------- - ----- - ---- snMias mit. FIM END CONNECTION Mill--O END CONNECTION DETAIL 112 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Rc N!�c % BERTHA HVTM Accordion huSyemILEC ONc. ■ SNDUN hutter TIWT TESTING & ENGINEERING COMPANY KV.MADE#1 Wj CMR American Shutter Systema •R DESCRW ROM DATE DRAWN BY: N.L TF nF *= ASSOCIattOnF inc. + OLD 11-192 4/13/151 DATE- 4/13/15 loss M. 38N. SL.Ste.3D5,VMWIA GNMERS.RDRDA CLT+ 4268 Westroads tpDlve z 0:• +'� M,one:(305)871-1530.Fox:(305)071-1531 DRAWING NO ,��:•. 4Gr�.� o-m �D�B.aM West Palm Beach• FL 33407 3 15-085 S ' •...... • � 4 /�N .. `\\\ WALTER A TWT Jr.P.E. 5 SHEET YURE/DATE FInRmA ue 44167 D 18 OF 20 1 �°A®°R©°'® •GENERAL LIMUTIONS AND CONDDTONS OF USE FOR BERTHA ®' A c � 0 7 U HY WINDDIN BLADE QB - - 1.MAX ASD.DESIGN PRESSURE RATING+110.- 110 P-.f-' 2.MAX.SHUTTER SPAN:96• 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6.7;AS WELL AS MOUNTINGS N•O•T,U&W ON SHEETS 16&17. Q�-q.�� (}��ONLY LENTEIaMTES'[�-®(BIN A OR OPP09SY NO LAY E CASE of OPPQNG OonOm 16 CENTERRYOUR tW BE WWDEDDED ONLY AT DnERTOR ACCESS SIDE Or TYP.EA END ♦ • ♦ • ♦ ♦ ♦ ♦ ♦ 5.(A)w WINDOW BLADE 1O SHALL ONLY NLDW A MAO w of 5 OPENINGS (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 MM.5 WINDOWS ♦ ♦ • ♦ OF MIN.CLFRRANCE TOP OR BD710M EDGE OF FIV WINDOW BADE lO ALLOWED AT HV EI • OF ANY 3'0 HOLE FIR swu1.BE 12'. WINDOW BLADE ® (WINDOW EVADE BLADE COMING OUT FROM STARTERS AT ENDS MAY BE FN a ♦ s s • THRWCHOMOUWFRRADE @ MMUS BE USED ALTERNATE TO A SOLA HV BLADEQI DTVL lE9 SHAL ALWAYS M INSTALLED ADJACENT TO A SOLID FN lZ ♦ ♦ (8 IDE i AT EITHER SIDE OF THEM. SEE END ( .� (F)POLYCARBONATE HV WNW®SHALL BE INSTALLED SO T!§LABS FACE CONNECTION • Elie • • • • • ONLY THE OU7l1S�'fIDAL1ED AND lof:lED USING A IN SETTING TOOL PROVIDER OF THE OPENING OEM PROFEVIIED.HV WSD OSSA, DETAILS ON SHEETS 1D&18 EYP. ;Wb INO' FULL HEIGHT. D SII S SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LDIREO BY SPAN AND DESIGN LOM(SEE NOBS p p 4 L d t&z ABOVE). p � 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE MOM i &2 ABOVE). 8.MIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM.E-1995: . W.PPLAN FOR TUM REQUIREMENTS) W ®�,� WIND ZONE MINIMUM SEPARATION M CUM_ D H 111YfPP dbf'L/JJ NUMBED WID111 1-MM 3 1 1• ELEVATION MIX SElVJwlaT TO GLASS 4 ear EXISTING GLASS SCHEDULE ON S dEll 11 FOR a I(Ee Z-----------s _ - ON— SHEET FOR B --- �A ------------------- ' __------ 5 IIP. t \\ 4AND WZ OR qj(SEE NOTE A AMM ® 5Yu W/2 oR ICACl ExTERMATFs QS W/o (SES NOTE a ABOVE) 4 - TYPICALt . HV--BLADE—"WORKING"—'IN--UNISON`WITH" HV""WINDOW BLADE S� N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone MIp111111111UN/p - - - -- - ®2015 F75TENN E7AL SUPPLY;INC:—----- �P���ac BERTHA TTA AccordIL ECO �.c. hutter System A■S■S.A■ KV.ff 1W/ORR 0RVWDWRADE TILLI7 TESTING & ENGINEERING COMPANY American Shutter Systems DESCRt"ON DATE DRAWN BY: ML "�•. $TATE R D3A N.WI 31AA.SL.Stu.an VIRGINIA GATmrNs.HDLIIDA W7 ASSOC1atIOr1. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 y OF PMre:(305)871-1530.Fm-.(30.5)871-1531 4268 Westroads Drive s DRAWING No e n® 719 West Palm Beach, FL 33407 3 �FcS'••......•... ��`� WALTER A TILTT J,P.E. 4 15-085 ♦�i♦s/ NG%% FLORIDA uo.p 44167 5 SHEET P.E. 3GgQ, l�E/DATE a 20 INSTALLATIONS W f n HV BLADE & HV CENTERMATES ©1 -� r •x 1 1/2'x 0.035•THICK in• �;;VAMES.`r 2000•Max. ASTM A-653 GRADE 40 A�- aT STEEL16o.a Q M. ;^; 43b INTO METAL STUD WALLS * °�" ALO ® +/2• s/4"e NOMINAL W W 475• 3 * GENERAL LAMITATIONS AND CONDITIONS S ALUMINUM SLEEVE FOR A B AC SHUTTER 1 3/4x 6 1/4'x O.o35'THICf(Nin.j 430 4"O !2 IDR SYSTEM INSTALLATION TO METAL STUD WALLS o 6063-T5 ALLOY CONI.GALV.STET]--TRACT(CHAMN0. O B•O.C- O 6.O.C. • m 3.000' ASTM A-03 GRADE 40 W.G-6° ' ,, ,,70 SAW � SEPARATION TO GLASS SCHEDULE q j�y jp ON ! DUSTING FINISH gg 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) Max. R&ExrE3D0R FAGE I /�APPucAeLE 1 n 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM - ! � wr .ASTM E-1998 SEPARAl10N a3O Ll?1C7H+1• D05nNG GLASS MIN'.SEPARATION I � 3. ALLOWED MOUNTING: MS ON THIS SHEET, TO GLASS (SEE SCH°HEDULE) N 4. ONLY ENTERMATE 21 W 24 HV LOCK ARE ALLOWED 1 THRU 3 1• ® �4 PENET X3" BOLT / MUST PENETRATE 3 1" ') WITH 21 ARRANGED A S METRICAL LAYOUT. USE OF (2).3 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4` 13 4'x 6 1/4x 0.035'THICK Min.; EXIMI;FINISH INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF �1., 73' - CO .GALV.STEEL TRACK CRANN0., AS APPLICABLE , ,t CENTERMATE. 0 1 '25°• oso' a ASTY AZED STEN 40 MS �N OALVAMZm FASTENED IDX C STUDS I W/(2)/�,/2'TETc scRlws a1 QfIFRIOR&EXTERIOR FACE 0 6'O.C. 0 B'O.C. /4.0-20 THREADS -� ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® 1/4"0 ELCO CONSTRUCTION 1/2' 12 8 CENTERMATE 21 APPLICATION WITH BLADE 1D PRODUCTS FAB-LOK HD i 1 1/2•x 0.035'THICK ® B bO.C. Mln.ASTM A-653(WADE 40 .,;p.;;iLkCOMPONENTS Mm. SSU GALT 16.STEELO.C. '•• ' • "• ;I M.S WALL HEADER/SILL INSTALLATION METAL 60DS AT 16'On. :; �'„;,:.' L7LISTING FINISH AS APPLICABLE SCALE: 3/8”- 1' (TYP.TOP&BOTTOM) ONT•-—.-__.- —— — _ _ _ TRACK TCHA 16n. ZL70SONG GLASS _ _ — — ———_—— - STM GALV.S RAD TRACK CHANNEL ASTM A-653 GRADE 40 Alin.C-60 ..r ,.:...- ...is _.,.• .^..".., :;: .",;•..;- :'., :r ,': ,. ON ..,.:.:••:.....�.�:.z.�...... GALVANIZED FASTENED TO SLUGS lti".-! I•.,•':• �I 1 . ' t ;, I. Y ..••:A.: t ,.' - W/(2)�6xi/2'lEK 6CREW6 SYMMETRYCAI, .1 I- `S MMETRYC L :NTN.SFPARAi10N::vawes:; 430 436 430r':` /I 1 I= ;•f 1 ;" To ctAss :z. INTERIOR dt EXrERI°R FACE 1 CENTERMATES W/::, I: CENTERMATES W/"• . .;I '; �`�:..'•.: :; ,; •., , (SEE SCHEDULE).' :..: •���°��.. .EXTERIOR ACCESS SIDE;�� :'INTERIOR ACCESS SIDE�''��, 11: �--- --- -----._._._-_ —IN - ------ (s'Min.) --_}-- muY — � -21 � 21 --_— 21 — ' — —+ - 21 - _ - 1 — -- -- LocarOEo AT 12 --- - : HV WEADER/SILL ENDS VIEW Y ILSIDE_GONNECTIONTO TRACK _ 3_-1/4'"(TYD.)�-- -----, (Cont) 6 1/2'(TYp.) T 7' 6 1/2 MAX.SLACK - 1�SlA BLADE SLACK DETAIL HVF Byp FLORIDA BUILDING ME Non High Velocity Hurricane Zone 1tN IMIIIII�fAAA ------ --V-2015-EASTERN-METAL:-SUPPLY,-INC.---- - 4 !l� ,���.��� A T �l✓ --- A S S A Accordion; hutte System ■ ■ ■ ■ H.V.RAX#1 W/OR W/O H.V.WNW RADE American Shutter Systems Ev. VESCRIPRON DATE DRAWN BY: M.L. TILLIT TESTING Ik ENGINEERING COMPANY emm a.30th.a..Sup.305,VIRGINIA GARDENS.FLORIDA 331 Association. Inc. 1 OLD 11-192 I13/LS DATE: 4/13/15 Phone:(305)871-1530.Fox:(305)071-1531 4268 Westroads Drive 2 DRAWING No ���p. iLt p t4i��� o-mol:6lteao0aalsam West Palm Beach, FL 33407 3 ®_0006719 15-085 `G\�S�` WALTER A.TILLIT d�.P.E 4 AYA S��•••••••`v �� FLORIDA U.11 44167 5 SHEET P.E. $fAJT/ TORe;DATE 6 2 OF 20