Loading...
HomeMy WebLinkAboutProduct Approval (2) I 11/6/2015 I Florida Building Code Online r ion , Ho ida Depaft Eintof BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Site Map Links I Search Busines Professi I *,USER:Pct ubliiccUproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 1,OFFICE OF FL#SECEZETARY FL389-R8 Application Type Revision Code Version 2 114 application Status ! Approved I i Comments Archived 0 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 Signatu i re Bill Feeley i Irodriguez@easternmetal.com Technical Representative Address/Phone/Em'ail i Quality Assurance Representative Add ress/Phone/Em;a i I i Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or, Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License I PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE O Validation Checklist-Hardcopy Received Certificate of Independence FL3.89 R8 COI HV ACCORDION CI NONHVHZ.Ddf i I I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202, 203 1994 I Equivalence of Product Standards Certified By Sections from the Code https://www.floridabLilding.org/pr/pr app O.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 I i 11/9/2015 Florida Building Cade Online � , ro. Product Approval Method Method 1 Option D ) Qi�' II Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved I 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ) -Drwg 15-086 (top and bottom) for storm protection Limits of Use I Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent 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 ASO load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. i 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks (1 Only�(Non-HVHZ)-Drwg 15-085 ((top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, W-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 W-0"for 110 p.s.f.for HVl and,HV1A working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks j COMBO-(Nan-HVHZ)-Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A, INC. DRWG.15-084.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 bere. Product Approval Accepts: e6hesTc M securi ntETtatcr I ' https:/ANww.floridabLilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw°/gad 2/2 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCr EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5Hh EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE WSrAUED AT HIGH VELOCITY HURRICANE ZONES �• �• C• DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CON CONTENTS BE INSTALLED WITH A DIRECTWNALIIY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SD.)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, W BLADES(11)AG w BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TIM 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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WAND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ,SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: • TYPICAL WINDOW BLADE&WINDOW DETAIL __ -MT BLADE 0/0214.01- 3,#07.15.01-03,f1004.01-0.5,#1214.01-05.00317.02-06,f0609.01-t0 AND#0210.01-11 AS PER TAS-201,M-202 AND TAS-203 PRDTOCOLS AND ASTM E-1886 AREA 2• W BLADE(1)AND W WINDOW BLADE hAl AND E-1996 SUNDARDS(MISSILE LEVEL.0.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203-PROTOCOLS LARGE-MISSILE:_ _ __ - _____-____ _ -(WHERE APPLICABLE) _ - -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.D,WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND f D725.01-88 AS PER TAS 202 PROTOCOL WICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 _ INSTALLATION DETAILS A-F•CONCRETE/BLOCK SHEET 6 2.W BLADE(D AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND/14x1.75'RESPECTIVELY,41 -0 1T MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 H STAINLESS STEEL SCREWS WITH 135.0 ke YIELD srizuaIH AND 180 lad TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CELIfERMATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. 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 S 30.0 W AND 35.7 61 FOR MAXIMUM SPAN TABLES SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE- CONCRETE&BLACK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3G4 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50DIS WITH 50 ksi MIN.YIELD STRENGTH AND 90 k0 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLOP"BUILDING CODE SECTION 24113.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE AStM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL.WITH 35 1d MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE ID: 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE 0&0 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,-W-COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT/5'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: W WINDOW BLASE_�ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TD INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN,1HRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHOT 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD AREA 4• HV WINDOW BLASE(17 ONLY CENTFRMAIES AND ENGAGE OR LOCK ALL W AND HD LOCKS 11.SHUTTERMANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCIA71ON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE IABM SHALL BE INSTALLATION`DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.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 RED..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION sVEIY AT SITE IS THE CONTRACTOR'S RESPONSImun. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PRWECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.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. R1p f1 MHigh �.s.•r.4 (e)ORIGINAL P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. FLORIDA BUILDING CODE(Non HI h Velocity Hurricand`SZone A F-IR A �/ YiY7j' ®2015 EASTERN METAL SUPPLY, IN .(�tom X .........r ��� BERTHA H ;, = I I L I E C O N A.S.S.A■ Accordion Shutter System D. *� �' *: Itv MADE#1 w/OR w/o tiv. WINDOW BlA(E American Shutter Systems DESCRIFnCN GATE DRAWN BY: M.L.--z 7F 71WT TESTING Tc ENGINEERING COMPANY rE OF ..•'• a fi=N.W.36M St.Sta.305.VTZHA GNZDM ROMA 331 268 We troadtion, Inc.Drit OLD 11-192 4/13/15 DATE 4/13%15 1., 4268 Westroads Drive 2 +' q Phone:(305)871-1530.Fax:(305)871-1531 DRAWING a-mal:b1ta..0..1.-. West Palm Beach, FL 33407 3 WALTER A.TILL71J,P.E. 4 eY.. 15=085a�.�jp 'WYR/N 11N`A FLORIDA U.#44167 7 SHEET ¢ P.E. SEAL/��fS�ATURE/DATE 6. 1 OFr2 J. --., 3Y FOR IromaYl WX® �p'• a VARIES 1.918• 1.491' ♦• \ o o Max. 'a� ,a •00' m 4 . 4.371 •3 v. 1 HV SOLID BLADE "375• �O OS HY 90'/180• STARTER 3 .HV UNIVERSAL FLOATER m QUALIFIED oR USE W/ COVERED UNDER US PATENT# 5458179 QUALIFIED FOR USE W/ HV BLADE tO (4)HV DIRECT MOUNT HV BLADE HV WINDOW BLADE; 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6053-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLOY BLADE TEMPER .T'. 6063-TS ALLOY AND TEMPER 3.226' 1.500" .12a '�'• : 0• y8 2.670' 3.556' � .994" 67 01 e 670 2226' 2 0 _ __ __ _ ___ 842 , 4.897' T. 07 HV ADJ. ADAPTER W/LIP 4.436 1 1,375' \! 0.072" -- 0.07 .920 3.226' QUALIFIED FOR USE'W/ HV ©HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 10 QUALIFIED FOR U E W/ HV O9 HV TRENCH TRACK ' 3.50- 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A TEMPER BLADE(t ONLY. 1� HY RAINGUARD BLADE F 6063-T6 ALLOY AND:TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER All 10 ' 1.938^ VARIES 1.936' 6063-T6 LLO YARD TEMPER oc •083' .093,1,c ,� .12 .060' o670 .D93' .093'o I. ' .OfiO'1.686' 3 520' 5 3.529• 7 2 q 11 HV CEIUNG HEADER p BY HEADER/SILL t3 HD CEILING HEADER/SILL . Q IFlED FOR USE W/ HV BLADE(t ONLY, QUALIFIED FOR USE W/ FiV BLADE 1l�ONI.Y SEE SECTIONS FOR VALIDITY- 6o63-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1Q - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE($ONLY. 6063-T6 ALLOY AND TEMPER k`.! COMPONENT A B T1 T2 % Y t S %MN Y MIL t 1• 1• .082' © 2• 5-MAX. 1/8- 1/8• .a un L 3• 3' 0.090' us 2" 5'MAX. 0.192' 0.192' QUA C T SIDE ANGLES CORNER POSTS (� QUALIFIED FOR USE W ALUMINUM ANGLES 19 zs• T MAX o.1so• a19o• / HV 041 D FOR USE W/ HV BLADED QUALIFIED FO�USE W/ HV BLADE(Dr.a�-_„•,�,•-gym"' 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' S' 0.139• 0.131' 6063-T6 ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurr one�Z ```,`?tlt�t P•�,I����7ji/''. 0 2015 EASTERN METAL SUPPLY, ..GENS 1J9� BERTHA HV� �\ F A.S S A Accordion Shutter System 1L E C O t.c. A.S.S.A. H.V.RAM#N W/OR W/0 KV. WINDOW ELME *_ American Shutter Systems EX No 00C@Pno% DATE DRAWN BY. MJ_� TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATe 4 13/15 S7A7E OF AL,= e355 N.W.361h.SL,SW_305.V=0A GAIMS,FLoWA 331 426E WBstfOadS Drive 2 Phone:(SDS)87f-1530.Fa:=(305�71-1531 DRAWING No ,.• ?`� a-mail: West Palm Beach, FL 33407 3 15-085 /ONAL��``` WALTER A TIL11T Jr.P.E. 4 SHEET P.E. SF/&IGMlYU�2E/DATE U.a µ1 6 2 OF 20 4.660' 929' .6 6' 1 Y-1D+1 1/4'-x, CASE -745' 45' 2.293' T WAD TNRFAOED NOUEDLD ENWEL 1/ E CJSf .293' SSMSS aWDD PAINED C b ♦g• ,M (2 TYR) ENE CA ENWEL ' 1 'm LTAKED 1•AU/IFD' 0 o n TURN ,o •m N tt m G n mn lcR06. .062' 'ii U n ri 'v mo o c a75' 0 1.325' o .378 CRASS CYULa)ER BRASS CYIRIOER �• R KEYS(aWOWE (011n\7ME PLATED) �' �•-�51 0 a- FLAIED) 21 HV CENTERMATE 6,� s0 az5- W ® RV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADED&®ONLY 6-2) HY FLOATING C o 3023' 67s- QUALIFIED FOR USE W/ HV QUALIFIED R USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 & ONLY 2' BLADE 1Q& a ONLY- BLADE 11 & ®ONLY. 6063-TS ALLOY AND TEMPER C C 250'0.0. Q AUFIED FOR USE W HV BLADE 1 ONLY ta' ---"- - - -- 2.674' - - - - -6063-76 ALLOY AND TEMPER - PLASTIC-HEAD _-n m —._ 57a MOLDED ro -- `�- ---' 1.T56' 9 4.045' 2 SCREW I` 2.079- 1.753- // \ AFTER RIVEII 'a S BEFORE RNETING ob B N .N�•-as• o 1/4"1a-20 x 3/4" e j S.S. TH MBSCREW 114 /-20 RIVNUT* Lr7w ]�,'-.__L m m 4`SMIES 9444 AUNNUM(2024-T3 ALLOT)IARCE FLANGE M M --1 7 l 2T51Y �1 2' CHERRY MRSERf.,PA 0E20.AS MAt1UFICf0705NED aY AVOEL PLAN ` FRONT F2tVA710N � CREAKY 7DL10iM,PAR9PPENY,NEW JERSEY 0705E OR EQUAL © x, p CK RM_TE <.566' HV T. LOCK ® HY ALTERNATIVE LOCK LOCKER FOR -T` LOCK ENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® BY FEMALE "T` LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE tOONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE(t)ONLY W/HV BLADE QONLY. BLADEQONLY. 6063-T6 ALLOY AND TEMPERR- 6063-TS ALLOY AND TEMPER 5 91 1.917",--� 3.161 D THUNDERRN D63' CYLINDER OR • •063 ,062' KEY CYLINDER .2W .214' - .515' •o m 0,675'Min. ax. o~ o o (I m -40 .125'M O H OWCKING ROD ® HD CEWERE o *71 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & A RD •S eD4'6063-T6 ALLOY AND TEMPER 6063-T6 AU-QY AND TEMPER ® INSERT VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 &06063-T6 ALLOY NO TEMPER tt/2' DER•,(SEE DETAII9) �� _ EY,DERW - 1.76'Max, ® LOCKING ROD n, 1/4•0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADED a J75 ss 1 41° ♦d-2O A1SI 3O4 BY REGENT HARDWARE MORHSE LOCKS SERIES 2333 HOOK BOLT LOCK-', 6063-T6 ALLOY AND TEMPER 6 HV�18 —16 ACETAL / -� ,,�� ® RI S THUMBSCREWS QUALIFIED FOR USE W/ HV BLAOEQT & LL I05 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE D Fl ORIDA BUILDING CODE(Non Nigh Velocity BurricaneaZorfe" '6 DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F TL 1N/„ V BLADE Q _Y Q`,....�.•••J��',/ - ®2015 EASTERN META SUPPLY.INC. BERTHA HVTME Se L E C O LI+ A■S.S■A. Kv Accordion Shutter System • anDE#t 1N/oR w/o H.v:WINDOW BLADE *: /mil rrr American Shutter Systems E,• DESciwngN DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 OATS a/13/5s o•' P: 6355 H.W.3EtA-SL.Sm..Ds,MRG M CNWGwS,ROMA sal 4268 Westroads Drive 2 Pha o:(soe)s71 1530.Fax:(3aS)571-1531 DRAWING Na �i,,�F�(:'••.,,,.••'�a``�� a-moil•tLteco0ao4com West Palm Beach, FL 33407 s wutFEB 1LUN S71JT.P.E 4 rJ—�BJ ITNMIefffHN FLO MA U./44167 5 SHEET P.E. 3 OF 20 SEAL/SIGNATURE/DATE 6 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"0 12•MIN. CE 41 4 TO aADE P 625' ®O HV BLADE 1 1!-Ji-li E 1A te7s' D9 HV BLADE 1A 3 I Hv WINDOW BLADE D625• :�;tON y-X 7. .825• ® HV LONG RECESSED NYLON BUSHING s BLADE'S .0625 n KNUCKLE •D OPENW 1875• Y 39 F U N (TYP) 0.06 ® HV SHORT RECESSED NYLON BUSHINGI; © HV NYLON HAT WASHER OUR ® co i FLAT PoRf10N RI 3 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I Ii `^.4V ""°2.750' X -- — _-- 0.870 x3/16'THICK NYLON WHEEL 3 I I - N 2 7/a•MIN.__._ _ _ FiV WINDOWtO625* CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION -��73 ® HV 1 3/4"ACCORDION PIN W/ 08 HEAD * EXTERIOR 1 OPwi� t s 3/4• <F„D _. 1 pE ON C TERS•++ 7.�• - ® HV 2 3/4"ACCORDION PIN W/ #8 HEAD 41 4 o �4 I•� 2 1/4 ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i i,j 9ETWSEEN TYPICAL HV WINDOW BLADE 1�1A AND n I i 3 POLYCARBONATE HV WINDOW DETAIL 3 N.T.S. OOR ® ( ® or B@ REQUIREMENOTE FO NTS) I OOR ® i *POLYCARBONATE YCARBONATE IMPACT RESISTANT HV WINDOW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * N PEOUIREMEWS AT EXTERIOR BLME KNUCKLE EM >< ( 1TO B� uE INNOVATIVE PLASTIC LEXAN 103 RESIN Uy ©OR ® f (SEE NOTE 'F' ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR (,�1 POLYCAftBONATE SOURCES FOR 44 HV E. EXTERIOR ® BLADE. TYPICAL SHUTTER ASSEMBLY ,,,,��PROPL1aFS � "`�"„n„� (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT n.T.s. HV PIN�2 0A'T&0R EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 oo.324• BLADE'S KNUCKLE. GRXv" ASI,VM am IbA.* am RDA SPOMFIC BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE NOTE FOR O 3 I REQUIREMENTS) STREKGT t ASry D07a 9.400 P.•a. 9,500 P. FLEXURAL STROM1 AT MD ASIM D790 1250D P+L 1440o p..t L� (3) HV PIN ®OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER O '; I F1DWM uoDLaus Am DM 34D.DDD P L 315,000 P.•L `t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, WACL •r >J ® I "DYCHO D00 &W IXM% 18 FT-w/m 17 Fr-0 SHEET !WHEEL CARRIAGE DETAIL SMOKE�DY waM 02W 47.2 X 64.5 X MAX .s, ASSEMBLY LAYOUT waE a II ACNO ws u DFvs o-t CUM at aAa _ pp N.T.S. SELF 1i1111011 A51Y.D1PY9 10/0 T BBD T ASIY D155 TEM E emFNcrN AFTER AMU da 9=p..L SM PsI. (1� HV BLADE SOLID & HV WINDOW BLADE DETAILS '�`EStRESS�`°""E "°°"° S"'Daa °'81p" 8880 ` 2-; N.T.S. ` 1-IX FLORIDA BUILDING CODE Non Nigh Velocity Hurricane rtge �; 02015 EASTERN METAL SUPPLY,INC. �P. ......... BERTHA HVTM As s p Accordion Shutter System"',KV.BLADE#1 W1 OR W10 KK WINDOW BLADE.. ll 9 American Shutter Systems !EV.N, DFSCIRWDOR DATE DRAWN BY: NJ- TILLIT TESTING & ENGINEERING COMPANY 7f� Association. Inc. 1 OLD 11-192 4/13/15 DATE 4 13/15 O' A Tc OF - sass Nn.sun sl,m ass,vwceaA GARDENS.FLDwDa sat ............ORION •.i�k.`� Phone:(305)B71 1 W0671B•(305)871-1531 4268 Westroods Drive 2 DRAWING No S `�`` P-mD4 mtec0000lwm West Palm Beach, FL 33407 4 15-085 'AA /ONAL ENS'.� WALTER A.aLL7T J.P.E P.E AA9 f610k4��URE/DATE 44167 6 SHEET OF 20 ®•�m f®,(��,,a *NOTES ON HV LOCKS AND CENTERMATES: A a t t MANMTDRf CONDITION I7:ONE F1V LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ®�"®•® ® OR 12"ABCVE OR BVW 82 OF SHUTTER SPAN FOR SPANS UP TO 1W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(�f or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED M OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON OQOQ • TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER AN OR FOR SECURITY PURPOSES. UP TO TWO HV t6® LOC OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 . OPIDONAL CONDITION ONLY WHEN MANP&IM #11 OR LIMITED MANDAMRY CONDITION -- - II _ _ _ _ ___ /2 IS USED W/IWO MAN LOCKING RODS ARE NOT REQUIRED ATQIURR-AN- POSITION, BUT MAY ° 4 mOS�x�6 on S�0 oa®� "® BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS-Sly-OR�AN-ALTERNATIVE-DEVICE----MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). = 4.MANDkMW CONORIDN/2.ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN ✓ \'i fd ® AND INSTALLATIONS AT ANY TEVATON. W LOCK 4 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Iti f ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS RIDAT TOP& Bog O OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® T�h S.w gnomm M UAN[Apff MMKIN#1 VAT 10 ONILY FOR U-SYMMEIRICAL caffmMm a MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1.2 Q 3 • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN.AND .Oj _ 92 � IN Sf TONS AT ANY ELEVATION.ALTERNATE LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT N OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR CENTERMATES SHALL BE MADE W/1/4'0-2Ox3/4"ALUM. t gVi 2 RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ��5 ge t! LOCKS AT 1/3 OF SHUTTER SPAN. 6. r'•�^•TOR`f COIL^ •�3 FOR KEYSTONE �+n*u= ulAT10N5• ONE HV LOCK 0 or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2.OF SHUTTER SPAN FOR SPANS UP TO 9W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR [I f j4 OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2"LONG FLAT HEAD S.S. SEE.END J S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTERELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 1 J x SHEETS 10, 18 TYP.Evu- " *NOTES ON HV "T" LOCKS AND CENTERMATES: MGHT. OF CORNER CENTERMATE ONE ALTERNATE HV T"LOC(Sa MAY BE INgN I FD IN LIEU OF HV LOCKS OR 0 FOR ANY SPAN AND ©�®�©•�°w®�`10��� I STALLATON AT ANY ELEVATION.ALTERNATE LOCK iE9 Y DE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG.SHEET D,WHICH MUST BE 1U• 5 ox m 1 ♦1 w CONNECTED M CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ©' 7O•©°'©� 7O•®°P MAXIMUM ABOVE AN 4"BEL WIMIDSPANS USEOOF TW_O LOCKOx ING RODS®LT P AND BOTOM IS MANK MAY BE INSTALLED ADATOIRY.DSPAN OR 12' ©*®" >9•Q"11s+���,® *NO S LOCKSdo CENTERMATES: ti H. . ONE ALTERNATE HD LOCK(S�MAYBE USED IN i0i�O TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOC®TO 0 IS W/3}B x 3/B"F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECnONS HDB—HVB AND HDC—HVC.SHEET 10.LOCK MAY BE INSTALLED_AJ—= MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnONAL. �; a_ J FLORIDA BUILDI COD ( on High Velocity Hurncdne is ane I 2015 EASTERN METAL SUPPLY.INC. /r BERTHA HVTiir' ` ' \\CENSF' ASS A 1 L E C INCO . � � N Accordion Shutter Systems RV.RAM#1 W/OR W/0 KV WINOON.�AOE American Shutter Systems RIM Fk DESCRIPTION DATE DRAWN = TINT TESTING & ENGINEERING COMPANY o= STATE OF a Isss NW.wn se.sm MS.vwDlw cA1mET+s FIAIM st A"oclation, Inc. + OLD 11-1sz 4 t3/ts DATE 4t/a3/,.,t�- 4268 Westroads Drive 2 . Phone (30.5)871-1530.Fox:(305)071-1531 DRAWING No -.1 000ecoB°�Ol.mm West Palm Beach, FL 33407 3 15-085: WN.TM A TILL T Jr.RE P.E. SFACft31BRAIVRE/DATE iLOR�AEI` "'D' SHEET I OF 20 NC.RETE ANCHORS P4BLOLCA POURED -(SEE.SCHEDULE ON 1/4'0-2Ox3/4'S.S. POUR CON CON REED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REWIRED 1TxR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 YsrOraE(SEE MOUNNNG®ON SHEET 7) SHEEP 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. 1. . Min. 1/4'0-20x3/4'S.S. Min. --- 2�® _ EO MACHINE SCREWS O_ USING 1/4--20 NUTS 9 O 12,O.C.E p r .250'Nox. )3 OR O 250'Nox. Max. E Ii' OPTIONAL ii ii PDONAL i _ i lft SAFNIW EDUaADE aE�N ST Aro O � i - MIN.SEPARATION TO GLASS ) I-11 RR am 1 OR ® EAVNG— (SEE SCHEDULE ON SHEET 11) F7051WG 01l0LS OA® L N MIN.SEPARATION TO GLASS I t GLASS r(SEE SCHEDULE ON SHEET 11) L H IX OA HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION � © BO HV WALL HEADER INSTALLATION + KEYSTONE EXISTNG r --- MIN.SEPARATION TO GLASS UK SU�74T 1 OR O I :I L —O EXISTING r—(SEE SCHEDULE ON SHEET 11) 1 aw I MIN.SEPARATION TO GLASS GLASS L E yIL i`(SEE SCHEDULE ON SHEET 11)aADES Nl EXISTING i �OPTIONALi - - I1/4'1/4'Alax_ E. 4 \ Mox 1315D.* i i i! i I /2. _-_- 19 .Rk - EO OA74 13OR 1•12OR® 1/4'0-20x3/4'S.S. Nin.EQPHIWPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-2Ox3/4'SS.PHIWPS MACHINE SCREWS USING TRUSSHEAD MACHINE SCREWS ONCREfE ANCHORS 1' 1/4'-20 NUS O 12'O.C. (SEE SCHIDULE-ON W/ 1/4'-20 NUTS O 12'O.C. RED Cc (SEE SCHEDULE ON SHEET 13) Min. ORU�CREPE BLOCK13)POURED CONCRETE REQUIRED OR CONCRETE BLOCK WALL REQUIRED OD HVWALL. SILL INSTALLATION ON 0 HV WALL SILL INSTALLATION POURED CONCRETE OR CONCRETE BLOC( WALL REWIRED O HV WALL SILL INSTALLATION \ NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ ) 1-SEE SHEET 4 FOR TYPICAL SHUTTER .E.D.-EDGE DISTANCE O H Y BLADE ASSEMBLY [��E77- S OF USE FOR 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) SHEET 18 IN ANT'WAY TO SUIT ANY INSTALLATION. 1111111111 FLORIDA BUILDING CODE(Hon High Velocity Hurricane.:-Zone ` �A A. / iA� O 2015 EASTERN METAL SUPPLY, INC. La )yl SS � A \CENs� BERTHA HVTM! AS SA Accordion Shutter System = I L E C O LNG. . . . . HV.HIDE , W/OR W/o F�V.WINDOW9ADE^r' !f ��c*_ Americon Shutter Systems DESC N1 IIp1 DATE DRAWN EY:'.M.L = .p; ! TIWT TESTING & ENGINEERING COMPANY S AT OF Association. Ina. 1 OLD +1-+92 4/1J/15 DATE 4 +3/1s 9'•, :�Qc ess5 n.w.3am.5L.SAG 303,VR9•W GARDENS,FLOREA 331 4268 Westroads Drive z " y Pfwn�:(3D5)871-15D0.Fax:(30.5)871-1531 �SH WING"No - y /DNA WALTraEA—nLN1a.P.E. West PQIrn Beach, FL 33407 s F X 5-085� ZONAL ALTERA UI e44167 5 EET (`} 14 P.E. SEALJ9RATURE/DATE G OF•*20.-- Y0? -- - - - - - - - --- --- -- - -- - --- -- - ----- - - POURED CONCRETE ANCHORS i ) OR ®+ i '-� li PTO CLASS i T CONCRETE (SEE SCHEDULE ON SHEET 13) aA;s(SEE DTI50NC t f(gp Saawa ON REQUIRED EDGE OF 1 -.11EE me GLASS-•-i fat tFEf�nawlt _ -I . 4EET it) I STAB E l a 9fII fg E1.R I ro OIA99 g I 0. APPLICABLE EXISTING ' IAAL6@a® 'y. l�(Sa SOOnuE 1 _LASS t 1 aN 95Erfq \ II II GiNS�Il ALTER EXISTING t ANCHOR I GLASS- i LOCATION /I0z3/4`HEX WASHER HEAD FI1.41 r1.6 3 O 15 I J/ wl• TEK SCREWS® 12`o.c. i sADGE 9F3/9WIN. CONCRETE ANCHORS APPLICABLE n 7 (SEE SCHEDULE ON SHEET 13) EDGESLABOFEDGE OF APPU ECABLE GLASS— �B.ff I 1/2 1 EWE OF i WN SEa CABLE •Q• O. 1 APPLSLAICABLE POURED FIAT HEAD CONCRETE ANCHORS i_ m aAs CONCRETE ' CONCRETE (SEE SCHEDULE ON SHEET 14) _11 FIIiaA�@ _ POURED. - _ _ _ __ _ _ _ _. _ _ _. _______ ______REQUIRED. _ ___ __ _ QU1RmM 51EET tg ROR CONCRETE FIAT HEAD CONCRETE ANCHORS REQUIRED E.D. D.r (SEE SCHEDULE ON SHEET la) 11 •TRENCH INSTALLATION VALID ONLY FOR UP TO+70. -75 PSF A.S.D. HV FLOOR INSTALLATION t O HV WALK—OVER INSTAL.TION DESISCHGN LPERESSURE TING &FOR SPANS PER © HV CEILING, INSTALLATION M 11 EXISTING Ml.StrA1LUON CONCRETE ANCHORS ID OOMA IaL sPNWm+ (SEE SCHEDULE ON �--ON s it) �_ ro MAss SHEET 15) t/4'm AR'�TrE�wi Qj . EXSTING TEnEaLWY at 1/4'0 POWERS EXl5T1NG FD(ISTING--•j MN SFTAMIWN ro aA� GLASS-� FASrE ERS TAPPSZ+ANCHORS W/ MAX. GLASS 1 : GLASS -IDg SOYD"ON'32£I 11) ----0 I N1A SITYA-N ro 1 3/4'WDL EL@EDWERr 0 6• Slmnlu. 11) 1 O.C.I'M UP To 6'-W SPNI AND 1 1 0_C.FUR SPANS LARGER THAN 1.1 1.1 61-0'UP TO e'-O'MAX APPLY 60 I +1 1/4• 1 SINANT AT flI W FASTENER HEAD MAX. (1TP.)(SEE NOTE 1t ON SHEET 11 3 8_ 1/2' p r 1 1 /1Oz3/4'HEX E r FOR LTHHTAWl6 / MAX. I I 3 OR Q I1 , WASHER F1FAD COMA SFAIrNT ' W II TEK SCREWS L W YW. O 12`O.C. 8 i i i i Es /14z3/4' HEXHEAD t 8• I I 1-20 3/4'SS US TEK SCREWS O 9`O.C. i ---- /14z3/$S.D.S.CONCRT _ ___ i i i 1/4• NG 1/4'6-20 NUTS OR 1/4.0-20 SS.M.S. (SEEHEXS ON n t _ _ 6 + ]� J/ O 9'O.C. 1 -- - Max. W/NUT O 9-O.C. I s.••••;"T tic E)OSTING NON STRUCTURAL j SHEET 14) ••'• iiP.-_____ )7��6 1{2` 1' )7 )S .,•.1....2.O E�DNIN. �1R61(OFiWMl1YE I J EDGE OF ? I' <' SLAB IF /14z3/4•F.H.S.D.S. t MIN: PoURED wSILL) I,I 09,O.C. 1 7{6` 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) _ REQUIRED A. n D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 EE NOTE 13(b) POURED CONCRETE ON SHEET t :.•: .•.• +s,1' p, OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUIRED ,' '�'' REQUIRED I�il KEYSTONE MOUNTING INSTALLATION i-;; OPTIONAL POURED O �( WALL FLOOR INSTAL'-eT1vn MA)ODUW A.S.D.DESIGN PRE�tME:+ea,-T2 Pa - z. >'+� CONCRETE © HV WALL WALK—OVER INSTALLATION MAXW M SHUTTER sP.w a'-0• REQUIRED �--• �J HV RAINGUARD INSTALLATION t t THIS INSTALLATION SHALL BE `- NOTE FOR COMBINATION OF SECTIONS r E.D.-EDGE DISTANCE REMOVABLE WHEN PERFORMID 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ADJACENT TO AN OPERABLE°� • SLADEVONNs OF USE�°R _INSTALLATION DETAILS W/ O HV BLAD€ r• ASSEMBLY SEE U 2-MOUNTING SECTIONS CAN BE COMBINED �`�� a IN AM WAY TO SUET ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane-�oiie rIC1j�rrA//' - ®2015 EASTERN METAL SUPPLY,INC.. BERTHA HVTM J S S A �5 �y�?••'�CENSF'•:� -; Accordion Shutter Sys "` IL LT EC 0 INC.INa. ■ ■ ■ ■ FLV.IXXX#1 W/OR W/O H.V.WVWW BADE American Shutter Systems tEV.W DESCRIPTION DATE DRAWN BY: MJ. -O'• J LATE OF TILUIT TESTING & ENGINEERING COMPANY •��` 268 WeOtroGd Inc. 1 OLD 11-192FLO 4/13 L5 DATE 4/13 I5 36r( sL,71 153 .Fa. GSVDel3.1-15 A of 4268 Westroads Drive 2 PNPne:(3Ds�71-ts3o.FGz:(3os)Enf-ts3t DRAWING No %,ens, ``��� r m:IEU-��9— West Palm Beach, FL 33407 3 15j-085 i ArAIA -� WALTER A TIUfT I.P.E. S P.E. ' I diA�LURE/DATE 6 7 OF 20 FLORIDA L� /44T6' s SHEET SEE NOTES ON LOCKING RODS©,HV LOCKS @ ar OUT 9a IN r EXISTING GLASS INSTALLATIONS W j 1 HV AND AUEIMTE HV I=0 ON SHIN a / **BADE SIACK DETAIL HVF IS VALID FOR ALL BLADE Wj HV CENTERMATES CENTERMATES APPI,DAMON WITH BLADEo SEE END WALL CONNECTION /(�EXISTING GLASS - -------------- ----L----------------------- 2•41x1/6'a9'-2 3 1/4' T^ 61/2- (601T3-To ALLOY)ALUM. 7' ANGLE W/(2)1/4.0 TAPCON 1/2• OPPOSING ANCHORS TO CONCRETE ©`® SYMMETRYCAL (TO/Borrow)a CENTERMATES --- _. i _ II10x3/4'S.N.S.® 12' 7C- MIN. SEPARATION -- ------(a)/10x1/z--sus..-ro-TUNE - -- - CENTERMATES AT EACH ANGLE f --Oz.FULL L&GHT. - _W--HV_LOCK & or Wj �_� *T (1,a) fI /--o ___ - HV LOCK or To� I (SEE-SCHEDULE------ 5 35* I N 3 * 3 ON SHEET 11) 5 1 9a 03 WTI HVQ HVA HVB Qm®pt©+O7 m®my.Q*®ai POURED CONCRETE EXISTING GLASS E OR CONCRETE BLOCK WALL. (0 o+© F REQU ED cuss ® O ® O ® SYMMETRICAL 70 6_76«Q ®�+ + * « ------ CENTERMATES I N NINTO GLASS SEPARATION a W/ HV LOCK 661* oPnoEu1 (SEE SCHEDULE 5 MIN.SEPARATION � * (INTERIOR) ®*®�O9,®aR 1�+�$ ON SHEET 11) TO GLASS (5EE SCHEDULE !N OPTIONAL ON SHEET 11) - (INTERIOR) - L _ _ OUT -.`-_—_—_—_—_ __._—_—_ —_—_—_—_—_ CONCRETE —_—_—_ _ _ _ * �. '� ANCHORS® 1 I6•G.C.3 =A.�- - VARIES _ 1C/7W a °a OL]T 0 1/2'MAX.SLACK oUT 5 (EXTERIOR) HVE C3 HVF** HVD FLORIDA BUILDING CODE(Non Nigh Velocity Nurricar e`Y t \\\11111111HINl/ 1 `�\\\j A;71C1 ®2015 Eu,ERN METAL suPl>LY,INc. BERTHA HVTM 10 A S S A Accordion Shutter System ' 1 L E C O N K�BADE , w/OR W/O KV_N1N](Nd � TIWT TESTING & ENGINEERING COMPANY AnlerlCGn Shuffer Sysfems �,, � DATE 2._ ML STATE OF :�= °15'NX 361h•n•S< �,Ve�aA CAROM NJuew u1 Assoetation. Inc. T OLD 11-192 4/13/15 DATE: a/13/1s Phone:(309)871-1530.Fax:(305)01-1531 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 a %Fs8 F<JG WALTER A.TI LR P.E. 4 15-085 'Oj��ATP1RE/DATE FLORIDAUD f aa1sT s SHEET s 8 OF 20" ALTERNATE INSTALLATION WJHV "T" LOCK HV A " " SCE ER 8 & LOCKERS HV * SM MD CONNECnON wmis a* slims 1D t 1e INSTALLATION n HV BLADE OUT IN '?'�°�"` 1AADEpSLACK DETAIL HW.WMATE ON SdET s, W/ HD CENTERMATES AS WELL AS UNNSRS&FLOATING BIADEC 0__HDD-NVD. u 6• 7 m 8 4 I INDIG,7ED oN THIS s. WY SE USE wrtH Tws ALTTATM, DETAILS ON SHEETS 10 h8 I 1D•®a®•�©®m NST/LLATKNI DELL HYG SHOWN IN THIS SNE2T. - - -- -- - --- - - - (sow-To N+_Dp 35, ANaEw xTO -- (oPLIDNAI) 4 (4)/la1/r sus Tn TTrg i I1�aa Fiiii ART AT s Ai EACH ANCIE.(71P) I N <.)H.V. I N (4)H.V. ro 30 HV T" 1 PINS(Tw.) 7 x/r PINS cm.) a TO w`sm 5 3 LOCK (INSIDE)0 1 ) 1 - ------------- - -- - - - - - -- " T I/4 sr6 ® 5 1 2 29 1 1 z ye- 5 OUT 31 oR K 3 31 oR 32 31 on 32 35 31 oR®2 1/4" 0-20 x 1 1/2" S.S.M.S. 435 *SEE NOTE 6 FOR HV LOCK®. * 2 W/ 7/8"0 x 3/32" WINGNUT. caPTIDNAI>HDB—HVB OUT ( HDC—HVC -r LOCK,ON SHEET 5. SYMMETRICAL HO CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HO CENTERMATES W/ QF LOCK (INTERIOR) HVG* W/� LOCK (WERIO ) aim LARGE FLANGE 1+u SHEET NUTSERr, D 10 As MANUFACTURED FFY AEL amxr 7E(RR.PApSRpH.NEW •®\ JERSEY 6 J�y'��/� a 6•7 G7054 W EQUAL c7:t:sr, ---- --•--3 ----- ------------- O #SEA Hms W INKING ItM a RD®LDoS ONSHEET S ##W491SAL Ftam&MADE00CU&HDD-"B If vA10 FOR ALL mmTa m APR1rN1oNe WRIT MADE Q HDD-HVD FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: =ate ���``��R N. T���/T Aj ®2015 EASTERN MEAL SUPPLY, INC. BERTHA HVTM - = fT1 L 7EC O i N�. A■S■S■A■ Accordion Shutter.System - 1- L FLY.S ADE#1 W/OR W/o H.V.WINDOW BLADE _ 00 /��''r T"= Ame�ICan butter Systems OEscRWTIDN OATE DRAWN M. M.L. TILLIT TESTING do ENGINEERING COMPANY -a'• STATE OF :Q; Association, Inc. T OLD 11-192 4/13/15 DATE: 4/13/15 -•• �'(` 8355 N.w.36GI.SL.St.30.VNMM GATMM.Fllx�A 331 4268 Westroads Drive 2 Phone:(305)871-1530.Fm:(305)871-1531 DRAWING No �: a 1:HlheoBoGT.wm West Palm Beach, FL 33407 3 rP.E. � EB-=8719 15-085 /CNALE Ape` WALTER A TUMT Jr.P.E. sSHEET SEItLJS'INTF�ATURE/DATE A �'` "187 6 9 OF 20 ETE CON POURED CONCRETE OR POURED CONCRETE POURED OCRETER OR CONCRETE CREETTECRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED -EXISTING G - EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 2'MIN EXISTING GLASS e 16,O.C. _ -T f -s 1. � 2'MIN. r--� MIN SEPARATION T- SEE MIN.SEPARATION SCHEDULE EOON SHEET 10 LASSSEPA(SEE �I ro awss(� MN.SFFAI7ATiDN EO EQ TO GLASS(SEE 11 FOR BLADE®AND SCHEDULE ON SHEET 1 ro GLASS(SEE 1 ON SHEET SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEEP 19 FOR 11 FOR BLADE®AND 11 FSCH�H/NE I SHEr 19 F AND (6083-T6)CONE. L3AADFSO&Q)jj /. ` ann�m&FOR� t/z ' ��19 FOR (LOCATE AT OAND ON SFfET 19 FOR ALUM.CLOSER �r ERt1FR SIDE l3ADf5 m& PLATE.(LOCATE t/2 OF 5Q) AT EITHER SIDE MIN .' 1/2'MIN. I 4 USE I'OR 2'MAX. Ij jiox1/2'S.M.S. I --_--- (ALUMNUMAS C�P ANGLE 6'x0-2' #10x1/2'S.N.S. _—__-_ ® 16'O.C. _ 4- . 4 �_ (6063-T6-ALLOY)-AT-MIDHEIGHT(1) ®IOx1/2'S.M.S.TO®&4 (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL%FO ) OR !]TREK SIDE OWALL AT I' .F®LOCATE AT ) DR SIDE CONNECTIONI OR & SEE DETAIL X FOR TO TRACKS �SIDE CONNECTION �R ®alJ"07 a8 • a SEE DETAIL X FO 4a 6 7 a e 1 TO TRACKS aSIDE CONECTIOO •®a ®a 10 ®a© d ©'®� TO,TRACKS o•®a®•�®®a ®•+®a®•a�0•®a ®•®a©•a�0•©a O•®a®•®a®•®a®•® O•®a®•®a®•®ate O ®a® ®�®ap® ®a®•®ate•®a� END CONNECTION DETAIL t�3 END CONNECTION_DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 ♦REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR EXISTING 4 EXISTING GLASS CONCRETE BLOCK WAIL"REQUIREDGLASS 4 _ MN.SEPARATION $1 1/2'S.M ��__._________ ro MASS(� ® 16 .c. MIN.sEPARn110N Y s_----- ----_ SCHEDULE ON SHEET ro GLASS(SEE D ____________ ___- 6 OR®OR�OR ______— �7�yS' 11 FOR RARE®AND CONC ETE 1/2'MIN. SCFiFDUIH ON SHEET © @ ® ®�j°"L-•�ON SHEET 19 FOR ANCHOR® 11 FOR BLADE(OAI'DOR OR'I OR�- E'er CONCRETE BLADES ® 12'O.C. ON SHEET 19 FOR 4 __-- _ oR t' 5 BLADES(D&® _ @__� _ ANCHOR Q .Cn;jf-3rn O.C. 1/2'MIN. _ 4 ---- EQ 6 OR®OR(D 2"MIN 2•MIN. ♦SEE UMRATIONS OF USE FORVIEWy � 5 BLADE®ON SHFFT 19 ®OROOR�OR�OR� Y �."z.��...••-'fie I OR ®` PLAN > QUAIL X 1 OR � ®a�a©•Di a0 1o•®a ram''_. �"�•"t POURED CONCRETE ORLL END I STALLATION �__. CONCRETE BLOCK WA O•®a®•�®•©' �"`'' REQUIRED ©•O•®a©•O•®a HV BLADE OR HV WINDOW BLADE INTO: ©O ®a©O ®a ®•®a®•®a® ©a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 p.®a®•®a®•®ap® END CONNECTION DETAIL© ap FLORIDA BUILDING CODE Non Nigh Velocity Nurricane'Zone AAq R 11 "r�CtIgAA''' ®2015 EASTERN METAL SUPPLY,INC. BERTHA H TM ENS''.'i9 1 L E C O =N�. A.S.S■A. Accordion Shutter System Itv aawE#1 w/OR w/o Itv YNNDOW®aDE TILLIT TESTING do ENGINEERING COMPANY A1nYrICOIn Shutter Systems Ev. DESC11umoN DATE DRAWN BY. M.L STATE OF :Q D36v N.W.36th.St,SW.305,VIRGM GARDENS.FLORA 331 AssoClation, Inc. 1 a-- t 1-is2 4/2L DATE: 4/13/15 �'' •.� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No G� --a:ult ooa d.00m West Palm Beach, FL 33407 3 1 S-08S �1";' 8/0NA4 ;' wx%� WALTER AEB-00o671J,P.E. P.E.�A�Ktl f()RE/DATE FLORIDA Uc./{4167 6 SH 10 OF ZO SCHEDULE #1 SCHEDULE #2 SCHEDULE #3. MAXIMUM SHUTTER SPAN 4' "L+' OR 'L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+' (ft.). FOR INSTALLATI ONS War .„ or OR 'L-" (ft.) FOR R "L (ft.) INSTALLATIONS wsrA AnoN IFGEND CENTER .® ® INSTALLATIONS W/ WiYMMErRICAL CENTERM CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ®Or or &�� & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. AT % ONE HV LOCKS HD LOCK ®W/-NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE FN °T W/ NO LOCKI G RODS® OR W/ NO LOCKING WALL A, B. C, D. E, M. N. 0, P, 0, A.S.D.DESIGN PRESSURE RATING. ® ® OD MOUNTING F. K & L R. S. & V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t.tt) (VAUD FOR MOUNTING Q (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.tfl SHEET 7) FLOOR/CEILING G, H, 1. 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 6 CONCRETE&WOOD CONCRETE MOUNTING & M ABA I �0 0 A9�.p�Nip INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PFJMSUW WALL MOUNTING FLOOR/CEILING vRE� WALL MOUNTING S FLOOR/CEILING MOUNTING DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. wawa RATNG & PAtvIG GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, O.J.) MOUNTING (P.�.t.) FLOOR/CEILING MOUNTING �•�t') - DETERMINE MAXIMUM SPAN 'L—•FROM SCHEDULE. OR (+ _) (+ _) FLOOR I Au.YL (0)c r 0 MAXIMUM SHUTTER SPAN "L+•OR "L-•FOR L+ (ft) L-(R) L♦ (� L-(ft) L f (ILL L-(ft) L 4 (ft) L-(IIJ I IN 30 OR LES 16'=0' 16'-0'- -16'-0' - 16'-0' 30'- "16'=0' --16'-0" - 30- le'-0" `-16'--0" INSTALLATIONS INTO WOOD SHALL 8E UMTTE_D TO FINAL MDETERMINED-SPAN-BETWEEN MAXIMUM ALLOWABLE SPAN IS EOVAI.TO THE 105 psf.A.S.D. DESIGN PRESSURE RATING. MINIMUM DEIETtMINm-SPAN-BETWfEF1 ------ 35 14'-10' 14'-10' 15'-2' 18'-0' 35 14'-10' t4'-10' 35 15-2" 16'-10' 40 13'-10' 13'-10" 14'-2• 15'-2' 40 13'-10• 13'-10" 40 14'-2" 15'-2' (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR UNTINGS: /_ 45 13'-1• 13'-1' 13'-4° 14'-3• 45 13'-1• 13,-1, 45 13'-4" 14'-3' t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN MOUNN WALL MOUNTINGS I 50 12'-5' 12'-5' 12'-8• 13'-7' 50 12'-5' 12'-5' So 12'-3' 13,-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MO SHALL BE AS INDICATED ON MANDATORY CONDITION #2 55 11'-10' 11'-10' 12'-1" 12'-Ii' 55 11'-10" 11'-10" 55 11'-1' 11'-11• FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-4• 11'-4' 11'-7' 12'-4' 60 11'-4• 11'-4' 60 10'-2" 10'-11• NOTE 85,SHEET 5. RATING: 65 10'-10" 10'-10' 11'-1' 11'-11" 65 1O'-10" 10'-10" 65 9'-5' 10-1" - DETERMINE: Lt+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 11'-5• 70 1W-6' IW-6" 70 1 8'-9" 9-4" L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 to'-I" 10'-1' 10'-4• 11'-t• 75 10'-1' 10' 1' 75 - 8'-9' t1'E XCTPT THAT MAXIMUM SHUTTER SPAN'L+°OR INSTALLATIONS. ' 80 9'-10• 9'-10' 10'-0• 10•-9 80 9'-10• 9'-10• 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8• 91-6. 10 85 9'-6' 9'-6• INSTALLATIONS INTO CONCRETE OR CONCRETE 13LOCK RATING: 90 9'-3• 9'-3' 9'-5' 10'-1° 90 9'-3• W-3° SHALL BE LIMITED AS FOLLOWS' DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0° 8'-9° 9'-2' 9'-10" 95 9'-0• 8•-9' LIMITED TO +64,72 p.s.f. AND 8'-D'SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4' 9'-0' 9'-7" 100 9'-9• 8'-4° MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7° 7'-11" 8'-9' W-4° 105 8'-7" 7'-11' 110 8'-4• 7'-7' 8'-7• W-2' 110 W-4• 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS "Lz THE 115 8•-2" 7'-3• 8•-4• 9'-„• 115 -2" 7•-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN tt+•••Lz+', "Li-" AND TN 120 e'-D• 6'-11• 8'-2" 8'-9' 120 e'-0' 6'-11• (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-0' 8'-5' 125 7'-10• 6'-8" ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN ,.a.- :T^ 130 7'-8• W-5' 7'-10' 8'-1' 130 7'-8" 6'-5• WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR" ? MINIMUM SPACING. 135 7•-T 6'-z• 7•-s' T-9' 135 T-T 8'-2• SEPARATION '�"' —� 140 7'-S•. T-11' 7'-7" 7'-6- 140 7'-5• 5'-11• ASTM E-1996 TO GLASS ffi.}ram=^� 145 7'-3' S'-9' 7'-5• 7'-3" 145 7'-3° 5'-9• 150 7'-2" 5'-7' 7'-4• 7'-0' 150 7'-2' S'-T 155 7'-0• 5'-5• 7'-2• 6'-s- 155 7'-0• 5'-5' 1 THRU 3 1" '} t` 160 W-11" 5'-2• 7'-l' W-7" 160 C-111 8'-2' 165 6'-10' 5'-1' 7'-0" 6'-4' 165 W-10' S'-I. 170 6'-9' 4'-TT 6'-I1• W-2" 170 6'-9" 4°-tt' 7 � 175 6'-7- 4'-91 6'-9• 6'-0' 175 6'-7' 4'-9• 18 6'-6" 4'-8' 6'-8' Y- - 18 6'-5• C-6" H V BLADE . 185 6'-5' 4'-6' 6'-7• 5'-8' 185 6'-5• 4'-6' ha" 190 6'-4" 4'-5' W-6'- 5'-6" 190 6'-4• 4'-5" a' 195 6'-3• 4'-3' 6'-5. 5'-5• 195 5'-3" 4'-3° 200 6'-2• 4'-2' W-4' 5'-3• 200 6'-2• 4'-2' 205 6'-1' 4'-1• 6'-3' 5'-1' 205 6'-1' 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane,,ldriej z,„-„ 0 2015 EASTERN METAL SUPPLY, INC. „L,a`p11TlL FFr' BERTHA A S S A �'L E C O .N�. 1 Accordion Shutter System H.V.BADE#1 W/OR W/O H.V.WINDOW MADE American Shutter Systems kev.Ik DESCR"ON DATE DRAWN SY.MW.ILC. TILLIT TESTING & ENGINEERING COMPANY 1� * Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 yC _ ssss N.W.36t.St.Ste.3w•MGM GIFMM FLORGA 331 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ STAIt: o— 0;Nt..ft... West Palm Beach, FL 33407 3 15-085 c Dp .•44`�� EB—MO6719 4 O'"•••.CORE a WALTER A HILT Jr.RE ' F �\��� FLORIDA Uc/44167 5 SHEET ��'ii,'SIJSIG E/DATE 6 11 OF 20 :IL Cb'!• :I, .. ! �::4.�..1 . „• JIB . :il as®mou000 mmmouorao mmmvaovo a>tmm00000 mmmovovm o000000m mmmoovoommm00000mmmv0000mmm=a000mmmn==0000n=o=nn --�- mmmoo=o©mmmnnovommmoovvommm=ona©mmmnon=nn000000m ymmmOOt7OOmmm000OOmmmO000[�mmmOODOaflfmmOOOODOO====OD mmmOODO=0mm00000 0mm0=0==OmmOO=aa mmmOOO®a OO=O==©LS mmma100AL7 mmmOQOOO mmm0000O mmm=OO®a OmmODOO=O==OO=== mmmOO=®iiiDmmODODO mmm=DODO 0mm0ODaa mmmoo=oa...=== �O=OOOmO ®mmOOODi!mmmODOOO mmm000==mmmmm..."M ...."=m �mmmnoo®o 0mmo=moo mmmoou=o mmm=moo OmmOmmaa OOO=m©=0 mmmoon®oomm0000©mmmonovammmnnvoo9mmmn00000nmoonno mmm000nom®moonKE [HEMoonvom®mOOOoo0®mOOm mm" mmO[�0©O mm0000mO[Amm==OO==mm®=ama®mm®mOaO=OO®m®©m ®mnomoommmonnmemmmnn=nommmna=mommm000=00000000m mmmoo©oommmnonoommm000©mmmmom000mmmom=000nnomm=© mmmnn©mammm=on=ammm0000ma�mmn©aoommmonmma000000®m mmmon=aommmoomoommm0000 mm=mamoommom©mma000mo=©m ®m13nm000mmmovmoommmv00009mmmn0000mmmoov00000000mo mmmomaoo0mm=o=om®mm=ov=mmmmm000mmmm=m0000000m=mm mmmnm�oo mmmnonao mmmv=ova mmm00000 mmmovmaa ODOOmmOw =mm=®©oa mmmOOmaa 0mm0ODam 0mOm0aaa 0m=©moan o=ommmom mmmoomoo0mmnomoommm=n mad=[7O0®O= 1. .- mmmm©000mmm=ooaommmonmaamm0000moo�mmv=aean000m=©m mmmm©oaommm=o=oommm000aommmmmoar�mmmm©omanonmovmm m aomm=mmmm= ==mm mmmommao m=m000mmmooa ®movaamoo=m© usmmm=oaoa�mmomoaammmnn000mmmoomoammmoma0000n000=o 000� ' mmv=000ammmn®000mmm=mmaomm®a0000®�mnooaanmm�a mmmm=oao mmmnvaao mmmm=omo mmomamao mmooamam 0000m=m mmm©©aoommmomooammmn0000�moaoaoo�mmmm©e0000000mmo son , [mmmm©000mmmvv0000mm000ao®®©00000m�o©oea0000©®moo mmv®©000mmm00000�mm ommmmoamommmovoaonomo=mmm ovmmaaommmom000mmmom000mnmoomoomo©oamm000©=mmmm oaamoommm000mammmm000emm©00000a•mmAaoaao 0000mm ' mm=mooaommm000aommmooaoommmaooaamm=oaaa0000©=mmm mimmaa000mmmooamo®mmaaooa�maamaaommoaoeem000mm000 mmmooaorammmooamaa•mmoaaoomooaomaamommmmaon=®m©moa mmmaoaaommma000aomm000mmmm=000mommmoaa000nonno©o mm=000am 0000ao mmamoaammooaaoomo=maaoono©®Doom 0 mmvaooa000mvoaoommmmamaammmaammammmoamaomoo©Doom 0 , • • . , e mmoa000ammaooaoommoa000av®000aaoomoaooa000®©mmmm _ mmm000aommoaooamumooaooammoaoaoamm000000000nnmoo 0maaaaaa 0maaoaaa 0maao0oa Mmaa momomaa m"mammaa OO©=mmmm 1 • 1 mma000aamm000000mma00000�mvaamommmaaannomommm �mm000000mmo�0000mm000aaa0000mooa000mooaaon=00000 • • m0000aoommo a000mmoa0000mnoom000®moaa000000=m=mm m 000000mma000000ma00000m=aaoavommoaa0000 ©= m m m®aooaao mmoaa000 mmaoaaoo�om000ao m0000aao o�o=Pomom �m0000000m0000000�000000a®avo�iP000m000000000000moo m000aooama000000 ao ooaoRoomoaaovamm000000®m000m m0000000maaooaao0000000amooaoaoomooaaa000m©=mmmm ��O'0000000�0000000m0000000m0000000�0000000000m0000 _ • m0000000maa000aomoaoaoaovaoaoaaouooaa0000m=memmm moaoamoo maoaaoma mvooaaaa moodooaa m000v am nommoemm ;•;, ; �i f 0��� MAXIMUM ANCHOR/ SPACING A-) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE HOUN-TW9S E,O,&H ON SHEETS 0&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Rtwo omcnMyOMME am RNlD OOIt1CTF - (A) TO COSTING POURED CONCRETE:(Min.rc-3 ka) wmm OWALL SILL MOUNTING ©COUNG MOUNTING I @FLOOR MOUNTING - 1/4•0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIDOL(Lfn.rc-3 k5l) SPAN ANCHORS SEWNG J.MM - 1/4'/x 3/4'ALL POINTS SOLO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Win.rc-3 ka) (� kua®I 1aW/E PIES R010 W kSA OLSI IEWK HE61H R1TEC OF5101 MMUNE PRMW Ewa W 1/4'/BRIE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.V.=2 ksi) 30 140 1 60 175 190 120 160 205 30 40 60 75 90 120 160 208 30 40 6D1751901120 160 205 TAPCON OR - 1/4'/TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY ♦ 12 0 9 8 5 e 14 12 10 9 8 0 6 6 14 12 10 9 e 8 8 s TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC- 3'-0' 14 12 10 9 8 8 e 8 14 12 10 9 6 6 8 0 14 12 10 9 8 B 6 e TH ALL POINTS TECHNOLOGY (Min.1'c-3 ksi) OR LEM ALL POINTS SOLIDASET 14 12 10 9 8 B 6 e 14 12 f0 D 0 8 8 6 14 12 10 9 6 e e 5 NOTES: 14 12 10 9 e e 9 7 14 12 10 9 e e 6 6 14 12 10 9 B 0 6 e BLUE TM W/CAP 14 12 10 9 8 7 55 35 14 12 10, 9 B 8 e 6 14 12 10 B 8 e s 6 TAPPER+ Al)MINIMUM HOR EMBEDMENT INTO POURED CONCRETE A TAPCON OR TAPCON WITH ADVANCED 7HRFiLDFORII TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4,AND FOR BRIE TM W/CAP ANCHORS S 1 1/2'. 4'-0' 14 12 10 9 8 B 8 B 14 12 10 D 8 e 6 e 14 12 10 9 8 8 6 5S t4 12 10 9 8 e 8 4 14 12 10 9 6 6 6 45 14 12 10 9 8 6 4 3.9 A2)NINIMUY EMBEDMf}Nr OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SOW_BE'7/B'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 6 8 6 4.6 14 12 10 9 B 8 0 55 14 ,2 10 e 8 B 6 45 INTO STUCCO SHALL BE PERMITTED.1/4•/-20 S.S MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND 14 12 10 9 75 35 13 - 14 12 10 e 8 6 6 9 14 12 10 9 8. 7 3.S 4 /SFE AIOn6 OH'USE FO11 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 e 0 e 6 14 12 10 9 6 e 6 53 14 12 10 9 8 B 6 45 �E&ON 91m'19 -- - - - 5-O 14 12 10 D 8 7 4 - 14 12 10 D 65 6 SS 14 12 f0 8-8.5 5-35 3 -- -- ------- -- - -A3)-IN-CASE-T}U1T-('RECAST-STONE•-PRECISE-CONCRETE PANES.-PAVERS-OR.ANY VENEER BE FOUND-ON_TINE DISONG WALL OR BOOR 14 12 10 9 6 75 45 - 14 112 10 9 8 B 6 45 14 12 10 9 6 6 4.5 L75 ANCHORS SHALL BE LONG E14DUGH TO RETCH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL-BE AS INDICATED ON - ----- 14 12 95 75 65 45 - - 14 12 10 9 8 75 55 4 14 12 10 9 e B 4b J: NOTES A7)&A.2)ABOVE.FOR INSTALLATIONS ON VIM SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 8 8 - 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 •5 35 INSTALLATION INTO EFS WITH METAL SUDS SEE SHEET 2D. 14 12 10 a 75 5.5 J - IL 12 10 63 7 53 4 J 14 12 a 8.5 55 4 3 14 12 10 B 8 6 - - 14 12 10 9 0 8.5 5 75 14 12 f0 es 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(A+TM C-90) \_! 14 12 a 65 55 3 - - 14 12 10 D B 6S 45 J5 14 12 10 B 7 5 &5 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY 4T.W.BUBDDL. 14 12 8 9 B 0 - - 14 12 10 9 8 7 S 4 14 12 10 9 7b SS 4 3 -1/4.0 x•3/4'ALL POINTS SGUO-SET ANCHORS,AS DISTRIBUII9 BY ALA.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 0 85 4 - - 14 12 9 7S 6 45 JS - 14 0.5 7 5S 48 3S - - 14 12 10 85 7 ♦ - - 14 12 10 a 75 55 4 - 14 12 e 7 75 45 - - - 1/4'/TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC..AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 11 7 55 4.9 - - 14 12 L 9 7S 55 { - 14 12 9 7 8 4S J _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORQED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. L4 12 10 B 0 6.5 - - 14 12 10 9 0 6 4 - 14 12 10 8 65 5 3.5 - NOTES: 14 12 85 7 ISS 3 - - 14 12 8 &5 55 4 3 - 25 B5 6 5 4 3 - - ELI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.517.51 0 - - 14 12 95 8 65 5 - - 14 12 B 6 55 4 - - WITH(ADVANCED THRFADFORM TECHNOLOGY ANCHORS IS 1'. ,J 95 g5 5 &5 - - 14 12 10 B BS 5 - 14 12 8 g.S 5 4 9'-0• 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 8S 7 55 4 - - 9.2)MINIMUM EMBEDMENT OF 1/4'/x 3/4'ALL PO DaS SOLID-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.ND 14 iS 75 0 4 - - f4 11 T SS' 5' 3.5 - - It B 55 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMTTED. 1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 t2 s 85 45 - - 14 12 85 7 5.5 ! - 14 105 7 55 6 4.5 - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 15 B5 55 4 - - - - 14 12 9 7 B 4.5 - - 14 11 7 5.5 45 35 10'-0' 14 12 ,0 9 7.5 - - - 14 12 10 0',6.5 5 - - 14 12 e 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISI ING WALL OR FLOOR 14 105 7 5 3S - - 13 95 65 5 { 3 - l0 L5 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS[NOW ON 14 1T 75 5a - - 14 115 9. e 5 4 - 25 95 8 5 4 4 NOTES 8.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL SUDS CONSULT THIS ENGINEER- 2-8 5 - U 12 8 BS 5S 4 - 13 10 BS 5 { 3 FOR INSTAL ATON INTO EIFS WITH METAL SUDS SEE SHEET 20- 14 12 10 - - - - - 14- 12 9 7 6 4a - - 14 LOA 7 3.5 4.5 35 - 11•-O' 25 95 5 - 12 9 e 4S 4 3 0 7 45 35 J (C) ANCHORS SFWl BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATXINS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - - 14 10.51 7 55 14,5 1- - -111,5 8.5 5.5 4.6 3.76 - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE E.D. VERSUS SPACING RELATIONSHIP FOR ANCHORS. BS 7 4.5 - - 14 11.517.5 6 S - 12 9 8 4.6 4 14 12 10 - - - - - 14 12 8 8-5 53 - - - 13 10 65 5 4 EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: I15 BS 4.5 - 11 8 55 4 3.5 - 8 0 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED DIELDLY.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING JS 9.5 - - - 13 95 8.5 5 4 - - - OS 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 85 - - 14 OS 7 55 4S - 11 8S 55 !.9 35 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - - 14 11-5 7- B 5 - - - 12 9 8 45 4 - - - - - FACTOR Ob e - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACTUAL 2S a - - - - - - 12 9 8 45 4 - - 9s 7 5 4 - - - - EDGE TAPOON TAPCON tVflFi MOVING ALL POINT SOLID SET BLUE TAP W/CAP TAPPER N ,t B 6 - - - - - - 13 95 85 5 - - - - OS 75 5 4 - - - - V BLADE DICrANCE THREADFORIA TECHNOLOGY YIN.SPACING.''+.: 14 12 - - - - - - 14 OS 7 SS - - - - it e5 55 45 - ED. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING 3 1/2' MIN.SPACING=3' 3 3/4' 4' 4. 14 10 7.5 - - - - - - 9 7 4s 35 - - - - 7 s 35 3 - - - - WHY BLADE W CONCRETE& HarsO wamTe CONCRETE 1lOO( POu1RED CONCRETE& POURED CONCRETE&I�Lam mNr1rETE ISJiQ&lE 9DDC. 1b e - - - - - - 11 B 5.5 15 - - - - 9 85 4a - - - - - CW7� TE Ea'BLOCK MIN.Fb=31/2'60L EA•2 1/P' 1R1 3CONCRETE8LOCK CONC�IE v BLOCK HH En=3 1/2' EbL-?,1, rFT 7.5 - - - - - - - 12 9 6 - - - - - 95 7 4a - - - - - V WIN DO 14 - - - - - - - 3.5 10 0.5 - - - - - 05 B 5 - - - - - BLADE WORKING 3' t.D 0.81 1.0 D- - 0.67 1.0 I 15'-0' 9 _ _ _ _ _ _ _ 85 65 4 _ _ _ _ _ es 5 3 2 1/2' - 09t 1.0 - - 0.87 1:0^ �j ,o - - D.5 B 5 - - e5 6 4 - - - - IN UNISON ♦ 2• 0.71 - _ - 051 7 - - - - - - - 15 0.5 55 - - - - - 9 Eb 4a - - - - - 1 3/4' - 091 - - - 0.43 - 25 16•_0. le - - - - - - - 8 9g 4 - - - - - 18 4S 3 - - - - - 1 1 Y 0.35 - - - - am _... <.'..rL 95 7 5 - - - - - 8 6 4 - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurric8ne. Zone o p.TILL/ ®2015 EASTERN METAL SUPPLY, INC�r:A,'�.'��. i ����ENSF T✓���'= BERTHA HVTM�N= :- -� 1 L E C O N A■S■S■A■ Accordion Shutter System tLV BADE #1 W/OR W/O RV WNUON BTAOE'Y �, American Shutter Systems T TESTING & ENGINEERING COMPANY �,. DESCRIPTION DATE DRAWN BY.. � Y •GC TIW STATE OF :��` 877 N.W.".St.Ste.393.VBGmIT GARMG,RDIZOA 331 Assoclafion. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 T+hwe:(3D5)671-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No o-moLl:BEec000a- West Palm Beach, FL 33407 3 '�AiAFSS/ONP'\� ``` WALTER 0.0TLLET1Jr.P.E. 4 15-085 RE I' Id ATURE/DATE FLORIDA Uo p 441s7 6 5 13 OF 20 MAXIMUM ANCHORS SPACING (jn.) §CHEDULE FOR A GTVEN MAX. SHUTTER SPAN, A.S.D DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONPREIE BLOCK INSTALL AT10NS (SEE MOUNTINGS 4 J.K t L ON SHEET 7) POURED CONCRETE POURED COINXffIE.BLOCK ANCHORS SPACING LEGEND 1 OVFlt T0F71CF1 QJ RMNGUARO MOUNTING QK WAU./FLOOR MOUNTING ©WMI/WALK OVER MOUNTING SPAN OR D M 119;401E Pff59.9E 91010 DEM N NWK 19ES W RONs W.OEM WANE PR6 K RAM DESION NMUK NAME MMO N WITH DV (18 TAPCON WITH ADVANCED [14 40160175190 12D I60 205 30 40 60 75 90 120 160 205 30 40 So 75 90 120 160 205 30 40 60 75 90 120 160 2D5 THREADFORM TECHNOLOGY 12 10 9 B B 6 B 12 12 12 12 12 1S 6.5 7 7 7 7 7 7 5.5 5 5 9 5 5 5 5 5 ALL POINTS SOLID-SET 3'-O- 12 10 9 8 8 8 8 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 b 5 5 5 5 BLUE TAP i2 1 0 Q e e B 6 12 f2 12 12 OS 8 6 45 7 7 '7 7 7 7 7 83 S 5 5 5 S 5 5 5 12 10 9 8 8 6 8 12 42 12 12 12 10 7s 8 T T 7 7 7 7 7 7 s 5 5 5 s 5 S 5 TAPPER+ 12 10 9 8 8 8 8 12 12 12 12 1.5 8.5 85 5 7 7 7 7 7 7 SS 4 5 5 5 5 5 5 5 4 4'-0- 12 10 9 B 8 6 8 12 12 12 12 12 9.5 7 55 7 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 12 10 B 0 8 6 6 12 12 12 B5 8 0 4S SS 7 7 7 7 7 7 83 9 5 B S S 5 5 S 5 12' 8 6 8 12 12 12 12 f0 73 55 ♦ 7 7 7 7 7 7 7 S5 5 5 5 5 S 5 5 5 12 10 9 8 8 6 8 12 12 /2 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 { 3 ---- 14 12_10-_9__ -_B-..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 8 e 8 6 12 12 9S 75 8 {S J5 = 7 7 7 7 7 7 5 J4 S 5 5 5 5 5 5 4 - 14 12 10 D 8 8 8 6 12 12 12 9S B 6 43 7 7 7 7 7 7 Sb 4 5 5 9 5 5 5 5 4 SEE ANCHOR 14 fx 10 9 6 6 s a 12 12 IS a 75 5.5 4 3 7 7 7 7 7 4.5 35 5 5 S 5 6 4.5 3.5 SPECIFICATIONS 6'-0- 14 12 10 B 8 B 6 8 12 12 12 ,0 6 8 4.5 33 7 7 7 7 7 7 7 7 5 s S. 5 5 5 5 5 ON SHEET 13 14 12 f0 9 B B 8 8 12 12 B 6 5 4 J 7 7 7 7 7 6S { S 5 5 5 5 5 4 3 14 72 10 9 e e 8 6 12 12 10 8 es 0 .75 - 7 7 7 T 7 6 4.5 - 5 5 9 5 'S 3 4S - 14 12 10 9 B B S 5 12 12 10 8 0.5 S 35 - 7 7 7 6S 5.5 4 5 S S 6 5 4 3 7'-0- 14 12 10 9 8 B 6 8 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 8 5 5 5 5 b 5 5 5 14 12 10 9 8 8 6 6 12 10 65 6 4.5 3 7 7 7 7 BS S. 3 5 5 5 5 5 5 3S 3 14 12 10 9 e B 8 6 12 12 85 7 5S 4 - - 7 7 7 7 7 5 - 5 5 5 5 6 5 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 9 8 6 - 12 12 8.5 7 55 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 43 S5 - PSF A.S.D DESIGN PRESSURE 8'-0- 14 12 10 9 8 8 6 12 12 05 75 8 45 33 - 7 7 7 7 7 7 7 4 5 5 5 b S 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 e - 12 9 6 45 4 3 - - 7 7 7 7 55 4 - - 5 3 5 3 5 4 J 14 12 10 9 B 8 a - 12 11 75 e 5 .75 - - 7 7 7 7.5 B 4S - - 5 5 5 5 5 4.5 - _ SCHEDULE 3, SHEET 11 14 12 10 9 8 B - 12 13 73 e 6 1S - 7 7 BS 5 4 6 5 5 S 4 3 0'-O- 14 12 10 9 8 8 - - 12 12 95 65 R 4 3 - 7 7 7 7 7 7 6 3 5 5 6 5 5 6 5 5 14 12 10 B 8 B - - 03 8 5 4 35 - 7 7 7 8 6 3S - 5 5 5 S S 4 3 14 12 10 9 8 8 - 12 10 65 B 65 - 7 7 7 6.5 5.5 - 5 5 5' 5 5 4 14 12 f0 9 8 6 - 12 O5 7 SS 4S 3.5 - 7 7 55 4S 3.5 - 5 S 5 45 3.5 10'-0.14 12 10 0 8 8 - - 12 11 85 6 5 3.5 - - 7 7 7 7 7 7 4,5 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 9S 7 45 35 3 7 7 7 5.5 4.5 - 5 5 5 5 4S 35 14 12 10 9 B 8 - 12 9 B S { - - - 7 7 7 6 5 5 5 S 4S 5 - 14 12 10 9 8 8 - - 12 9. B 9 4 3 - - 7 7 5 4 5 - 14 12 10 9 6 8 - - 12 10 7 5.5 45 35 - - 7 7 7 7 7 7 J.S - 5 5 5 5 5 5 'S 4 14 12 10 9 a 6 _ _ g5 4 4 3 - _ _ 7 7 8 5 4 - - - S 5 5 5 4 3 - - HV BLADE ONLY 14 12 10 e 5 8 - - 11 0 SS 4 - - - - 7 7 7 5S 4S - - - 5 5 5 6 45 - 10- 14 12 10 9 9 - - - IS 8.5 5.5 4.6 35 - - - 7 7 45 JS - - - S 5 4S JS J - - - 14 12 R. 9 8 - - - 12 9.5 8.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 S S 5 45 12'-0 14 12 10 9 8 - - - 8 B 4 3 - - - - 7 7 SS 43 35 - - 5 5 S 43 4 ! - - 14 12 10 9 8 - - - 10 7-5 5 4 - - - - 7 7 8 5 - - - - 5 S 5 5 4 - - - v 14 12 10 9 8 - - - 05 e 5 4 JS - - - [777 ,14 0.5 45 3S - - - - S 5 43 35 J - - - „14 12 10 9 8 - - - 15 BS 6 4.5 7S 3 - - 7 7 7 7 4S - - 5 13'-0 14 12 10 9 8 7 SS 3-5 3 7 5 4 3 5 6 5 4 3 14 12 10 9 8 - - - 6 7 4.513.75 - - - - 7 SS 45 - - - - 5 5 5 4S 4 - - - 14 12 10 9 - - - - 10 7S 5 4 3 - - - 6 4 3 - - - - 5 5 4 3 - 14 12 10 9 - - - - OS B 55 ♦ 33 - - - 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 KL7� 14'-0./4 12 10 9 - - - - 83 5 3 - - - - - 7 5 3A - - - - 5 5 5 4 - - - - 14 12 10 9 - - - - 83.65 4 - - - - - - - - - 9 5 S 4 - - - - tf,-}✓' / t. 14 12 10 - - - - - 9 7 45 3.5 3 - - - 5.5 35 - - - - - 515'-0-14 12 10 - - - - - 10 7,5 5 4 3 - - - 7 1 7 7 7 3S - - 5 5 5 6 5 5 4 3 14 12 10 - - - - - 8 45 3 - - - - - 7 7 4.5 3 - - - - 5 5 4S 3.6 - - - - 14 12 10 - - - - - B 6 4 - - - - - 7 7 5 - - - - - S S 3 4 - - - - y� 14 12 10 - - - - - 85 BS 4 7.6 - - - - 7 5.5 35 - - - - - 5 5 35 - 14 12 7 {5 3S 3 - - - T 7 7 7 6 3 - - 5 9 3 S 6 {.5 15 - -`.` 16'-0 14 12 10 - 8 IS J 7 05 s 5 5 4 35 - 125-z 14 12 10 - - - - - 75 5S 75 - - - - - 7 7 45 - - - - - B 8 45 - - - - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone p\H 0 /�77 ®2015 EASTERN METAL SUPPLY, INC. ,,0%-,ER A. T/(� �.. `�P.. BERTHA TM L E C O INC. A.S■S■A■ Accordion Shutter System RV.BLADE#1 W/OR W/0 RV.WtWN RA E Tk: ! �T American Shutter 4 Systems REV. DESCRIPTIONDATEDRAWN Ff N.L TILLIT TESTING & ENGINEERING COMPANY ASeOClafloD, Inc. 1 OLDD11 -1 92 4/13/15 DATE /13/75 �'• STATE OF r 835,N.W.36th.St.Sta.300,19t6NIA GaOEN$,MORIA 331 Phone:(305)871-1530.Fm:(305)871-1531 4268 Westroads Drive z DRAWING No ;,��'�FS;•. ORIpP ` � o-Mal8-0 a 001"" West Palm Beach, FL 33407 3 15-085 ft0ORIDA U.f 44441 P.E. 5 SHEET P.E. SEAC/r910NAh11{��/DATE 6 14 OF 20 MAXIMUM A S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING_ TYPE. (SEE MOUNTINGS ON SHEETS 16&17). �EE3 LJ B !ES3TRATE SOUTHERN NE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE'PINE FIR NORTH SPRUCE PINE FIR SOUTH FINE No. SPRUCEFINORTH S -I 1/2" MIN. CDX p20IAN�W). FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN• G�0.50 W/ MIN. G-0.43 W MIN. G=0.36 MAXIAM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL 11oUNONGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & )( P & 0 S&V S&V 5&V ®16MMM D78 V!j 0sI TBIKE FlIDE tt01F y) OBI IEatlE 11E11H BBc LLIDI IBYE f®IE a!K(pj Bml IWE 1@fliE lms({� ®ttI7�E Wti9EF s10 COI IBAO[R®R fAts(� ®I IBDiE RD4Ff R00(� I®RWd fi®R Pas(Fn IBH71 IBA1E nD91F B8G(� ---- --- --- 30.40.-60 75 90 105 30 40 60 75_90. 05 30 40 6075 90 05 30 40 60 75 90 05,30 40 60 75 90 05 30 40 60 75 90 05.30 40 60 75 90 05 1130 40 60 75 90 OS 3D 40 60 5 90 05.30 40 60 75 90 05 -0.0R LESS 2 10 10 9 8 8 6 6 6 fi 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 10 10 9 8 B 6 -6 6- 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12-12" 12-12-12 12-12 12 12 ---- -- - -- 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9' 8 B 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 12 _ 12 10 1D 9 8 8 6 6 8 6 6 5.5 12 10 lO 9 8 8 6 6 6 8 6 5 12, 10 10 9 8 7 6 6 6 6 6 5 8 5 4 4 4 3 12 12 12 12 12 12 12 12 12112 72 12 12 12 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 B 5 6 6 B .5 5 4.5 12 10 10 9 8 3.5 6 6 6 6 5. 4.5 8 5 4 4 3.5 - 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 f 7•-0' 12 10 10 9 8.5 4 6 6 6 .5 4.5 4 12 10 f0 9 5 3 6 6 fi 5 4 S 12 f0 10 7 .5 - 8 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 8•-0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 8 5 .5 3.5 3 12 10 10 4 - - 8 B 5 .5 3.5 ] 8 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.3 9 7.3 6S 9•-0' 12 10 10 S 3.S - 6 6 5.5 .5 3S 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 6 6 4.5 4 3 3 6 S 3.5- - 12 12 12 12 12 10. 12 12 12 1. 9.5&5 12 12 10 8 8.5 SS 10'-0' 12 10.7.5..4 - - 6 6 5,4 3 - 12 10 fi 3 - 6 6 4 .5 3 - 12 10 3 - 8 8 4 .5 3 - 8 5 - 12 12 12 12 1. 9.5 12 12 12 0. 8.517.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 4.5- - - 12 10 4.5- - 6 .5 3.5- - - 12 10 - - - 6 .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 A4�-O' 12 10 4S - - 6 6 4 - - 12 10 3.5- - - 6 S 3.5- - - 12 10 - - 6 5 3.5- - - 6 5 - 12 12 12 1. 9.5 8 12 12 11 8.3 7 0 12 1.5 7.5 6 5 4 12. 10 6 - 12 10 - - 6 4,5 - - - 12 .5 - - fi 4.5 - - 8 4.5 - - 12 12 12 0. 8.5 7.5 12 12 10 8 6.5 55 12 0.5 7 5S 4.5 4 12 10 - - 6 5.5 - - - 12 7 .5 4.5 - - - 12 7 - .5 4.5 - - - 6 3 - 12 12 12 9.5 8 6 12 12 9--5 7.5 6 4S 12 9.5 6.3 5 4 3 12 - - - - 6 - - - - 12 - - - - - 5 - - 12 - - - - 5 - 6 - - - - 12 12 it 9 .S S 12 12 8.5 7 6 4 12 9 8 5 4 12 - - - - - 6 - - - - 12 - - - - - 5 - - - - 1. - - - - 5 - - - - - 8 - - - - 12 12 f0. 8S 6.5 4 12 12 8 6.5 5 S 1. 1 n HV BLADE OR n HV BLADE Wf. A \A HV WINDOW BLADE WORKING IN UNISONS y` .SFE UY2A00N5 of DSL FT1R �s�'^.=3:� [aAOE ON$Mf7T 19 nt`� •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. L 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOW'IK0: -sDin1E7W PIKE No.2 W/G+0S5(N.DS) -1/4'0 TAPCON ANCHORS,AS WWUFACTURED BY I.T.W.BUILDER W/MAIMM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G"0.50(N.D.S.) EACH SECTION ON SNFEfS 16&17. -SPRUCE PINE FIR NORTH W/0-0.43(NDS.) DfCfPRON:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W1 p G-00. (N.DSJ -M COX PLYWOOD(198 - 2.ANCHORS TO HOLLOW C13UNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCRONS AS PER NOS 2012 SPECCI'ICATIONS. 4.ANCHORS SMALL BE MEALLED FOLL OWN0 ALL OF THE RECOMMEN U71ONS AND SPECIFICAMONS OF THE ANCHORS MANUFACTURES. FLORIDA BUILDING CODE(Non High VelocityHurricane'`Za ®2015 EASTERN METAL SUPPLY,INC. EWMA HVTM �`1111111111111EYF A.S.S .ATAME Shutter System I L E C O N C. . RV. E 01 W/OR W/O KV.Wtf'DOW BLADE Q'•• �,/••.• : Amertacn Shutter Systems DESCRIPTION DATE DRAWN BY: M.L. TILUT TESTING & ENGINEERING COMPANY LI 4�6� Sass N.W.3W,St..Sta.3D5,VOWNN GARDENS,FLOROA 331 ASOOCIOtIOD. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �TB� •••�C Phono:(305j871-1530.Fax:(307)871-1531 4268 Westroads Drive 2 DRAWING No _afl:tat-9401- West Palm Beach, FL 33407 3 EB-NO0719 15-085 WALTE*' * OF STATES R A Thin Jr.P.E. 4 FA FLORIDA U.Y 44167 6 S 5 OF 20 ���A�7iR,1.SSIO N A�..A�`�``• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & A HV,♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOODONLY SHALL WALL.FINISH BE LIMITED TO 105.0 DESIGN PRESSURE G SEE SHEET 19 FOR MAX SPAN 1/; PG 0 TAGN ORA.S.D. DESIGNSS O 1 E $ WORKING I UNISON YAPCON WITH ADVANCED THREADFORM TECHNOLOGY „ 1/4'0 TAPCON OR W/1 1/2•Nin.PENETRATION :{ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2•Min.PENETRATION OF THREADED AREA TO EXISTING I A4L Su"TION I I 1 OR EXISTING WOOD HEADER. : WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO GIJS$(SEE I (SEE SCLffDUIE ON SHEEP 15) 1/4.0-2ox3/4.S.S.MACHINE 15Q 13ADE®� SCREWS W/1/4-20 NUTS �8 0 12'O.C. 1 ON SHM 19 FLR 1"Min. DOSDNG 1 BLADES O&Q3) Z s GLASS-­IIHIII WA I I I \ OR I c'ni FINISH I s^ N I _ 1 (/ ..r•f• ,•`< � ,�� WALL NAL 'ECOSTING MIN. • '" FINISH iv OR 2•s4'WOOD LJJ- EXISTWG MIN. }� HEADER REQUIRED I GR® 1 2's4'WOOD ? 1l"0 TAPCON OR TAPCON WITH ADVANCED 1 HEADER REQUIRED THREADFORM TECHNOLOGY W/1 1/2" IXI SNNG I MN•gpppAIION 1 ( I 1 1 �) III. PENETRATION OD HEADER. THREADED AREA TO � GS TO ASS(SEE EP MIN..SEPARATION TO CUSS L—SCHEDULE cN SHEIET EXISTING (SEE SCHEDULE N SHEET 15) 11 FOR B.ADE090 (SEE SCHEDULE ON SHEET 11) •, ON SHEET 19 FOR �11 bil GLAS" I 2's4'CONT.SILL BIAm(D&a PLATE REO D ON HV WALL HEADER INSTALLATION 1 OOBY WALL $ILL INML I I MO HV WALL HEADER INSTALLATION SEP_ EXISTING I MIN.SEPARATION TO GLASS I I 1 (SEE MIN*SCHEDULE ONNION TO GLASS $HEET 11) 1 GLASS---) 1 IXISDNG �—(SEE SCHEDULE N SHEET 11) EXISTING x 2•s4'CO MIN.SEPARATION TO GLASS I I GLASS I x GLASS—I WOOD PLA (�SCHEDULE ON SHEEP 11) ; i 1/a'0-20x3/4•S.S. REQ'D. 1 4'0-20s3 4'S.S. '� MACHINE SCREWS I l MACHINE SCREWS W \ I USING 1/4•-20 NUTS _ ;.•4:. WALL 0 12'O.C. FlWSH I I i O.C. I n �(`i".•i:`,•!,4.:u;;�q: 1 OR 1® ..a x`T_,.'t,"E 2•s4•CONT II ' OR WOOD PLATE REWD. ~ 1'Min. iV 1'mf ' 6•a ( I mo+ a 1/V0 TAPOON OR TAPCON`WITH ADVANCED OR� \ THREADFORM TECHNOLOGY W / • 2's4'CONT. Min PENETRATION OF THREADEDsAREA-TO '1 3 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOD HEADER' :.Zy '- 1/4"0 TAPCON OR N4iE: FTEO'D. _ (SEE SCHEDULE N SHEET 15)t: 4 Mi.PENETRATION TECHNOLOGY W/1/2• TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL _ �-- Min.PENETT1A710N OF THREADED AREA INTO PLYWOOD ( WALL FP1151i f (SEE SCHEDULE ON SHEET 15) IXI571NG MIN.2's4• 1/2 MIN CD THREADFORM TECHNOLOGY SHUTTER ASSEDIBLY. PLYWOOD REQ-0. W/ 1/2'Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE y +L9 SPUDS 0 16•G.C.MAX THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REQ'D. WALL FINIS (�SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION REQ'D.PLYWOOD TO BE NO MIN.2's4'STUDS 0 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO DE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION SEE uegt;A,pes OF u, of �• �`, ©HV WALL SILL INSTALLATION F.B.C. BLADE cN sHET� FLORIDA BUILDING CODE Mon Nlyh Velocity Nurricarie-Zo e ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A S S A Accordion Shutter System . . . . H.V. RAPE#1 W/OR W/0 HV VAND01N BADE `P'!�•��'� TILLIT TESTING dT ENGINEERING COMPANY American Shutter Splema Lv. ,OMMMON OAT DRAWN BY. M.L. 6155 N.W.JeM.St.SW.307,vRcnla GARDENS.FLORIDA].7+ Association. Inc. 1 OLD 11-19z 4 13/1$ DATE: 4/13 15 Phone:(305)871-1530.Fos:(305)871-1531 4268 Westraads Drive 2 DRAWING No p• �` a MiC tilt-0-1— West Palm Beach, FL 33407 s 90• F� p::�,, EB-GDDw,R 15-085 .c�.. ORI9 ,��\. wFLA c.j J.44 P.E. 4 4 �� �� FLORIDAors un.p 44187 5 SHEET P.�'' ATE I I e . 16 Of 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & M HV* BLADES (AS APPLICABLE) MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BEO n ONLY SHALLLIMITED TO 105.0A.S.D. S PRESSURE RATIN SHEET MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON TAPCOYAPCON WITHH 4'x6'(Min.)IXISfING ADVANCED 2'MIN. E IF APPUCAB1Ej THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. STRCTURAL ADEQUACY W/1 1/2'IDn.PENETRATION _ 1/4'0-20x3/4'S.S. OF UDISRNG WOOD BEM1 OF THREADED AREA TO _ PHLLLPS TRUSS HEAD EXISTING WOOD HEADER T TO BE CERTIFlED BY DL1S71NG WOOD (SEE SCHEDULE ON SHEET 15) M''n. MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR W/1/4'-20 NUTS ARCHITECT PRIOR 7D WAFTER O 2e 19 FE O 12'O.C. SHUTTER INSTALLATION. 1/2' 1/2' O.C.REWIRED 1 OR 1 1/4.0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED N y',. __ _____ ____ _ _ _ __-257" _THREADFORM-TECHNOLOGY- 3/4'Nax_THK. _- �, Mnx. W/1 1/2'Min.PENETRATION Q 1'x4-xl/8-CONT.ALUM.OF TUBE �OpDONLL I I EXUDING HEADER AREA TO E S.MS./4• (6063-T6 ALLO'n W/ -••^'•I (SEE SCHEDULE ON SHEET 15) 1 Or Q Or QO 6'O.C. i 1 Or©Or Q (3)5/tfi'0 LAG SCREWS TO( \ .:::..... EACH RAFTER OR TRUSS. / LOCATE LAG SCREWS AT ' I MIDWIDTH OF EXISTING WOOLS ^DOSTING MIN 2i4' 1 I MEMBER,(2'Min.NOMINAL EXISTING HEADER REO'D OPEN HOLE AT EACH WIDTH)W/2'M[n. GLASS 1, MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATON OF THREADED (SEE scHmutE ON SHEET 11) °G� I 5/16'Y LAG scREV AREA.VALID FOR I AT CENTER OF TUBE. INSTALLATIONS WITH 72pif eta sDTvtanw I MAX.A.S.D. DESIGN LOAD AND OS HV WALL HEADER INSTALLATION I ° a(9 T r G I Tua TINSTALun0Ns THIS 'I 11 FDR SCHEDULE ON EDAM! ♦ I',ZTEDIAE ON 3� FOR WOOD W/MIN.SPECIFIC l ems® 100R ® 1>���MAW FLR OR of osR AS DDuo.2 1-SEE SHEET 4 FOR TD'ICAL SHUTTER ASSdBLY ♦ OR OR SOUTHERN PINE No.2 2-NOUNIINC SECTIONS CANINSTALLATION. OHV CEILING INSTALLATION OR EQUAL N"OTA1IY WAY ro s Rr ANr NSOElAT10R U. HV CEILING INS TION I l so O GA aT�MIN.SEIVIRIVION --00R®♦ I sEPMnRHniloH I I MIN.SEPARATION TO GLASS IXISTING 11 FOR HOOF E TO GLASS i 1 (SEE SCHEDULE ON SHEET 11) c1ASS I ON sm IB FED (SEE SCHEDULE pOS, t 1 \1 BuaEsmatl�X \ ON SHEET t1) I I I I j II I I LANCHOR ornmoN I ALTO EXISTING 8 I I FINISH I I 1/4. I 3/B NOTE /11h3/4'HEX G� I I I 2'x6'MIN. Mox. ©� 7 3ro M WASHEERR HFAD TEK I DECK REQUIRED ...^:'.1-•.,; SCREWS O 12'o.c (NO FINISH3:-ems - �-q "r.Ys:.'•;."•,; OR 2'x6'MIN.WOOD �n6 do DECK REQUIRED(NO - ALLOWED) FINISH ALLOWED) a� 19 2' 1' OF �• EDGE IF APPLICABLE DECK IF IF APPUCA9LFT"' �S�,a'" APPLICABLE �L&---• L' 1' 1/4'0-20x3/4'S.S. 1/4'0 TAPCON OR Min PHIWPS TRI'.HEAD =2.-W APC-N WITH ADVANCED MACHINE SCREWS 1/4.0 TAPCON OR TAPCON WITH ADVANCED _ •,` 2 x4'CONT. THRFADFORM TECHNOLOGY W 1 4 20 t1U15 7FiREADFORM TECHNOLOGY IN 1 1 2 Nin. 541 PLATE - / / 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREPDFORM / / .r W/1 1/2'Min.PENETRATION O 12-O.C. 2'MIN. PENETRATION OF THREADED WRED.D. TECHNOLOGY W 1 1 2-Min.PENETRATION OF THREADED 1 OF THREADED AREA TO / / AREA TO EXISTING WOOD HEADER-(SEE tom'. FOISTING WOOD HEADER AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET is) (X)HV WALK—OVER INSTALLATION ~yam^ ♦SEE UM ATIOI/S OF USE FOR Wy,:L •} -+ QV HV 'WALL SILL INSTALLATION 81ADE IA ON SNEE7 19 WO HV FLOOR INSTALLATION FLOM BUILDING CODE Mon High Velocity Hurricane Zone , a..:.. a���•��ER p)T�� a,,,�� 0 2015 EASTERN METAL SUPPLY,INC. y �P\ \CEIysF/T✓s; ERTHA HVTM .9 A S S A �� `� • � I L E C O �N�. � � � � Accordion Shutter System *. a Kv AME$1 W/OR W/0 Kv WINDOW HQDE *_ *` American Shutter Systems ay.fk DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING k ENGINEERING COMPANY ;�'• OF D]y7 N.W.3 M.SL.St.W3•VIRGINIA GARDENS.FLORW 3316 Association, Inc. , OLD T1-1Bz 4 to/ts wTe a/ta/ts I hono:(3D5)fA1-153D.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No %In'l- kuhllurl,•••,•,..G*C1``I --il::b1t..o.d.— West Palm Beach, FL 33407 3 p,'01 AL ENEAIP WALTER J,P.E. 4 15-085 ORIDA P,E. SEAL�g URE/DATE e SHEET OF 20 END INSTALLATIONS In HV BLADE OR tl A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS_ r a•wK W= SN05 REATA 2'N-YK PVGD ree•YK _ SRIDS RWD. OD Swas. VS A�PRICIMF� \ / 1/JUOMI't B 0.C. \ / (S APPLICABLE) MaB1 \ / t5fU14 GRIEIVIm I\\ / a1M91 1 / ro tn'm COMM taass A h PLTt19GD 7 Io `. _ / \ mAs a.S, COSTING GUA �am'ID+o CLASSi / EXISTING GLASS \ �rr 4 / \ _ / \ I — x 1/r UK CIA( % \\ ? UK ssra9lnl . Wl SPARAIO{ In'M.rn,c -' ro a,is 0EE a Yn 59®IEE OI 9EII ¢ - - FlY9Gm. c •.. SQEDUE ON 9HT 3 ro OA5(9Z t/r Iml tAX - •. GLASS(�To 11 FOR MADE IDAM) 1/161T -1i M el"(DAO---- ----w '---9}EAlE a am - - ----pLT■000. dPLydow. a/as®e® IONse IsI9m In' - -- W 9ffi 19FA PLN ( /MX 1 AT i1D41 H/GESmQ® I a I YIN. aiNFYi I �) /107//r 9Y9. - - WYMTUG�+ate'Et/0\O'-r OI/6.R 018 IOn D. S SV -_-- (DDl6•Te♦IIOe tl 1�mOIf 4 (1)/IWIn•9LS lG(la W W'e tYmS . 'S 4 IIt1IX�[6. AT OR®e src DEmL X �� 1 OR ECDON 1 OR SEE DETAIL X rrn 1 �e soE TRILT(5 WE DETAIL raLXT:FOR 4 ® -©•OO•r0-®•®` ®-(�-O 70-0-0®•/ SIDEeTION To TRAC" ®•�-©OO-rO-0•S�- m TPACKs ®®-©Q'�•©®- ®.®-Q�•f�-p•®•J 1R"°a ®-m- O.O-®•®- ®®•©•®-p®- ©p ©•O O®- END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL® END CONNE00N DETAIL tlQ a(LSRNO •REWIRED ONLY GRGTFII 1l11N I2'-0' 214mo5 root REdq /e a T]PCI■1 Aram18 ,/{-e TAIcaN Edam 111MIr Sim 1 EIOSIDm aAQ PE 0 Ir oG r/1 t/r O.Q os QC It>&1Re1mY ,r oa } SEE L1M�[ATIONS OF -M. �LIE§CH SlaT 4 4 BLADE l'r ON SHEEP I■l 9riRRlC11 tl RP MADE m,vo ON SHEEr 10 FOR Imo®fiR00 ln- D -—_- - e GR®GRQ GR ts•�"`�;,;'-.+ ' Y, I ----- fl. TOR . 4. 4 ® O eQ O7.Q-G�•®- I'll f>av1 r e Wa.om:a a vu -O.eO OO•eO'6�•®- ®GR®DR®oR 1® VIEW ®�®-®,gyp®• SIIms ISOv. ras ID•®•a�-p®- P1SN O'®-®•®'®•® DETAIL END CONNECTION DETAIL© END CONNECTION DETAIL 12 } FLORIDA BUILDING CODE Non High Velocity Hurricane Zone \\1\\1d111 1....../I//_ - - 02015 EASTERN METAL SUPPLY.INC. o ERA' T��li'''� CEN l BERTHA HVTM P ✓°� A■S.S■A■ H V Accordion Shutter System .BADE y1 W/0R W/0 H.v WINDOW IXADE c ��/ �`��; - TIWT TESTING g ENGINEERING COMPANY American Shutter SYSfeM8 DESCIaPf10N DATE DRAWN BY: N.L *= asrs n.w.38W.s,..sle.305.\■tcww rvAOETa.E101aN 3316 Association. Inc. 1 OLD 11-192 4/13115 DATe a/,3/1s z TATE nF �,� Phone:(305)871-1530.1-:(305)871-1531 4268 Westroads 09ve 2 DRAWING No O�•, F4pRIDP,:' '•.� r H:tDtAG9o99L.— West Palm Beach, FL 33407 3 ,,�Fs.., EE-OWS719 4 15-085 �'/�i WnmmAa c j u1siE s SHEET RE.'3GAAb�1URE/DATE a 113OF 20 (y� �pAp �pAp t15 Qn® 4 GENERAL ANIMATIONS AND CONDMURER NS OF Uc_E FOR BUM% A G ®`® YY Y _ GENERAL- - - -- 1.MAX AS.D.DESIGN PRESSURE RATING+110.- 110 p.s.r. 2.MAX SHUTTER SPAN:98- 3.ALLOWED MOUNTINGS:A D.G&N ON SHEETS 6,7,AS WELL AS MOUNTINGS M,0,T,U&W ON SHEETS 16&17. s Qq) (}��ONLRYA CENIf7UU17F5(Z�1 (80TH W/�4 OR 2�A ME MOWED WITH•2�1 L71YIXIf•0.5)NUSI.f B IIE{INCLUDEDfbD ONNLLY ATP EXEX1ERKIR`��ACCESS SIDE O CASE OF OPPOSING 16 a CENTER1NTE. TYP.EA END HC • • • 5.(A)HN WINDOW BLADE 1@ SHALL ONLY ALLOW A MAIORIUM O 5 OPENINGS (3.0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX 5 WINDOWS - _(B)WN.QEARlvNCE FRS TOP OR 12". EDGE OF HV WNDOW BUDS© ALLOWED ATIHV • • ♦ _- , __ ♦ _ __ __ �_• OF ANY 3'0 HOLE FOIL SHALL BE 12-.ALLOWE BLADE (C)FlRSr,OR BLADE COAd:NG OUT FROM STAHIERS AT E7JDS NAY BE FN WIN • • ♦ WINDOW BLADE 3' (D)Hv WINDOW BLADE 1Q MUST BE USED ALTERMTE To A SOLID Hv B1ADE 1D _ THROUGHOUT SHUTTER'S WIDTH. b (E)C TES SHALL.ALWAYS BE INSTALLED ADJACENT To A SOLID IN x BLADE 1 AT(B111ER SIDE OF 1HF7d SEE END I / '*� (F)PoarA BONATE HV WINDOW®SHALL BE INSTALLED 50 Tw TABS FACE CONNECTION ♦ ♦ 4 • ♦ • ♦ ♦ THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW W MUST BE DETAILS0& 8 N 3N ONLY INSTALLED AND LOCKED USING A HV SETTING TDOL PROVIDED BY ASSA. FULL HEIGFB. O�ByJ &SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME I 1 8 � BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES sP P b aA 1 &2 AODVE). C fil 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IMTO POURED OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY Li SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MNMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996- (SEE PLAN FOR REOUIRDAENTS) � D H TYP TOP&BOTTOM vU 1 w®ppQ WINO ZONE ADNMUM SEPARATION 10 GLASS NUMITED WI 1 THRU 3 1• - ",-�"� ELEVATION UK SEPAFJJ1ON TO CLASS 4 Hsas- EXISTING GLASS SCHEDULE 1N SIfET 11 FOR BADE( — ;:�=!•-tt;1 ----1 AND ON THIS S M FUR BLADES®&tD ------------------- --------- -------'�\---------- --------------- 5 1 / 1 6 20 -1P. sYMCACEMEfiMATEs W/ / t W/0 (S NOTE 4 AHOVE) -�� TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A1 SHUTTER* --- . N.T.S. 2 FL(?fbDA BUILDING CODE Non High Velocity Hurncan`.e_:_Zone 1A%%%Jj0 111011/AAAAA ®2015 EASTERN WErAL SUPPLYiINC,;__ ����•�\,�ER A.Tl(�%A''�. BERTHA HVTN T ` .. Ir,E _ A S S A Accordion Shutter System FiV.BLADE#1 W/CR W/O RV.WlNDDW BADE *: f/�/ /�� TILLIT TESTING & ENGINEERING COMPANY AmefICOB Shutter SYetOMS EV, LIESCIUFnoN DATE DRAWN BY: WL *G I�.1lOCIOtIOfl• Inc. 1 OLD 11-192 4/17/15 GATE 4/13/15 fs�-. STATE a 6=HW.3MA.5L,See.3D5,WRwAn Grw .IinI6DA 331 DF=ci•-. (305)871-1530.F.:(305)871-1531 4268 Westroads Drive 2 DRAWING No �01 F�pRIOP •�k�'`� °-"°® °CBB°ia79'`°" West Palm Beach, FL 33407 i •i♦ LSS'••.....••'G\``�.` WALTER A TIL11r Jr.P.E. 15-085 FLORIDALOR A U°. 44167 6 SHEET P.E.'i♦A 36AR, l�E/DATE 6 9 OF 20 •x 11/2'x 0.035•THICK ''-•"'' INSTALLATIONS W/ n HV BLADE & HV CENTERMATES ©1 -�ZGGa'Max'r Min.ASM A-653 CFYDE 40 Nin. ••'VlVb�S`r ���-y-.��- ME.G-60 SA-I O.v '^ 43b INTO METAL STUD WALLS * '/`'� 083' DLO 0 6•D.C. 0 41 004'e NOMINAL ---- 1/2• j-{a7s• �c O S ® ALUMINUM SLEEVE FOR Bw S .� 3GENERAL UM ONS AND CONDITIONS t 3 a�6 I/4'x o.w5'iHKK A6,,. 43c - 43a I I ERTHA(1)IN 8 D AC D S 6063-T5 ALLOY 12 N SYSTEM INSTALLATION TO METAL STUD WALLS �•av� � 0 6,O.C. 0 s°B.C.n SEPARATION TO GLASS SCHEDULE � u�00 GALVANIZED(( j&t��EWS as I DasnINGIFlIN 3 1 1- MAX. A S.D. DESIGN PRESSURE RATING: t75, - 75 (psf) v1tERwR I N 2. MAX. SHUTTER SPAN: 64' WIND ZONE MINIMUM . SEPARATION Q LENcrH + I' EXISTING CUSS---�t MIN SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET.TO GLASS ASTM E-1996 TO GUMS -- - -----_---_-- (sEE SCHEDULE) --- _ - - H _ 4. ONLY ENTERMATE 21_W/.24_HV LOCK ALLOWED 1 THRU 3 1- ® —/4�>f-2QX3� BOLT —----- -- ----- - (1YP.) x� - - - -- - -- - -- --- WITH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c 1" USE 0(2) 3 (e LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/4'x 6 1/4".0.035'THICK Min.I ISTPIG FINIS{ 1 INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF cart.c-& STEEL TRAGIC CtMNNEt•' AS APPOCABLE �� CENTERMATE. O`•+O° ASII/A-653 GRADE 40 W,. DS60 I I I I, u� �0 OA.V(2)16 FASTENED TO ENDS ' iS w/(z)/6n/z'roc sClsres ON I 43c 43o o+rF7aOR&EXTERIOR FACE I 0 s'O.C. 0 s•O.C. 1/4 0-20 THREADS ", k4` BLADE SLACK DETAIL HVF IS ALSO VALID FOR O 1/4"0 ELCO CONSTRUCTION 1/2' 12 B CENTERMATE 21 APPLICATION WITH BLADE ttD PRODUCTS FAD—LOK HD f 6y1 1/2•x D.035.1HICK ::v ® 6. D.C. COMPONENTS Mtn.AM A-ss3 GRADE 40 :..;2';iAif>i;-•: Mm.G-6o srEa I- •',•••.••-:I MS WALL HEADER/SILL INSTALLATION MEUL S IDS AT 16.O.C, n. DOSTING FINISH AS APPLICABLE SCALE: 3/6'= Y (rm.TOP&BOTTOM) —— 1 3/4'x 6 1/4'x 0.035'THICK Min. ZIXLSDNG GLASS —— — — _ _ — - C O N T .GALV.STFFL TRACK CHANNEL, —_—— ———— ASTIVI A%GRADE 40 Min.C-60 IZED FASTENED TO STUDS - 1 ON ,; ,• SYMMEI"RYCAL ,. ., SYMh1E1'RYCAL ,. ,' 2 6x T TIX SCREWS 430 436 43c +., <, ,::. A I,:: ;I ,.,•'- .NIN.SEPARATION:,�yAWES�.:., ':I INTQTIOR&EXTERIOR FACE CENTERMATES W/:. " 'CENTERMATES W/ ' "' To GLAss z I '•:, I.:' .., ,. �' I I.;,� ., ,..... .tSEE SCHMax L ,...,-:tI EXTERIOR ACCESS INTERIOR ACCESS SIDE:: I I:.;.: •f -- 6•'�-) - - - `IN 3 (6•Min.) IN— OAT �.2IE -- ---- — - z)21 2121 + 21 1 LOC `A'_.,IHV--- ------- ------- -- - - -- - ------- ------- - -- -- --- --- W Y •�- 4 12 3 (s•Min.) 24 SIDE CONNECTION TO`TRAC 3 1/4'(ryp.) 6 1/2'(T7p•) 7" 7' 6 1/2•MAX.SLACK * 1= '" (coot.) MCA �[3 BLADE SLACK DETAIL HVF H- FLORIDA BUILDING CObE(Non High Velocity Nurrica e�Zo o"111A11T ©2015 EASTERN METAL SUPPLY,�1N(:7z�rm�1""AAA, . a.........ir�,,, BERTHA HVTM A■$.S.A. H.V Accordion Shutter System .MAX#H W/OR W/0 RV.WINDOW HALE = American Shutter Systems _ DFSCIPTON DATE DRAWN 6r: M.L. TIWT TESTING !c ENGINEERING COMPANY AssOClatiOrt, Inc. I OLD 11-182 4/13/15 w1E: 4/13 15 aTss n.w.3em.sE.SW.305,vDasmu CN+pals.FLOROA v1 • STATE nE_—' Ph :(305)971-1530.Fax: 4268 Westroads Drive 2(305)871-1531 DRAWING No �,e'• FCORIDP.• %� e-mail:6lt-0-1.com West Palm Beach, FL 33407 3 15-085 O......•N�\``��.�` WATER A.ILLUr1Jr.RE a P.E. �(1NP�/DATE FLORIDA Lc.Y 44167 6 SHEET20 OF 20