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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVED MAY 17 910116 FILE Copy �m-,x �2 � �' .:n ;* t5�"'',.' ,..:j' .4 � ✓,w z r'F Yv *r^`"�Yt 'c ..�� " xs .} pp ch�?�.,a - t`.� r"�,.sk r i'�.5,,y.";d:..,.-: ' �.K> E.,y s',?�` � ��. p•. - U,. Florida Depaamentof BCIS Home l Log In User Registration j Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busirles PProdc rofessi gal 011 1 4 F USER:PubliccUseeroval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail et FL# FL389-R8 fm�t Application Type Code Version 2014 Application Status Approve 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@easternmeta[.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category CAccordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 © Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Ddf 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 httns://florida.hiiilciincr.nrcr/nr/nr ann cit] acnx9naram=-,xrCTF-%TYO-xrtT)nxrWTTN7x>Txrv;gA/hxrc Iq /1)f11 A Florida Building Code Online Page 2 of 2 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 R8 II A.S.S.A. INC. DRWG 15-086 odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG 15-086 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 pressure rating of+72,-72 and 84"for+64,-64 psf.See she for other spans and ASD pressures. 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-F VH :No FL389 R8 II A.S.S.A. INC. DRWG 15-085 odf Approved for use s8de VHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist :Yes Created by Independent Third Party:Yes Design Press re: N/A Evaluation Reports Other:Large fissile "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 HVl 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 HVl 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- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.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 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 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 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: MWEI m eCliciY M SC/'lirlt'bf li'CItIC5" , https://floridabuilding.or,/pr/pr app dtl.aspx?naram=wGEVXOwtDavYYHH2vJvx53Mws... 5/5/2016 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 INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MFMIONED CODE;FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WTIH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOr EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-1: HV BLADES(1)& (TTA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.0)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 kW USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO-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 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL.WINDOW BLADE&1WNDUW DETAIL -HV BLADE G) 00214.01-03,#0715.01-03,#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 ASTM E-1886 AREA-2: HV BLADE n AND HV WINDOIV GLADE 1nA 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 APPLIOABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVET.D,WIND ZONES 1,2.3)BASIC PROTECnON ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADED AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLACK SHEET 7 CENTERMATE DETAILS KV SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED STRENGTH BLADES IQIUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75" OSHA AND#74xG SY TEM AS MANU CTURE MINIMUM SERIES CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING PUCA SCREENS WITH 135.0 ksi METD NSHUTE AND 180 kA ASSOCIATION. STRENGTH. PINS SHALL BE COATED WITH BERTHA EN DACROSHIFID COATING SYSTEM AS MANUFACTURED ITT APPROVED COATING APPLICATOfRS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL EX(FiIISIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 ksi AND 35.7 li,i FOR END CONNECTION DETAILS 1-6,CONCREDE/BLOCK SHIFT 10 6005-75-75 ALLOY. ALLOY. MAXIMUM SPAN TA9I1S SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kat MIN.YIELD STRENGTH AND 90 kai 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 ASTM A-307 GALVANIZED STEEL,OR AST 304 OR 316 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE I &® WORKING IN UNISON: 12,13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 e.THIS BH.V.ACCORDION SHUTTER SYSTEM SEARS A U.S-PATENT#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR W PART 6Y U.S. M.PAl #5'458,179 ISSUED TO(ASTERN END CONNECHON DETAILS 7-12 &X.WOOD SHEEr 18 SUPPLY. METAL SUPPLY..INC,T 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 AREA 3. HV WINDOW BLADEinA ONLY 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. EA EACH UNIT MUST BR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD A 4• HV WINDOW BLADE n ONLY CENILRMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS, _ 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL SND 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 SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARE)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 LIFE 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 INVAUD IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALT_BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND INTO 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 TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.O.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. +1111 FLORIDA BUILDING CODE(ton High Velocity Hurricane Zone ,`PItiR A.j 2015 EASTERN METAL SUPPLY, INC. .......... BERTHA Eft TM a. Accordion Shutter System y TLV.BLADE#1 W/OR W/O U.WINDOW BLADE /1.�; American Shutter Systems WV.H DESCIOPTION DATE DRAWN BY: M.L. SJ; 1Y••,,.. N *r TIT TESTING & ENGINEERING COMPANY p•,• �, IC OF S x355 N.N.36th.SL,Sta.305•VM M GARDENS.TLORDA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 i .•, 1 PWo:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 '�i�LrSi•. Yf.��` men:hltecoaaal.com West Palm Beach, FL 33407 3 DRAWING No WALTA OTILLIT1 ERJr.RE � P.E. SfAL�I�IS85 IiTURE/DATE ARIDA Uc.#44167 5 1SHEET s. 1 . OF 20 .. 3'0 FOR 1YMD6x 91011E® VARIES " 1.491• Max 200" 0�• 0454' 0 ° 4" 4.385' y6 4.857" 4.999' 1 HV SOLID BLADE375" O5 HV 90"/180° STARTER COVERED UNDER US PATENT 179 ® V UNIVERSAL FLOATER QUALIFIED FOR USE W/ QUALIFIED FOR USE W/ HV BLADED ®HV DIRECT MOUNT W BLADE 1Q 1 HV BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 8063-T6 ALLOY AND TEMPER *SEE UMITATIONS OF USE OF BLADE ON BLADED . ® SHEET 19 6063-T6 ALLOY ANMD TEMPER 6063-T6 ALLOY AND TEMPER 3.226• 1.500' •124• • @ s 670" ° 2.670' 3556• "' ) .994' .67 1-000' �! 670" 2.226" - �' 'o • 072' o c 842 ^ . 4.897' o ft4 p" c 615' 2.092' O7 HV ADJ. ADAPTER W/LIP aIN .a3s - 1 1,375• 0.072' 0.07 .920 3.226' QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 6063-T6 ALLOY AND ND TEMPER QUALIFIED FOR USE W/ HV O HV TRENCH TRACK 55. 3.750 BLADE1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 1 HV RAINGUARD BLADE 6063=T6 ALLOY AND:TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER - VAR16 " 1.936" 1• 1.915' o BLADE VARIES 1.936' 6063-T6 ALLOY A D TE • 1917'. . , M.. o ax. 0 083• 083" .063" 1q .083" ,093' .093" Tom Tom N .100' .125• _ .060' 4C2g,.a 670 060' .06104• .093" . 670 1.686' 3.529' 3.50 670 p, 11 HV CEILING HEADER p HV HEAD/ER,/SILL O 13 HD CEILING HEADER/SILL .s Q LIFlED FOR USE YV/ HV BLADE 1 ONLY, QUALIFIED06oRT6 gLLoY AND BEMPERI O Y QUALIFIED FOR USE W/ HV BLADE tO 1A HD WALL HEADER�SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY_ QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. X 6063-T6 ALLOY AND TEMPER 1 COMPONENT A 8 T1 T2 X Y t MN XMN.YMN.t t' t' 0.062" 2" 2' 0.125' fl 17 2• 5'MAX. 1/8" 1/8' 3' 3' 0.090• i6 2• 5'MAX. 0.192' 0.192' - E6063-T6 ANGLES 6 ©0 CORNER POSTS R USE W/ ALUMINUM ANGLES 1's 2.5' 7'MAX. 0.190• 0.190' DE( QUALIFIED FOQ USE W/ FIV QUALIFIED LADDEU� W/ HV Y TEMPER BLADE ONLY. ® 2' S'MAX. 0.139' 0.131" - ER 6063-T6 ALL TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM P' ENSF = pp ®i� ® Accordion Shutter System Y v® .!e0 c. ®S o w w H.V.BLADE#1 W/OR W/O FLV.WINDUiN MME American Shutter Systems TIWT TESTING k ENGINEERING COMPANY Inc. Ev.x 6 11e 19 Dare DRAWN BY. 3/ �; Association, c , OLD tt-tsz 4/13/15 DATE 4/13/15 .Q•. STATE DF ,�,r e355 MW.asw.St.s1c.Sas.MRc1Ru cumws.FLOIimA 3316 Ph.-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No °-rt10Eg8ltecoo l.com West Palm Beach, FL 33407 3 15-085 ��''�/,`SSI NA1 ���•�` WALTER A T19 LL1T Jr.P.E 4 P.E. S� +pf�Gi+M1��2E/DATE ROA U.g a41s7 6 SHEET s 2 OF 20. 4.660" .929' 1/4•-20 DIE CAST 4.576" 745' .293" FIAT HEAD IM/4`20 HOUSING ENAMEL 4'-20 2.293" .745• x.334' SSM.3. BAKED'PALNRD Ile DIE CAST NO p (2 TTP.) HOUSING ENAMEL BAKED PAINTED aOj %A TURN Asa, .062' w m n n `o n KNOB. m O M1 N .875' a .i 1.325' .R �b1' .318 - BRASS CILIND BRASS CYLINDER 0 o .45q•T`N __ (CHROM (CHROME PLATED) 21 HV CENTERMATE ,,���,�� °s, ® b CK) pUIIaFlED FOR USE W/ HV BLADE 1 1 ONLY AIIFl V LO NTERMATE yEo' �• .325• V 0 HV EGRESS LOCK 6063-Ts ALLOY ANO ER pU ED FOR USE W/ FN BLADE 1 & to ONLY m ?g 3.023' rn QUALIFIED FOR USE HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER (22j HV CORNER CENTERMATE BLADE 01 & LY. BLADE 10& ®ONLY. �f� 250"O.D. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 1B' sta" 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC MOLDED TO is m 1.756' .922' 4.045' -321.- SCREW 2.079' 1.753' .� 1.060.4 o Q62 0 P n .825' BEFORE RNETINGAFTQt RIVETING ryi y $ N o N N„a. °s. N 1/4"0-20 x 3/4" 144"0-20 OOD` M S.S. THUMBSCREW - RIVNUTc N *SERFS 9444 ALUMINUM(2024-73 AU.OY)LARGE FLANGE TIIR! m m SHEET NOTSERT.PART(:0820,AS MANUFACTURED BY AVDEL .822" CHERRY lEMORN,PAnwas Y.NEW JERSEY 07054 OR EQUAL PLAN H FRONT ELEVATION ® HV MALE "T" LOCK CENTERMATE 4.566" HV "T" LOCK ® Hb ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY ® , HV FEMALE T LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV pUALIFlID FOR USE W/ FIV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ W BLADE(� 6063-T6 ALLOY AND TEMPERONLY W/HVV BLADE 01 ONLY. BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPERR'' 1.917 1.917' 17 3.161 0 1 3 B THUMBTURN o .063' 3 CYUNOER OR .21 •0� A62' KEY cYUNDER 4' 214' .545' N 'r n io a v n • 0.875'Min. O1 tO o �n 1 .125'Max. .dO WM O O N " ® HD CENTER ATE W O LOCKI G ROD ® HD CENT R ATE W LOCKING ROD n o 0 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & TA 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT .604' o 6063-T6 ALLOY AND TEMPER O1 vAEDEs, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 10&0 'a 1/4'o 7o ss.OR 3/eo-1s .130' 6063-T6 ALLOY AND TEMPER _ THU14DE RN ACETAL 7HUMEN IYS. tl/2' CYLINDER (SEE DETAILS �II(-�J"1I DO OR KEY t15 J1.57 Min. CYLINbER 1.76'Mo.. LOCKING RO 1/4.0 ® HD LOCK 375'0 QU ED FOR HV BLADE 10 6 HV 3/8"0-16 ACETAL 3�j IN 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LACKS SERIFS 2333 HOOK BOLT LOCK. 601'r--T5 ALLOY AND TEMPER -SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 10& OA a,1,/INSTALLATION WILL REQUIRE A 7/16" HOLE UMBSCREWS QUALIFIED FOR USE W HV BLADE 10 D ILLED AT TRACKS FOR PROPER EMBEDMENT UAUFlED F 1� BLADEQ / FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone 4 L / 0 2015 EASTERN METAL SUPPLY.INC. !49BERTHA H TM wow wA® Accordion Shutter System H.v. RAM#t w/OR w/o Itv vnnDOIr,BLADE American Shutter Systems REV.x DESCRIPTION BATE DRAWN B1: M.L.sl E� •EtA� TILLIT TESTING & ENGINEERING COMPANY 36N. 510.30.5.VIRGBNU GARDENS, F 5316 YS Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 (3055)) -a•', P •� 6355 N.W. '�'P-'• F66R1� �^�--� PhoGe: 871-1530.Fax:(305)671-151-1531 4268 Westroads Drive 2 DRAWING No -UH:bThxoccol.cam West Palm Beach, FL 33407 3 - 08719 15-085 WAWALTER A.0P.E. 4 ATTIT11II11IN71 FLORIDA Uc.#44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV sp6"m 12'MIN. CE 1O HV BLADE 1 41 40 � I 70 BLADE P 1A ,1675"� I70EtuDR , •1625' ® W BLADE 1A HV WINDOW BLADE 0625" ScnaN X_X .0625 ,0625' 3® HV LONG RECESSED NYLON BUSHING Y 111 n KNUCKLE 'm OPENICL .0625' '1875' Y 39 xQ ¢ a OYP) 0.0625• Q HV SHORT RECESSED NYLON BUSHING �a4� 3111 HV NYLON HAT WASHER �OR ® c�N r 1 1 �r Po�rmoN aR R1.75%y✓/ 3 50' ® W WHEEL CARRIAGE AIS1 302-303 SERIES .l750' X 0.870"x3/16"THICK NYLON WHEEL 3 I I I I: T-I N 2 7/8"MIN. EN WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS 315'0 sECLEAR PAON m3.o L SEIWEEN .0625' ,0625" 3.7500' ® W 1 3/4" ACCORDION PIN W/ OPENINGS $8 HEAD * EXTERIOR LLi o OPEBLADNINGS N c 3/4""6 AE0Q11Y-Y D ACCORDION PIN W/ f{8 HEAD 41 47�" 2 1/4° EAXIRiI .AnON ® CLEAR POLYCARBONATE IMPACT RESISTANT W WINDOW B T1v SEErJ TYPICAL, HV WINDOW_BLADE 1(lA AND I I i 39 i I 3 POLYCARBONATE HV WINDOW DETAIL 3 ©OR ® 4 or ®3 7 N.T.S. ((SEE NOTE FOR REQUIREMENTS) I I (DOR (0 1 I *POLYCARBONATE IMPACT RESISTANT HV WINDOW I l BAYER MAKROLON 3103 POLYCARBONATE N.CLEA CE RESINS, W-STABILIZED GRADE OR SABIC N N RREOUIREMENIM AT EXTERIOR BLADE KNUCKLE FOR I Y 1 WTO BIL40E B M INNOVATIVE PLASTIC LEXAN 103 RESIN ��� i (SEE NOTE "F" ON SHEET 19). 1 '�� iIi Q1 OR ® 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3 ry BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q W �. I POLYCARBONATE SOURCES FOR 44 HV® BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APRICABLE RF9a7 N.T.S. TYPICAL PROPERII6 SIAIDARD - HV PIN®2 OR 4©AT RETTiRT7CE 10®°k/� Aea.®s (2) HV PIN ® MAY BE USED IN LIEU OF(9 AND ONLY EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ BLADE'S KNUCKLE.-\ BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE a FOR SPEC=WMT, ASM 0792 aw W am Ibf' 04 , ® 3 REQUIREMENTS) w = TMP- I� j TMSLE YIaD STRENGM ASTM Dw 9,400"J. 0300'.L (3) HV PIN © OR i I 1 j RAONRAL SMOOTH AT YRJD ASPM D790 12500 psi. 13,400 paL W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® y j I FLEXURN.MODOLOs ASM MO 31x000"I 3.=O p-J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ej 9ti i i 1laeecc SHEET OO morcm IZOD ASM M55 IS FL-:b/, 17 Fr-mt. 1 iRlF @auRM tHSP.Af!IF9RIIG1 WHEEL CARRIAGE DETAIL AMORE DENSITY ASTM D2843 47.2 z 645 x MAX N.T.S. ASSEMBLY LAYOUT RATE OF BUr0011G ASM D635 o-1 OUM o-1 CLASS N.T.S. SEJF IGNTIION ASM-DIM 1040 T 060•F M" T"' GM ASM 6155 TEsnZENAFrM WEATHERING ASM 636 9302 psi. 6690 Pal (1) HV B ID & �A HV WINDOW BLADE DETAILS '�S�SIRESIS 1Fi0REwFn1HERNG ASTM 638 6461paJ. 6660pa1. N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone R A. r/�If,oz �4 0 20015 EAS STTER RNN META ALL SUPPLY,INC. "CEN _ J♦�ls���®A��� f�7�t1E�E141 ��TM ® ��� Accordion Shutter System _ ''/ - H.V.BADE#1 W/OR W/O H.V.WINDOW RADE 3 1f1 TIWT TESTING k ENGINEERING COMPANY ARIeTiCan Shutter Systems !EV.N DESCRIPTION DATE DRAWN RY: M.L. o. ATE OF *� x355 Mw.3607.s.St.305,VIRGINN GARDENS,FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DA76 4/13/15 F' oRfDP �. � Ph—:(305)871-1530.Faz:(305)871-1931 4268 Westroads Drive z DRAWING No e-maI:tiRaw®aol.com West Palm Beach, FL 33407 3 EB-DO[P.E. w`G\ � WAL7ER A.TIOLLR1Jr.P.E 45—OI35 �ONAL EN AA ALTERFLORIA Lia.Q 44167 s SHEET 9ftf61(lig1AVURE/DATE D 4 OF 20 U *NO S ON H LOCKS CENTERMA ®s® x x s 7 u ®SOP®•O°fl® RI�TOR4 CONORION d1e ONE HV LOCK or®SHALL BE USED AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN ABOVE OR B OW 2 OF SHUTTER AN FOR SPANS UP TO 105",AND FOR INSTALlA110NS T ANY ON. HV LOCK or�MAY BE USED AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR MATES W/(2) 1/4'0-20 x 1/2"LONG T HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O�®m �V(=E SHUTTER ELEVATION.IF DESIRED R BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWOHVOR MAY BE AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATESSHALL BE D ON NOTE(1)ABOVES14AU BE AS INDICATm ON TYPICAL SHUTTER ELEVATION. 0-IC 3. OPTIONAL CONDrWN 2 (VALID HEN MANDATORY rONIDMON #1 OR LJMITED x v II a2 LEO" H.V_LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY N LEO IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS(U OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). F, 4. MANDATORY CONDITION/h: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ° ATTACHED TO f CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS I0O-IWC AT TOP& BOTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHLRTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. v o _ F 5• • � �pS 9 •ONE ALTERNATE HV LOCKMAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND 7O -foo �� INST BONS AT ANY ELEVATION.AL ERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S. THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4.0-200/4"ALUM. im RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 V 'g_WZ �/ LOCKS AT 1/3 OF SHUTTER SPAN. ® 6.MANDATORY CONOfnON B3 FOR KEYSTONE MOULTING INSTALLATIONS• ONE HV LOCK®or I@ 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 96',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 FIAT HEAD S.S_ SEE END J MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR'a TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H 1 J SHEETS 10& 18 TYP.HEIGHT. FULL n *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1.SECOND ALTT32OM TO MANDATORY CONDITION§1 VAUD ONLY FOR HV'T'LOG( .AND CEMkRMATES a AND CENTERMAIE ONE ALTERNATE HV 'F LOCK CSS MAY BE INSTALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND ©°R®�©•QoR®`a1p+©°R I STALLATION AT ANY ELEVATION. AL TE LOCK @ Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O © ©+© ©+© OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON BECKON ENG,SHEET 9,WHICH MUST BE 10• 5 aR 1 w 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' WINGNUT OR MAXIMUM ABOVE AN 4"BEL.OWI MIDSPAN. USEOFTWO LOCOx KING RODS®TOP AND 8"RiVNLrr.LOCK MAY BE INSTALLED BOMM IS MANDATORY. PAN OR 12" 8 + 8. s+ .3-1 *NOTES ON HD LOCKS & CENTERMATES: 1. ONE ALTERNATE HD LOCK(D MAYBE USED IN DEU OF TYPICAL HV BLADE SHUTTER ELEVATION HV LOCKS V OR Qg FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE 111)LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN bN SECTIONS HDB-HVB AND HDC-WC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS cONPLETELY OPnONAL FLORIDA BUILDING CODE( on High Velocity Hurricane Zone, P.�'�� i,,� ©2015 EASTERN METAL SUPPLY,INC. \SSP \CENSE�`�9's WE-RTHA HVTM 75LTEco ,.-- AoS®�® Accordion Shutter System KV.BLADE#1 W/OR W/O FLK WINDM BLADE Shutter Systems EV.x DESCRIPTION DATE DRAWN BY: M.L.TILLIT TESTING & ENGINEERING COMPANY o= STATE OF r 6354 N.W.36"54 Ra M.MAGNA GNiODV£FLORIDA 171 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Z9•. Phona:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No ��\� a-mal:t6tecogaal.com West Palm Beach, FL 33407 3 cSs•••'•••"••�G\,\� EB-0006719 4 15-085 �ONALEA\\\\� WALTER F FLORIDA Uc#44167E 6 SHS OF 20 P.E. SFArf t1GWRE/DATE ONCRETE ANCHORS PoURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE ym�13 REQUIRED =23/0;P J"EQ 4"0-20x3/4'SS. REQUIRED ) CONCRETE ANCHORSCHINE SCREWS. REQUIRED FDR (SEE SCHEDULE ON 1/4'-20 CONCRETE ANCHORS 17 18 �A(EYSTONE(SEE MOUMNO®ON SHEET 7) SHEET 13) TS® 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1� --- 12 OR 14 MIO- 20x3/4 S.S._ q 1MCHINR2" USING 1/4'-20 NUTS1/® 12'O.C.2. 15E D.* .250'Max. ---- 13 OR 5 D* -- .250' D .250'Max. Max. ED .D.• i OPTIONAL u l i �PRONAL i 1 i I ( TO OLMS(SFE i`1=ON mMD i�i 1 OR ® i EXISTING MIN.SEPARATION TO GLASS 1 11rA OR SHEff 19 10R i, I , —{—(SEE SCHEDULE ON SHEET 11) I i D(ISRNG I �mA d i i ' I MIN.SEPARATION TO GLASS 1 GLASS i GLASS-1 1 -(SEE SCHEDULE ON SHEET 11) 1 � ' E%ISTING ( 1 1 1 GL I ©HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION ' © HV WALL HEADER INSTALLATION + KEYSTONE IXISRNGMIN.SEPARATION TO GLASS G' r 1 t 9 I`—(SEE SCHEDULE ON SHEET i i) 1 i �+� I+ I I f r 1 OR 1 1 1 1 1 oasnruc,, I m 1x/.55(sFE 1 1 i t t MIN.SEPARATION 7a GLASS 1 GLASS � 1�SD�DIAE WI 9EEi i ' i '(SEE SCHEDULE ON SHEET 11) 1 i 11 MR WLE m. l>H ms 19 FLR ' I I i I T OPTIONAL ®anLSmaQ� , XONG f I 1 GLA$$-- 1 1 D• I N �11@ 1' 1 ' E * M'"' OPTIONAL I(1 i I 1/4"Max_ DR 15 11 E D.F* ii ii D.. i li II A - -- 19 --- EQ ED 13 OR 1© 1 ----- 12 OR® - 1/4'0-20x3/4'S.S. -- EQ PHIWPS TRUSS HEAD20x3/4'S.S. PHILLIPS �17�p MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS � ONCRETE ANCHORS 1$ 1' 1/4'-20 NUTS® 12"O.G (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Mn. OR CON CONCRETE SHEEP 73) OR CONCRETE BLOCK OR CONCRETE BLOCK C NCRETE ANCHORS OR WALLREQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON (F)HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ® HV WALL SILL INSTALLATION {�� A A NOTE FOR COMBINATION OF SECTION¢: INSTALLATION DETAILS W. t-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.-EDGE DISTANCE `' ASSEMBLY O SEE UMRATIONS OF USE FDR O H V B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 W ANY WAY TO SUR ANY INSTAU ATION. LILIIALAAA FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ....,14CI,•!!�i' ©2015 EASTERN METAL SUPPLY, INC. AM&S AIN Accordion Shutter System *: ..yyy,,,, �• _ H.v.ME#1 w/OR w/D H.v WINDOW RaDE y�F� /�( fir_ American Shutter SySIems MV.N DESCRIPTION DATE DRAWN BY: M.L. a: 1 TILLIT TESTING do ENGINEERING COMPANY OF S AT ,�� Association, Inc. 1 OLA 11-192 4/13/15 DATE: 4/13/15 9•, 8595 N.W.3M.SL,Ste.305.VOLGMUI GARDENS,FLORDA 3316 4268 Westroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No o-mail: ol—m 006719 West Palm Beach, FL 33407 3 15-085 !!7!!//I�NALL;"L�\�� •WALTER A TINT Jr.P.E. 5 SHEET P.E. 5 LJ�t�NATURE/DAiE FLORIDA U.g 44767 6 6 OF 20 POURED CONCRETE ANCHORS i tela SEPN+ulul i i I i ' i I ' ' I 1 lit OR ® I ^ NPI.SFpARRRON I I I SEE SCHEDULE ON SHEET 13 •i I i `'./ EXI511NG ro 61As5 I i I CONCRETE ( ) - I TO GIIlS�(ST.E I I Y1 FUR AD SEET- I ' 1(�561®4E ON I I REQUIRED EDGE F +i ION�t0to FOR I CLASS—i Nwro aN �` i I SNEEr it) APPLICABLE EXISTI TnNxsm�® ANCHOR i it l i i EXISTING r✓ X I LOCATION {1 I r I t 1 810x3/4"HEX WASHER HEAD 11 ORFOR OR 1$ i 3/6 NIN. TEK SCREWS® 12'O.C. i EDGE OF n i s/a NIN. CONCRETE ANCHORS , 6 APPLICABLE Ij I ©+ 7 (SEE SCHEDULE ON SHEET 13) E ' EDGE OF EXISTINGI I Ti iEDGE OF—a II IISLAB IFGLASS—tiI SLAB.IF I 1/2 1 EDGE OF APPUCA13LE APPLICABLE •O. Q. ApplyIIE POURED FLAT HEAD CONCRETE ANCHORS CONCRETED. CN LURED (SEE SCHEDULE ON SHEET 14) POURED REQURm iD OR (gCONCRETE REQUIRE° FIAT HEAD CONCRETE ANCHORS' REQUIRED E.D. D.• (SEE SCHEDULE ON SHEET 14) 11 •TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING &FOR SPANS PER © FIV CEILING INSTALLATION SCHEDULE g3, SHEET 11 E70SI1N6� ,D,.6EDAPADON CONCRETE ANCHORS ct/55 ' ( w NN.sTauemml i I 1 (SEE SCHEDULE ON 1 —'oN sNttr tq I—(sTc soanlnc I O I r I I SHEET 15) 1/4.0��THRUDI' EXISTII ox sNc'r i0 i 3 EXISTING—i i 1 i i 1 EXISTING TECHNOL06Y OR 1/4"e POINERS GLASS—I 1 CUSS lara sFaAPA,Iu+ro Ons i --^ CUSS—I ' I I FAS1ENOtS TMFER+ANfilto25 W/ MW(. -�(s¢swUnnO ml s,atT,q r r—Ql I Nm.sxANmoN ro I I r t 3/4'NIN.QABmNFNf a s' i i i I I (sEs s0unuls o.a FOR UP TO 6'-0"SPMA AND ' D 'I I' I 1/4- I rh I I 4s'1 UP TO ems•-0*MAY,APPLY IARCIR r n 1 r t / I I 1 SFADVU AT EVER(FASTENER EfA 1 11 I I MAX. i MP)(SEE rv01E tt ON scEr tl 5 t/z• 3 m15 s I 810x3/4"HD( E. * ' FTXt DtDrATlons 3/8" MAX. 6 , WASHER HEAD I mNr.gMANT 1 i va t O u1Ft t TEK SCREWS I 1 ' 0 12"O.C. 814x3/4' BID(HHEAD8Val 1 4 0-20x3/4'SS us TF(SCREWS®9.O.C. i - --- 814x3/4'S.O.S. i 1 4 .,•� �v ISINB,OR 1/4`0-20 SS. M.S. r CONCRETE ANCHORS ;,.�a • /4'0-20 mrts ®9'0.C. Max0 12"O.C. W/NUT 0 9'O.C. i (SEE SCHEDULE ON n 1 •SHEET 14) •• .:' STING N(STRUCNPAL -T,I------- 17 OR 18 1/2" 1" :.:2.OD°MINWALL TRIM DECORATIVE I EDGE OF '.7:'• E:D, SILL) r i I i SAAB IF 814x3/4"F.H.S.D.S. .MIN: i POURED rANf1+ElE 1 1 7 e' 1 7,18� APPLICABLE —REQUIRED ® 9'O.C. CONCRETE ANCHORS NOTE 13(b) IX NOTE 13(b) - POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1POURm CONCRETE ON SHEET 1 f/ // I / / ' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BIACI( •.• •. '. REQUIRED REQUIRED KEYSTONE MOUNTING INSTALLATION OPTIC,NAL QK HV WALL FLOOR INSTALLAT CONCRE LOAN. © HV WALL WALK—OVER INSTALLATION uNOMUM ASD.DESIGN PW-O'RE: +64.-72 pe REQUIRED MAXtN1Uu SHUTTER SPAN 8'-0' d HV RAINGUARD INSTALLATION NOTE. THIS 0 x ON SHALL BE REMOVABLE WHHEN PERFORMED E.D.=EDGE DISTANCE gp,lACEpIT TO AN OPERABLE EXIT 0 IS UM�ATIONS OF USE FOR /� 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE IA ON SHEET 19 INSTALLATION DETAILS �V� HV BLADE E ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Bion High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. a�P.• ENSF.°9 BERTHA N74Y TM 11LIE C 0 l N ®�® Accordion Shutter System �1n = RV. BLADE#1 w/OR W/0 KV WINDOW MADE American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: MJ TILLIT TESTING & ENGINEERING COMPANY o'• TATE OF ::��` 63ss N.w.36N sL,St,.305.NRGUM GNNFNS,FLORIDA J316 Association, Inc. 1 OLD 11-192 4/13/15 DATE:- 4/13/15 Ph—:(305)871-1530.Fax:(305)571-1531 4266 Westroads Drive z DRAWING No %x c%�.. DR .��;`\: a 61:Ult...O... m West Palm Beach, FL 33407 4 15-085 EB-006719 NA� �A�o�`` WALTER A.TILUr Jr.P.E. FLORIDA U.Q 44167 P.E. SE�t'fSfu"NA1lURE/DATE 6 SH7 OF 20 SEE END WALL CON ECTIONAI 8 SEE N01ES ON LOOKING RODS®.H.V LOCKS Q or Q OUT s0 [-1 N—] GLASS INSTALLATIONS Wj 1 HV AND ALTERNATE ®ON SHEET L BLADE W HV CENTERMATES —BLADE SLACK CATION I�13LMEO SEE END WALL CONNECTION 1/r EXISTING CLASS Q«O+QaR©+O+@oR L—__—____ - z-xrxl/exo•-z I ®+®°i 0«L 3,R 19+@3 1/4' 7" e 1/2- 7' . (6063-T6 AUM ALUM. OPPOSING SYMMETR.YCAL ANGLE W/(2) 1/4'0 TAPCON I 1/2" oR®+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES (TOP/60TTOL1)& 10x3/4'S.M.S.® 12' MIN. SEPARATION (a)g1ox1/z-S.MS.T°TUeE i D.C.FULL L.NGITr. W/ HV LOCK G or CLos) W/ HV LO— CK o 25 TO GLASS (SEE SCHEDULE AT EACH ANGLE mr) 3 Z ON SHEET 11) 5 ® °° * 35* IN IJ z• 1 2' m ( 0 ®'" 2 OHVB oUT ® � HVC HVA Qa+®m©+OaR®°ft 10+®3 OR EXISTING GLASS POURED CONCRETE OR ©«O+©�©+O+ R C.00NURED BLOCK WALL © ® � +© I SYMMETRICAL }D«Oa �on 3_©+©_—_ �______ _ IX 1571 N G 5 1' $O R + 8 p{$ O A ----- 6 + 7 + R 6 + 7 + $O R GLASS * I N O ©o O MIN. SEPARATION 8 + 8 oa 9+ 3 m 19+ 5 EASRN t CENTERMATES10--m « 8 on 1 @-@+ 7 ea ro class 5 O O O O ©��LASS I X< © O ©+ � (SEE SCHEDULE r— ©+® W/ I•I.T/� $ « $as 9+ as g* �5 ON SHEEP 11) MIN.SEPARATION ®au * 3 O O © O TO GLASS oR©+® (SEE SCHEDULE I N OPTIONAL ON SHEET 11) (INTERIOR) ----__--_—_ Ak -_----_ —___—_ - - QUT A �CONCREfE t ANCHORS -- ----- ----�- 7 16.O.C. G * 3 VARIES 3 * J 90' * m ® �`�' 2 m ® O U T 6 1/2'MAI(.SLACK oUT 5j * (IXIT3LI°R) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone II1��4 02015 EASTERN METAL SUPPLY,INC. BERTHA HVTM \CEN = Accordion Shutter System IL EC O t to e. H.V.MADE#t W/OR W/0 KV.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION DATE DRAWN 6Y: M.L. 6355 N.W.36th.SL.Ste.3W.VIRGMA GUNIU .RDWDA 3316 Association. Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 o: STATE OF .�= 4268 Westroods Drive z p- gip` Phane:(305)871-1530.Fox:(305)671-1531 DRAWING No o-mail:tilteco®aol.com West Palm Beach, FL 33407 3 ®-0008710 5-085 FRLOORIDA u 9 44167 5 SHEET P.E. 9p9i4/ iNAi\P?RE/DATE s 8 OF 20 POURED CONCRETE POURED CONCRETE OU RED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED �EXISTING GLASS EXISTING GLASS CONCRETE ANCHOREXISTING CLASS — — 2'MIN IXI�NG GLASS ® 16'O.C. r �JJ/ 2'MIN. I — ADN.SEPARA70 MASS(SEE 1'— L NON.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION I t EQ t FA ro CdASS(SEE 11 FOR QPDEQMD TO GLASS(S1:E I TION.SASS(EE ro GLASS(SEE 1 I SCHEDULE CN SHEET 1/16"z3'MAX. ON SHEET 19 FOR 1S EDUE�©ET I SCHEDULE ON SHEET 11 FOR BIA19 FOR (6063-TIS)CONT. BLPDEa & ' ON SHEEP 19� 1/2' 11 FOR MADE(DAND �� &�n OM SHEET 19 FIX2 ALUM.CLOSER 1_r 19 FUR (LOCATE AT ' f3ADE5O& PLATE(LOCATE 112 \ BLADES�& EITHER SIDE AT EITHERSIDE MIN. OF 5Q) 1/2'MIN. OF(D) I 46 USE 1'OR 2'MAX. 10x1 2 S.M.S. #10x1/2'S.M.S. (AS APPLICABLt7x2"X1/8'x0'-2' I () / ® 16"O.C. ALUMINUM CUP ANGLE I ®16"O.C. %0@ 4 (6063-T6 ALLOY)AT MIDHEIGHT4 (2)1/d 01TAPCONS ANCHOORS TOSEE DETAIL X F° WALL AT 1"O.C. (LOCATE ATSIDE CONNECTION 1 OR EITHER SIDE OFQd) 1 OR SEE DEFAIL X FOR TO TRACKSSIDE CONNECTION 6+ SEE DETAIL X FO 4a • TO TRACKS . ©m®°" OmOm °• 510E CONNECDON 'O78Q 1D 7 ma °•®m ID•®a •0TO TRACKS•0m0.0m ©•p•©�©•p-®m 6.0.©m©.p.®m ©•O•©m©•07'®m ©'OO •©m©•O•®� ©•®m am ema• ®•0m0•®m®-®m ®•®w©'®�O+©® e. aw9: 5m ®•® ®•O O ®m ®•®m®'®m0•®m0•® O•®m®•®m0.0�0•® O O 0m®•� ®•® p.®mp•®m®•®m®•® END CONNECTION DETAILQ) END CONNECTION DETAIL 20 END CONNECTION DETAIL 0 END CONNECTION-DETAIL •F REQUIRED ONLY FOR SPANS GREATER THAN 1Y-0" POURED CONCRETE OR ———— Z EXISTING GLASS REQUICONCRETE BLOCK WALL GLASS Ji 4 RED _� SEPARATION Q7 7/2"S.M. � t3IJA_,-_- MIN-IN GLASS(SFE ® 16" .C. MN SEPARATION Y b L------ __- 9-1 1SCHEDULE ON—I FOR eADEm CONC ETE 1/2'MIN. TO(LASS SEE D 6 OR®OR�OR ON SHEET 19 FOR ANCHOR® - HERM ON SHEET i1 FOR BLADE� q..CR BLADES(11)& 12'O.C. rJ N SHEET 19 FORDES�& 4 '-- ----"- OR OR i OR 1 EQ 'MIN.----- EO OR H OR0OR 2"MIN. A SEE umrrmoNS OF USE FOR Y 5 SLADE(DON SHEET 19 �OR OR(qOR(3OR(g VIEW �W_ R PLAN DETAIL X 1 OR ' ©m®m©.gym® 10•®m POURED CONCRETE OR \�' END TION CONCRETE BLOCK WALLREQUIRED ©'O•®m©•O•®m 1 OR HV WINDOW BLADE INTO 10m®^a©•®®®.®m . p.®m0.®m®.®m ®•®m®,®m®•O CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5080•®m®®m®®mom END CONNECTION DETAIL @ °®® FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone h"1111, ®2015 EASTERN METAL SUPPLY,INC. ¢ BERTHA HVTM 2To L S.® ® Accordion Shutter System �:® ewe. KV UADE#1 W/OR W/o RV.WM WW BLADE Z� /f�;'14'� American Shutter Systems IEV.N DESCRIPTON DATE DRAWN BY; M.L. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATE OF 6355 N.W.38th.St.,Ste.30.5,VIRCDCA GAFOFNS,FLOROA 331 ��--� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ,C'•., ORI ..�� .�� a-mail:Ulta..a.d.eam West Palm Beach, FL 33407 3 lL`�+S. ..f. E�����NN�\ WALTER -0000A. LN1Jr.P.E. d 15-085 1�7j NAL ,tT FWRIOA U..0 44167 5 SHEET P.E. 1`IC�91'ATfUURE/DATE 6 10 OF 20 SCHEDULE Al SCHEDULE 42 SCHEDULE3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" [MUM SHUTTER SPAN*"L+" 0 S• (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTA ATION EGEND -� CENTERMATES.® &®or or INSTALLATIONS W/ R (,y CONCRETE & (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or®or or & 8c)WI ONE HV LOCKS MANSORY WOOD pOSITNE A.S.D. DESIGN PRESSURE RAZING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or 0r L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV "f" W/ No LOCKING RODSORW/ NO LOCKING WALL A, 8, C, D, E. M, N. 0, P, Q, AS.D. DESIGN PRESSURE RATING. ® ® / ® ODS MOUNTING F,'K & L R. S, & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING 1@ (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.1'I' SHEET 7) FLOOR/CEILING G H. I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. AS.D�D6iCTI AS"0N"DESiGl1ON A.S.D.®GN N INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEUNG PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE. PA11NC RAIINC & RATING FLOOR/C11UNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, ( ) MOUNTINGBOOR/CEILING MOUNTING ('-'- OR MGUNRNc DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. (+aR-) FLoFLOORAt1. 0 MAXIMUM SHURER SPAN "L+"OR "L_" •L FOR L+ (R) L-(R) L+ (10 L-(R) L+ (R) L-(0) L+ (R) L-(n) INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0' 30 16'-0" 16'-0" 30 16'-0" 16•-O" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DEFERMINm SPAN BETWEEN "L+`AND "L- 35 14'-10' 14'-_10" 15'-2' 16'-0' 35 14•-10" 14'-10" 35 15-2" 16•-10• 40 13'-1.0" 13'-10" 14'-2" 15'-2• 40 13'-10" 13•-10- 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 d3'-113'-1' 13'-4- 14•-3- 45 13'-1' 13'-1•' 45 13'-4" 14'-3" 1' HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-8" 13•-7' 50 12'-5° 12'-5" 50 12'-3' 13•-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSW/FLOOR/CELING MOUNTINGS: 55 tt'-10" 12'-1- 12'-11' 55 11•-10" 11'-10" 55 11'-1' 11•-11" SFEALI.BE AS INDICATED ON MANDATORY CONDITION �2FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-7" 12'-4" 60 1l'-4" 11'-4" 60 10'-2" 10'-11" NOTE#5,SHEET 5. RATING: 65 t0•-10- 11'-1" 11'-11" 65 10"-10" 10'-10" 65 9'-6" 10'-1" DETERMINE,Lt+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10'-9" 11'-5' 70 10'-6" 10'-6" 70 8'-9" 9-4' y L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-i' 10'-4' 11•-1' 75 10•-1' 10'-1' 75 - W-9• t 1 E X(2PT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 W-10' 10'-O- 10'-9 80 9'-10' 9'-10" "L-"AND MAXIMUM A.S.D.OESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6° 9'-6" 9'-9' 10'-$" 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 91-3" 9'-5' 10'-1' 90 9'-3• 9•-J" SHALL BE LIMITED,AS FOLLOWS: DETERMINE 95 W-0" 8'-9' 9'-2' 9'-10" 95 9'-0" I- CONNECTIONS TO KEYSTONE MOUNTING Lt-= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-4' 9'-0' 9'-7- 100 8'-9° 8'-4' LIMITED TO +64,-72 L2-=MAX.P.s.f. AND 8'-0"SPAN, SEE L2- MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7° 7'-11" 8'-9' 9'-4" 105 8'-7" 7'-11' 110 W-4" T-7" W-7' 9'-2' 110 8'-4" 7'-7` FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -2 115 B•-2' 7•-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 2t+',"L2+", "L1-'AND "L2-- 120 W-0' 6'-11' 8'-2' 8'-9' 120 8'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM =4a0" 6'-8- 8'-0' 8'-5" 125 7'-10' 6'-8° ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 730 7'-8" 6'-5' 7'-10' 8'-1' 130 7'-8` 6'-5" WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7- 6'-2" 7'-9" Y-9" 135 7'-7" 6'-2' MINIMUM SPACING. 140 7'-5' 5•-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 7'-2° 5'-.7" 7'-4' 7'-0" 150 7'-2" 5'-7- 155 7'-0' 7-5• 7'-2• 6•-8" 155 7'-0• 5•-3' 1 THRU 3 " 160 6'-11" 6'-2• 7'-1" 6'-7" 160 W-11' 5'-2- 165 6'-10' S'-1" 7'-0' 6'-4' 165 W-10° 5'-i' 170 W-9' 4'-11° 6'-11' 6'-2" 170 6'-9" C-11" 175 6'-7" 4'-9" 6'-9" 6•-0°. 175 6'-7" 4'-9• ® �" BLADE. 180 6'-1i' 4'-8" 6'-8' 5'-10° 180 6',-6" 4•-8° & I C 185 6'-5' 4'-6' 6'-7• 5'-8' 185 6'-5" 4'-6' I 190 6'-4" 6'-6• 5•-6' 190 6'-4" 4'-5" 195 5-3- 4'-3' 6-57 5'-5' 195 6'-3" 4•-3" 200 6'-2' 1 4'-2" 6'-4- 5'-3" 200 6'-2" 4'-2" 205 W-1' V-1" 6'-3' s•-1' 205 5-1' 4'-1" FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. ,\\\111HIINIIIIIg BERTHA HVTm Accordion Shutter System 1� ECO ..�. A® MOM1�m Kv MAN#1 w/OR w/o H.v w1rIDOW Is etTc American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:maxY. G. TILLR TESTING & ENGINEERING COMPANY Association. 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SCHEDULE FOR A GIVEN MAX. SHUF(ER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MOUNTING$E�G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: mm MOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.V.-3 ksl uwAw OE WALL SILL MOUNTING ©CEIUNG MOUNTING O FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEG(Min.Pc=3 Its)) SPAN ANCHORS SO IN. E.END - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) (10 "Um NaMOUME P(ttl4RE RMG DESIGN HEYM INC .6ESBN MOVE PMESSIM RUM -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_(Min.f'c-2 ksi) 30 40 60 75 90 120 160 205 30 40 60 75 9 120 0 205 30 40 60 75190112011601205 TAPCON OR -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 f0 9 8 ti 6 55 14 12 10 9 8 6 B T4 12 70 s 8 8 6 6 THREADFORM TECHNOLOGY 3•-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 B 6 14 12 10 9 8 B 8 B (Mirl.f'c=3 ksi) DR 14 12 10 9 8 B 6 6 14 12 10 B e 8 6 0 14 12 10 9 8 8 6 5 �-POINTS SOLID-SET 14 12 f0 9 8 B 8 7 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 BLUE TAP W/CAP NOTES: 14 12 10 B a IT 65 7 14 12 10. 9 8 8 a 6 ,4 12 10 8 8 6 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ la 12 10 B 8 8 6 6 ih 12 10 9 8 8 6 6 14 12 70 9 8 8 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2"_ 4 14 12 10 9 8 B 6 4 14 12 10 9 8 8 6 4b 14 12 10 9 8 6 .4 3.6 14 12 10 9 B 8 6 4S 14 12 10 B e B 6 6S 14 12 10 9 8 8 6 4S A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL B['7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 74 12 t0 9 75 55 35 - 14 12 10 9 e e 8 5 14 t2 t0 9 0. 7 5S 4 O sEE UMIrgTI0N5 OF USE Foe IMO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO IXISr,AND BLADE a ON SHEEP f9 1'MINIMUM FOR WALLS WITH NO STUCCO. 5•-0' 14 12 10 9 8 El 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4S Q 14 1z 10 9. 6 7 4 --14 12 to 9 8 6S 5 3.5114112 10 8 85 5 35 3 A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 B 8 75 4.5 - 14 12 10 9 8 8 6 4.5114 12 10 9 8 B 4.5 3.75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON ,4 12 BS 7S 85 4.5 - - 14 12 l0 9 e 75 55 4 14 12 10 9 8 6 45 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON-VINYL SIDING OR EFS WITH OR WITHOUT'METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" 14 12 10 9 8 8 6 - 14 12 10 9 8 a 6 5 14 12 70 9 8 6.5 '5 3S IN ON INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 8.S 7 55 4 3 14 12 8 66 55 4 3 - B TO EXISTING CONCRETE BLOCK: 14 12 10 8 8 6 - - 14 12 10 9 8 8S 5 .75 14 12 70 85 8 5 4 - C) (ASTM C-90) 14 12 8 6.515.5 3 - 14 12 10 B 8 6S 45 35 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECFINOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEC. 7'-0' 14 12#10 9 B S - - 14 12 10 9 8 7 5 4 14 12 10 9 75 5b 4 3 - 1/4'0 x-3/4'ALL POINTS SOUR-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 18 85 4 - - 14 12 9 75 a 4.5 3.5 - 14 10.5 7 5b 4.5 3.5 - -1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 1 &5 7 4 - 14 12 10 9 75 5S 4 - 14 12 9 7 7S 43 - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5.514.5 - - 14 72 ,0 9 7S 55 4 - 14 12 9 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0' 14 12 10 9 8 65 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5'35 - NOTES: 14 12 B8 7 SS 3 - - 14 12 8 6.S 55 4 3 - 25 BS 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON„BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 4 t2 s5 7S e - - 14 12 9.5 8 e5 - - 14 12 8 6 6.5 a - WTIH ADVANCED THREWFORM TECHNOLOGY ANCHORS IS 1". 3 9.5 85 5 35 - - 14 72 To 8 5 - 14 12 8 fi5 5 4 9._O" 12 10 - - - 14 12 f0 B 7.5 4.6 - - 14 12 857 SS 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SFMLL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 4 11.5 7.5 - - - f4 tt 7 6S S 3S - - 11 a 6b 45 3,5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 a116.54Z - - - 14 12 &5 7 5.5 4 - - 14 IO.fi 7 55 6 4S - - IXISr,AND 1"MINIMUM FOR WADS WITH NO STUCCO. 11.5 8.515.51 - 14 12 9 7 6 4.5 - - 14 11 7 5S 4S 31 - 10'-O' 14 12 10 - - - fa 72 l0 a 65 5 - - fa 12 8 s 5 4 - - 0.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 - - 13 9.5 65 5 4 3 - - l0 75 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 - 14 115 9. 6 5 4 - - 2S 9S 6 5 4 4 - NOTES 6.1)&82)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 65 5.5 4 - 13 10 6S 5 4 3 - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11•-0" 14 12 10 - - - 1+ 12 9 7 6 4,5"- - 14 105 7 SS 4S 35 - - 2S 9S 5 - 12 9 8 4.5 4 3 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 tOb 7 5.5 45 - - - 1.5&5 SS 4.5 75 _ _ D SEE SCHEDULE BELOW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 45 - - 14 15 75 6 5 - 12 9 6 AS 4 14 12 10 - - - - - 14 12 a fi.5 9S - - - 13 ,0 65 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 85 45 - - - - - I I 8 5S 4 3S - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 73.5 95 6 - 13 9S 65 5 4 - 0.5 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 5S 4.5 - 11 8.5 55 45 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13•-0'14 /2 - - - - - - 14 11S 7.5 6 5 - - - 1z s 6 45 4 - - - FACTOR OS 8 - - - - - - 10 75 5 4 3 - - - 7.5 5.5 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER,t 2S e5 - - - - - - 12 s s as 4 - - - s5 7 s 4 - - - - EDGE TAPCON ALL POINT SOLID SET BWE TAP W/CAP 8 6 - - - - - - 13 s5 65 5 - - - - O5 75 5 a - - - - ' }��/ BLADE �R DICTANCE THREADFORM TECHNOLOGY Mm.SPACING 14 105 7 55 - - - - 11 B.5 5.5 4S - - - - E.D. MIN.SPACING=3" MIN. SPACING=3' MIN.SPACING=3 1/2' MIN.SPACING =3' 3 3/4' 4' 10 75 - - - - - - 9 7 AS 35 - - - - 7 5 3b 3 - - - - FIV B D W POURED CONCRETE& P011Fim COBE CONCRETE MOCK POURED CONCRETE& POURED CONCRETE&pp1p OQlCt3lE CONCRETE HOOK 15 8 - - - - - - 11 8 5.5 45 - - - - 9 B5 45 - - - - - HV WINDOW CONCRETE ED.�?CK WL F.0."3 1/2'MN.E0.=21/T CMHCED BLOCllrK CONCRETE K TILL Fd,3 1/Y MN FA"2 1/Y 12 9 6 - - - - - 95 7 45 - - - - - 3' 9.0 090 1.0 0.78 1.0 0.84 LO 15'-0' 14 - - - - - - - 3.5 10 65 - - - - - 05 a 5 - - - - - BLADE WORKING z 3 0.61 1.0 - 0.67 1.0 9 _ - _ _ _ _ 6.5 5 3 _ _ _ _ IN UNISON* _ - _ 10 - - 0.5 8 5 - 85 6 4 2' - 0.71 - - 0.51 7 - - - - - - 1.5 8.5 5b - - - - - 9 6S 46 - - - - - 1 3/4" - 0.99 - - - 0,43 16'-D" 25 95 6 _ _ _ _ - 10 75 5 - - - - - _ 8 B 8 4 - 8 45 3 1 1 2 0.35 p.35 95 7 5 - - - - - 4e 4 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. J �p rENSF''9 ' BERTHA HVTM 1 ® Accordion Shutter System _ °■c• ® ■ ■ ® H.v BLADE#1 W/OR W/O RV W NDOW MADE American Shutter stems TILLIT TESTING & ENGINEERING COMPANY nc EV.N DESCRIPTION DATE DRAWN BY: M0/ ' STATE OF :�` 4755 N.W.36th.SL.Sta 305,VIRGINIA CARDER%DARIDA 331Association. Inc. , OLD 11-192 4/1J/15 OATS 4/13/15 OR Ph-:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No �,�F ��,`��� c EDD®ES-006719 West Polm Beach, FL 33407 3 `SS1O N A\-��.``� WALTER A TILLIT Jr.RE 4 15-055 P.E.zj�E'At I��VATURE/DATE F1owaA U.g 44167 s SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING Qn) S!`IJEDUI E FOR _e r.IVFM IUeX CHIfTTFR CPeM A.S;D DESIGN NEGATNE PRESSURE_RAT]N0 AND A CORRESPONDING MOU"NG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS I,J,K&L ON SHEET 7) POURED CONCRETE POUREM OONCR CONCRME,BIAgC I WADS OVER& 1 TRENCH J RAINGUARD MOUNTING K W f100R MOUNTING ANCHORS SPACING LEGEND MA WN Q ALL/ ©WALL/WALK OVER MOUNTING ftµ TAPCON OR ASS.DM NErNME PRESSURE RA79&bd A=DIS6M I9r+A11VE DESIGB 1IET79NE PRL5M MIND OdkU MM MOOM PRU ME RAIM TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 1 40 60 75 91 120 020.930 40 60 75 19011201160 205 30 40 160 175 1 90 120 160 205 THREADFORM TECHNOLOGY 14 72 10 9 B B 6 6 12 12 12 12 12 15&5 6.5 7 7 7 ALL POINTS SOLID-SET 3�-0" 14 12 10 9 8 B 8 6 12 72 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 74 12 10 0 8 B 6 B 12 12 12 12 05 B 6 45 7 7 '7 7 7 7 7 6.9 5 5 3 5 5 6 5 5 BLUE TAP 14 12 10 9 B 8 6 6 12 12 12 12 12 10 7.5 8 7 7 7 7 7 7 7 7 5 5 5 5 5 6 5 5 TAPPER+ 14 12 10 9 8 8 6 B 12 12 12 12 115 BS 65 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 B 8 6 6 12 12 12 12 12 9.5 7 5S 7 7 7 7 7 7 7 7 b 6 S 5 5 5 S 5 74 12 10 9 8 8 6 6 12 12 12 95 8 6 4S 35 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12 10 9 B 8 6 6 12 12 12 12 10 7.5 B.5 4 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 5 14 12 10 9 0 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5,-o` 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B B 8 6 12 12 9S 75 B 4.5 3S - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14. 12 10 9 8 8 6 6 12 12 12 95 8 6 4b - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 6` SEE ANCHOR 14 12 10 9, 8 8 6 6 12 12 115 9 7S 5.5 4 3 7 7 7 7 7 4.5 .5 - 5 5 5 5 5 4.5 a5 - SPECIFICATIONS 6.-0` 14 12 '0 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 9 ON SHEET 13 14 12 10 9 8 8 6 6 12 12 0 6 5 4 3 7 7 7 7 7 55 4 5 9 5 5 5 5 4 3 14 12 10 9 B 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 8 4.5 - 6 5 5 5 'S 5 4.5 - 14 12 10 9 B 0 6 6 12 12 10 8 e6 6 3.b - 7 7 7 6.5 6.5 4 5 5 5 5 5 4 3 7,-0' 14 12 10 9 8 8 6 5 12 12 12 05 7 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 S 5 5 14 12 10 9 B H 6 6 12 10 6S 5 4S 3 - 7 7 7 7 65 5. 3 5 5 5 5 5 5 35 3 ib 12 10 9 8 B 6 6 12 12 BS 7 55 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 ib 12 10 9 8 B 6 - 12 12 fly 7 55 4 3 - 7 7 7 55 45 3 - - 3 9 9 5 4.5 as - O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE 8.-0. 14 12 10 9 B 8 6 12 12 10.5 75 6 45 3.5 - 7 7 7 7 7 7 7 4 5 5 5' S. 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 .4.51 4 3 - - 7 7 7 7 5.5- 4 - - 5 5 5. 5 5 4 3 - SCHEDULE {/3, SHEET 11 14 12 10 H 8 B 6 - 12 71 7S 6 5 7 7 7 7.5 6 45 - 5 5 5 5 5 4.5 4 12 10 9 8 8 - 1211.517.518 3.5 - 7 7 65 5 4 6 6 6 5 4 3 01, 12 10 9 8 8 - - 12 12 9.5 65 55 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - 0S 8 5 4 3.5 - 7 7 7 8 5 35 - B 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 6.5 5 4.5 - 7 7 7 65 5.5 - 5 5 5 B 5 4 14 12 10 9 1 8 8 - 12 05 7 55 4S 35 - 7 7 SS 45 a5 - 5 5 5 45 35 - 10,-0`14 12 10 8 8 8 ^ - 12 11 8.5 6 b a5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 74 12 10 9 8 8 - 9.5 7 4S 3.5 3 7 7 7 5.5 4S - 5 5 5 5 45 35 74 72 10 9 1 8 8 - 12 9 6 5 4 7 7 7 6 15 5 5 4S 5 14 72 10 9 B 8 - 12 95 8 5 4 3 7 7 5 4 3 5 5 5 4 3S - 14 12 10 9 8 B - - 12 10 7 55 4.5,3.5 - - 7 7 7 7 7 7 3S - 5 5 5 S S 5 5 4 /�\ ' o 14 12 10 9 8 8 - - eS 6S 4 4 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - I "1 , y� BLADE ONLY 14 12 10 9 8 8 - - 11 8 5S 4 - - - - 7 7 7 5.5 4S - - - 5 5 5 6 45 - - - ` 'J � 1 14 12 tO 9 8 15 85 &5 46 3.5 - 7 7 4S 3.5 - 5 5 4.5 35 3 12•-0`14 12 10 B e - - ^ 12 95 65 5 4 3 - - 7 7 7 7 7 e 3 - 5 5 5 5 5 5 4S 3S 14 12 10 9 8 8 8 4 3 7 7 55 4.5 14 12 10 9 8 - 10 7.65 4 7 7 B 5 5 5 5 5 4 1.4 12 10 8 8 - 05 8 5 4 3.5 - 7 BS 4S 35 5 5 45 3S 3 14 12 10 9 8 - - - 15 i B 45 35 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 3S 74 12 10 9 B 7 5S 35 3 7 7 S 4 3 5 5 B 4 3 14 72 70 9 B _ - - 9 7 45 .73 - - - 7 7 SS 45 - - _ - 5 5 5 45 4 - - 14 12 10 9 - - - - 10 75 5 4 3 7 B 4 3 5 5 4 3 14 12 10 9 - - - - OS 8 55 4 3S - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 72 10 9 - BS 5 3 7 7 5 3.5 - 5 5 5 4 1M1 12 10 8 - BS.6.5 4 7 7 5 4 5 5 5 4 - _ _ _ _ _ _ _ _ _ _ _ _ _ - 14 12 70 - 9 7 4S a5 3 7 5.5 35 - 5 5 35 3 1$-0`74 12 10 - - - - - 10 75 5 J3 - - - 7 7 7 7 7 3S - - 5 5 5 5 5 5 4 3 14 12 10 - 8 45 3 7 7 A58 5 4514 12 10 - - _ _ - B 6 4 _ - 7 7 5 - - 5 5 514 1210 - BS 65 4 7 5.5 3.5 - 5 5 3514 12 10 - - - - - 95 7 45 - - 7 7 7 7 6 3 - - 5 5 5 5 545 3S14 12 10 - 8 45 3 7 &5 46 b 4 14 12 10 - - - - 7.5 5.5 .75 - - 7 7 4.5 - - - - - 5 6 4.6 - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .o",W,A. TJ"``''�G ©2015 FAsym METAL SUPPLY,INC. BERTHA HVTm .• Accordion Shutter System � f L �_COa1c. 7 Hv BADE#1 w/OR w/o Hv YNNDOM/aaoE American Shutter Systems REV.M DESCRI710H DATE I DRAWN SY: M.L x o; TILLIT TESTING & ENGINEERING COMPANY Z STATE OF 6355 N.W.36th.SL,Ste.303.VIRGM OARDE115.FIORIOA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 O P Phone:(305)871-,530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING No �,�4c+�1•, RID �Q,\\� m 11:MI.-tDool.wm West Palm Beach, FL 33407 3 ®-0008719 4 15-085 ONAL��G````� rwOREDAau s aa, E 5 SHEET P.E. SEAL`�SIONA T011 /DATE 6 14 OF 20