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HomeMy WebLinkAboutProduct Approval (2) 1/13/2020 Florida Building Code Online =-1 ':.. M-1.7 v (( y•�(� SCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts E Publications ? Contact Us ` BCIS Site Map Links Search j F IVfidd -a`Product Approval �1 i USER:Public User 'MZ, Product Approval Menu>Product or Agplication Search>Agplication Lis[>Application Detail FL# FL389-R9 Application Type Revision Code Version 2017 Application Status Approved - - Comments - - - - - - - - - — Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. a Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 1/13/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# 'Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade s Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ)-Drwg 17-108 and bottom)for storm protection - --.- -- - - -- - . -1-Limits of=Use=� Approved for use in HVHZ: No I FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes ;! 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant: Yes Verified By: American Test Lab of South Florida,Inc. j Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 1 HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 j i 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 sheet 5 for other spans and ASD pressures. ........................._.................................... --..........._............._..............-..._.._._.................................._....--..... -................ .._...... ....-- ..._.._.._..._......_.-__ .... —._....__...._...._._._ ... ... - 389.2 Bertha HV Accordion Shutter-Blade 1 i Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ) Drwg 17-107 and bottom) for storm protection ..........................._.._..__.........._..-.................._._.s-._...__...__...._...............- ....._.....----.......-.............. ........ --= -.................._..........._ ..--..............._._.._._...-_.._._..-_.._.............-.--._._._..........................._._... Limits of Use 'Installation Instructions i Approved for use in HVHZ: No 1 FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,• Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes s SYSTEM.PDF Design Pressure: N/A i Verified By: American Test Lab of South Florida,Inc. 1 Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes jnegative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVl blade,8'-0"for+64, -72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f. for metals I INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions j Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida,Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for I Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 1 Evaluation Reports and 28 respectively I FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF L Created by Independent Third Party: Yes -� S$:45.:K iI L:Xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Staternept::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: https://floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 r 'GENERAL NOTES: II 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 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NO1I BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USINGirCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. (II IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS ALRE4 1: HV BLADES()& 11�A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON 14' is P.E.O..AS TESTED.WERE NOT OVER STRESSED,A 33 9.INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO.I.60 WAS'USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 84 ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOWBLADE & WINDOW DETAIL -HV SLADE0 #0214.01-03,$0715.01-03,#1004.01-05.1#214.01-65,#0317.02-06.#0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLAdE 1 AND HV WINDOW BLADE AND E-1996 STANDARDS (MISSILE LEVEL b.(VINO ZONES 1,12't&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEa , I -HV WINDOW BLADE Q 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE.LEVEL D.WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 qI INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.HV BLADE()AND HV WINDOW BLADE 'C9 ARE ENGINEEREUjTO¢¢)WORK IN UNISON WITH EACH'OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES$KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'.AND#140.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND!180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTH.HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEEITERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATIDN.PINS MUST BEAR THE HY MARKING ON THEIR HEAD. II END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 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 ksi AND 35.7 ksi FOR MAXIMUM SPAN TABLES SHEET 11 4CY( 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES'„OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi TAN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLDRIOA BUILDING CODE SECTION 241 T.3.3.4. II ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6,BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 1316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV 81LADE(D:12.13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 NV'BLADE(+�&10. WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A V.S. PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'459,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 8i X,WOOD SHEET 18 METAL SUPPLY,INC. 1,! � 9.IT SHALL BE THE RESPONSISIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE,CONTRACTOR TO SEAL/CAULH AREA 3: HV WINDOW BLADE \IW ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENINGIN CONTINUOUS CONTACT WITH THE BUILDING TO PREVEM WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLAOJWITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD /� CENTERMATES AND ENGAGE CR LOCK ALL M!AND HO LOCK5.1 1,1 AREA 4' HV WINDOW BLADE l N 7 ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM' 11 S INSTALLATION SHALT:COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AI4D ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ({I 13. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND!.DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT:i.e.WHERE THE 56£CONDf51014S DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURO}1ASE 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. (c)THIS P.E.D.WILL 0E CONSIDERED INVALID I'ALTERED BY A �MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA F. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA!REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEERI OF!RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.C.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I& (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. )! Li+�'r"" R., _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: V2017 TILTECO,INC 02017 EASTERN METAL SUPPLY, INC. r =Fc BERTHA HVTMA■a7.��71rM■ Accordion Shutter System 1 L8 i N c. l-Lv. BLADE#1 w/OR w/o Itv. WPaaow BADE American Shutter Systems ry,N DESCRIPTION DATE DRAWN BY: LC. i gJ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-065o7/27/17DATE: / 07 27 17 \\ U555 fl.%V.361k St..Ste.3D5,VIRGLIM GARODIS.FLCRk'A 331 Phone:(305)871-1530,Fcx:(305)871-IS31 4268 Westroods Drive 2 DRAWING Pio ,'' 1118 a-mall:IIIICCCCICOI,CPm West Palm Beach, FL 33407 3 t�Y�(�},6 tQ 41 Ee-0006719 4 17-120 T ^' SION H6.4� r11 WALTER A.TILLIT Jr.P.E. P.E.~!�rALTf7/S1tFxS1A1URE/DATE FLORIDA Lc.®;41E7 s SHEET 6 1 OF 20 ' I I i 1� 41 ' , / [ �i | ' ; ^ |' t i (i t 7tS .745" 2291" 1/a 1paif2� I/i p q.3� F1AT ttEFO T TNREf9E0 rNDU N6 EtuV0. 1/4•- -� 2.243" ' o S.S.M.$. ` BAKED Ff!NTED 2tl I p' TREADED ^DIE PAST i I RA7 Oi I : t .• n'' I 316 ^i . � m� BAKED Pf!Nik�D I. i• m7 I o. I • •gym°(-DE t t { +1111 ve UI EGRESS TURN �j mI<Y L i KNOB. 'I:ob, .082" p�'—'_: '• ! 4'.I . -� ,t,J y�j' • !_eai5s CYLIND?R `�BR/55 c-LATE I `�5�"(I.u7 I • Y F L KLY$(ChRDvE {fjiRWE tATfO} 1; CE MA i `sis ° m.I PLATED) QUALIFIE "FOR USE Wf Hv 'LA tt SA",ONLY �l (,221 HV FLOATING, C ` 4 oF.! ``��!,.='=z5-+ - �L-- — f1�d HV LOCK (g HV EGRESS LOCK 063-T6 ALLOY AN .MPER OUkTIAIED FOR USE W/ HV BLADE U1;& IA gYIY '�;iL 3.Og_�,_ !.875- QUALIFIED FOR USE Yrj HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER (~; BLADE�7,)& <1 Al ONLY. BLADE '& pA ONLY. 2 . HV CORNER CENTERMaE T QUALIFIED FOR USE W/ HV SLADE(�1 ONLY .-.250'O.D. 2.874" 6063-76 ALLOY AND TEMPERPlASAc READ So- 2.074.016" _32 MOLDEDCP.E11 9". 1.7$3.. ( vl1l`"' RI I f}— I I ( ry !'I .360" AFTER RWETIN^ .p6j, o �( c .825 J C; .BEFORE RWETING T ° 1/4F0-20 x 3/4„ S.S. THUMBSCREW 14"0-20 RIVNUT* *SERIES St44 ALUTANUM(2024-T3 ALLOY)LARGE FLANGE THIN ( 2.750' I LD' T ; J "' t. SHEET _ •S k RED BY AVDE4 I CN' Y SE1TpRN,PAR4IPFF.Kt',NEW'JERSEY D?" R ECVAL PLAN FRONT ELEVATION 4.566" i .{2$ HY MALE "T"' LOCK CENTERMATE 27` LOCKER FOR "T" LOCK CENTERMATE !r QUALIFIED FOR USE :9/ HV BLADE(i oN v (25 HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK p HV ALTERNATIVE LOCK yf QUALIFIED FOR USE Wf HV BLADE(�t)ONLY 6063•-T6 ALLOY ANO TEMPER '-� QUALIFIED FOR USE W/ HV BLADE'1'ONLY QUALIFIED FOR USE QUALIFIED FOR USE Wf HV -i W/HV BLADE C'ONLY. BLADE�)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE 1. 17I 1.417" I 3.161 ,$T,'LI_ ?:030 I {r--�{�:i�Q��� �,•..-� '-THUMBTUR N 0.53" ! �' .063 -�` ( t I i CYLINDER OR 82' .214" `Ilf/" KEY CYLINDER rv� i t .545' �) 0.875"Mie. 1 .725'Mor. '31' DCN MAT O CK! G O f33 HD CENTERMATE W/ C_ OCKIING ROD � � � Q°a Q�ry �✓ QUALIFIED FOR USE W/ HV BLADE(t)& A) ' QUALIFIED FOR.USE V!/ HV BLADE L7.& MAi 6063-T6 ALLOY AND TEMPER 1,33; HD CENTERMATE'S INSERT 'ED4 of 6063-T6 ALLOY alio TEMPER i� , mI I 1 yAR1ES. 12LMIr1. QUALIFIED FOR USE W/ HV GLADE w&11 A? of ^J:'P-2D ss.OR 3j8'<»t8 ! t„T3" 6063-T6 ALLOY AND TEMPER .. i THU...BTURN ' CE"itiViaBSCREWS. i _ 1 }I/2" (} & ^' '-rDYLINDE j (SEE OETAM15) i i— t (TO _ I ` 0`n KEY m� ___ r�16 t �i1S' I •^ / ._—,__.�� 11 57 Min I CYLI\DER .. ry LOCKING ROD LZ HO LOF QUALI IED FOR USE W/ H SLADEt_ i. ' 7i HV 1 4" 0—?—Q AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK 60LT LOCK- 063-T6 ALLOY ANO EMPER i +3 HV 3/8"0-16 ACETAL /—.—� THUMBSCREWS ERIES S.S. THUMBSCREWS OUALIFIED FOR USE m/ HV BLADE t7 ii& DRILLED L TRA V1LL DIRE n 7fi6" HOLE `I QUALIFIED FOR USE W/ HV BLADE:IJ DRILLED A: TRACK R PROPER EMBEDMENT 0 AL.IFIED FOR CYrla a}',I. HV 8 E(� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, M2017 TILTECO•INC. 02017 EASTERN METAL SUPPLY, INC. A, �cN �,��- _ BERTHA HV, / m Ego TN Accordion Shutter System l; ■ ■ ■ ■ H.V. RADE#1 W/OR W/0 H.V_WINDOW SLADE d' /' � American Shutter Systems REV.N DESCRIPTION DATE ORA TILLIT TESTING k ENGINEERING COMPANYDRAWN BY: LC ' STAOF " S3,•,5 N.ls.34,30.st.,s,e.3u5,wRcuw GARDENS.FLCPtni 531 Association, Inc. 1 OLD 15-085 7/27/17 oAm 07/27/17 o` Phone 1('305)871-15`0.Fm:(306)871-1531 4268 Westroads Drive x t :�,P,hy�'•.�''(O�ID1T, tGV''t41 a-man:VIt—Ced.Fam West Palm Beach, FL 33407 3 DRAWING No i EB-0036719 17 107 V "'• � (T7 tVa!_TE A.TILUT J,R.E. t p T tl' FLORIDA U.. 41167 5 SHEET P.E. taE#LA�I'�hA pllle%DATE B 3 OF 20 } I. SHUTTER ASSEMBLY SCHEDULE FOR H (1), HV A vCE -(3 TO BLADE tl:p .0625" (D I HV BLADE 1 V EIGE F-r Ift'WINDOW BLADE SLADE HV BLADE 1A .06srcnor .0 @ HV LONG RECESSED NYLON BUSHING EILADE*S KNUCKLE .I "p DPENIN I 0625 Y 39 nol;`6 (TYP) z 0.06zs -4i- * HV SHORT RECESSED NYLON BUSHING IT I 40 HV NYLON HAT WASHER eOLApa- RI.790O' 3 50" @ OR (a i - HV WHEEL CARRIAGE AISI 302-303 SERfE*S 4i? Z 02875 X Ll —/,44)i 0.$70"x3/16" THICK NYLON WHEEL. _r_ 2 7/8-M HV WINDOW CLEAR 0,188"O AISI 302 SERIES S.S. RIVETS SEPARATIO 02.00 BETWEEN BLADE HV 1 3/4" ACCORDION PIN W1 #8 HEAD 0 :t 5'3/4 EXTERIOR PENINGS ON CENTERS'EF L .7bO0' -AD41 J14. -4; —1/4-1 HV 2 3/4" ACCORDION PIN W1 #8 HE 'q t 2 CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOWBETWEEN TYPICAL HV WINDOW BLADE AND APS 'POLYCARBONATE HV WINDOW DETAIL (DOR or EE NOTE FOR REQUIREMENTS) I (D OR POLYCARBONATE IMPACT RESISTANT HV WIND ON T1 I i II SAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SAPIC i 12'MM ClILEA CE HV PIN REQUIREMENTS AT EXTERIOR BLAQE KNUCKLE FOR TO 81-ADE 30 M INNOVATIVE PLASTIC LEXAN 103 REN 0RESINR HV nl HV 0 _; I (SEE NOTE -F" ON SHEET I (1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR(D POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. I�T�ICAL SHUTTER ASSEMBLY EXTERIOR APPLICISEX RESULT S. "M FftnRM SIMDARD HV PIN OR AT T R (2) HV PIN 0 MAY 13E OSEO IN LIEU OF (D AND ONLY AT EXT RIOR GLADE'S KNUCKLE.EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D O.D43 lb/i^* ..w BLADE WHEN CORRESPONDING TO INSTALLATION 7j (SEE NOTE "FOR 711.07S2 1 .04 7 REQUIREMENTS) FW*UM STIRMTe.AT IDZ ASTM M 12.5N. .,I (3) HV PIN OR W1 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, > SHEET 00 i i I I I 1KI`0,EQ Izoo 1250.+1250.+D236 W 17 N -CTEF�S, S=ARA 1. 16W 028,3 172 w ffEL CARRIAGE DETAIL �RSW EMRLY LAYOUT PAM of BUM= .0635 C-I CLASS C-1 cuss Ur I9lnl AM..92 1010'r 9BO T hrmow` Am G 5 +lirk llnlu. qSl.±A9102 ES-0 I'i:1HV BLADE SOLID & I—A) BY WINDOW BLADE DETAILS EI—E—.1.1 , N.T.S. A.TON, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 02017 TILTECO.INC. \�iz.rasI - Q2017 E;,tTERN METAL SUPPLY, INC. BERTHA HV7M 7 Vc��oim c A.S.S.A Accordion Shutter System ETV1 E KV. SLADE#1 W/OR w/o KV. WINDOW RAM TICCIT TESTING & ENGINEERING COMPAN American Shutter Systems REY.N� DESCRIPTION DATE DRAWN BY. L.C. Y Association, Inc. I OLD 15-085 07/271579M—07/77/17 .11, 6M5 NAY.MA St-Ste.=5.V.RQlx%C;kRV-%S.RCR�- 3316E 4268 Westroods Drive 2 %;at-, ......... Phono (205)871-1530,Fox:(305)a7l-1531 DRAWING No S Im Beach, FL 33407 3 We Po lm a—mcED —107 AIL 1 17 WALTER A.TUIT Jr.P.E. P.E. SEAL/`SIGNATURE/DATE FLORIDA Lk.j 44167 5 SHEET 6 4 OF 20 CJb..21 -6�5 04 - - 02 *NOTES ON HV LOCKS AND CENTERMATES • a C IIN rT -0 1. ppTORY CONbR10N#T: ONE HV LOCK-:a or @4 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12*AlIZ ORBLOCK 8%019 2.ClF SHUTTER SPAN 1.11 SPANS UP TO 105', AND FOR INSTALLATIONS AT ANY ELEVATION. MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21)OR _6TI P, k ELE 5 T T ES W/(2) 1/4"0—TO . 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPnONAL 90NDITION #j.IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV fs, 6211 LOCKS(Z,4 .qS OR q0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES fs I OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. F� LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. F i 3. OPnONAL CONDITIM #2 (VALID ONLY WHE RY CONDMON #1 OR LIMITED MMOATO 12 H.V. LOCKS) LOCKING RODS ARE NOT REQUIRED AT_tIURRICANE POSITION, BUT MAY 940 , 'Wo -MANCE. LOCKING RODS Q5 OR AN ALTERNATIVE DEVICE 11 E 113 IF M TO ENHANCE SHUTTER PERF MAY ALSO 13E USED AT STACKING POSITION (NON HURRICANE POSITION). 4. LOCK ZA SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN or 23 SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK, AND INSTALLATIONS AT ANY ELEVATION. HV L00 ATTACHED TO�4 CORNER CENTER ATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS JS AT Top& BoTTOLt SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. two �F1 i V It V _00 [IF MAXIMUM SHUTTER SPAN' SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST AI.TMNATE TO MANDATORY fQNnfnON 01 MN ID ONLY FOR HV SYMMETRICAl-CENTERMATES 0 ONE ALTERNATE HV LOCK Y6 MAY BE USED-IN LIEU OF HV LOCK 0o, FOR ANY SPAN AND T L?_�__ 'tONS L E AT ANY ELEVATION.AL FRNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO Cl)OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-200/4"ALUM. gz RWNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY coNpatoN #,3 FOR KEYSTONE MOUNTING INSTALLATIONS* ONE Kv LOCK�'or t�or I 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 it TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.KV LOCK ql'or'C�Or @ MAY BE USED AS AN INSIDE OR OIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END 1 U y YU I UTSM.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS dS W/;E6 OR 3�TOP AND'BOTTOM M IS COMPLETELY MANDATORY. D "I _S ON E ,HFIHS 10 18 rYP. RILL *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1. SECOND ALlEMMTE TO MANOATna D CENTERMATES CONDITION 01 VA ONLY FOR W'T-IOCK 0 AN CENTERMATE ONE ALTERNATE KV 'T'LOCK CC,MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR*$FOR ANY SPAN AND TE LOCK J6 OUTSIDE LC CK.AT ANY ELEVATION, AL*RNA _tAAY BE USED AS AN INSIDE OR 0 E L CK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKEW�Z7), AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE GO CONNECTED TO CENTERMATES @ AND Zg�W/ 1/4-0-20 x 1 T/2'LONG S.S. THREADED BOLT W/7/8'0 x 3/32' 100- Ot(t-1) 5, C W114GNUT OR W/ 1/4*0-20x1" S.S.M.S. INTO A I/4*0x 5/8"RtVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12 Q7j D7i @ MAXIMUM ABOVE AND BELOW MIGSPAN. USE OF TWO LOCKING RODS a'TOP AND BOTOM IS MANDATORY. 1:5)- 81-11 , CS)ulC7 8,-(C9)- @ *�M�,Qja LC)CE�IERIVIATES: CENTERMATES 1. 31 WZ 43 :ONE ALTERNATE HD LOCK I0 MAYBE' USED IN LIEU or LOCKS 124 OR M'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 64)MAY BE USED TYPICAL IT) BY BLADE SHUTTER ELEVATION W L — N.T.S. AS A14 INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK 641 TO�_il IS W/3#8.3/5-F.H. S.S.M.S,,AND INCLUDES REINFORCEMENT INSERT 33)AS SHOWN ON SECTIONS HDB-HW AND HOC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS::5 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurriccre ane V" 02017 EASTERN METAL SUPPLY. INC I' y ............ 02017 TILTECO.INC. (,E X B HVD., BERTHA Accordion Shutter System 7 T�_co ,�m- A.S.&A. KV. BLAX#1 W1 OR W10 KV. WINDOW BLADE �TL E • American Shutter Systems REV.No DESCRIPTION DATE DRAWN ey. L.C. TE F TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD I5-085 07/27/1r DATE, 07/27/17 Phone sus u.rr. 1(305)871-1530%rat:(305)87s.1-1531 4268 Westroods Drive 2 —DRAWING No —0:tnt.o.o.e.— West PoIrn Beach, FL 33407 3 s. E-0006719 17-107 'ONAL IVALTEAR' TILUr j,.,P.E. 4 ZU FLORIDA 44 67 5 SHEET S1AC7SxwxfU,,R"E,/DATE 6 5 OF 20 i • POURED CONCRETE ANCHORS s ) _ R r-- ^--(SEE SCHEDULE ON SHEET T3) i i ro i A�{ I Q �• EXISTING �•— 1 R Nic cusi aM 1 CONCRETE 't +SaitnU.E ON Sfr'1T J I !'(SEE S"-.NECULE M ' R£OUtREO : E -•+++rDR pADE 9AVD GIASS----I SRLT.T+) _-..._ ISTtNG RJNh T�}r • N Gtus t ' "E. SLAB IF O.w ! APPItCABLE E)(1- ': ALTERNATE-� i I r e + !I - L I ANCHOR f 15MGWSS-f I J - •'�— `J I t I (j r !• r / / cK LOCATION f I t J i• + #10x3/4'HEX WASHER HEAD 13 cR 1 5 �TEK SCRE)v5 Q 1T"O.C. r-• / /r / EDGE OF CRETE ANCHORS - 8' Y• +/ / IF i f i i •'7 1 (SEE SC14EDULE ON SHEET T3) /, !EO 'I.Ed / +; J APPLICABLE I f �•r ,+ + % � PGCE OF F.XISTiNG e s i+ f _..i + `++i '• r r f `i SLAB IF 'L D I EDGE CF �+ _ GLA55---i I' !AH IF i , %,.I I/ 1/2"' /i 1 1' EOCE OF I':,.�. �/ 1 APPLICABLE �' � i wz.SFPAwA*IW APPLICABLE ! S--£0---r- 0 /i s �SWB IF I.�_ ....._:_�_ POURED• APPUCAIIE "� - / FLAT HEAD CONCRETE ANCHORS TO GASS( F ,'•:' / POURED / !.-,—�E D.w CONCRETE u+.aE'r / ,, ./;�, : ., I+/! ''!`, CONCRETE ! REOTARED (5£E SCHEDULE ON SHEET 14) - s TLYe DIRE 0}xa r ` POURED--/ .r.'....-..,._�...=_F' REQUIRED /! tel sJW+9 DR 1 I CONCRETE / � C„_- ^--I /FLAT HEAD CONCRETE.ANCHORS T I REQUIRED �. D.• E.D.` (SEE SCHEDULE ON SHEET 141 ('11, TRENCH INSTALLATION V410 ONLY FOR UP TO +70, -75 PSF A.S.D. L�1)HV WALK—OVER INSTILLATION DESIGN PRESSURE RATING&FOR SPANS PER 4) HV CEILING INSTALLATION ' HV FLOOR INSTALLATION t SCHEDULE(/3, SHEET 11 EXLSnNO uxc 5a•.naxra+ '• CONCRETE ANCHORS r-----(i•F (SEE SCHEDULE C117 f , ro aus I '1 J iJi•0 71W 81l:ICDS 7AK0.V RM Cl s ---(5[E SHEET t5) xslxcEa MRFADTO•A Cl aH S+AII t*) $ i E%ISiING ..,f._-..�.. J -..-�_.. 'ITCHNOLALY OR 1/4-0 PMSRS I 1 jA• E%ISONG. I EXISTING-i GLASS--. -y- GLASS 1-UE Al ro CLASS ! FAS'TINERS TA•4ER4 noon W/ Aµ);• GLASS ": = `rt2T•_aNLTAIiE rn s4ccr+,) ..--___. sswPAROH m AS I 7 3l+JaN.DQw."o 6, , TSz 5*'pAC aH Si 1+) OC,FOR UP TO 6'-0'SPAN AAD 1/4' 4V_O•tr TO MPLY._' IIT 4 SEALWT AT E`4TIY FASTENER HEA: MAX. ? %, j�, ' {iYR){9TE er"JtE t a+i' L i j2• -( J SHEET i FOR Guwms 3 8 W + { E/'D r. i: t WASHER' HE%,E C.w l r p@68 I ) / CMA%. ' _..,....� i 5 1 ✓ ! j mH. METS H5CREH SeAD ,/ CCNi.SEAQ R -^y - + / a 12"O.C. 014x3/4" HEX HEAD..-J: �i"� `1 13/8'r/ i• t t e ( i I. T ,t-' TEK SCREWS 0 9'O.C- ' eDa3/4.5S NS CONCRETE ANCHORS f _f .� 3j $T4z3j4"5.0.5. t•t-- Imo 1/4'C-00 NVTS UH t/4"D-20 B.S.M.S. ..t I a 9'0.C. 1 t � ..- Maz. • ++� '• ''. 0 12`O.C. )vj NUTOO 9"O.C. I (SEE SCHEDULE ON 1 Y %--". j SHEET t4 j�jZi._,._._. - I ,/i'+r __ , '`� �0R I S I I Y± 1 12.03"MIN. �-WA11 TTRIN(TDECORATNE r %` 1/2 "•,�_I'J �R 18 S1 SAL) / , '• E.D. "1 ( 1 L 1 EDGE OF( -`` \ Y�bt D.C. U S.O.S. F. . MIN. SLAB i ' \ /t!Z1 7/B"�-1 7 8';1= A.PPLICABLE�"..:?�"�'.4., 1, ,y' • _ROOKED U7;+CRETE / / --CONCRETE ANCHORS SEE NOT£ 13(b) ,v REDUSTED rf t - 1;— •^E-0. �" POURED CONCRETE--y (SEE SCHECULE ON ON SHEEP 1 PO fonCRETE-' ON OTE I3(0) A y - // I- _._ £•p, r' _ OR CONCRETE BLOCY. SHEET ls) G Cor'RErRETe BLOCK �`j'KEYSTQNE MOUNTING INSTALLATION OPTIONAL-� POURED I (KJ HV WALL FLOOR INSTALLATION ,___z REQUIRED L WALK—OVER 7A ON I-IMON AS.D.OMEN PRESSUFE:♦64,-72 P,f CONCRETE" uAXIIMA StWMR SPAN 5'-0' R£OUIRED _ OJ HV RAINGUARD INSTALLATION t: : HM NOTSEE SP-t�_0!_eBNaT_lati-OF_jF T)QNa,,: w E.D.m£OGE.O;TA;tCE ADJACENT DJ CERANGE AllOVABLC OPERfR PERFORMED •.•HLADE•—.— I 1 THIS INSTALLATION SHALL BE SEE Prl MiTAnONS OF USE FOR _ fPICAL SHUTTER (SEE$I OR 5 ON SHEET 13) ��ON SHEET 19 INSTALLATION D ETA I L.S W,f 1.� H V B LA D E ASSEMBLY 7 2- MOUNTING SECTIONS CAN BE COMBINED 1 1 j'R A. (, -..,,_`^ FLORIDA BUILDING CODE L� IN ANY WAY TO SUIT ANY INSTALLATION. I 111 (Non High YE')OCTt}• ITUTTIGQTit' ZOTTC yQ 2017 EASTERN METAL SUPPLY, INC. y 92017 TILTECO,INC. ' 0 4 t���; �� -�- —' BERTHA HVTM * ill E C O �N�. Q■$■ ■Q■ Accordion Shatter System 'W KV R.ADE#1 W/OR W/0 H.V. WINDOW RADE TICCIT TESTING & ENGINEERING COMPANY American .Shutter Systema 1EV.No DESCRIPTION DATE DPAM Br; LC. fl ., yti• Association, Inc. t OLD 15-OHS 7/27/1 DATE: 07/27/17 8155 H.tY.36N.SL.Ste.305-WC-O+ROT.NS,ntaaA J316 y4 Phone (305)871.1530.Faz;(335)871»1531 t Pol W Beach, Drive DRAWING No rs ........... \ 11T a-maEB- Cra 6719 aLn West Palm Beach, FL 33437 s r V/� riAAreEe EH-T�067i9 17-107 f•'".. WALTER A. ILUT Jr,P.E. 4 FLORIDA Uc. 44167 P.E- SEAL/SIGNATURE/DAA 6 ET SH7OF 20 I t SEE END WALL CON S 0 ilFlEiTS 10 R181 —'11E NOTES ON LOCKING RODS KV LOCKS 6� I I EXISTING CLASS INSTALLATIONS W J) H AND ALTERNATE HV LOCK I&ON SHEET 5. SLADE SLACK DETAIL hVF 15 VALID FOR ALL FF I I /- BLADE WZ HV CENTERMATES CENTERMATES APPLICATION-11 SLADE(D I r — @ SEE END WALL-CONNECTION 010•& �30RQ»©oR --EXISTING GLASS DETAILS ON SHEETS 10 & ;moi @ @L-1 3 1/4" 7- 6 1/2- 2 (6063-T6 JALL.VYT ALUM. OSING AJIGLC Vl/(2) /4 1/2- OR I OPP SYMMETRYCAL 4FRCEOT,E, 0.6 1 ANCHORS TO Co CENTERMATES MATES (TOP/BO KIA) S.M.S. 0 12" CENTER MIN. SEP1,RATION LASS TO C (4)#10x1/2'S.M..$.7TTSTUSE! W/ H LOCK (�-4T or a-5,� W/ HV LOCK &,'cr-fe AT EACH ANGLE. P�C,FULL LENGHT. (SEE SCHEDULE ON SHEET 11) 5 5 P 1 I -—-—--- O—T /—01 gor N( i 5 i � ) Z-1 /2- 2.. 1/2- I. 1, f . 00 01 =06 T (�3 , HVB HVIC 00 HVA r-POURED CONCRETE OR 103-0-0 @-(3 @ —EXISTING GLASS CONCRETE BLOCK WALL @) 0 @-(D-0-@-!�f @-0 REOL�I�ED CAL F--IN--j 6 0 -0-@� k,,N RR '�CfR`I (9-0,@ CENTERMATES @.R@- •0 oR TO GLASS rJ (SEE SCHEDULE GLASSHa ET 11) TK)N� I ON 'SHE IJIN. SEIPARATION\ TO GLASS N EE qTICINAL /-7 0$'1 SCHEDULE (INTERIOR) SHEET 11) —-—-—-—- -—-—-—-—- ONCRET A NCHOPS& -V.Af 16'.,O.C, 305 2 03 V 20 6 1/2-MAXSLACK 01 F 667T (EXTERIOR) IVF** =OUT HVE A H V D 100111w, 'r,", "ir'la A- FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone', I ......�Nf,� SUPPLY, INC. 02017 T1LTECO, INC. (52017 EASTERN METAL -- BERTHA HVT. 3' Accordion Shutter System //7i7L Zc�o ,7- A,S,S,A. FLV. RAM#1 W/OR W/O H.V.vnnDaW MADE Arnericon Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY, L.C. TILUT TESTING & ENGINEERING COMPANY A I OLD 15-085 '37/27/j7 DATE., 07/27/17 ssoclotton, Inc. 8355 I, 36�h.St.Sl�305.�,R—CARVENS.Ft 331fif I,—: 47..68 Westroods Drive —2 DRAWING No x 0:Vit... West Palm Beach, FL -33407 ES-000671 9 701VAL VN ,""V it 17-107 WALTER A. NWT Jr.P.E. FLORIDA Lit,0 44167 5 SHEET P.E. SEAL/SIGNATURE/DA-IE 6 8 OF 20 ALTERNATE-INSTALLATION W/HV ?1" LOCK (EQ! HV MALE/FEMALE "T" LOCKS CENTERMATES �8 Tag & LOCKERS 2Z W/ nl HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 IS INSTALLATION rl) HV BLADE OUT o"S`­'*ct4s *BLADE Q SLACK GETAL lfVF.INDICATED ON SHEET IT. W/ HD CENTERMATES AS WELL AS JRNTASAL FLMPNG"' (DOEY.L FCD-WD INDICATED ON THIS SHEET,MAY EE USED WITH THIS ALTERNATE NSTA_LAVON OETNL H4 SHQVfN IN THIS SHEET. NNECTIQN— DETAILS ON 10, (OMJON ) (OPH7.1k) 1-03'Z�=CRETE & 12, ------------------- A i 3 T ------.T—F-, D.C.rML LENGHr. (4)JLV. A'W.111 I Fl 7N (4) IN /(9HV "T" MRS(TYP.) TO L&33 LOCK (INSIDE) ------A$k_ rN' f 5 2 Zia, L, �Z" 0 (3)IoRQ,2y OUT37 33—1 9j L( b--." 1/4" 0-20 x 1 1/2" S.S.M.S. (OPTIONAL) SEE NOTE 6 FOR W LOOK@. M-W/ 7/8"0 x 3/32" WINGNUT. (oPTi0,4)HDB-HVB OUT HDC-HOC -r'LOOK.ON SHEET S. (9HV "T" ;LOCK (OUTSIDE) 5 :ALHO --qENTERMATES SYMMETRICAL HO CENTERMATES MV Q* LOCK.(EXTERIOR) W/ Qi! LOCK (INTERIOR) t SER'Es UM HVG* (2024-T3�Oy)�REE F�10 TUT. SHEET Nu*�SERT,PAT,0320•e t-S VA ICTVRED BY ANDEL CHERRY W.91-N.PARS"'PON,NEW JERSEY 07054 OR EQ.'L Q-@- -0 0 (D SEE HDHES 0Y�­'C ROES Lw,s On-C.I 01 ­T'�T%ff'.G V__Q Ocn.,.�R'O M —0 FCR ALL.(NTER­HES-ILICAMNS..RME Q HDD-HVD FLOATING STACK R A. FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone' 6 C2017 TILTECO.INC. Q2017 EASTERN METAL SUPPLY, INC. HA HVT. BERT 0.4 Accordion Shutter System TLTE C 0 A.S,S,A. FLV. MADE#1 W/OR W/0 RV. WINDOW BLADE American Shutter Systems REV.W DESCRIPTION DATE DRAWN BY. L.C. TICCIT TESTING & ENGINEERING COMPANY. L OLD 15-085 CAM 07/27/17 .55 W%36U. S"St..305L 11AM..CARDVIS�FLOW,3..E Association, Inc. Ph— (305)8 71.1530.F-:(305)871-1531 4268 Westroods Drive 2 SjQ............Sy t —.11: West Polm Beach, FL 33407 3 —DRAWING No re-*DOO67"' — 17-107 WALTER A. THLUT J,P.E. 4 P.E. LORIDAU..#441V 5 SHEET .E. SEAL/SIGNATURE/DATIE,L. 6 9 OF 20 i j --"----••••--- POURED CONCRETEPOURED CONCRETE --POURED CONCRETE _.... /-iOURCD CONCRETE OR I - OR CONCRETE -_,_,_,_ OR CONCRETE •__ -OR CONCRETE .,.-,...�._.„...____. .�_ CONCRETE BLOC� BLOCK Y{ALL RfOUtREO K'MALL : •� - '-�"M BLOCK WALL REQUIRED BLOCK WALL REGUIRED ! f `• ' REOU7RF.0 —EXISTING GLASS / EXISTING GLASS ” I f EXISTING GLASS ANCHOR —EXISTING GLASS W 16"U.C. MIK SEPAPAiIDN /f!, !—T' i•_"y7� "•//`• (,,2"MtFi, TO GLASS(SFE ,� !drL SE�ARAnON ! MU SEPARATION M:N.SE7r32AnON; I ./ SCFIEOUME.ON SHEET TO GLASS(SEI: E i! TO GLASS SEE EO is i i EO 70 IXhSS(SEE: 11 FOR BADE QAND SCHEDULE ON SHEET " SCHED_1E ON SHEET 1/16%3"MAX. ON SHEET 19 FOR It rG2 BLME QA\V ' !I I t1 F04 E ON�i t�JJ7 .' 11 FOR BLADE,(DANO (6063-T6)CONT, BLADES(D& ON SFM 19 FOR ALUM.CLOSER I � S FOR t/2" r ICIN SHEET 19 FCR (LOCATE AT 'N ` Bi. .S Ol& EITHER 510E • B.i•DES Q&�-,1 PLATE. (LOCATE 1/2" / I I / I t �, � AT EITHER-SIBF. ) 5 MINI-- t OF 1/2"MIN. 4 OFD) y $ I ! ?•USE i"OR 2"MAX. i _,,.,_S IT ItiOxi f2"S.M.S. A APPUCABLE)x2' -� _,. .I/8•xO•-2- , ^' __- _ !Y.10x1/2"S.M.S._ _ _ __ {, a 16"O.C. 1 _^ ^•,7 ,{ ALUMINUM CUP ANGLE " 8 16"O.C. Ij. - - J 1 (6063-TE ALLOY)AT MIDHEIGHT \ (I) R10x1,/2" S.M.S.TO 4 (2)t/4'9 TAPCONS ANCHORS TO I {I; �� i WALL AT I"D.C. (LOCATE AT { 5 ; r� SEE DETAIL X FOR_/ ,,{ EITHER IDE GF i —"" SIDE.CONNECTION V OR `- O) / j Q OR 1Q` OR (a♦ f I SEE DETAIL%FOR- �OR ®� 1 TO iRACY.S I . SIDE CONIJECTIONw®w 6 7 w 8 F•10 SEE DETAL%FOR-, 4 Qglw 6 7 w 8.w SO• 31w .• TO TRACKS 6..7 a"8 w 10- w ) i 0•�wA��O O O �w SIDE CONNECTIGPS ®w 6 7 w 8 f 0 ©•�©'©°X TO TRACKS 1 IO�pwp•®x©.pw 1a.pll�`w©.�,w©.pw �� � ,GRpM©•©M©.�w !�•Q. w©.Q.�w '—o-o-a�•a•�w c�- w p'�wc�•®wo-mow p. 6w1 • 6 �' p-pwC�•pw0•Q�w O•pw®•pwL�•p^• •� p•pwO-Q�'C3•©wQ•® O.Owp Q ^p O •® k ® pw® pwp dJ wpm D CONNECTION DETAIL END CONNECTION DETAIL 2Q END CONNECTION DETAIL END CONNECTION DETAIL 4 RF.OUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR CONCRETE BLOCK V{ALLEXISTING T 4 �r-EXISTING CLASS REQUIRED CLASS te MIN.SEPARATION 1 #10i1/2"S.MS._ TO tdA45(SEE8 16"t}.C. M"4t.SE?APAnGN Y j '}.�-.___�_ ..�OR®OR 1 1 0R SCHEWLE C14 SHEET '! ` TO CLASS(SEE ______ `•:✓ I i FOR`@�aE QAc:O CONCRETE f" 1/2"MIN. SCHEDULE ON SHE _ _______ __�_a _ ON SHEET 19 FOR ANCHOR a--- 1, FOR ELADE QAND 4 —- OR l 3 OR OR� / eJOESIQ&Q 12"O.C. 1 ! ON SHEET 19 FOR ( /CONCRETE-, i Il � E� t ' r-O i BLADES Q&Q ___ __1_ OR(D ANCHOR Q 16 y\` ---1 _ L J O.C. 1/2-M!N. _i EO 2"MIN. j / 2"MAIN. ,' t ♦ SEE UMITAPONS OF USE FOR v ����U�/ y BLADE to ON SHEET i9 @OR1 7J OR(9 } ( OR OR(p 5. (1D OR Q' I PLAN zI (1))OR �. ®wQlaw® QwsUwtO ®w DETAIL X POURED CONCRETE OR w�r 6(�• 7Ow8�w10-®•* 10,�„!©,L'1w©,©a, END INSTALLATION CONCRETE BL 10��^!©•�3wQ•I(�w 6 7 446JJ 7 R£GUIP '� O Q pwQ O ®w ( HV BLADE OR ty NV WINDOW BLADE INTO p.pwp.pwp.pw 6 9• CONCRETE OR CONCRETE BLOCK WALL. (-END CONNECTION DETAIL Q N7wd'pwp p�Q;k�➢' ®�°p pw0 p yQJNNEC ION DE IL© aQ® FLORIDA BUILDING CODE(Non High Velocity Hurricone Ione, I t ii• ,..,..,..,•` ez0t7 TnrEco,INC. 2017 EASTERN METAL SUPPLY, INC. "� i•3�'•,•�L,.\C.{V� �,� BERTHA HVTM i L E C 4 �n�. A■�,S■A■ Accordion Shutter System FLV RI:ADE #1 W/OR W/O H.V.WINDOW MADE American Shutter 5 stems j' T �,'.7/f TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTIO" GATE GRAYTM 9t L.C. ' r �^' �I '•~' 's 4355 M11.3s ,%,•Sta.MS.N.0 %Vk4 a*.FWPZA;3316 Assoclatton, Inc. 1 CLD 15-085 7/27f1 GATE: 07/27/17 Ph-;(305)871-1530.Fox:(305)671-153! 4266 Westroods Drive ¢ DPAWING No "1 srnA[ y �`�\F'tLeT <-maEBMilt�eco6aig'.com West Palm 8eoch, FL 33407 3 17-107 -• LtD 4 sr WALTER A.TILLIT 31.P.E. 4 II leW,+{x rLOR10A ic.0 44167 5 SHEEP IPE SEAL/SSGNATURE/DATE s to OF 20 I t' I SCHEDULE 1Ji SCHEDULE 1J2 SCHEDULE ;'!3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPANS"L+" • NOTES: (fl.), FOR INSTALLATIONS W/�L.Y/ �Y, I OR "L-" (ft.) FOR R -L-- (ft.) INSTALLATIONS INSTALLATION LEGEND -- ----- NT RMAT S. Q) &�5-�`,;�5+ or('ill or `iNSTALLATiONS Wj P W SYMMETRI_,GAL CENTERM T �„• CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 'e,7 or @` or or I, T a� 1 &QW/ ONE HV LOCKS MANSORY POSITIVE A.S.D. OESIGN PRESSURE RATING. HD LOCK (a W/ NO LOCKING RODS Or ONE HV LOCK ,or or L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMA 28 29 W/ ONE 'N/ NO LOCKING RODS ® OR 1Nf NO LOCKING WALL A. B. C. G, E. M, N, O, P. O. A.S.D. DEIGN PRESSURE RATING. ODS MOUNTING F, K & L R, S. & V, H`RODS LOCK 34 WjTWO LOf`�}rt NG (SEE NOTES t.1#) VALID FOP.MOUNTING I — ( Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 tt��TrrOt177P��CG&,-FBOTTOM EE nn SHEET 7) FLOOR/CEILING G, H, 1, it, J T, U. W & X WALL MOUNTINGS(TOP/BOTTC13)OR FLOOR/CEILING: GONCRFT&70 tNSiALtATtONS i.l CONCRETE&YJ000 CONCRETE MOUNTING ,uuD.Du fWPuuN BJSTA TIO I'm UN & M GIVEN A POSITIVE A.5,0, DESIC14 PRESSURE RATING, ASA.DESIGN S.D.cEScr: AiO.OE6�GN INSTALLATIONS Prt�.$SURE WALL MOUNTING FLOOR G£IDNG „P ES54RE WALL MOUNTING w E$S`IRt TLOOR CEILING MOUHTIN6 DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RAImG / { RATING & RATLNC / GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, ld0U1JTING FLOOR/COLING MCUNTING OR I. aR-) q"4x-) {+OR-} FLGOR�ALL NOUNUiru 1A�L DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L+ (8) l-(ft) L+ (!I) L-(0) L 1 (R) l-(0) L+ (fl). L-(1;) l7 MAXIMUM SHUTTER SPAN "L+"OR "L.-" FOR 30 OR LES t6'-0" 15'-0' ,6'-0" 16'-O" + 30 t6'-0' ,5'-0' _ 30 16'-0" 76'-O' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN 4S EOUAL TO THE 105 Psf.A.S.D. DESIGN PRESSURE RATING. t INLM ), DETERMINED SPAN BETWEEN L+ AND "L-". 35 14'-10" 14'-10" 15'-2' 16'-0' 35 14'-10' 14'-f 0" 35 ,5'-2" 6-10" 40 t3'-10' t3'-10' 14'-2" /5-2' 40 i3'-10" 13'-10' 40 14'-2" - 15'-2' .-- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1" 13'-1' 13'-4' 14'-3" 45 13'-1" 13'-1" _ 45 7:i-4^ 14'-3" t HV CORNER CENTERIAATE '#3 MAY BE USED AT ALL - COMBINATIONS IN BETYEEN WALLMUVNTINGS 512'-8" 13'-7" 50 12'-S' 12'-5" - 50_ 12'-3" i3'-t' MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS W/ FLOOR/CEILING MOUNTINGS: 55 I'-10' 12'-1" 12'-11 f 55 1V-10" II'-10' 55 1V-1" ,1•-17 SHALL BE AS INDICATED ON MANDATORY CONOITION'#2FUR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 0 1 V-7' 1 12'-4" _60 11'-4' 11'-4" 60 10._2" 10'-Il" DETENOTE 5.SHEET 5. RATING: 65 10-, 11'-1" 11-,7 65 70'-70" 14'-10"- 65 - 9'--5" 10'-1" L,+= MAX.41+= AX- SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10''6" 10'-9" 11'-5" 70 10•-6' 10'-6' 70 8-9' 9-4" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1• I 10'-1" 10'-4" ,1'-1" 75 _10'-t' l0'-,' 75 - e'-9" t EXCEPT THAT MAXIMUM STUTTER INSTALLATIONS. 80 9'-t0" 9'-70" 10'-0" j 10'-9" ;80 9'-10" 9'-10" SPAN"L+"OR "!-"AND MAXIMUM 0.S.D. p"e51NG FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" R'-5" 9'-9•"--1-1a•-5" 8° 9•-6" 9•-6" PRESSURE RATING FOR INSTALLATIONS I.NIO CONCRETE RATiNGt 90 g_g^ g'_3^ g'-5" )0'-t" 90 9'-3" 9'-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLL0:5S: DETERMINE: _.=.---. -....- .» -....._.. I- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ 9'-0- b'-9" LIMITED TO +64,-72 os.t. AND 8'-D' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 8•-9" 8'-4' 9'-0"- 9'-7" 110_0 8'-9•' 8'-4' MOUNTING M ON SHEET 7. INSTALLATIONS. 105 8•-7" 7'-t i" 8'-9" 9'-4"_ 105 87-7" 7'-11" 170--- 8'-4" i T-7" 8'-7" 9'-2" 110 8'-4"--- T-7" FINAL MAXIMUM ALLOWABLE SPAN 'S EQUAL TO THE 115 8'-2- 7•-3" 6'-4= 8'-„' 115 6-2 7'-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+ "L2+", "ii-"AND "L2-" 1208'-0� 6'-I1" 8'-2" V-9' 120 W-0" 6'-11" (4) GO TO ANCHOR,SCHEDULE WITH FINAL MAXIMUM 125 7_-10" 6'-8"__8'-0" 8'-5' 125 7'-t0- 6'-B^ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 _ 7- --E;-6'-5' 7'-10' b'-1" 130 7'-b• 6'-5" WIND ZONE PRESSURE RATING 70 bETEFMINE MAXIMUM.ANCHOR 155 T-7" 6'-2' T-9' 7•-9" ^'135 - 7-7� 5' r MINIMUM $PAGNG. 140 " r-s" s'-,r 7-7 7'-6" ,40 7•-5 s-„ ASTM E-1996 SEPARATION 145 T-3- 5'-9•- 7•-5" 1 7--3" ,145 1 7'-3" 5,-9" TO GLASS 150 7'-2" I 5'-7" 7'-4' 7'-0"� ,'150m 7'-2' 1'-7" 155 r-o" 5'-5" 7'-2 6'-9' '155 7'-0" s'-5" 1 THRU 3 1 160 6'-11" 5'-2"--7'-i" 6'-7" 460 _ 5'-,1' 5'-2 165 6'-10' 5'-I" 7-O" 6'=4`- 16.5 _ W-10" �5'-1" 6'-9• 4'-1 I' W-1 f" W-2 170 U'-9' 4'-11' 175 6'-7' 4'-9` -6-9"- 6'-0` 1756"-7" i•-9- 6.-6. •-9"6'-6• 4'-8" 6'_6" V-10- 180 _6'-5" 4-8- �� H V B�A D E 190 185 6'-5" 4'-6" . V-8" 185 6'-5" 4'-6" 6'-4" -..-a" 0'-6" 5-6" .190 6'-4' 4'-5' 6' " 6'-5"- 5'-S .195 6'-3" a'-3 2GO -6'-2" 4'-2" 6'-4' ) V-3" ,200_.__. 6'-2' 4'-2* . 205 6'-t" 4',.1" 6•-3• 5'-i ,205 6'-1" '10 °rte FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' a,��4"L1 .•fT�+,• (D2017 EASTERN METAL SUPPLY, INC. t v INC.02417 TILTECO, BERTHA HVTM F7iLrE=c O N A■a7.S■A■ Accordion Shutter System } H.V. BLADE#1 W/OR W/O H.V. WINDOW MADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Inc. Lv.N DESCRIPTION DATE DATE: 0 ML7/ L.C. Association, 1 OLD 1s-obs J7/v1, DATE; o7lz7/n 6155 rG1'.:SR.6t..Stc.3C5,NIM.—G-091S. 3316 426$ VVestroads Drive 2 DRAWING No �-^�^-�.f+ '-�•(} f=nane:(?05)871-1530.Fa.:(303)871-1531 ^ ...... \"� 1t a-mall:(RICCCSCD1,CPm West Palm Beach, FL 33407 3 17-107 {� itl ES-0006719 4 WALTER 1.TILUT"r,P.E. S SHEET FLORID.A L.t•d 44167 P.E. SEALjSIGh19'6'RrE/DATE 6 11 OF 20 MI 918MORUVOT41 I.rem . . f: i/ I :.�, •:; '...� .� il!� 1P !' 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Fc- 3 ksi) MAXIMUM @WALL SILL MOUNTING @CEILING MOUNTING V FLOOR MOUNTING - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. Fc 3 isf) SPAN ANCHORS SPACING FG ND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. ('c=3 Ini) (N) .D,0=4 N:61IDE PRESSURE RAONG - S0,OFSGN NEGATK PRESSURE RUING PM AS D.OFSi4Y!NEGATIVE PRESSURE MR 11 Pe - 1 f4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.rc«2 k9i) 30 40 60 75 90 720 760 205 3O 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON OR _ 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT &SPECIALTY I TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 8 6 5.5 14 12 TO 9 8 0 'fi 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min.rG-3 k9i) 3'-0" 14 12 10 9 8 8 6 6 id 12 To 9 8 8, 76 6 74 12 10 9 8 8 6 6 ALL POINTS SOLID-SET OR LESS 14 12 IO 9 8 B 6 .fi_14 12 14 9 8 8 Y6 6 16 12 10 9 8 6 6' 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 B 6 7 14 12 10 9 8 8; 18 6 1# 12 10 9 8 8 6 8 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER. 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 16 6 14 12 10 1 9 B 6 6 5 TAPPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-0" 14 12_In 9 8 8 6 6 14 12 10 9 8 8 .6 5 14_ 12 /0 9 8 8 6 5.5 id i2 10 4 8 6 6 4 14 t2 10 9 8 8 t8 4,5 is 17 itl- 9 8 '6 4 3.5 A.2)MINIMUM EMBEDMENT OF 7/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO ME POURED CONCRETE. NO EMBEDMENT 14 t2 10 9 8 8 6 4.5 14 12 10 95.5 14 12 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED, 1/4-P-20 S.S,MACHINE SCREW USED SHALL BE t 1/2"LONG MINIMUM SHOULD STUCCO 14 t2 10 9 7S 5.5 3.5 - t4 12 10 9 8 B: i5 5 74 SZ 10 9 8 T 5,5 4 •SEE uY ToTTon5 OF USE f0A EXIST.N•7p 1-ldiryiMUM FOR WALLS WRH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 B 0' '.6 5.5 1{ 12 f0 9 8IADE tA:GN SHEET ID 5-0" 14 12 10 9 8 7 4 - t4 12 10 9 8 6,5 75 3.5 14 12 10 8 6S 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 TO 9 6 7,514.5 - 14 12 10 9 8 S. 6 4.5 14 12 10 9 B 6 44 3.75 ANCHORS$HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 6S 4,5 - - 14 t2 10 9 8 7.5 5.5 4 to 12 t0 9 8 8 4.5 3.5 NOT E$At)&A2)AEOVE.FOR INSTALLATIONS DN VINYL SIDING OR TIF$WTH Oft WITHOUT METAL S7UD5 CONSUU TH75 ENGINEER.FOR W-0 14 72 t0 9 8 8 6 - 14 12 10 9 8 8 6 5 t4 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. l4 12 IO 9 7.5 5,5' 3 - 74 12 10 8.5 7 5.5 !4 3 14 12 8 6.5 5.5 4 3 - t} 12 10 9 8 6 - 14 12 10 9 9 6.5 ,5 3.75 14 12 10 8.5 8 5 4 - (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 B 6.5 5.5 3 - to 72 IO 9 8 6.5 4.5 3.5 14 12 Itl B 7 S 3.5 3 14 12 10• 9 8 8 - 14 12 10 9 8 7' '5 4 14 12 10 9 7.5 5.5 4 3 1/4'0 x 3f4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0" - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 8 6.5 4 - - ti 12 9 7,5 6 4.5 3.5 - i{ 10.5 ) 5,5 4.5 3.5 - 14 12. 10 8.5 7 4 - 14 12 10 9 7.5 5,5 4. - 14 12 9 7. 7.5 4.5 - - - 1/4'e TAPPER+Y OTHER RS AS MANUFACTURED BY POWERS FASTENERS;INC.,AND DISTRIBUTED 8Y ALL POINTS SCREW, BOLT A SPECIALTY 14 11 7 5.5 4.5 - 14 12 10 9 7.5 5.5 A 14 12- 9 7 6 4,5 3 _ COMPANY OR tdNl'OTHER APFRONED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0• 14 12 10 9 8 6.5 - - 2 12 t0 9 8 61 4' - 14 12 10 8 6.5 6 3,5 - NOTES: 44 12 85 7 5.5 1 4 12 8 BS $.5 4 3} - 2.5 9.5 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 14 12 9.5 7.5 6 - - 14 12 9.5 8 6.5 5 =1 - 14 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1", 13 9.5 6,5 5 3.5 - 14 12 10 8 65 5 - 14 12 B 1.5 5 4 __ 9,-G, i} 12 10 9 8 - - 14 /2 t0 9 7.5 AS: -I - 14 12 8.5 7 5.5 4 - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO 14 11,5 7,5 6 4 - - 14 71 7 5.5 5 3.5' - - 1 i 8 55 4.5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL,OE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 6,5.45 - 14 12 &5 7 5.5 4 14 10.5 7 5.5 6 65 - EXIST,AND I`MINIMUM FOR WALLS VITH NO STUCCO. 71.5 8.5 5.5 4 14 12 9 7 6 4.6 - 14 11 7 5.5 4.5 3,5 14 12 70 s 7.5 - - - 14 12 t0 8 6.5 S -t - t4 12 8 6 'S 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 70.5 1 5 3.5 13 9.5 6.5 5 4 3 �1 - 10 7.5 3 4 3 - - - ANCHORS BHA'L BE LONG ENOUGH 70 REACH THE FAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.9 5.5 - -I- - to If.S 9 6 5 4 - - 12.5 9.5 6 5 4 i - NOTES B.1)&B,2)A80VE,FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT TILLS ENGINEER iG5 B 5 - 14 12 8 6.5 55 4 - 13 10 6S 5 4 3 FOR INSTALLATION INTO OFS WITH METAL STUBS SEE SHEET 20. t4 12 10 - - - - 14 12 9 7 6 4,5 -'. - 74 10.5 7 5.5 4.5 3.5 - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12.5 8.5 5 12 9 6 4.5 4 3 -I - 9 7 i5'3,5 3 () "ii t0' T - - - - 14 HAS 7 5.5 4.5 --i - n.5 8.5 55 4,5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - 14 IL5 7.5 6 5 -1 - 12 9 6 4.5 4 i 12 10 - - - - id 12 a 6.5 5.5 - - 1s t0 6.5'S 4_ - - - EDGE DISTANCE VERSUS SPACIN�SCHEDULE FOR ANCHORS: 11.5 8.5 4.5 - _ - it 8 5.5 4 3.5 - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTMCES INDICATED BELOW.FOR E.D,LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13.5 9.5 6 - - - - 13 9,5 65 5 4 - =f OS 8, 5 4 - - - BY MULTIPLYING,.SPACt4G SHOWN ON SCHEDULE BY THE FOLLD7:ING FACTORS. 6,5 t4 10,5 7 5.5 4.5 11 8.5 55 4.5 3.5 REDUCED SPACING OBTAINED USING FACTOR-SHALL NOT BE LESS THAI$MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - 14 11,5]S 8 5 - '1 - 12 9 6 4.5 4 - - - FACTOR i0S B - - - - - t0 7.5 5 4 3 - -i - 7.5 SS 4 3 - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.5183 - - - - - 12 9 6 4.5 4 - - - gs 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP NON.SPACING 73 4.S 6.5 5 - - _! - 10.5 75 9 i 4 - - - - HV BLADE OR DICTANCE 74 12 - - - - - 14 10.5 7 5.5 - - - It B5 5.5(4.9• MIN.SPACING = 3' MIN.SPACING =3' MIN.SPACING=3 1/2" MIN.SPACING -3" 3 3/4' 4' 14-0" tD 7.5 - - - _-__ 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - HV BLADE W/ POURED CONCRETE& tW?�J QXY.glE 0CHCR iE BLOC( POURED CON BETE& POURED CONCRETE&Pip COBE p g{OS F'.5 i.5 0 - - - - - t t 8 9.5 4,5 - - - 9 6.5 45 - - - - - CONCRETE BLOCK. N2'L Ep,•J I IAN E.D.• 1 CONCRETE BLOCK CONCRETE BLOCK 7.5 - - - - t2 9 6 - - - -'t - 9.5 7 4b - e6 HV WINDOW WIN ED,•3' �' 2 IAN.FM-3 1/2' MN.E0..3' AAAI ED. I/Y MN.ED..BLOCK 13.5 70 6,5 - - - - 10.5 8 5 - - - - - BLADE WORKING a• 1.0 0.90 1.0 0.78 1.0 0.84 1,0 75'-0� y 8.5 6.5 2 I/2' -��- 0.81 1.0 - 0.67 1.0 9 - - las 8 IN UNISON a 2• 0.71 - - 0.51 - 75.5 - - - - 9 6.5 4,5 - I - - 1 3/4' - 0.91 - - - 0,43 14 - - - - -_T2.5 4.5 6 - - - - - 10 7.5 5 7B'-O" 8 _ _ _ _ _ _ _ g g # _ _ _ _ S i/2• 0.35 - __ - - _ 0.35 - 95 - - - - - - - 9.5 7 s - - - - e 6 4 - -..{{Y - FLORIDA BUILDING CODE Non High Velocity HUrricone Zone• ii ITL+ 1•,l i•• A. T��� ©2017 TILTECO,INC. ®2077 EASTERN METAL SUPPLY, INC. - 4e'4 � BERTHA H Tt M o, r L Ei C O EN-. ■ ■ Accordion Shutter System H.V. RADE#T w/OR w/o Eiv. tMNDOW BLADE g American Shutter Systems Y Fv.Nn OES 15-0 N DATE DATE:N 0 I.C. TICCIT TESTING . ENGINEERING COMPANY Association, Inc. 1 OLD t5-485 7/27f17 DATE: 07/27/77 / 6}55 N.W'.36tH.Sl.Sic.325, GARDPtS,fta60.5 3316 ! , �,¢.i••r(`/-- - - -A: Phone:(30S)871-1536.Fax:(305)87/-1531 4268 Westroods Drive 2 DRAWING No �s`'•.,oMurk ,:�4,ii4 1-1: West YJest PDIm BBOC1, FL 33407 3 17-107 �' II'q""" 1fi� 111 YIFLTER A TILLR Jr.P.E. 4 ©f YF1I FLORIDA Lk.;�44i6i S SHEET13 P,c. SE4��. v N)i2t DATE 6 13 OF 20 ?I • MAXIMUM ANCHOR4 SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A,$D DESIGN NEGATIVE Pf3ESSURE RATING AND A(CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS 1.1 (SEE MOUNONGS 1,J.K&L ON SHEET 7) POURED CONCRETE, POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGENO i WALK OV><R& t TRENCtt + w96Nuu OO RAINGUARD MOUNTING QWALL/ELOOR MOUNTING Q19ALL/19ALK OVER MOUNTING SPAN .__..._d10UtT1).0 ._..�.....,__...-.._.__.._,.._.__... __�_...-_..,,.�. TAPCON OR (ity D.OTSIGN NUAISE PRESSURE WNG(fit ASD.DESCH HCAIVE PESSIg WN0(tIf♦SA.DESM NEGow FREan PALM(Est A o.DMCN NEG04E FRffi0RE RRe1G(Pet TAPCON WITH.ADVANCED 30 70T--60-TJ-75 90 120 160 205 30 40 60 75 f 90 120 160 205 30 40 60 75 90 120 160 205 30 40 0 75 90 120 160 205 THREADF_ORM TECHNOLOGY t4 12 10 8 8 8 6 6 12 12 /2' 12 12 1.5 8.5 E5 ? ] 7 ] 7 7 7 SS 9 5 5 5 5 5. S -ALL POINTS SOLID-SET 3•-0" 14 12 10 9 8 6 6 6 12 12.121 12 12 12 9.5 7 7 7 7 �7 7 7 7 7 5 5 5 5 S 5 5 5 R lfSS t! t2 f0 9 e BW 6 6 t2 12 721 12 0.5 8 6 4,5 7 7 7 7 7 7 7 6.5 5 ! 5 5 5 5 5 5 BLUE TAP 14 12 10 9 6 8 6 6 12 112 12 i 12 12 1a 7.5 6 7 7 7 7 7 7 7 7 5 5 s 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 11 121 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 9 5 5 5 5 4 4•-0' 14 i2 10 9 8 8 6 6 }7 }g i2 12 12 9.3 7 5.5 7 _7 T 7 7 7 7 7 6 5 5 S 5 5 5 5 14 I2 10 9 e 8 6 6 12 12 12,9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 S 5 3 3 I 12 f0 9 8 8 6 6 t2 12 12!12 10 75 5.5 4 ? 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 14 12 10 9 8 8 6 6 12 12 12 1 I1 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 6 5 4 3 5,-0" 14 12 10 9 8 8 6 6 12 12 f2'I2 10 7.5 $554 7 7 7 7 ? 7 ] ) 5 5 5 S 5 5 5 5 14 12 10 4 8 s 6 6 12 17 95+7.5 S 44 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 I4 t2109 0 8 6 6 12 12 -12;9.5 8 6 7 7 7 7 7 7 5.5 4 5 5 5 5 S 5 5 4 SEE ANCHOR 14 t2 to 9 8 e 6 6 12. 12 1.5 9 7.5 5S 7 7 7 7 7 4.5 JS - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6,-0' 14 12 10 9� 8 B s 6 12 12 l2'10 8 6 7 7 7 7 7 7 7 7 5 5 5 5_ 5 5 5 5 OH SHEET ,3 12 10 9 B E' 6 6 72 12 8 6 5 4 7 7 7 7 7 SS 4 5 5 5 S 5 5 414 t2 10 9 $ 8 8 6 t2 12 t0' 8 8S 5 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.514 12 10 9 8 B 6 6 12 12 ;10 8 6.5 5 7 7 7 6.5 5.5 4 5 5 5 3 5 4 3 7.-0- 14 12 10 9 8 8 6 6 12 12 12- 8.5 7 5 3 7 7_ 7 7 7 7 7 6 5 5 5 5 S 5 5 5 14 12 10 9 8 8 6 6 12 10 6:5 5 4.5 3 7 7 7 7 6.5 5 J 5 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 SS 7 5.5 4 - 7 7 7 7 7 5 - 5 5 5 5 5 5 + Q VALID ONLY FOR LIP TO +70, _IS 14 12 10 9 8 6 6 - 12 12 $s 7 5s 4 3 - 7 7 7 5.5 4.5 3 - - 6 5 5 5 4-5 3.5 - - PSF A.S.D DESIGN PRESSURE t4 12 10 s e $ s 12 12. os as s ss 1s - 7 7 7 r 7 7 7 'T 's s s 5 5 s s_ 5 RATING & FOR SPANS PER i4 12 to s 8 8 6 - 12 9 6r 4.5 4 3 - - 7 7 7 5.5 4 - s- 5 s 's s 4 3 - SCHEDULE 3, SHEET t t 14 12 10 9 8 8 6 - 12 11 7.5. 6 S .75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 4.5 - 14 12 t0 4 9 8 - 12 1.5 7.5 6 5 3.5 - ? 7 eS 5 4 5 5 S S 4 3 9,^U 14 12 10 9 8 e - - 12 12 9.5 G.5 5.S 4 3 - 7 7 7 7 7 ? 5 3 5 5 5 5 5 5 5 _ 14 12 10 9 8 8 _ -_.0.5 8 ,5 4 3.5 - 7 7 7 6 5 3.5 5 5 5 5 5 4 3 14 12 to '9 8 8 - 12 10 6.5'- 5 4S - 7 7 7 6S 5.5 - - 5 5 5 5 5 4 14 12 10 9 8 B 12;0.5 7 i 5.5 4.5 33 - 7 7 5S 4.5 3.5 - 5 5 S 4.5 3.5 - - - 40'-0"14 12 10 9 8 fl - - T2-1 ti'e.5 6 s 35 _ __7 7 7 7 7 7 46 - 5 5 5 5 5 5 5 45 14 12 t0 9 8 8 - 9.5 7 4.5'. '5 3 7 7 7 5.5 4.5 - S 5 5 5 4.5 3.5--Z-- 14 12+ 2 10 9 8 8 - 12 9 62'5 4 7 7 7 6 5 1- 5 5 5 4.5 5 14 12 10 9 8 8 - 12 9.6 6+'S 4 3 7 7 5 4 3 - i- 5 5 5 4 3S - 14 12 t0 9 8 B - - 12 to 7 5.5 4.5 3S - - 7 7 7 7 7 7 3.5, - S 5 5 5 5 5 5 4 G"1412110 09 8 508 It : 5'4 - - - - 7765 ; _ _ -- 555543 - - �} HV BLADE ONLY 14 12 10 9 8 8 - it B 5.3 '4 - - - - 7 7 7 S.5 /.5 - - 15 5 5 4.5 - - 14 12 10 9 8 1.5 8.5 5.5,4.5 3.5 - 7 7 4,5 3.5 - 5 5 4.5 3.9 3 12*-U' 12 Sa 9 6__a__- 12 9.5 6.5;!5 4 3 ? t 7 7 7 8 3 S S 5 9 5 3 4.5 3.5 4 12 10 9 0 B E / !J 7 7 5.5 4,5 3.3 - 5 5 5 4,5 4 3 f4 12-t0 9. 8 - - ___.iA 7.3 5�'4 - - - 7 7 6 5 5 5 5 5 4 - - 14 12 10 9 8 0.51 8 5 i4 3S -__ 7 6.5 4,5 3.5 - - I- 5 5 4.5 3.5 3 i3,-D" 14 12 10 9 8 - - 1.5 8.5 6!4.5 3.5, 3 _ 7 7 7 7 7 4.5 - i- 5 S 5 5 5 5 4S 3.5 14 12 t0 9 8 ? 5.5.3.5'."3 7 7 5 4 3 -- 5 5 5 4 3 14 12 10 9 8 - - - 9 1 7 4.5' .75 - - - - 7 7 5.5 4.5 i- - - 5 5 5 4.5 4 - - - 14 12 10 9 - 10 7.5 5-t4 3 7 6 4 3 5 S 4 3 14�-0" 14 12 10 9 - - OA B 5:5 '4 3.5 - - - 7 7 7 7 I 4 - 5 5 5 5. 5 5 4 3 14 12 10 9 - 6.5 5 3 _ 7 7 5 3.5 - 5 5- 5 -4 ___ 14 12 to 9 - 0.5 6S 4 7 7 5 4 5 5 5 4 14 12 10 9 7 4.5 3.5 3 1 5.5 3.5 - - I- 5 5 3.5 3 15,_0„Y4 i2 t0 .3 - - _ 7- 7 7? 7 J.5 - - 5 5 5 5 5 5 ,i 3 14 12 10 6 i1.5 J 7 7 4.5 3 5 5 4.5 J.5 - 14 12 10 _ _ _ _ 8'6 4 - _ _ - 7 7 5 _ _ _ - 'S 5 S 4 - . 14 12 10 - - - - _ - 7. 5.5 J.5 - - - - - 5 5 3.5 - - - t 6•-0" 14 12 10 - - - - 9.5 7 4.5 3.5 J - 7 ) 7 7 6 J - - S 5 5 5 5 4.5 3.5 - t4 12 t0 - - - - - 6 ii.5 3 - - - - - 7 0.5 .4 - - - - S 5 4 3.5 - - 14 12 - - - - 7.5 5.5 .75 - - - - - 7 BI isY - - - - 5 5 4.5 ^ - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricone Zane V� •,,, d; 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY, INC. �t=WE1V . ten': BERTHA HVTM t4TE O �N�. A. „ .A. Accordion Shutter System H.v. BLADE#T w/OR w/o KV.WN"RAM American Strutter Systems TILLIT TESTING & ENGINEERING COMPANY ev.N DESCRIPTION DATE OUWN BY: LC. ff� Association, Inc. OLD 15-065 7127/1 DOE: 07/2.7/176355 NA 31W 54,St,305,VIRGR414 G4RD_S.FLORIDA 3318 ° Phone:(305)871-15'•0.Fa.:(30.5)871-1531 4268 westroods Drive x DRAWING No •."f4 tt a-mag:ORewOaeLtom west POIm Beoch. FL 33407 3 ���NACfi� } 1tt EB-00067/9 4 17-107 �•%`+ 1t14 WALTERA Lie.�Q 4/t67E. 5 P.E. SEdCJ3C�PfAfUREjDRTE s Sh14..OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in,) SCHEDULE FOR A 'I GIVEN MAX, SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). IEZZ L__J Ezig �EE;TRF=- SOUTHERN PINE NO. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE / 1/2•' MIN- COX 2 W/MIN.G=0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0,50 W/ MIN- G=0.43 W/ MIN. G=0.36 PLY'A'QOD DOUGLAS.5!)W/ 1Y/ MIN. G=0.43 W1 MIN. G=0.36 MA%iNUA1 SPAN fit) WALL-MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M. N 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O, WALL MOVNTiNGS W 8i XI W & x W & x P & Q S &V S &V S &V -k.M 4MINE 1 ERR F=M ISD.IM 0:7At Fi34FVA%(j W+}LS11 0131 WMS RES4F_smc 0) 693t ICEKV TRW.FARL CA+SP.EM aw.1 muff PXM{4 sr,Tim MOVE FIEM P11.'(iA-.CEO Nwf PTIW.PARD M ISD.M77 K`W'E PUM Pxl%(4 SL DOM ICTJTIC W:RIS WK M ASO"21 NEARS.'FSP)£MU()r) 30 40 6U 75 SO 05 30'1401- O 40 60 75 SO 05 30 4b i60 75 90 q5 30 44 60 75 490 t05 30 40 60 75 9C OS 30 40 60 75 90 05,30 40 50 75 90 OS 3C 40 60?5 90 05 30 40 60 75 9Q 05 30 d0-60 75 9b 05 -0"03 LES'12 10 to 9 8 8 6 6 6 Q 5 6 12 10 f0 9 8 8 6 6 6 6 6 6 t2 10 tp 9 8 8 6 6 6 6 6 e 5 4 a 3 72 12 72 12 t2 12 t2 12 12 t2 t2 t2 f2 72 f2 t2 f2 f2 4_0' 12 10 10 9 8 8 6 6 6 6 '6 6 12 10 10 9 8.4 8 _6 6 5 6 6 5 12 10 10 9 8 8 fi b 6 6 6 6 6 5 4 < 4 J i2 t2 i2 t2 12 i2 12 72 72 i2 /2 72 12 i? :2 72 12 12 5»_t -. 72 t0 10 9 8 8 6 6 6 6� 'B 5:5 12 70 10 9 88 '8 6 6 6 6 6 5 12 10 _10 9 8 7 6 6 b 6 6 5 6 S 4 4 < 3 12 12 12 12 12 12 12 12 72 12 12 12 12 72 12 12 12 0.° 6"-0' 12 10 10 9 8 6.5 6_ 6 6 6 5.5 4.5 12 10 10 9 :8_L 6 6 6 .5_ 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 72 iC IO 9 6,5 a 6 E b .5 d.5 d 12 10 t0 9- 5 } 6 6 6 5 4 3.512 IU f0 7 3.5 - 6 6 6 5 4 }.5 6 5 4 4 - 12 12 1Z t2 t2 12 12 t2 72 12 12 70. 12 12 t2 0.58.5 7.5 W-0' 12 10 10 7.5 4.6 3 6 6 6 5 -4 3.5 12 10 10 a 3.5 - 6ry 6 5 .5,3.5 3 12 10 10 4 _ 6w 6 5 .5 3,5 3 6 5 4 - - 12 12 12 12 12 t2 12 12 12 12 11 9.5 12 12 i.5 9 7.5 6.5 4'-0' 12 TO 70 5 3.5 - 6 6 _ .5 3.S 3 t2 t0 -9 a - i- 6 5 4.5 4 1 3 12 10 4 3 6 6 4.5 4 3 3 6 5 3.5- 12 12 12 12 i2 10. 12 t2 t2 t 9.5 8.S 12-12 10 8 6S 5.5 12 10' 7.5 4 6 6 514 '3 12 10 6 3 - 6 6 4 .5'3 12 10 3 6 6 4 .5 3 6 5 - 12 12 T2 12 L54.512 12 12 10 &5 ZS 72 i? ? 7 6 5 11'-0 12 70 5,5 - 6 5 4.5- - - 12 10 4,5- 6 5.5 3.5- - 12 10 - 6 5.5 4 - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0'-12 10 4.5 - - - 6 6 S - 12 10 3.5- - I- 6 5 3.5_ 12 10 6 5 3:5- - - 6 5 - 12 72 12 17.5 95 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 6 6 12 7p 6 45 - r - 12 7.5 - 6 d.5 - - b ♦.5 - - 12 12 12 10, 8.5 7.5 72 12 10 8 6.5 5.5 12 0.5 7 5.5 <.5 4 6 5.5 - - - 12 7 - - 5.5 451 - - - 72 7 - 5.5 6.5 - - 6 3 - _ - 12 12 12 9.5 8 6 12 12 9.517.5 6 <.5 12 9.51&5 5 4 3 6 - 12 - - - 5 - t2 - - 5 - 6_ - 7Z 12 it 9 7.5 5 12 12 8.517 6 4 12 9 6 5 4 - _ 6 - I^ - I1.5- 5 6 - t2 12 10. 8.5 E.5 4 12 12 8 6.5 .5 3 11. 6.5 5.5 4.5 3.5 - (1D HV BLADE OR 1 HV BLADE WZ R HV WiNDOW BLADE WORKING IN UNISON'S ♦' O SEE UtMADDNS GF USE FOR S4 9 1 f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF INE FOLLOWING: {I -SOUTHERN FINE N.2 W/G=0.55(N.O.S) - 1/4.0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/0-0.50(N.D.S) EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW,• SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPEVFICATTONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t Frill/ldlP.rlO P FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone L+3 f v., /,. 02017 TILTECCI INC. C-2017 EASTERN METAL SUPPLY,INC. c � -.��,= -�-�- BRTHA HVM �C 4� +s■A■ Accordion Shutter System ■ ■ H,V. MADE#1 W/OR W/O H.V. WINDOW 11ADE American Shutter Syste FnsEy.N DESCRIPTION GATE DAWN BY: LQ TILLIT TESTING & ENGINEERING COMPANY /" 7 Association, Inc. I OLD 15-085 7/27/1 GATE: 07/27/17 6369 N.W.SE{!,.6t.,5!e.365,1M1RLCA.L Da."S,FLCR.bA 33'E 4268 WBslrOads Drive 2 'rte-; _t3 Phane (305)871-1530,Fox (305)871-1531 DRAWING ^la '•.;"31u�:•' ''G' 1t a-ma�I:chaceocoLcom West Palm Beach, FL 33407 t'7 .( .•.....r*�Kti' ffttt WALTERA.B OTtLUT Jr.F.E. 4 1 I-'107 rY�" Et r i1 FLORIDA UP,f 44167 5 $}{EET P.E.~SEAC/StG4lAY6`U E/DATE 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (n HV & (N HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 01) ONLY SHALL I I-WALL FINISH BE LIMITED TO 105.0 p-sf, A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & 1/4 a TAPCON OR AS.D. DESIGN PRESSURE RATING FOR INSTALLATION x I CON WITH ADVANCED WITH LADE M& QA WORKING IN UNISON . HREADFORM TECHNOLOGY. 1/4*6 7APCC OR 1/2- T TAPCON V41TIl n.PENETRATION ADVANCED THREADroRtit TECHNOLOGY VW/ 1 1/2'Min.PEN OF THREADED AREA TO ETRATiON OF THREADED AREA TO EXISTING ST114C Woo PAN.=AWROTI(aw 010R EXISTING D HEADER, D WO HEADCR. (SEE SCHEDULE 014 SHEET 15) TO (SEE N (SEE SCHEDULE Ott SHEET 15) /4-0-?Ox3/4-S.S.MACHINE SCH�_ ON SIEET V 108 / SCREWS W/ 1/4--20 NUTS 11 FOR BLADE TIAID_ to 12 O.C. CN S-IEET 19 FOR Mim- BLADES T,1, EXISTING 1 [-EC)t-E CLASS WA 2z L2 1 R 15 t, !i; !L OPTIONAL -- WALL D HEADER REQUIRED & 2'�4"WOO' H 1 1/4-0 OR TAPCO14 WITH ADVANCED �!X,s N:,F,,H tC WOOD'At \-!2 l4 ED EADEP PEGUIRED EXISTING I—THREADFORM. TECHNOLOGY III/ I I/-.- WN.SEPARATION GLASS—j, TO CLASS(SEE Min.PENETRATION OF THREADED AREA TO ScHEr EXISTIN' IAN. SEPARATION TO CLASS EXISTING WOOD HEADER. T (SEE SCHEDULE ON SHEET 16) ON SHEET 19 FOR 2"Il,l'CONT.SILL PLATE REO'O. 11 FIC GS CLAS (SEE SCHEDULE ON SHEET 11) ON HV WALL HEADER INSTALLATION @HV WALL SILL INSTALLATION HV WALL HEADER INSTALLATIONI I I EXISTING MIN. SEPARATION TO GLASS MITI.SEPARATION TO CLASS CLASS--j EXISTING f—'-(SEE SCHEDULE ON SHEET I SEE SCHEDULE ON SHEET 11)— iri I EXISTING LAIN.SCC I.IAIION TO GLASS WOOD PLATE Ott SHEET 11) 'EA 2".4"CON L LASS­ 31 GLASS--I1/4"0-200/4"S.S. too 1/4"0-20x3/4"S. i. ;11 MACHINE SCREW7 I USING 1'4*-20 14UT MACII[IE SCFVwVS 7 1 Q I� _j REG.0. Y.r -_20 NUTS 0 "ALL 1/4 S --gOR (!�)4 - :-'j 17 108' O.C. FINISH 2' —0 L___j I OR --igOR 13 ox 1 2'.4" WOOD T� CON PLAT LE;�# Eo Q-s REO'D. T__ T__ k I-Hi, Min. y. 11! 1/4.0 TAPCON OR TAPCON 111TH ADVANCED 110 I THREADFORM TECHNOLOGY%V/ 1 1/2' EXISTING WOOD HEADER, 2'x4'CONt. j Mi. PENETRATION OF THREADED AREA TO PLATE I T.1 TAPCON OR TAPCON WITH ADVANCED 1/4'o fAPC( 12"T (SEE SCHEDULE ON SH5r. 15) Z.,CRM TECHNOLOGY)V/1/2- REO I-SEE SHEET 4 FOR TYPICAL Min.PENETRATIorl OF THREADED AREA INTO PLYWOOD WALL FINISH SEE SCHEDULE 044 SHEET 15} TXZU'D �DVANCED SHUTTER ASSEMBLY. ­: T �,,:=.Loy I _____ W/ -Min,PENETRATION Of 2-MOUNTING SECTIONS CAN BE EXISTING MIN.2 112 P.�,.GD STUDS a 16,O.C.It: THREADED AREA INTO PL1WCOO CON16INED IN ANY IVA)'TO %--1/2-PAIN.COX PLYWOOD REO'D. 14'ALL FiNi,pl� S, QEQ'D1 PLYWOOD (SEE SCHEDULE ON SHEET SUIT ANY INSAILATION. Cj HV WALL SILL INSTALLATION EXISTING IAIN 2-4'STUDS 0 16'O.C.MAY.REQ'D, ATTACHEO TO STUDS IN PL111GI1D To BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH 0 VA`!H�AEC�ILON S2308 OF THE F.S.C. SECTION 2308 OF THE HV WALL SILL INSTALLATION SEE Uf�.�TTONS OF USE OF p HV ILL INSTALLATION F.B.C. BLADE UA 0.4 SHEET(19�1 FLORIDA BUILDINGCODE{Nan High Velocity Hurricane Zone: 10, 1EIR A., c 2017 07017 TILTCCO.INC. EASTERN METAL SUPPLY, INC. BERTHA W. V E c 61H�. A.S,S,A, Accordion Shutter System Z V. MADE #1 W/CR W/O H.V. WNDM RAM TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Nc DESCRIPTION DATE DRAWN By. L.C. Association, Inc. I OLD D7/27/17 DATE: 07/27/r7 6355 N.W.36th.51..S�,3M.villA�WDElM.FLORCA 331U Ph— 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 tpo""...... .9-ON67se —107 A TILUT Jr.P.C. 4 17 0 V;� FLORIDA Ull,f 44167 5 oY wlI�TE E p Z� GATE SHEET E 1 6 16 OF 20 END INSTALLATIONS C1) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 6'x4'uln.WOOD F SKIDS RCQ'O. (AS 2*.4*MIL v /E.Jk A .0=STUDS {AS.PFLIGABLE) �`)Scaw/I TO 1/2'COX CXISMtIG CLASS \ y A-/(. .I, : - / mn mst. /-E.St-CUSS 'Y' CV A\ 11E)(ISnxG CLASS 1/2' CO. E M.SMP-� • cox SEPAPXM� w�(SM 10 A6(SE .. .... M�DN TO (SEE '/2-- S4r la I FA 9-AEE ID1,Q SC-Emiz, .11,ell SHM 19 11 RA SLADC(DA S=t 19 61 rotyi 411� 'k, AIAIM.CLOSER k'Di �T&(LOC.TE 12' rnmNwDes'l&'[V DXESb.a "rif4l. AT ETTHER ZBE If- W S�19 FDA I - -------------- fl.0/2'SI-. 04 (00" TO T 1 11 SEE DEN",x *Jhven Sae 41) E C..'ECTIO'.1 DETRI.X FO,, To TRACKS SEE Vr-x IZ1111 SLOE�..CCV- S6E C-.Eci TO 711�� 0- TO TR..S cl-87.0 @-CD- - rz)-f§. a_.t0s.6-tcl. E--.1:7j,. C61-ff C-01-L4 IC& 0-T,-r,7 0.- CS- ENQ CONNECTION DETAI (P END CONNECTION DETAI C8, END CONNECTION DETAIL END CONNECTION DETAIL 2*.4;Z. /4-1 T�C�W-HMS "I 'Ir alb Ole. F�J-Aptvh a•12'O.C. MCA Srr^NMVY1 SEE I.ILIJ_TATIONS OF USE FOR 1/2 'IX BLADE ON SHEET 19 01� 6) L-1 �Ckg)-3 CIIC- r 'P T J7- Or SrQT IS rOq FOR 11 sc,mlf 7:::::::: OR 2� N", OR J 7-ro-.1 -'C4-cs VIEW �Au.In-, a:. "Al STUDS DJ PLAN -DETAIL END CONNECTION DETAIL END CONNECTION DETAIL(L-2) FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone: it, ......... u2017 T[LtCCC,INC C2017 EASTERN METAL SUPPLY, INC, TL E BERTHA HVTM -com- A.S.&Accordion Shutter System H.V.VSAX #1 W/OR W/O KV. WIWW aADE TILLIT TESTING & ENGINEERING COMPANYArner1con Shutter SystenS ;EV.NDESCRIPTION DATE DRAWN BY: L.C. 55"".34th. t.,Sk,305.VIRS-t ekRDE%FLORDA 3316E Assoclation, Inc. I OLD 15-085 07/27/0 LATE: 07/27/17 West Palm Beach. FL 33407 3 (305)871.-1530,F.,:(305)871-1531 4268 Westroads Or4ve 2 —1:1DRAWING ........... '\NX is — 701VAL -O01CLL617T%Qj,.P.E. A WALTER A. 17—T 1"67 P.E. Sik/SIGHATURE/DATE I FLORIDA I.-#4416' 5 S)IEEE 6 18 OF 20 + GENERAL IMITATION AND ONDIIION OF USE FOR BERTHA �(31 ( W BLADE A WORKING IN � UNISON WITH HV WI 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110, - 110 px.f. If 2.W.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A.0.G&H ON SHEETS 6,7:AS WELL AS j 1 t MOUNTINGS M.0,i•U&W ON SHEETS 16& 17. 1 ONLY CENr£RNATES-,,,,1 86TH W 4 OR 2 ARE N10W'ED WITH1 •- OR�� (,2¢�2J AR ED IN A SYMET OR DPPONC TAUT.IN CASE OF OPPOSING pCYOLIT, FAUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE or CENTERM E. TIP.EA.ENP 5..(A)HV WINDOW BLADE7@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS �; I ♦ f 0"0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4, L4— MAX.5 WINDOYt5 k; OF ANY CLEARANCE FROMTOP OR BOTTOM EDGE Of HV WINDOW RLADEQ ALLOWED'AT HV_ u°"i ♦ ♦ p r o' 01 OF ANY]"m HOLE FOR 44 SHALL BE 12'. WINDOW RUDE'iP a �, =r ()FIRWINDOW BAOR LSFT BLADE COMING OUT FROM STARTERS AT ENDS'MAY BE HV ♦ r s Qg (D)HV WINDOW BLADE(g MUST BE USED ALTERNATE TO A SOLID W BLADE 10 ` g X THROUGHOUI SHUTTER'S WiDTN. r ♦ ♦ r gY: (E)CEfERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV FRS J j ♦ ♦ . 3.G RLAOS i AT EITHER SIDE OF THEM. `' 33LL SEE END ( ya (F)POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO THj1 TABS FACE CONNECTION �`• J 1 r r • J 6pa THE INTERIOR OF THE OPENING BOND PROTECTED,KV WI NDOVl ILIA MUST RE DETAILS UH SHEETS/ r r li I $�_' ll.A'L ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. IO& 16 TYP. ,/I 1 3 INC. FULL HEIGHT.•'•""" ' y.-1 I &„ 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLA11ONS INTO WOOD FRAME ,,,�+ /� ^�P, BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES s YP YP A44: Btt 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS 12 INTO 13 POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY _) SPAN AND DESIGN LOAD(SEE NOTES t&2 ABOVE). Ll R.MINIMUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-1996: � )(SEE PIAN FOR REOUIREIAENTS) I TYP TCP&BOTTOMLV tJ'21 pqd A5 Cq(S}hI WIND ZONE MINIMUM SEPARATION TO GLASS WIDTH r _ —._. i THRU 3 i' ELEVATION SEE-SCF faYILE`E OfN�r i1 F�aR svaz 6.25' EXISTING GLJ55-i CL' i ANO 01,'.765 4:EET FCR r / / 5I /`i� 2I�x221 \ �.1 / .1i W/fiS(EXTERIORCENIERMATES ONLY) TYP. �y XY '� Q, 53 4D TYPST—PLATES{�1l+2 7 %� �..L'-•—•--_,. 357 •atsn"c•..ry W/12�OR 29�AND VrfO'V(SE�NOTE 4 ABOVE) PLAN .21 2— TYPICAL TYPICAL 1) HV BLADE WORKING IN UNISON WITH HY WINDOW BLADE (1A SHUTTER* ---- ' t1,. Y' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone lry�•' •••• 02017 TILTECO,INC, Q2017 EASTERN METAL SUPPLY, INC, BERTHA HV T. A A 1 L E C O N Accordion Shutter System " 5i T§ s TLV. R" #1 W/OR W/O H.V. NINDOW BLADE Z t ( TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,p DESCRIPTION DATE DRAWN BY: L.C. 9 LG.� . Association, Inc. OLD t5–D85 7/27f}1 PATE: 07/27/19 ��".�•�.`t A( _\Y 6355 1I,w.360.SL,St,3C5,l90—GARDENS,FLORIDA 3318 5` Ph—:(305)871-1530,Fc6:(305)871-1531 4268 Westroods Drive 2 (5 Ayp�Al f, I't 0:tilt-0.1— West Palm Beach, FL 33407 3 DRAWING No a- II �V�VIY7'�L�TY� ES-0006719 17-107 «'.,. WALTER A 4 TfLLR Jr.P.E. SKEET P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.§A4167 s 6 19 OF 20 ;1 i 5^, 1 1/2•%O.G3S"THICK T^ _' INSTALLATIONS W/ (1 ) HV BLADE & HV CENTERMATES .21 -12.DO0" Ma%.- �M;n ASTM A-653 GRADE s0 Min._VaR1ES - Mtn.G-60GALV,STI Mo E,ETA' STUDS AT I6EEL-D.G. 2a%. I 4aa INTO METAL STUD WALLS * o 063 �,i j __----� - 1j2 o7s' c 3a i/4"o NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF_USE ALUMINUM SLEEVE %• 3)s',s 1/4-,o.o3s-THICK M:n. -T FOR BERTHA(1�HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY COPT.GAIV.STEEL TPACN GHAR\EL,;® 6"a.c.A rc 6-o.c.^ ; '1�_ SYSTEM INSTALLATION TO METAL STUD WALL ASTM A-.653 GRADE 40 Min,C-6D 1 / L- --^—}, SEPARATION TO GLASS SCHEDULE GALVAHQED FASTENED TO STUDS — W/S7}�iGat/2•TEK SCREWS DN i jExISTING FINISH 39 1 z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psO IIJTER10P,k EXTERIOR FACE AS APPLICABLE I < I N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM MIN.SEPARATION J ASTM E-1998 SEPARATION --sl LENGTH + t^ EXISTING GtAss•--� TQ GLASS u' � C 3. ALLOWED MOUNTING: 6iS ON THIS SHEET. TO GLASS " (SEE SCHEDULE) I q,{I s v 1 THRU 3 43 1/4"0-20X3" BOLT 4. ONLY ENTERMATE21 W/ 24 HV LOCK ARE ALLOWED 1" O MUST PENETRATE 3G 1" , WITH 21 ARRANGED A S METRICAL LAYOUT. i 1I n USE OF (2) 35)(6" LONG, MINIMUM) MUST ALWAYS BE 4 4" ,1 3/4•,6 1/4•x 0.035-THICK Min.l EXISIING FINISH ,E ;` 1 a INCLUDED A7-EXTERIOR OR INTERIOR ACCESS SIDE OF #-7_a7a'-; i COIR.GALV.STEEL TRACK CHANNEL.i AS APPLICA9LE I, .250^-' - --i=.050'• j ASTM P.-653 GRADE 40 Min.c-60 1 1 CENTERMATE. ? I GALVAIJIXEO FASTENED TO STUDS 1 ' ,' q6,1/2"TEN SCREWS ON i 1 d3c r— 43a =I i}-- .IN7ER10ft&EXTERIOR FACE 1 t 1 ;6 E"D.C. 1 `6 6"O.C. uta • - ry� 1/4"0-20 THREADS " ' Jg 43a 1/b"P� ELCO CONSTRUCTION ^wI MQ,<< �... BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1 =- -=--- 1j2„ !2 CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAB—LOK HD � 436 6", , 1/7-,0S3 GRAHIGK CARIESrf a 6' &c. COMPONENTS Min.ASTM GALV.STEEL 40 ::.��:.({K`•. Min.0-60 GALV.STEEL I' ..,. 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