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HomeMy WebLinkAboutProduct Approval RECEIVE'D JUIN 22 70;6 I L � t = .^: a DewlTrt9I[ BCIS Home € Log In t User Registration Hot Topic l Submit Surcharge Stats&Facts Publications 7 FBC Staff i BCIS Site Map ( Links Search ` Busines Professial Product Approval USER:Public User Reguat!on I Product Approval 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 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M 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 12/31/2017 Validated By John W.Knezevich,PE I Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 I fiV ACCORDION CI NONHVH7_.odf 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 Sections from the Code 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 Summary of Products 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 RS 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 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 PER DRWG 15-086 odf 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 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 press a rating of+72,-72 and 84"for+64,-64 psf. See et 5 fdN 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. DRbVG.15-085.13df 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 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf 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, it 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 A S S A INC DRWG.15-084.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. 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.odf 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 Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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. Product�Approval Accepts: WE I [[[��� 99 im secUritl'kwrn1CS' Vo 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 SHALL NOT BE IN97ALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE p �• CONTENTS H,�T 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 CONI EIV I S BEINSrAI,ED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: BY BLADES C1)& BY MULTIPLYING THEM BY 0.6 IN OROERTO COMPARE THESE W/MAX. (ALS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS kM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE 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.#1004.01-05•#1214.01-05.00317.02-06,/0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E=1886 AREA- : HV BLAS n AND W WINDOW 13LADE 9 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0#0505.01-08 AS PER ASM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND FIV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALLBE#14x2.75'AND 014x1.75•RESPECTIVELY, 410-HIT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kvi YIELD STRENGTH AND 180 kA TENSILE STRENGTH. PINS SWILL BE COATED WITH BERTHA HV DACROSMIELD COATING SYSTEMA AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 lei AND 35.7 6i FOR MAXEND CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. ANCHOR SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN 50018 WITH 50 Hai MIN.YIELD STRENGTH AND 90 Lal MN.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 3D4 OR 316 SERIES STAINLESS STEEL WITH 35 k i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADED: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE ,D&@ 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 US.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE ONLY 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW 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 W AND HD CENTERMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS. AREA 4. W WINDOW BLADE(IONLY 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(ABET.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. 'm(D)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. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(F-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 DEFEATED ENGINEER TO THE P.E.D.ENGINEER SHWA SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (I,) ORIGINAL P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. TTT1T FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ""I"' , A,r/7�ij ©2015 EASTERN METAL SUPPLY, INC. ........... BERTHA HVTM *: o• TL E C O �Nc. A.S.S.A. KV.MME#1 Accordion OR WOR. WINDOWSy�m ' TICCIT TESTING & ENGINEERING COMPANY American Shutter $YSt6mS _ DESCRIPTION DATE DRAWN 8'Y: M.L 7f� Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15' OF 6355 N.W.3&h.SL.S,a 305.WRGINN GARDENS.FLORIDA 331 f-�� z PhoDe:(305)871-1530.F. :(305)871-1531 4268 Westroads Drive 2 DRAWING No 6-mon:n1te..0-1- West Palm Beach. FL 33407 s S ` ` Ep-0006719 ANAL ENG�.��`�� WALTER A TILUr Jr.RE < 15=085 APIA 1 AHA FLORIDA Uc.#44167 5 SHEET P.E. SEAL/��}S/�TURE/DATE 6 1 OF 20 p,FaR 7nNoaN ® G VARIES 1.918' 1.491' '2 o Max .200, 02.5 0 �r. 0.454• � o .09 � m (u4 o a 4.377' 4.385" ti 16�\r. 375 b a 5 HV 90'/180' STARTER 1 HV SOLID BLADE O O OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVER 8179 QUALIFIED FOR USE W/ HV BLADE iO 4 HV DIRECT MOUNT 1� HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER 6063-TES ALLOY AND TEMPER BLADE1 •37 -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A�TEMPER 6063-T6 ALLOY AND TEMPER 3.228' 7.500' N4.435:" Oas' y2.670•3.556' �) ' 6 1.000•.670' 2.226' n 642 4.897' .092'7 HV ADJ. ADAPTER W/LIP 12' 1.375• 0.072• ----- 0.07 .920 ®HV WALK-OVgR TRACK 6 HV ADJ. FLOOR TRACK BLADE 1 O9 HV TRENCH TRACK ' QUALIFIED FOR USE W/ HV 6063-TES ALLOY AND TEMPER BLADE(1� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AFD TEMPER SLADEQONLY. 1� HV RAINGUARD BLADE(1) 6063-T6 ALLOY ANY TEMPER LIFlED FOR US 6063-T6 ALLOY AND TEMPER VARIES "' 1936,. 1 •'! 1' 1.915' c VARIES 1936• 6063-T6 ALLOY D TEMPER Max. c 1.917' o .08 Y o D83' 083' .083' m .093' ro m 100• o n -125• m .060' n o e .093• 093'•o �. .060' 670 m n .060' .060'o 11\4 a qt M1' 1 670 1.686' 9 670 3.520- 0 5 0" 870 p�11 HV CEILING HEADER 1® HV HEAD/ERISILL 13 HD CEILING HEADERAILL IFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIEDORTE ALLOY AND BEAMDPE(1 ONLY R USE W 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID R- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-TES ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER T7 COMPONENT A B T1 T2 E2" t %MN Y AQL t 0.125' 1' 1' 0.062' Q 2- 5-MAX. 1/8' 1/8' 0.090' 18 2' 5'MAX. 0.192• 0.192' 1 SIDE ANGLES ©0 CORNER POSTS Q Iy �. E ANGLES 19 z.s• 7•MAX• 0.190' 0-190" FO U BLADE 1D BLADE 1 6063-T6 ALLOY AND TEMPER ONLY. ® 2' 5'MAX. 0.139• 0.131' 6063-TES ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER � FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone \H111, ©2015 EASTERN METAL SUPPLY, INC. T I Q.j BERTHA HVTM P.•' ENA A _ Accordion Shutter System L E C-6 --c. H.V.BLADE#, W/QR W/0 tiV.WINDOW RADE *E American Shutter Systems • = TIWT TESTING & ENGINEERING COMPANY OTscw-19 DATE DAM- 4 3/ �; Association, inc. , OLD 11-1s2 4/u/ls DAM- a/13/1s STATE OF iy 8]Y{N.N.36tR 5)t.71 305.Y RG-:(30 S.)8 1-153 337 Phone:(305)871-1530.Fax:(305)61-1531 4268 Westro0ds Drive 2 DRAWING No fLORt .•'" �`� e-mail:hlteeoccal.cam West Palm Beach, FL 33407 3 •... �� m-0006719 15-085 ,-SS/0NAl-�\\```` WALTER ORnU u 8 4416E 4 s SHEET P.E. S�tYkL+i'76a;h4x*E/DATE 6 2 OF 20 4.660" .929' 4.576' 745" 2.29- 1/4•-Boal/- 1/4•-20 E sTTG 2.293' .745- 0.334' RR HEAD T1IRFMED HCqjSWED+0 I91N1EL 1 4•_p S.SM.S D/J(ED PAINTED DIEHO SCAST M (z rrn.) ro fiBexm PNrrt�m a e � .062. $ v 0 O n H 1.325' G U• .318 BRASS CYUNDFR IJRA CYURXR 0.4$q. _ v . R KEYS(CHIME (OMW PLATED) 21 HV CENTERMATE ,y'� 's. ,6 .3z5 - ® HV LOCK ® HV EGRESS LOCK OU FOR USE W/ HV BL AD I�ONLY AQFl BY FLOATING T o`�� 3.023' e75, QUALIFIED FOR USE W/ V QUALIFIED OR USE W/ HV 60 - EMPER QU ED FOR USE W/ FIV BLADE 1 & 1 ONLY BLADE(D& 00 BLADE Q)& ®ONLY. 6063-T6 ALLOY AND TEMPER 'L 250"O.D.Q ALIFIED FOR USE W/ HV BLADEQ)ONLY .18 516" 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD f'T 1.756• 922- 4.045' 2" MOLDEDEEWW m m 2.079" 1.753' 1 m 5' .360"AFTER RIVETING '. 1 - ,�S,' 06 '•'m Os 'n n 1/4"1 0 X 3 4" BEFORE RIVETING ci S.S. THUMBSCREW "0-20 RIVNUTe *sER00" SHEET ES 9"4N TSER A1.UMIMIM(2024-73 A UFA LIREDLARG3Y AVD THIN SHEET TM(TOf..PA 10820.AS MPNUF/Cf0705 BY AEQU PLAN `1 FRONT ELEVATION " " LOCK C AT 4566' EL CHERRY TE%TOfd4,PAR9PPENY,NEW JFRSfl 07054 OR EQUAL © HV "T" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ D BLADE 1)ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY W/HV BLADE 0 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER" 6063-T6 ALLOY AND TEMPER 1.917 1.917 3.161 C D - m 43 THUMBRIRN Obi- 03 CYLINDER OR .214' N .063 .062' a KEY CYLINDER .214" - .545' .n o r 'a 0.6756 Min. n .40 �• $ O m c 1 .125'Max. 3O CENTERMATE O LO ® HD CENTERMATE W/� O a o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(j)&& 1A ® HD CENTERMATE'S INSERT .804" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER m VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 0& 1/4'0-20 SS.OR 3/8.4-16 130- 6063-T6 ALLOY nANO TEMPER THUMBiURN ACrTAL THtW65fFEW5. t1/2- LLL4 ORfljNDER KEY (SEE DETAIS) t15 J l- 1.37 Min. CYLINDER � * 1.78-Max. ® LOCKING ROD 1/4•m ® OC Q FOR USE W DEQ " 375'm 6063-T6 ANO TEMPER 6 HV 3 8 0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,CC�� ® / CUALIFIED FOR USE W/ HV BLADE 1 & A x15 INSTALLATION WILL REQUIRE A 7/16" HOLE ERIES S.S.SSTHUMBSCREWS O O D 11LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F tZA Np Y, BLADE 1Q QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity hurricane Zone `���� • •� 7,7 ®2015 FASi6dJ METAL SUPPLY,INC. BERTHA HVTM I L ECO ,N c. A.S.S.A■ KV Accordion#1 W/OR W hn>t� sy�m American ShUtler Systems REV.N DESCOP1roN DATE DRAWN 8Y. M.L. • `�< •�+� TILLITS TESIING & ENGINEERING COMPANY k, ASSOCIatIOn. Inc. 1 OLD 11-192 4/13/15 DATE4/1.3 Ph- 5 off. F1__,gyp 6355 N.W.36th.5L.St..30a.VRMIA GADENS.MORIDA 3316 4268 Westroods Drive z Ph :(305)871-1530.Fm:(305)871-1531 DRAWING No '�iPi FF'••.....••'��`�.� -.31:6'Ltcco"od.mm West Palm Beach, FL 33407 3 5 15-085` ®-0006719 4 'gpnnuutulla" WALTER A TILLIT Jr.67 FLORIDA L'c.d 4418 3 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 0 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/8'0 12'MIN. LE CE 625' 41 4 I TO BLADE P 1 ta75• OR Q HV BLADE 1 /1 ! I HV W NDOW BLADE 0625' i i EXTMOy y 0625 0625' ® HV BLADE 1A ® I! a BLADE'S '0 OPENW AB75' Y HV LONG RECESSED NYLON BUSHING J@ �- z I n KNUmCPK'E 0825 0.0625• 3G� N ® oo HV SHORT RECESSED NYLON BUSHINGF- DOR ® HV NYLON HAT WASHER w 0 ! i FLAT PORTION ft1.7 13so,HV WHEEL CARRIAGE AISI 302-303 SERIES I a4 � ///e2.7so' X 0.870'x3/16' THICK NYLON WHEEL 3 I `� 2 7/8'MIN. FN WINDOW 316'0 CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS ! B��N 03. 3.7500' E .0525' ,0625• ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * EXTERIOR _ o Oa NENI GS ON C LADES/TES: p1 y-r ® HV 2 3/4' ACCORDION PIN W/ 8 HEAD * 41 a7,�" 2 7500• �4 DOEROH FlNARGN CLEAR ® POLYCARBONATE IMPACT RESISTANT FIV WINDOW ! ! BETWEEN TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL 3 0OR ® 4 or ®3 1 N.T.S. (SEE NOTE FOR I I *POIYrARBONATE IMPACT RESISTANT HV WINDOW REQUIREMENTS) I (DOR ® ! i BAYER MAKROLON 3103 POLYCARBONATE > I 12'MIN.C CE RESINS, UV-STABILIZED GRADE OR SABIC HY PIN PEOUIREM NTS AT EXTERIOR BLADE KNUCKLE FOR ' TO BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN X I ! I ! (SEE NOTE "F" ON SHEET 19). Im in w Ohl 01 OR s I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIORNW ® 0 � RESAT BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR N !' 1:9 ! POLYCARBONATE SOURCES FOR 44 HV 1@ BLADE. S ! EXTERIOR TrPrt .Ps HV PIN�2 OR AT RFTDm]ItF (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExrIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 00.324' BLADE'S KNUCKLE. SPEOFIC GRAVITY Astu Brox G.nu m/m' nou ro/af BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE REQUIREFort 3 REQUIREMENTS) ° .O " TFRSLE Tu3D srtaTllcn+ Am oa>a 9,400 pa3. ssoo P.a t. TYP. Fl RAL SIRE40H AT Y D A51U DM 12.500 pat 17,+00 per. (3) HV PIN © OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5 ' !li FUDaJRAL NONMU5 ASTM D790 30.000 P'J. 345,000 P•at AFACO SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. B> 9 ! i ! I =;=0 ASIM D2SG 18 17 Fr-ib/ SHEET ©0 I WHHEEL CARRIAGE DETAIL SSMOKEDD1sm STM AD230 47.2 x 815 y Ma N Vr 12A5S .Ass N. ASSEMBLY LAYOUT RATE of a aamvc ASC-1 C-1 N.T.S. SELF fGNRgtI ASIY-01D7D 1010 T D00'F )y�7EEffi1g AS1Y G155 TENSILE, AFTETt WGQHERy1G ASIY 618 93(12 P J. D810 P.I. HV BLADE SOLID & (A HV WINDOW BLADE DETAILS ""� "F1' �' D"'° am°"` N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM I L E C OA■&S■A. Accordion Shutter System H.V.BLADE#1 W/OR W/0 H.V.WINDON anDE American Shutter Systems �„� TILUT TESTING & ENGINEERING COMPANY _DESCRIPTION GATE DRAWN B4 ML 0. J_7 * Association. Inc. 7 OLD 11-192 4/13/15 DATE: 4/A20 ATE OF - 6355 N W.3618 SL,Ste.305.VIRGINIA CAtO)M FLORIDA 3316 �•' Phone (305)871-1530.Fax:(305)871-1531 4268 Westrocds Drive 2 DRAWING F'.. DRIDp . 't(���� a-11ws:sRe.GOaolwm West Palm Beach, FL 33407 3 15— s/ANAL ENG��. � WALTER 0.EB-�TWT'Jr.P.E. 4 P.E.79�8)((M d%RE/DATE FLoww u I+41s7 a SHE 4 O CENTERMATES- TES ON HY C S AND . 9 5 D e c u N s T u 1 MANDATDLTY CONDITION y1: E HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 F SHUTTER SPAN FOR SPANS UP TO 105•AND FOR INST TIONS T ANY ELEVATION. FIV LOCK or Y BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR 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 SHUTTER ELEVATION. 2. � IF RED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16 w LOCKS OR MAY 8 USED AS AN INSIDE GR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES R®SHALL O AS INDICA ON NOTE(1)ABOVE �°�fCr7RJ' L �jON OF LOCKS S EAS INDICATED ON TYPICAL SHUTTER ELEVATION. ONLY WHEN MANPNM CONDITION#11 OR CDNDITION H - v— 3' II 47. IS USED W/1Y(D H.V_ LOCK51: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 aR 55 g6 off O a+®� "® BE USED IF DESIRED TO ENHANCE SHUTTER PETTED MANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN tIB AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, R ATTACHED TO 0? CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS F� AT TOP do BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. yli HDo- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 8 g �'$ �9 5 ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN.AND Oj tg 2 INST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT / 4� £ _ OF 1/4'0-20x3/4'S.S.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. Pi 9 'nD 69 RNNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO =KB LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.M."IOATORY CONDITION {, FOR KEYSTONE MOUNTING INSTALAIMNS, ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98,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'LANG FLAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ®W/ CONNECTION OR®TOP AND BOTTOM LS COMPLETELY MANDATORY. DETAILS ON D F E N 1 J K L Y P 0 A V W X SHEETS 10 k F8 TYP1T' FULL " *NOTES ON HV "T' LOCKS AND CENTERMATES: OF CORNER 1.GF/Y1MD ALTERNATE TO 48MMM CONDITION{1 VAUD ONLY FOR HV r LocK 63.AND CENTERMATES 90 AND CENTERMATE V ONE ALTERNATE HV'T'LOCK 0 MAY BEI ALLED IN UEU OF HV LOCKS®OR®FOR ANY SPAN AND ©°R®°"©•Oars®"10•©6H I STAWTTON AT ANY ELEVATION.ALTERNATE LOCK BE USED AS AN INSIDE OR CUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 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 ©�©'O•®� WINGNUT OR W/ 1/4'0-20x1'SS.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 7 7 MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. s •OGR��Q�rs 1 s•�s ars t©-® *NOTES QN HD LOCKS & CEN TERMATES: 1.IID LACK Cad W/HO CMEnfATES} OR 31 W/(M: ONE ALTERNATE HD LOCK 3) MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATIO wLoacs oR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®70®IS W/3/8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC•sHEEr 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 1Y MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL- FLORIDA PTIONAL.R RDA BUILD1 COD ( on High Velocity Hurricane one `` ANE �\. �•J Cr/i,,�' ®2015 EASTERN METAL SUPPLY,INC. .......... BERTHA HVTM L E C O N . Accordion Shutter System TLV.RADE#1 W/CR W/O FIV.WIRM BADE n'- ���7y/!.l`.•*= American Shutter Sysfems DESCNIP 10N DATE DRAWN BY-. ML TILLIT TESTING g ENGINEERING COMPANY a STATE OF 6355 N.W.36N.St,St.3D5•YNG6UA GAImENS,FLORIDA 331 A330CIatlOn, Inc. , OLD 11-192 4/13/15 DATE 4/13/15 9_ Phony:(SD5)871-1530.Fax:(305)81'1-1531 4268 Westroads Drive 2 DRAWING No 'L,�•• `� e-m 1:ETtecoO-1— West Palm Beach, FL 33407 3 . d '' •• '' G ®-0006719 15-085 '1bq`,S,CONAL ENA�A�`` WALLORE1a UC. u,s E 6 SHEET P.E. SEACf LSI44XM"RE/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POw OR CONCRETE BLOCK POURED COSEE SCHEDULE ON REQUIRED 1/4.0-20x3/4'S.S. POUR REHEEr 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS 18 we(SEE Mm...Q)om siiau 7) SHEET 13) NUTS 0 12*O.C. (SEE SCHEDULE ON SHEET 13) 1• 1' -_-- �® Min. 1/4'0-20x3/4'S.S. --- Min. E EQ MACHINE SCREWS 19 O O USMC1/4'-20 NUTSe D.t /2. 250 MOx. JOR _--250'Max. I ' ii ii OPTIONAL �PRONAL '� ii i i m�(g1 i MIN.SEPARATION TO GLASS 1 �--1�1..0. .a D 0. 1 OR ®� EXISTING (SEE SCHEDULE ON SHEET 11) IXISIWG i oma® ' 1 i MIN.SEPARATION TO CLASS I 1 GLASS CLASS—i I'-(SEE SCHEDULE ON SHEET 11) POSTING i G "L�S ©HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE MM.SEPARATION TO GLASS IXISTIN� Ic4 s•3`MViu! 1 OR i 1 1 DUSTING—' (SEE SCHEDULE ON SHUT 11) 1 I TO CLASS(SEE 1 1 ® ` MIN.SEPARATION TO GLASS GLASS SafIxtE x CLO®.r+o Iis FORL,1��, LLL�yyy i (SEE SCHEDULE ON SHEET 11) an�me® IXISTING i I -OPTIONAL11 1/4'Max- E OPTIONAL i 13OR15E.D.+ i i i i i� E EQ13OR12 OR® _ _ 1/ILLIPS x USS 5.5.Q E PHIWPS TRUSS HEAD CONCRETE ANCHORS 1/4 0-2023/4'SS.PNIWPS MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWSONCRETE ANCHORS u 7' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4� 2p NUTS O 12.O.C. SEESCHEDULE ON SHEEr 13) Min. POURED CONCRETSHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WALL REQUIRED HV W&L SILL INSTAL!sTION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEEP 14) OR CONCRETE BLOCK WALL REWIRED O HV WALL SILL INSTALLATION NOW FOR COMBINATION OF SECTIONS INSTALLATION`' DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER s E D.=EDGE DISTANCE ♦ SEE UMrtATIONS OF USE FOR O H Y BLADE ASSEMBLY (SEE SPECffI[ATIONS ON SHEET 13) BLADE ON SHEEP 19 2-MOUNTING SECTIONS CAN BE COMBINED M ANYWAY TO SUR ANY INSTALLATION. 1111LIIL71 fLOWDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `\`�N��P •��C�/Ax�� ®2015 FISTERN METAL SUPPLY,INC. P� ��'- BERTHA HVTM \\GENS �'. FTiA S S A Accordion Shutter System L E C O 1 N c. H.V.RADE#1 W/OR W/O FEV.WNIXIN BADE Amedcan Shutter Systems DE3CRIWIDN DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY S AT OF Q AssocTatton, Inc. 1 OLD 11-192 4 17/15 DATE: 4/13/15 9�•, &133 N.W.S6N.St.Ste.3M.Wi GNMEN9,TLOROA 331 4268 Westroads Drive z Plwna:(305)871-1530.Fax (305)871-1571 DRAWING No SFS .......... , ^:�;.-G�N`�� a-tne®ul�soacol—m West Palm Beach, FL 33407 3 719 4 15-085 ''4is10NA iL v-" WALTER A.TILUr Jr.P.E. 3 SHEET P.E. SEALJS���NATURE/DATE FLORIDA 11 44167 s 6 OF 20 POURED CONCRETE ANCHORS baa ,ypF CONCRETE- (SEE SCHEDULE ON SHEET 13) lO SERA(5EE 1 OR �a i NW.gpuuiwN REWIRtI) s. ON a., EXISTING i ro pwss T fDc;E OF at fOR a"0*0 � GLASS—j i{SFE SgiEnt[E w4 IF W SHEET M NF fai.!i6WiMpN S,VEE7 it) D• APPUCABLE EXISTING 7ar0ES(D✓&®I t roavas t GLASS I P-ami tIj ` i 9 I i ALTIIENA Ii ii I 11 iEXISTINGISEXISTINGG ANCHOR i f 1 x IAG1Ti0N t f f i f t i i CLAS t N T T 3 OR 1$ I /l Ox3/4'HEX WASHER HEAD i I _--i s Mm. TET(SCREWS 0 12'O.C. SLAB IF CONCRETE ANCHORS $ E OF (SEE SCHEDULE ON SHEET 13) APPLICABLE EXISTING I I t ... _ f •-- EDGE IF GLASS 1 1 EDGE OF--I N 7 t SLAB IF i tut. ASLABO.IFE f i/1 +-t EDGE OF APPLICABLE SLAB IF j.��pl APPLICABLE POURED D POURED FLAT HEAD CONCRETE ANCHORS 11 FCR 9ADE 4)" p� POURED REQUIRCONCREED CONCRETE UIRm (SEE SCHEDULE ON SHEET 14) at,LEFT f9 T OR @ REQUIRED ED D. D• ftAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) I1 TRENCH INSTALLATION d EV—WALK—OVER INSTALLATION VALD ONLY FOR UP TO+70, -75 PSF A.S.D. F'IV FLOOR 1N5TALLATIOt� DESIGN PRESSURE RATING h FOR SPANS PER C ILI G 1kl'ZTA1 I ATIA SCHEDULE#3, SHEET 11 EwsRRG fes, ION w srACArw � CONCRETE ANCHORS %J TO CLASS tD�' (SEE SCHEDULE SCHEDULE ON ��--- � EXTSnNG i � Y EXfSTiNG ' 7 I EXISTING SHEET 15) t/4'B A!UIDEXTn �'•*f�T if) I O GLASS GLASS�1e'N•SFDNWIIx1 ro awss GLA55--I 7mc7C[nd'at 1/4a ( 7RV ( } '-I(�"JiSmIIC al Sf1EET I1) ------� FASIETF]S TNi'Qt+AN040R i W/ WV. T +t0 1 S 4 MLN.UI9muIIif Y 6' O i i i i I "';CsLt:��afa.e a f t) f 0.G FOR UP 70 V-O'SPAN AND 4'O.C.FOR SPINS LARGER THAN I a 1 7 t IT 1!4' T6'-0'MAX APPLY MAX. sFAwir Ar fl2R 17L4TENER HEAD I W I. (TYP.)(SEE NOTE tt ON SHEET 17 _ f ._......� Tri D.'L t if'tOx3l4'HEX s v f a f T WASHER HEAD E' Iii UWn IGHS 38" MAX. j t' .. I uea t TEK SCREWS .`'F�µT i 14x SCREWS Hsi NFA.D 1 8' !7 12`O.C. 1 B TIX SCREWS®9"O.C. CONCRETE ANCHORS _ ___ /� t If OR t j4'm-20 S.S.M.S. SS ws (SEE SCHEDULE ON n i _ 6 +V 3/ a1 91 0.aS.DS. 7/4' t 9NC t t 0%20 NtRS W/NUT 0 9'O.C. i __ _ Max. :•`:.:. 0 1M O.G 1 SHEET 14) 1 - J' •,-. iz EDGE T 7 y- 1/2- 1• 17 1 S '^'1. 2.00'DMIN.'`.�.�� WALL TRU(DECORATIVEEXIFM NON STRUCTURAL IF 1 7 8` 1 7je APPLICABLE 74x3/4'F.M.S.D.S. �M!M- .E CONCRETE ANCHORS SEE NOTE 13(b) ®9'O.C. POURED CONCRETE a: y, D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 NOTE 13(b) D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REOULRED OR CONCRETE BLOCK of noNAL POURED REQUIRED KEYSTONE MOUNTIt t INSTALLATION nT10N coNCRETE �K V WALL FL00$ tTaLU►jION © HV WALL WALK—OVER INSTALLATION M"Um ASD'DESIGN PRESSUFE:+e+•-T2 wt MAXIMUM SHUTTER SPAN 6'-o" UA D INS �; THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: *E.D.=EDGE DISTANCE REMOVABLE WHEN PERFORMED I-SEELSH�4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OE T TO AN OPERABLE EXIT � ���ANCEON�9HEET 19 FOR 2_MOUNTING SECTIONS CAN BE COMBINED lJ ,,,,,,_, INSTALLATION DETAILS W f j HV BLADE IN ANY WAY TO SUrr ANY INSTALLATION. -� FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ENse' `19 C 7 BERTHA HVTM EG _two. Accordion Shutter Sy stem IL ■�� � ■ I _ MAX 01 W/OR W/D H.V.WNDO!HADE TitttT TESTING & ENGINEERING COMPANY American Shutter Systems LEV.IN, DESCRIPTION DATE Iy ffY: MIL -O•• `STATE OF :j�`` SM N.W.36th.S4 Sts.MS,MGM GYtDENS,FLORIDA 331& Association, Inc. I OLD 11-192 4/13/15 OATS: 4/13/15 � R Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 �,�(�c'• �G\```�� e- .77:HUtecoo670.1— West Palm Beach, FL 33407 3 DRAWING No ''a�S10NAlti WALTER A TLUT J*.P.E. 4 15-085 P.E. s stGN Ir 71 %%U FLORIDA UP.9 44167 5 SHEET tjA'r �E/DATE 6 7 OF 20 SEE END WALL CTION Q ON ETS 10 A 10 SEE NOTES ON LOCKING RODS(5.W LOCKS D ar o U T 9G' I N I N STA LLAT I O N S W/ 1 H AND ALTERNATE W LOCK®ON SHEET 5. �D(ISTING G BLADE W HV CENTERMATES ** ENTE SLACK DETAIL ION IS VAUD FOR CENTERMATES APPLICATION WHIR BLADE 1 OR SEE END WALL CONNECTION 10+®m©•®aR 1©.©oR EYJsnl4G GLASS 2'x2"xt/8'x0'-2" I ®•Q.°'O•©aR�.Q� 3 1/4' 7" 6 1/2" T (60637T6 ALL"ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2" ©+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/BOTTOM)h i (10x3/4"S.A.S.a 12' MIN. GLASS(4)Q10x1/2' NBE I O.C.FULL LENGHT. HV LOCK lL�o or W/ HV LO— CK ��or io cuss AT EACH ANGLE(TYP) 3 * 3 os1 SCHEDULE 5 ® � * 35* IN ® 5 O eo' °^ 1 2" 1/2. + - (2:\) 1�3) OUT ® a ©�®°�©•�©•©�© HVA O HVB ©�®�©•O�®�to+®°� SVC PORED CONCRETE OR ©+O s©°R©+ 7O+Q 1 10+®a'©+©°f+©•©an— rIXJG �'N�U ED BLOCK WALL IXISnNG 5«®°"Q'®°"®•®" SYMMETRICAL * IN s 7 "' 6 + 7 ` "' MIN. SEPARATION cuss Q"19,QJl�ce"i 1 CENTERMATES* 6 Q Q ® Q Q Q (SEE sa+muLE ��� + 8 oA I + 8 a+ 8 • 7 eR TO GLASS -J HVA (INTERIOR) ®+Q�O'©°RQ'Q ON SHEET 11) MIN.SEPARATION ® � �©+® TO GLA55 (SEE SCHEDULE IN OPTIONAL ON SHEET 11) (INTERIOR) ----- -- ----- (SEE U'r Ak CONCRETE 111 ANCHORS .1— - - - ' , 1 16'O.C. ---------- 7 _- 1----- 3 VARIES 3w Ne 90' ® C-7 w ® 0 U T 6 ,/r MAX.SLACK WE (°`�I(R) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone \\1\Illllllilllll/ ©2015 E/STERN METAL SUPPLY.INC. 714Q _ BERTHA HVTM Q '' CEN _ A S S A Accordion Shutter System sFTIL E C O 1 N t. . . . . FLV.HApE#1 W/OR WHO H.V.WNDM BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems E,/.W DESCRVRON DATE DRAWN BY: N.L ew x.w.35th.St.Ste.305,wRGM GM✓DLHS.ILORMA 3315 Association, Inc. 1 OLD 11-192 4/13/15 DATE. 4/13/15 o'. STATE OF = 4268 Westroods Drive 2 Mme:(305)871-1530.Fax:(30.5)871-1531 DRAWING No `• FCORIOP,:����` e-mail:h-0lteecoQuol m West Palm Beach, FL 33407 3 006719 15-085 WALiTER A.Lrag J.P.. s SHEET P.E. SQL/,al (IAiPJRE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W V "T" LOCK 0 V MALE FEMALE "T" LOCKS CENTER ATS 8 9 do LOCKERS Wt 1 HV BLADE SEE END CONNEcoas mmu oN sums +o a 1e INSTALLATION n HV BLADE OUT IN 'rl' m" GULs SADE(DSucx DETAIL HYF.INDrAM ON SUET e, W1 HD CENTERMATES Sa AS WELL ASUNNEISAL FLOATING BIADEQDETAIL HDO-10D. u�..©•O7 a 8IJ I�•®@ UmIGTEI ON THIS SHEET.MAY HE u IMTH TNtS ALTERTU SEE END WALL CONNECTION INSTALLATION DETAIL ING SHOWN IN TlVS SHEET. DETAILS ON SHEETS 10 A IS 35, s/r (aPnouu) 4 ( - L "T" ----_ -_-- --------_-----_ (�)f1a1/z•�su Ar iueD i f1o,3/4•su.s.•1z• 3 YN I Fla,ANCLE.(TP) O.C.FULL LENGK. s I N (4)KV. 5 3 30 LOCK T(INSIDE -_--------------- -_--_--------------_--- ) 1 PINS(TYP.) s 7 3/4- 1 — — —-—-—-— — — — — — ----- 5 1 L: 2 2s 1 1 1 1/1• Ve' OUT 31 oR 3 K 33 31 DR©2 31 GN 35 31 oR®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 (35* (DrnoMuJ *SEE NOTE 6 FOR HV Lao @). OUT HDC—HVC r LOQ(.ON SHEET S. * w/ 7/8"0 x 3/32" WINGNUT. (oPnoNA1)HDB—HVI3 SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ ( LOCK (INTERIOR) t SERIES 9444 AL MINLU EvG* W/�r LOCK (EXTERIOR) 2021-13 ALLOY)LARGE FLANGE THIN SHEET MUTSM,PART 1082. 1a u®�©`�©'®°R AS MANUFACTURED 8Y AYOEL 00WTE;YTGv I,PARSIPPEHY.NEW JERSEY ©'7O!©s©aO7 •®v 07054 OR EOWL B ®-0` 3 iQ �`SFE MONS m+IIfODNG ItpO Q m xI®I»�aN SILT s t v ` ##uWU6Al GE ILMRUDE©OFFAL NOG-,NG IS van FOR Au�nFmuaEs arnrwTll>Hs u1R1 eIJOE O HHD—HVD#s FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone (9 2015 EASTERN METAL SUPPLY, INC. ''�? �M�. . . . . BERTHA HVTM FTIL EC O A.S.S.A. Accordion Shutter System - - FLV.eLaDE#1 W/OR W/0 H.V.wtNuvW BLADE ��1/"* Amertccn Shutter Systems IEV.F. DESCRIPnON DATEDRAWN 0Y: N.L TILUT TESTING & ENGINEERING COMPANY TATE OF :Q a Assoctatton, Inc. 1 o(n 11-192 4/13/15 DAM 4 13/15 'tV 6356 N.W.36U.51,Stn 305.VWQNA GARDENS.FLOM A 3318 4268 Westroads Drive 2 'C Phone (30.5)871-1530.FI.:(305)871-1531 DRAWING No !� OnTU'•'�,1 _I;clEe<amo"I.�n West Palm Beach, FL 33407 3 67 9 /ONAI.E� `O�� WALTER AO71WT Jr.P.E 4 15-085 ''rrrq AAAA nDRM U..1"167 5 SHEET P.E. SEALr"INA"TURE/DATE 6 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED /—IXISTING GLASS EXISTING GLASS EXISTING GLASS CONC ANCHOR EXISTING CLASS 2'MIN ® 16' �— —-S FON.SEPARATION 2'MIN. r TO GLASS(SEE MIN ON SHEET SEPARATION GLASS(SEE 1 I yN,g7ippgnGN EO EQ TO-GLASS((SEE 1 SCHEDULE ® SCHEDULE ON SHEET I SCHEDULE n .1( T MIN SUAIWON SCHEDILE ON 9+FT 1/16'x3'MAX. ON 94ET 19 FOR 11 FIX2 BAL1E OA781 11 FOaASS R BADE DAND I FOR BADE®nro (6063-T6)CONT. BADEs O&® / \ 01&9 1/2 (LOCATE AT ON 9£ET 19 FOR ALUM. CLOSER 'fes EITHER SIDE) BADESO&� PLATE((LOCATE 1/2 OF SO) AT ERHERFSO; MIN i {.USE 1'OR 2'MAX. 1/2'MIN. ® #10x1/2'S.M.S. _—_-- AL INUM ALIP ANGLE --_-- #10x1/2'S.M.S. — ® 16.O.C. W4 \) I ALUMINUM CLIP ANGLE a 16'O.C. / (6063-T6 ALLOY)AT MIDHEIGFR 4 (1) #10x1/2•S.M.S.TO®& r(f1OR (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FO ®� WALL AT 1'O.C.(LOCATE AT SIDE CONNECTION I OR EITHER SIDE OF®)OR (E` SEE DETAIL X FOR & TO TRACKS SEE DETAIL X F° 4 SIDE CONNECTION �ya B O•®a 90E CONNECTION ®a©•�a�"l'Y`®a TO TRACKS M361-0-0-0- 7 a 8 0.®a 10a®a®•l'Y'©•®a TO TRACKS 1�Da®a®•®a©•©a ®a©•0-®•©°' ©'O7 •©a©•�'®a 6.O'©a©•O.®"' ©•Q•©ate©'�O7•0- '©a©•7O'®a ®'®`°®'®'-'`!'®a��rr��,,.. ®•®a©'®"'lJ•®a ®'`Ly'°'©"lJ"lJ'®"' ®'®a©•®"'©'©a g a •®°`t7_® O8•36^+36•®a®•®"'� �•®'®.®"�.®ate p.®a®•®ap.®ate CO C 0 a D A END CONNECTION DETAIL END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 �DDSTING GLASS CONCRETE BLOCK WALL GLASS 4 REQUIRED MIN ON #1 1/2'S.M ro BIAS'S(SEE a 16' .C. MIN.SEPARATION Y y------SCHMUI.E ON SHEET TO GASS =_-=- SEE 1 MADE DAND CONC ETE 1/2'MIN. gD�p ON(SHEET ____________ _ _ ___ t) OR&R�OR ON 9fe�T 19 FOR ANCHOR® 11 FOR BADE OAND 4 ______ ------ OR OR OR(D CONCRL�E BADESO&® 12'O.C. rJ :SHEET 19 FOR OR(g ANCHOR ° 01 16' 1/2'MIN. 4 - _ EQ _1[?'MIN. _—_ - t) OR H<�OR]�OR 2'MIN. 2'MIN. ♦SEE BLADE @ONNS OF SHEETUSE 19 FOR @OR©OR(qOR(3DR� VIEW Y PLAN 1 OR ®' ®aa0a® 1D•®a POURED CONCRETE OR ®a©.pa® 10•IID' 1D@®a®.®a®.©a END INSTALLATION DETAIL X CONCRETE BLOCK WALL 10m®a©•6-®•®a 6 7 6 7 REQUIRED �©•07 •©a©•O•®a �'�'®a0.O:®a _ n HV BLADE OR 16 HV WINDOW BLADE INTO ®•®ate•®�•®a ®'®a©' ©a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q @'®a®'®ate'©a" END CONNECTION DETAIL 6 ®a® ®a® ap.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM - �GENs '•.9' A Accordion Shutter System �L E C O �N�. ■ ■ ■ ■ KV. RAX#1 W OR W/O KV.WINDOW BADE s ¢� 114—i#T= American Shutter Systems DESCM"ON DATE DRAWN BY: FLL. TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 STATE OF r e? 6355 N.W.36N.5L.eta.305.VMM r•Vm045.RDRMA 331 9•• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2� -3 DRAWING No ., ORl o-moa:Niteco®aoLcom West Palm Beach, FL 33407 15-085 �� nt/0 NAL \�. EB-0006719� \ ��� WALTER 0.TILLR Jr.P.E. �h ��7FLORIDA Lie.0 44167 5 SHEET P.E. to 'V URE/DATE 6 10 OF 20 SIC ED LE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (IMUM SHUTTER SPAN*•L+" s NOTES: (ft.). FOR INSTALLATIONS W/ OR "L-• (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION AnoN ND CENTERMATES.® &®or or INSTALLATIONS W/ PPEWING SUMIETRICAL C NTERMATES CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®or oror & W/ ONE HV LOCKS MA-0SORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/-NO LOCKING RODS or ONLOCK or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES® E HV& W/ ONE HV W/ N RODS®® OR W/ NO LOCKING WALL A. B, C. D. E. M, N, 0, P. Q. AS.D. DESIGN PRESSURE RATING. ® ® T' ODS MOUNTING F, K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t.tt) (VALID FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES ,11' /x� INSTALLATISHEET 7) FLOOR/CEILING G. H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE✓¢WOOD INSTALLATIONS V CONCRETE&W000 CONCRETE MOUNTING ,RAnuw w.DES & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, A.&O.DDTRS ASO.DFJ%il asa.IXSIGN INSTALLATIONS DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. PREMIRE WALL MOUNTING FLOOR/CEILING PRESWIRE WALL MOUNTINGROM NTiNG RAM g RANG Fl.00R/CpUNG uWGIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING FLOOR�CEIUNG MOUNTING 1o,d1,) OR DETERMINE MAXIMUM SPAN •L-•FROM SCHEDULE. ��•>D (�OR_) (� FLOOR ALL MOUNDNc b MAXIMUM SHUTTER SPAN "L+"OR 'L-'FOR L+ (fQ L-00 L+ N L-GQ L+ (8) L-(R) L+ (1t) L-(IQ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES '-0'16'-0' 1616'-0' 16'70' 30 76'-0' 16'-0' 30 16'-0• 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 705 psf.A.S.D. DESIGN PRESSURE RATING. I MINIMUM DETERMINED SPAN BETWEEN 1+'AND'L-- 35 14'-10' 14'-10' 15'-2' 16'-0• 35 14'-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 1 13'-1' 13'-1• 13'-4• 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-B' 13'-7• 50 12'-5' 12'-5' 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEUNG MOUNTINGS: 55 11'-10" 11'-10' 12'-1' 12'-11' 55 111-10' 11'-10" L55 Ll- 71'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7' 12'-4' 60 11'-4' 11'-4• 60 10•-71' NOTE a5, SHEET 5. RATING: 65 10'-10' 10'-10' 11•-1' 11'-11' 65 10'-10' 10'-10" 65 10'-1• DETERMINE L1+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-6' 10'-9" 11'-5• 70 10'-6' 10'-6' 70 9-4' L2+= MAX. SPAN FOR FLOOR/CEUNG MOUNTING 75 10'-1• 10'-1' 10'-4' 11'-1• 75 10'-1' 10'-1' 75W-9• tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+•OR INSTALLATIONS. 80 W-10• 9'-10' 10'-0' 10'-9' 80 K.- 9•-10' 'L AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' 10•-5' 85 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3• 9',5' 10'-1' 90 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE _ 1- CONNECTIONS TO KEYSTONE MOUNTING L,-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 W-0• 8'-9' 9'-2' 9'-10' 95 8'-9 LIMITED TO +64,-72 p.D.f. AND 8'-0' SPAN, SEE 13-=MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8'-9' g8- 9'-0' 9'-7' 100 8'-4' MOUNTINGMOON SHEET 7. INSTALLATIONS. 105 8'-7' 8'-9' 9'-4' 105 7'-11'110 B'-4• 8'-7' 9'-2" 110 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE '- ' 115 8'-2' 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN t,+', •L2+ 'Li-"AND Lz-• 120 8'-0" 8'-2' 8'-9' 120 8'-0' 6•-11' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 - 8-5• 125 7'-10• 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8• 7'-10" 8-i130 7'-e• 6'-5' WIND ZONEMINIMUM PRESSURE RATING 70 DETERMINE MAXIMUM ANCHOR 135 7'-7' 7'-9• 7'-9' 135 7'-7' 6'-2' SPAGNG. 140 7'-5• W-11" 7'-7• 7•-6• 140 7'-5' 5•-n• ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-3• 145 7'-3- 5'-9' TO GLASS 150 T-2' 3•-7" T-4' 7'-0' 150 7*-2' 5'-7- 155 7•-0• s-s• T-z• s•-e' 155 r-0• 5•--5• 1 THRU 3 1" 160 6'-11' 5'-2• 7'-1' 6'-7" 160 6'-11' 5-2' 165 W-10' 5•-1' 7'-0' 6'-4' 165 6'-10" 5'-i• 170 6'-9' 4'-11• 6'-11' 6'-2' 170 6'-9" 4'-11' 175 6'-7' 4'-9' 6'-9• fi'-0', 175 6'-7' 4'-9. O HV B LA D E 6'-6" 180 4'-8' 6'-8' 5'-10' 180 6'-6" 4'-8' 185 6'-5' 4'-6' 6'-7' 5'-8• 185 6'-5' 4'-6" 190 6'-4' 4'-5' 6'-6" 190 6'-4' V-5• 195 6'-3' 4'-3' 6'-5* 5'-5" 195 6'-3' 4'-3• 200 6'-2' 4'-2' 6'-4" 5'-3' 200 6'-2' 4'-2' 105 6'-1' -1' 6'-3• 5'-1' los 6-1• +'-1 FLORIDA BUILDING 4' CODE(Non High Velocity Hurricane Zane 6 2015 EASTERN METAL SUPPLY, INC- BERTHA�..:p t1Tj....�( '/r�'�� BERT A HVTM � '- _ ASS A - Accordion Shutter System r s I L E C O w c. . . . . FEV.MME#1 W/OR W/O ITV.wTNDOW ADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPI,ON INTI: DRAWN BY.W&Y. G. 7C * 8155 N.W.16th_St,SU.JW.NRfBM GARDENS.r1L4tM 331 Association, Inc. 1 OLD 7 t-192 4/13/15 DAME 4/13/15 �� Phana:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No f P,•'��: a .n:Waloaosn.1— West Palm Beach, FL 33407 ` O'•,, CORId,. ��. WALTER A TILUT Jr.P.E 15-085 ' F �\�`� FLORIDA Ua.9 44167 5 SHEET ��T�,s (��iG NSE/DATE 6 11 OF 20 97, ':��. : ::1. :.c• ,•::q.r•,1 , ..• .11 b.;-11� •: h•, :al •: h•:, .:it Q a• , Q • .,a- . t , .O a mO, •• Q. 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SHUTTER PAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E,G.&H ON SHEETS 5&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCREGIVOONOREITE HIM POURED CONCRETE (A) T)DRSRNG POURED CONCRETE:(Min.V.-3 k0i) uwaw QE WALL SILL MOUNTING ©CDUNG MOUNTINGHQ FLOOR MOUNTING x 3/4" L rOINTS CLI ADVANCED ORS.A S DIS`TECHNOLOGY ALL POIN4,AS MANUFACTURED BY I.T.W.BUODEL(Min.FC-3 k i) SPAN A{Vl. SPACING�(;ENp - 1/4'0 x 3/4'ALL PO9NI5 SOLO-SETH ANCHORS,AS DISTRIBUTED Bf ALL POINTS SCREW.BUT&SPECALTY COMPANY.(Nk1.fe=3 ksi) (R) ®LL NOWNE PRESM RAM OE401 NITM R✓fS98E RTDB DLQH NSTM RALOC - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED By FLORIDA FASTENERS DIRECT,INC.(Min.fe=2 keL) 30 140 160 175 190 120 160 205 30 40 1 60 75 INIZ=NO 205[14 40160 751901120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 10 9 8 8 6 SLS 14 12 10 9 6 B e 8 12 10 9 8 8 b e TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LCFNSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 f2 10 9 6 B B 6 14 12 10 9 8 8 6 8 /2 10 9 8 B 6 6 THREADFORM TECHNOLOGY (MIO,I".=3 k.0 14 12 10 9 8 8 6 6 14 12 10 9 6 8 6 6 12 10 9 8 8 8 S �•POINTS SOLO-SET 14 12 10 9 6 6 8 7 14 12 10 9 8 8 6 8 12 10 9 8 8 e 6 BLUE TAP W/CAP NOTES: 14 12 10 a 8 7 6 7 14 12 10. 9 8 8 6 6 12 10 9 6 a 6 S TAPPER A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS S 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0 14 12 10 9 8 8 6 8 14 12 10 9 B 8 6 6 12 10 9 6 8 8 S5 14 12 t0 9 8 D 8 4 14 12 10 9 8 8 6 45 12 10 9 8 6 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EDIBEDMENT 14 12 10 9 6 8 8 45 14 12 10 9 8 8 6 55 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST.AND 14 12 10 9 75 55 35 - 14 12 10 9 8 8 6 5 12 10 9 8 7 53 4 •SEE "T 6g 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 12 10 9 8 8 6 45 BLADE Old T 19 14 12 10 9 a 7 4 -- 1{ 12 10 9 B 65 6 35 12 10 8 65 5 35 3 A3)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS•PAVES OR ANI'VENEER DE FOUND ON THE DUSTING WALL OR FLOOR. 14 12 10 9 6 75 4.5 - 14 12t98 8 6 45 72 10 9 8 6 4.5 75 ANCHORS SWIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BE4IND SAID WALT.FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 85 75 65 45 - - Ts 12 10 9 8 L5 55 4 4 12 t0 9 8 8 45 3.5 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VIM SLING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINFDR FOR 6'-0' 14 12 109 8 8 6 - 14 12 10 9 B 8 6 5 14 12 10 9 8 65 'S 3S INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 8.5 7 55 4 3 14 12 6 85 55 4 3 - 14 12 10 6 8 6 - - 14 12 10 9 8 BS 5 3.75114 112 10 18.5 1 8 1 S 1{ 1- (B) TD EXISTING CONCRETE BLOCK:(ASTM C-90) f4 12 a 8.5 53 3 - - 14 12 f0 9 8 BS 45 35 14 12 10 B 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER. 14 12 8 9 6 8 - - 14 12 10 9 8 . 5 4 14 12 10 9 75 SS 4 3 - 1/4'0 x.3/4'ALL POINTS SOUD�T ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY. 7'-0 14 12 10 B 65 4 - - 14 12 9 7.5 8 4.5 3.5 - 14 0.5 7 SS 45 35 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 85 7 4 - - 14 12 10 9 75 4 - 14 12 9 7 75 45 - _ - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRBLITED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 55 45 - - 14 12 f0 9 7_;(_ 55 4 - 14 12 9 7 e 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 12 10 9 8 &5 - - 14 12 10 9 8 6 4 - 14 12 10 8 &S 5 3S - NOTES: 4 12 8S 7 5S 3 - - 14 12 8 6.5 55 4 3 - 2S 9.5 6 5 4 3 - - a1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12 95 75 8 14 12 9.5 8 65 5 - 14 12 8 6 5.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1'. 13 95 6-5 5 35 - - 14 12 10 8 65 6 - 14 12 8 6.5 5 4 9,-0. 14 12 10 9 8 - - - 14 12 10 9 73 4.5 - - 14 12 83 7 55 4 - - B.2)'MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY d(SIDDFD INTO THE CONCRETE BLOC(.NO 14 115 75 6 4 - 14 11 7 55 5 3S - - 11 8 55 43 3.5 - EMBEDMENT KI)STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 72 8 6,5 4.5 - - 14 12 8.5 7 55 4 - 14 10.5 7 55 8 {.5 - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. Ll S 85 55 4 - - - - 14 12 9 7 5 45 - - 14 11 7 53 45 &S - 10'-0' 14 12 10 9 7S - - - 14 12 10 8'65 5 - - 14 12 B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 65 5 { 3 - 70 75 5 4 3 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL..BE AS OR, ON 14 11 75 55 - - 14 11.5 9 6 6 4 - L_9S 6 5 { 4 NOTES&I)&B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR BFS WITH OR WITHOUT METAL SNIn CONSULT THIS ENGINEER. 0.5 8 S - 14 12 8 6 55 4 - 2. 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14 12 9 7 6 4.5 - 14 105 7 55 45 35 - -_ (C) ANCHORS SFWl BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 95 8 - 12 9 6 45 4 3 9 7 45 3S 3 14 10 7 - - - - -[14105 7 5.5.4.5 - - - 1S 8.5 55 4.5 75 - - - 95 7 45 - - 15 7.5 6 5 - - 12 9 6 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 12 8 65 5.5 - - - 13 10 65 5 4 - - - EDGE DI�TANGE VERSUS SPACING SCHEDULE FOR ANCHORS: 12�-0 is 8.5 4.6 - 8 5S 4 35 - 8__L 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICTED,REDUCE ANCHOR SPACING 3.5 95 6 - - - - - 95 65 5 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 10.5 7 55 45 - 11 85 SS 45 3S - REDUCED SPACING 060INED USING FACTOR SHALL NOT eE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE 74 72 - - - _ - - 118 7.5 6 S - - - 12 9 6 43 4 _ _ FACTOR 05 8 - - - - - - 75 S 4 3 - - - 7.5 55 4 3 - ACTUAL BE HVDH ADVANCED TAPPER + 23 85 - - - - - - 9 6 45 4 - - - 9.5 7 5 4 - EDGE TAPCONALL POINT SOLID SET BLUE TAP W/CHP - 8 6 - - - - - - 9.5 65 5 - - - - 05 7.5 5 4 - - - - 1 V BLADE 0 a(TANCE THREADFORM TECHNOLOGY 19N.SPACING 14 12 - - - - - - 14 10.5 7 SS - - - - 11 85 55 4.6 - E.D. MIN.SPACING- .SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING=3' 3 3/4' 4' 14-0. 10 7s - - s 7 4,5 3s - - - - 7 5 3.5 3 - - - - 1 HV BLADE W RED CONCRETE EtE �„-�E a= POURED CONCRETE& POURED coNCRETE&POU✓®CONCRETE muaTE RJOCK CONCRETE BLOCKI I/Y LDL EA•21,T CONCRETE BLOCK CONCRETE BLACK RRL E4.3 1/Y MN F11.-2 1/7 7.5 e - - - - - - 11 8 SS 45 - - - - 9 65 45 - - - - - W N 1@L ED-3' MH E0.-31 18N.Fb•3' 7.5 - - - - - - - 12 9 6 - - - - - 95 7 45 - - - - - 3' 1.01.0 0.78 1.0 0.84 1.0 to_D. 14 - - - - - - - 3.5 10 6.5 - - - - - 05 8 5 - - - - - BLADE WORKING 2 1/2' 1.D - 0.67 1.0 9 - - - - - - : 65 6.5 5 3 - _ _ IN UNISON ♦ - - 10 - - 0.5 B 5 - - a6 6 4 - - - - - 2' - - 7 - _ - is 8.5 55 _ _ _ _ _ 9 6S 45 _ _ _ _ _ 1 3/4' - _ 16'-0' 14 - - - - - - - 25 95 6 - - - - - 10 7S 5 - - - - - 1 1 2' 035 - - - - 8 6 4 - - _ - - 6 4.5 3 - - - - - 0.35 95 7 5 - - - - - e 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) \\\ N TRC AI,,� ©2015 EASTERN METAL SUPPLY, INC. �� �ENSF J mss_ BERTHA HVTM L E C Oac. A■S■S■A. qAccordion Shutter System KV.B-ADE#1 Wi CR W10 KV.WINDOW aADE c ��J/J' American Shutter Systems ZEV.No DESCRIPTION DATE DRAWN BY: ILL TIWT TESTING & ENGINEERING COMPANY STATE OF :�r Association. Inc. , ULD 11-192 a/13/Is DATE 4/13 15 w53 X.36u1.St.Ste.aro.\v+GINM cWRorrs,FLOWN 331 4268 Westroads Drive 2 Phone:(305)871-1530.Fox:(305)871-1531 DRAWING No \`\� a--!I: aoe0a 1- West Palm Beach, FL 33407 3 15-085 ,FSSION At-�\�\`" WALTER A.TILLTT ar.P.E 4 P.E�zYS1tX'")NATURE/DATE �0R°^u4.a 44167 e SHEET OF 20 _^ °o z t7i� O a=Con 3 01 1 J 0 0 U 1a O z_ {� +n � W O W {'Nw =:I N �z o =?n owa� w en Qo E o o1csi o ad + UFS D iw ® NN"7 z N F" �7 �d c�w �ZQ.S O ay.0 cN' o(]€ w as w�N ac9NN ■N C�� Q� J Q N W 00 vi N HZOUOq d m f'• * N0 JPO O O O V 6 ON"� �. �N D5m 1 d 0 LL Pr c Pr E y oaagv� ` ■ �° tea° E N r� y 4 a Q a '^ = i u o t ^ Z �E Wn Z N m N N b r N b N n N r r I N n I I m n I I N i l l b 1 1 1 M, I I r 1 I I M I 1 1 h I I I n I I I n I I I I I I O CW 33 $ a u FF 41 am§� g N N N b N N N N b b N N N N N A E®�C v9i-E I xy ICCS m m N N N N MI N N N N m N N N N N N N N N N b g N N N b O N Y......m r m Fl N r Y n N d r n N r I N I _ o�op ' m m N b b b N N N m b N b m N N m m m N N m N b b...N N b N b N N N N N Y b m m Y m N N Y N N m N Y m m Y W V 3 o N N N g N N m N N N N N N N b b N N N N N N N N N N b N b N N N N N .............NbbNNNbN N `; Ovl N N N N m N N N N b N N b q N b N N N N g b N N N m N N b N-N N m m m N N N m b N N N N N b N b J�a n n V n b !p n n d I n I I 1 m 1 1 1 Y I 1 I n I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 F I I I l n l I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ``♦♦♦♦♦♦♦♦ R lllllli'''/Q 333 n n Y ``` •• W nnnn nnnnn nymYnNNnn YYlnhl Inl I Inl 1 Iml I Ipl 1 IYI1 ISI I Inl I ��`\,C' , • •"•�.� � n,q I. 1 ^n 1 1 ^ I I 1 n 1 I 1 m I I ��•' (p Q'•Z '� {�.n n n n n n n n n n h n n h n n h n n N h n n N n m r n m Y n N°� n Y b n Y n n d l n n l l n l l Q: F •J nn nnnnn nnn nnhnnn n '^n nnNn nnNn mn dn' mdn N'�Yn Nm'�n Yb' n Y',� �" -{_ •Z © $n nnnnnnnnnnnnnn nnn nnn nn nnnnnnnnnnn nb�nnnm nnhann n°,�mm� Jam.•• . •Gj nnn nh � .. �..••��``'� Y �i nn nn nnnnnn nnnnnnnn nnnn nnnn nn nn nnnnnnnn hnnnnnnnnn nnnnnn nn % �♦� f!1 *y n� (1111",♦♦♦♦♦♦ w $ N YIf� a vv�m a ggqO N ON'1�m o m�m m�m b�°!^+,�N m Y b b y n•��N n Y Y r n I y V I l n„�j I l n v1 I l n n l l l n l l a � 10����N�N.N-��a��.N-mom O�m0atf Om numb i6^m f m b Y�'1'f NmdNNm��Imnn YnNn IA nfN�, 9^v N N N v N N p^'^^^q^N N N V N _N N N-N^^ ^vl^m F'.,h NI-IF m .1-1 I loll I 1 1 1 1 1 1 1 1 m1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 6 �m m m m mmmmm mmmmm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i l m g m m m m m g m m m m m m m g m m m m ......m...................... m m m............ l l l l l l l l l l l l mmmmm m m m m m m m m m m m m m m m m m l l l l l l l l $m000 Doo mOm oo_oo^oo oo_000 00000 o_oo oo_o F F12 RIF 2eo_000000 N_ N N^N N^^_N N N119 ^ ^N N o 0 0 0 'q _ q _ q o 'q