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HomeMy WebLinkAboutProduct Approval (2) l +�� -t ,"Ousiness & Professto-nal' Regulation P� 3h A I'M On BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff f BCIS Site Map Links:I Search I Florida , i ;:��Product Approval r iu USER:Public User I Product Approval Menu,>Product or Application Search>Application List>Application Detail FL# FL389 R8 Application Type Re on Code Version 14 Application Status Ap oved I 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 I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E., the Evaluation Report Florida License: PE744167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By.. John W. Knezevich,PE C7 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 i Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-086.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.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade.w/o window blade and 8'711"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. 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.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 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 HVi blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 1 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use - Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.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.15-084.1)df 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::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 contct 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: Im I��' H:tfcY Credit Card Safe i GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSIT]J SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA - BUILDING CODE'THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. A p DESIGN WIND LOADS"SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SP®REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF"CONTENTS BEINSTALLED WITH A•DIRECTIONALTIY FACTOR Kd=0.55.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM 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 FUNST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1: HV.BLADES(1)& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. " GENERAL NOTES SHEET 1 _ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER.STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS hM USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS:IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHIfnTR ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q +0214.01-03.$0715.01-03,/1004.01-05,111214.01-05.00317.02-06,00609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1586 AREA 2: HV BLADE(1)AND HV WINDOW BLADE (A1 AND E-19,96 STANDARDS(MISSILE-LEVEL D.WIND""ZONES 1,2-&3)&01220.01-10.AS,PER TAS 201.203&203 PROTOCOLS LARGE MISSILE .. - (WHERE APPLIClgSU -HV WINDOW GLADE ®00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL T.PICAL SHUTTER ELEVATION &NOTES-ON.LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.FN BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LILIRA710NS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCRETVS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO'TRACKS:SHALL BE 014x2.75'AND#140.750 RESPECTIVELY.410-HT-MINIMUM SERIES, _ CENTFRMATE DETAILS HV SHEET"8 STAINLESS STEEL SCREWS WITH 135.0 kal YIELD STRENGTH AND 180 ksi-TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE-ALTERNATING DETAILS HV- SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. -'- END CONNECTION DETAILS 1-6,CONCR 4.ALL ALUMINUM EXTRUSIONS,SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS,30.0 Its.L AND 35.7 6i FOR F/EAOCK SHEET 10 60 ,75 ALLO. _ _ MN(l.0 SPAN TABLES SHEET 11 ANCHORSCHEDULE-CONCRETE&BLOCK SHEET 12' S.ALL SCREWS,TO BE STAINLESS slan 304 OR 316"AISI"SERIES OR CORROSION RESISTANT COATED CARBON STEE7_AS PER DIN 50018 WITH SO W MIN.YIELD STRENGTH AND 90 ISI MIN.TENSILE STRENGTH. ANCHOR SCHEDULE CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUDDING CODE SECTION 2411.3.3.4. - ANCHOR SCHEDULE- CONCRETE do BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 Ioi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 WBLADE 0&@ WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 k '8.THIS BERTHA H.V.ACCORDION SHURER SYSTEM SEARS U.S.PATENT 0!3'779,582 COMPONENTS OF 1}95 APPROVAL ARE COVERED,1N WHOLE OR IN PART BY U.S.PATENT 05'158,179 ISSUED TO EASTERN [ND CONNECTION DETAILS 7-12 X,WOOD SHEET 18 METAL SUPPLY.INC. - - .. - -- - AREA 3::HV WINDOW BLADE d%ONLY' 4.R,SHALL.BE THE RESPONS®1UTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF,THE STRUCTURE WHERE-SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK .- . ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/NUN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CEHTERMATES AND ENGAGE OR LOCK ALL HV AND HD:LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURER'S LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTAIATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. :- :- - 12.SEMINA H.V.ACCORDION SHUnE7R SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 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 P.E.D.,PROVIDED HE/SHE DOES IJOT DEVIATE FROM THIS DRAWING SHALL ONLY 'BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SFWI 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.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL.P.E.D. SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I FLORIDA BUILDING CODE(Non High Velocity"Hurricane Zone ER A.]/�'Z/,� :0 2015 EASTERN METAL SUPPLY,INC.; �P �`�,,�, BERTHA H TM o.' IL E C O in1:... A■S■S■A. Accordion Shutter System . _ H.v BL,noE.#t w/CR wjo Itv WINDOW BEA()E American Shutter Systems .I ::OLscffMoN DATE w"DRAWN BY-.:M.L �; Tf 7f` TILLIT TESTING & ENGINEERING COMPANY ASSOclatloh, Inc. :I" OLD 11-192 1/1715 DATE 4/13/15 p.•.. �. OF 6757 N.w.36th SL,St.705.A'6 ONA GWIVINS.FI RDA 3316 . q ` Ph-:(305)871-1¢30.Fox:(305)871-1531 4268 Westroads Drive 2 _ DRAWING No West Palm Beach, FIL 33407 4 15=085 WALTER A TRLT J,RE P.E. SEAL/S'�U} URE/DATE FLORIDA uo.®as167 5 SHEET e 1 OF 20 FOR NumOW .BLADE VAwES 1.91 1 4499;' m'7�9�1 0 �`&• 0 454• o ,Og �. N 1.657•... 4.999' 9 � - 1 O HX75 �, ®HV 90'/180• STARTER Y SOLID BLADE 3OHV UNIVERSAL FLOATER a QUALIFIED OR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/.HV BLADE ®D HV BLADE to HV.WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U(�SJE W HV 6083-7a ALLOY AND TEMPER 31 -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET-49 - 3z�._ 1.�0 _ 6063-T6 ALLOY AND TEMPER '� a 6063-T6 ALLOY AND TEMPER _ _ 174 - e OBS' H 70' 2.670' - 3.556' ) .994'- .000' . n IL 670 -2.226"- � _'- - _ - c _ _____ _ _ _ _ ... _. -- 7.2 TV_ _ o _ __ VP .092' 4.438'HV ADJ. ADAPTER W%LIP D:m QUALIFIED FORUSE--W/ HvHV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK BUtDE QUALIFIED FOR USE W/ HV O HV TRENCH TRACK 55• 3.�- 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE.W HV QUALIFIED,FOR.USE W/ HV 6063-T6 ALLOY A0 TEMPER BLADE QONLY. 1�: HV RAINGUARD .: BLADE(D - 6063-T6 ALLOY,ANO TEMPER QUALIFIED:FOR USE W/ HV 6063-T6 ALLOY AND TEMPER UA 1.936". BLADE 4 VAR1E5 1936' 6063=T6 ALLAY ARD TEMPER 1.917'0083' 'a .080" n m.060' o670 670 1.688' 3.529' 11 HV CEILING HEADER (p HV HEADER/ 13 HD CEILING HEADER/SILL a�e . 0 LIFIED FOR USE-W/ HV BLADE 1 ONLY, QUALIFIEDFORANS PBLADER"ONLY QUALIFIED FOR USE W/ HV BLADE 14 HD WALL HEADER�SILL SEE SECTIONS FOR VALID SEE'SECTIONS FOR VALIDITY. QUALJFIED FOR USE W/.HV 6063-T6 ALLOY AND:TEMPER 6063-16 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 %MN.YLMt .. 1 1 1' 10.062' Q 2" '5'MAX. 1/8' 1/8• 18 2' 5'MAX. 0.192' 0.192' SIDE ANGLES ©0 CORNER POSTS QUALIFIED FOR.USE W/ HV ALUMINUM ANGLES t9 2.5' T MAX. O.t90' '0.190' 'QUALIFIED FOR USE W/ HV BLADE Q ' QUALIFIED FOK USE W/ ITV BLADE(D 6063-T6 ALLOY AND.TEMPER - BLADE1 ONLY. ® 2' -5'MAIC. 0.139' 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ,. FLORIDA BUILDING CODE(Hon Higt, Velocity.Hurricane Zone 2015 EASTERN METAL SUPPLY.INC:." -ell �'Q��'' BENS''✓ �,, BERTHA HVTM A.S.S.A. ti� FfTILFEAccordion Shutter System jam'• '% .C O I N t. GLADE.#1 W/CR W/O KV.IMMO v RX E *- American Shutter Systems DESCRIPTION DALE DRAWN ar Ml TILLIT TESTING & ENGINEERING COMPANY �: Asaoclatlon, Inc. 1 ow.11-192 4/13/15 DALE: :'4 13/15 gTA7E OF �,= 0757 N.W.36th.St,Ste.M.V6tGIMA GARDENS.FLORIOA 331G 4268 WeaCrbads Drive z Phone:(305)671-1530.Fm:(305)871-1531 DRAWING No EB-0006719 0000®191Oom West Palm Beach, FL 33407 3 15-085 SS/ONAL�a�: WALTRwn u B sdlsiE s SHEET P.E. SAF/fi1GM1Y`��tE/DATE e 2 OF:20 4.576' 4.660' .929._ -_ 4 ' 2.293* .745" 4.331 SA H= 1/4r-20 1E CASt FAO / o S3.MS (2 TIP.) �u 1 j(Y-20 RoO• n 46' m • 71itFA0D7 -CAST 110U5f/0 EWvu1l. Os .062' m $ u� io v .,E 71801 gi • � 'g � qfga. n 1.32 •4$q. � ..., ��� • �.m BRAF.Dj�CIUtOYE (p1R0YE ) QUALIFIED FOR USE W/HV BLADE 1Q& 9 ONLY HV-FLOATING CE, s. y`�' 2s H_V LOCK HV EGRESS LOCK 6063-Te ALLOY AND TEMPER 3n— QUA ED FOR USE Wj HV BLADE& iA ONLY ~ms's 3.023' QUALIFIED OR U$£Wj HV QUNJFlED OR USE Wj HV 6063-T6 ALLOY AND TEMPER / T BLADE & ®ONLY. BLADE &®ONLY. QUALIFIED FOR USE W/ HV BLADE 1 ONLY 250"o.D. -- '974' - 6063-T6 LOY AND TEMPER- _ _ _ - _ - .. .._ -- -__- PLASTIC HEAD 187 f e' 1.766'- -522' - y 4.045' --MOLDED •� - - 2"-- SCREW m r r - - 71� •0 p6,L � ,� vd O AFTER RNEIINC oe• a = 1/47A-20.x 3/4'" BEFORE RIVETING J` m� S.S. THUMBSCREWNUT* OI •p N F•� ; 2`2 .� m *SOM 9444 A(UMUWM(2024-T3 °i ALLAY)IMIDE FLANGE 7f11N FRONT f1EVAMON /est. n » . - '. .622• SHM KMSW.PARIF/0620.A5 MWUFAMMM BY ARID. tL,tiiJ' 4566' CHERRY MIT",PAMff' .HY MV JOW 07054 OR EOWL: LOCKER FOR "T" LOGK CENTERMATE QUALIFIED'FOR'USE W/ HV BLADE 1 ONLY ® bV FEMALE "T" LOCK CENTERM ® HV' "T"�,OCK U_V ,ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED fOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE LO HN BLADE ii�ONLY QUALIFIED FOR USE LO HN BLADE(1)ONLY 6063-l6 ALLOY AND TEMPER 606R'U ALLAY AND TEMPERR'' W/W BLADE Q ONLY. BLADE 1 ONLY. 4.917 1.9 Y 3.161 m � .214'°.° .063 .D62" CYUNDER OR .214 m KEY CYLINDER n .545' ' 4 n � m. 0.875 W.. 1 .40 :125'M l/ ER O O � HD NTECERMATE_��QC G QUALIFIED FOR USE W/ HV BLADE(g&&, A QUALIFIED FOR USE W/ HV BLADE 1 & to x 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER C:/ S INSpa VARIES. 12'Mig. QUALIFIED FOR USE W/ HV BLADE 1 & 1� ij4"IL-20 SS:OR 318'4-16 .1.1 ' 6063-T6 ALL.OY NO TEMPER ACETAL 7M0E85CROMS {SEE DETA'LS) 11/2' *-- 0 RN315 47610 .- EY(1,14-0 DEROCKING RObtFtoc 4HD L90 QUALIFIED FOR USE W/ HV BLADE( " 6063-T6 ALLOY AND TEMPER © HV-3Z8"0-16� ETA � }�/ '(f�• 0-20 AI I. 04 BY REGENT HARDWARE MORDSE LOCKS SERIES 2333-HOOK DOLT LACK. /� �5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S$ THUMBSCREWS QUALIFIED FOR USE W/HV BLADEOBc 11 DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F Y7 ItP p V BLADED QUALIFIED FOR USE W/ HV BLADE Q FLORIDA 80ILDlNG COpE 4Mon Nigh Velocity.Hurricane Zone 2015 EASTERN MESAL SUPPLY.'.INC. BERTHA HVTM tem I L E.0 A L NG. A.S w SmA. Accordion Shutter Sys KV.BLWE#t'W/CR W/O Iry vWRAIX = American Shufter Systems Ev.. mEsam noR CATE qG TILUT TESTING & ENGINEERING COMPANY 055 w.36i1Y.sl,see.3a3,vtR m wmrs,nDRM 331 Aes6cfatfOn, Inc. t- OLD 11-192 4/1365 %., Phane:(305)871-1330..Fox:(305)971-1331 4268 Westroads Drive ..2 .......... ���� e-ma9:19tcea0oot.cam Qt3West Palm Beach, FL 33407 3 H1111R11N)fWALTER A 11LLR Jn P.E. 4 FLORIDA Uc.$44167P,E: SEA(.fSIGNATUREjDATE 5 6. . SHUTTER ASSEMBLY SCHEDULE FOR H V 1 HV 3/8"0 12'MIN. CE 41 40 3 I TO BLADE P 82s• Q HV BLADE 1 1A .1875'r N ,® HV BLADE 1A ! HV WINDOW BLADE .0625' •0625 .0625' ® BLADE'S .0625 HV LONG RECESSED NYLON BUSHING. n KNUCKLE .�OPENIN 1875 Y ® SB a 3 (?YP) u 0.0625' HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER MOR ® C+,y¢ FIAT B RIION _ Rid 3 50' ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I N� `�q •�40 I M /rz.7w' X 0:870'13/16"THICK NYLON WHEEL:--- - - - I h fyy7 N z 7/6•MIN. HV WINDOW 0.188"O AISI 302 SERIES S.S. RIVETS T W31'0 - B�ON r �. 3.7500' ® HV 1 3/4" ACCORDION PIN W/ J8.HEAD * EXTERIOR o OPENINGS +-5 �F;08Z\ HV 2 3/4" ACCORDION PIN W/ #8 HEAD * - - J41 $,4j._ I - z1/4' .. 7r°t�n IMPACT RESISTANT HV WINDOW +'' BCLEAR� TYPICAL HV WINDOW BLADELLAPAND i '. L.. 39 i 1 3 POLYCARBONATE W.WINDOW DETAIL i , OOR ® ® or @ N.T.S. . ((SEE NOTE FOR I..i •I .. ..... . REOUIREMENTs) , i (DOR @ �CPOLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER-MAKROLON 3103 POLYCARBONATE RESINS, W-STABILIZED GRADE OR SABIC Hy PIN PEOUIREMENITS AT EXTERIY I iT0 MBLADE IN.CLEA CE INNOVATIVE PLASTICLEXAN 103 RESIN i.' 1 . . Q OR ! I (SEE NOTE "F" ON SHEET 19). (1) HV PIN.® SHALL ALWAYS BE USED AT ALL EXTERIOR ® �a0 f BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR m I' �- POLYCARBONATE SOURCES FOR EXTERIOR HV® BLADE. TYPICAL SHUTTER ASSEMBLY TYWA,1>� s"`� �; "�`� -A.T.S. 1HV PIN®2 OR G®R AT (2) HV PIN ® MAY BE USED IN LJEU OF @_AND ONLY AT EIRERIOR BLADE'S KNUCKLE. P1D�'dl:' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324' (SEE NOTE,i FOR QM= ASDL mce D.D43 Sb/f.' 0043 ro!' BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. Da p 3 REQUIREMENTS) �P6'Ir ,ENSEE„m S1RDOGIN ASTM 0336 9noo P-.•• 6AP P•.L nDWR4L SREJ6D,AT YIELD AM OW 1Z5W P.L 13.400 y."1. (3) HV PIN OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER O y i j ELIMM mom.US ASTM DIM 3 11 0 PIX sa,o0e Ry SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 85 9 I i SHEET ® loncxm zoD, ASTM U256 .e FL-ro! n Fr-m/ WHEEL CARRIAGE DETAIL S1110M DENSm AM DZ'3 47% �5■MM[ N.T.s. ASSEMBLY LAYOUT PAM OF etl'*** .Asm Dais C-1 CLASS o-1 CLASS N.T.S. :.SELF'ICKMON ASTM DIM 1040 T 060'F 19F6 AS1M 0135 IeEsae m+ENm1.'srzx ASTM 838 P v.+1. t7 a pa O HV BLADE SOLID & (A HV WINDOW BLADE DETAILS '°mL MD ASM M MI P.L awo P.J. N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone .. .\�\o R A O 2015 EASTERN METAL SUPPLY,INC. B R A HVTM `'cE" ASS . . .A. Accordion'Shutter System HY.BLADE#1 W/OR W/O H.V.WINDOW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shifter Systems ICV.Fk DLSCRIPM N DATE ::DRAWN BY'.M.L. >�aA.10oCIGtton. Inc. 1 OLD-11-192 4/13 I5'Dnte 4/13/15 O; ATE OF 6355 N.M.36M S4 R 305,w MMAI GARO <S.FLORIN 3316 Phdna:(305)871-1530.F..:(305)071-1531 4268 Westroads Dr<ve. z DRAWING No ORIDA..•`���� a-mob:tatecocool.e0,q West Palm Beach, FL 33407 3 O G``\\\\`` WALTER 0.0rOLLB1Jr.P.E. 4 �5�0SS , N/q•�,EN \ FLORIDA UL B 44167 5 - SHEET P.E: /611S1hti�URE/DATE _e 4 OF 20 ®•®® *NOTES ON HV LOSS AND CENTERMATES' � ®�°"®•O°A® 1.MANDATORY CONDITION j1:ONE FEV SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF OR 12-AOVE ELEVATION! W LOCK or�2MAY BE USED AS ANAN INSIDE OR OUTSIDE OR SPANS UP TO OLOC ATTACHED TO 0 OR 5r�AND FOR INSTALIATIONS0T ANY .. CENTERMATES W/(2) 1 4'0-20 x 1/2'LONG FLAT HEAD SS.M_S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ATION: 2. .IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 16® LOCKS OR; •MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES V OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE _ LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �B NYB 3. ONLY WHEN CONDITION it OR 11M DkTOgy comn]DN IS USED W/i1Y0 N.V_IDCKSI: LOCKING RODS ARE NOT REQUIRED ATAURRICANE POSETION, 8Uf MAY o ® 'USED IF-DESIRED TO.ENHANCE-SHUTTER PERFp MANCE LOCKING RODS qy OR AN ALTER NATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY 1]P/ATION. F1V LOCK or®SHALL BE USED.AS AN OUTSIDE OR INSIDE LOCK, ATTACHED.TO(DCORNER CENTMMATE W/(2) 1/4 0-20 x 1/2"IANC FLAT HEAD S.S. M.S.TWO LOCKING RODS - ® - AT TOP&-BOTTOM-SHALL BE USED. LOCATION-OF LOCK-SHALL.BE AS INDICATED ON_TYPKAL SHUTTER ELEVATION. � $ NDC-IM MAXIMUM SHUTTER SPAN SWELL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. si b hF 6. 5.3 • ONE ALTERNATE HV LOCK MAY BES USED IN LIEU OF HV LOaC Cr. FOR ANY.SPANAND INONSAT ANY ELEVATION.AL ERNATE LOCK®'MAY BE USED AS AN INSIDEON OUTSIDE LOCK.ATTACHUET OF 1/4'0-20x3/4'S.&THUMBSCREW TO©OR®'CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE.USED AT 1/2 OF SHUTTER SPAN OR TWO -dZ,g . 1LOCKS AT 1/3 OF SHUTTER SPAN. . 6. "AINMATIM COMMON.J3 FOR KEVSTONE MOUN.!NO INSGLATIONS: ONE HV LOCK®or.®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPA -ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LACK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END - M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/I& CONNECTIONOR'.®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 1 18 T�YP.FULL It *NOTES ON HV. "T" LOCKS AND CENTERMATES,. HEIGHT. OF CORNER 7 1.SECOND AILTEIME TO M&qMjM CONDITION#j VAU13 ONLY FOR W'r[Qg AND AND CENTERMATE �j ONE ALTERNATE HV'T'LOCK"MAY BE INSTALLED IN UEU OF HV LOCKS OR®"FOR ANY SPAN AND o'®�©•O7 °"®°R t U+©°R IIY�STALLATION AT ANY ELEVATION.PLTEFtNATE LOCK(S9 Y BE USED AS AN-INSIDE OR CUTSIDE LOCK ATTACHMFM OF LACK®INCLUDES USING:RONFORCING LOCKER ],AS SHOWN ON SECTION ENG,SWEET 9,WHICH MUST BE ®��+1©oA CONNECTED TO CENTERMATES'@ AND'®W/ 1/4'0-20 x 1 1/2'LONG S.S:THREADED BOLT W/7/8'0 x 3/32' O O+© O O+O WNGNUr OR W/ 1/4'0-204'SS.M.S. INTO A 1/4'0x 5/8'RNNUT LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LACKING RODS®TOP AND BOTOM IS MANDATORY. ©+lsaall9a®« 1s•�s�t�2+® *NOTES ON D LCIEKS & T ES' 1; T ONE ALTERNATE HD LACK MAYBE USED M LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION W LOCKS V OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY 13E USED AS AN INSIDE OR.OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO @ ES W/3 A x 3/8'F.H.SS,MS.,AND INCLUDES N.T.S. REINFORCEMENT INSULT®AS SHOWN ON SEanONS HOB-FNB AND HDC-HVC,SHEET 10:LOCK MAY BE INSTAIM AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS®IS COMPLETELY-OPTIONAL F 0 A BUI COD ( on High elocity Hurricane ne �� rp��4 - .. 02015 EASTERN METAL SUPPLY,INC. A. BERTHA HVTM S�QV;CENSF �� Accordion Shutter System A�s�s�A� KV.BLADE#1 W/UR W/Q KV WINMW BADE American Shutter Systems DcscMcw DATE M N BY MJ_ TILLIT TESTING & ENGINEERING COMPANY STATE OF r 63W N.W.36th.St.Ste.303.VIRGM DARDDS,NWaOA 331& Assoclatlon, Inc. t OLD 11-192 4/13/15 DATE .4/13/15 •• Phone:(305)871-1530.Foz:(305)871'1531 4268 Wes(roads Drive 2• DRAWING No y,���•...0 R ����� o-mdl:URecdOD.Loom West Palm Beach, FL 33407 3 5-085 WALTO U.17 T Jr. E B SHEEP P.E. 6. 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED OR CONCRETE 13LOCK ED: CONCRETE -(SEE,SCHEDULE ON REQUIRED 1/4-0-20x3/4•SS. POUR CONCRETE REQUIRED 13) CONCRETE ANCHORS MACHIN REQUIREDE SCREWS FOR (SEE SCHEDULE ON W/1/4--20 CONCRETE ANCHORS 17 18 (SEE NOUNmw OON SHEET 7) SHEET 13) NUTS O 12"D.C. (SEE SCHEDULE ON SHEET 13) 1. 1, __ 12 OR 14 Min. 1/4'0-20x3/4'.S.S. " -_ EQ Q MACHINE SCREWS -- USING 1/4'-20 NUTS .. 2. _ 6 12'O.C. /2. O E D.4 .250'M.X. __ _ - 13 aR 5 _ _- In O ,250• I 1 I D _ \ _ _ _ I .250'Mex. I Max. L � OPTIONAL II ii� �PTIDNAL 'I ii MN W12 sOEDME ON MIN.-SEPARATION TO GLASS 1 I- IRR BADE mNo - 1 OR ® i f7OSDNCr(SEE SCHEDULE ON SHEET 11) STINO i a 9W,B FIR , I I 1 GLASS Ell. g y�q� 1 MIN.SEPARATION TO CLASS - IXISTING (`(SEE SCHEDULE ON SHEET 11) I I I - G1AS'� ©HV WALL HEADER INSTALLATION OA HV WALL HEADER INSTALLATION BO HV WALL HEADER INSTALLATION + KEYSTONE IXISDNG - I MIN,SEPARATION TO GLASS G'"•"`'`r'; UK TION • i I I , -----1O EXISTING (SEE SCHEDULE ON SHEET 11) 1 OR 1 1 i ® I MIN.SEPARATION TO GLASS GLASS I (SEE SCHEDULE ON SHEET 11)- 1 ON 9ffi,B FV1 LyQ1 O I i i i i DIMES(D y EXISTING i �OPIT ONAL Ir \ 14 E r - L, .- Mox. MrE I OPTIONAL INH f II E P.* it \ 1 1 /2* E EQ 12OR® 1/4'0-20x3/4.HEE PHIWPS TRUSS HEAD 1/4SS H x3/4'SS. SCRES MACHINE SCREWS USING CONCRETE ANCHOfts - TRUSS HEiiD lA4CHINE SCREWS CONCRETE ANCHORS 11/4.'=20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHEDULE ON SHEET 13) Min. ORREDC C4CRErE BLOCKSH�13) POURED CONCRETE REQUIRED ORCONCRETE BLOCK NCRETE ANCHORSWALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION POURED SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR CQMSINAMQN OF SECTIONS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER r E.D.-EDGE DISTANCE ASSEMBLY SEE SPECIFlCr1DONS ON SHEEP 13) F. SELADE,E IgON SHOEEfU19 FOR n HV. BLADE 2-MOUNTING SECTIONS CAN BE=D ( O W ANY WAY TO SUR ANY INSTALLATION. 111111111 FLORIDA BUILDING CODE(Mon High Velocity .Hurricane.Zone dp```��,..•...��/T'''i�� .. ®2015 EASTERN METAL SUPPLY,INC. SSP'\,\CENSF'.. - BERTHA HVTM 1 L E C 37N.- A■S■S.A. Accordion Shutter System H.V *: _ ,aADE 01 W/OR W/0.KV WWW MADE !f /� * American Shutter Systems Df�PDDN DATE ' DRAWN BY: M.L. c SAT DF :�Q` TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD.11-192 4/13/15 DAZE 4/13/15 8357 N.W.36e1.SL,Ste.341,Y.Fox:(365)GARDENS,FLORIDA 153 JJIO 4268 Westroads Drive 2 ��',• Phone:(305)871-1530.Fax (305)871-1531 DRAWING No .......'`�`5§ `� a-maB:URecoOeol... West Palm Beach, FL 33407 3 s�gNA ,;`qA��` WALTER A:�wTi P.E. g SHEET FLORIDA Lie.8 44167 P.E. SEAL'TMATURE/DATE 6 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) TO (SCE 1 OR 1 ) MIN. AM" t 1 REgUIRED i 5t5�D1AE ON STET EXISTING ICLASS EDGE OF -'i I FOR etADC m..Vlt CIIlSS- j`(SFE 5 On SLAB IF I aT S EEr to TOR' 1 Vs,.}rYAAAnp11 I SHM 11) D. APPLICABLE EXISTING ' RAC SIM :@) tD OIA.7 I . CLASS_', LASS- \ r-ami SO i 8 ALTERNATE i i 1 I V ; ,ANCHOR t } I OUSTING LOCATION I I I I + i t t GLAS t i i iOR 3 oR 1 S I I 1 810x3/4'HEX WASHER HEAD i 3/8 MN.. TEX SCREWS FD 12'O.C. } 318 M11iri CONCRETE ANCHORS 8 SMAB 9F } ' j * 7 I (SEE SCHEDULE ON SHEET 13) ' t APPLICABLE EXISTING ' ,, —'( I , EDGE OF CLASS---i " EDGE OF a I t+ - SLAB IF O. SLABIF /I /1/2 EDGE OF APPLICABLE i UK STPAmm APPUCABLE £a. £.Qr -SLAB IF TO aASS INIE APPLICABLE POURED POUREDFLAT HEAD CONCRETE ANCHORS Sts�LE oN TAU ,�y (SEE SCHEDULE ON SHEET 14 a st�Ets FOR i OR WCONCRETE _ _ REQUIRED FLATHEAD CONCRETE ANCHORS CONCRETE ) m"4a REQUIRED D. b. (SEE SCHEDULE ON SHEET 14) 1� TRENCH INSTALLATION - 1(� HV L04 INSTALLATION0 HV WALK—OVER INST L Va ONLY FOR UP TO+70,-75 PSF A.S.D. Q HV-CEILING INSTA A L.ATION DESIGN PRESSURE RATING&FOR SPANS PER LLA),TION - ---F ------ - _ _ SCHEDULE#3, SHEET 11 Mu:seFv++Ai,u1 ANCHORS CONCRETE Of1S7cLANss� I'Nio a (SEE SCHEDULE px wsr,1) , r i SHEET 15) 1/4'0 IIW iLt1/66 EXISTING + ?r EKNC EXISTING ��. Nw 1/4'0-FONDx � OUbCLAS TECHNOLOGY OR -= / I .1j4• I Scl="lR!vw 11) _- T 1 1 FASIQF38 TAPPM+AN04ORS.W/ I 0 i i " i v ' FASTENERS ro t 3/4'MRL EMBEDMENT 0 .I -{Lsex 50RDOLE aN ,0 / O.C.FOR UP TO 6'-p'SPAN ATA 1 4'=FOR SPANS LARGO I" I I 1/4' 6-if'UP W g-O'llix.APRT MAX. HEX i C )G�NE01E.1 ttW��11 OR ti.l i i i WASHER HEAD MAX E' 4 FLR �7 3 8" 1 TIX Cow-- ' -'r . 814x3/4' HEX HEAD I 1 8' i9 72'O.C. ,�; TIX SCREWS Q+9`O.C. I OR 1/4'0-20 SS.M.S. CONCRETE ANCHORS - & 7 3 814x3/4"S-OS. , , t/sy-20x ll-21)5 us rS W NUT U 9'O.C. I +� _ _ '+''�'..,'.,.,• °"-ttSMC o.c.s-m erUts / I (SEE SCHEDULE ON n i 1� 1 SHEET 14) +, 1 .. _y' DMING WIN Sr�tGri3W 11, J i EDGE OF i 7 0R i 8 1/2. 1. ,.t.'...2.0o`DMIN.?.> WALL't�l(taaroRATNE 87SLAB IF4x3/4`FH.S,D.S. t,.MLN. ' r 1 7/8' 1 7/8 I I APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) O.C." —POURED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE f3(b) - - D. OR CONCRETE BLACK SHEET 14) POURED CONCRETE ON SHEET 1 OPTIONALPOURED REQUIRED OR CONCRETE BLOCK - CROENaCuRiREmTE (g HV WALL FLQ� INSTA LATON L REQUIRED @1MSAEX1`SM CONERESMAdPllt�TfNG' IN�A t{TION HV WALL WALK—OV MAXIM SHUTTER SPAN e-rL :+64,-72 p3f HV RAINGUARD INSTALLATION t NOTE FOR COMBINAnON DF SECTIONSt THIS INSTALLATION SHALL BE • EDGE DISTANCE REMOYASLE WHEN PERFORMED 1-SEE SHEET 4 FOR TTPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ADJACENT TO AN OPERABLE IXR j BLJIDE LIA ONNSHEETU79 FOR ASSEMBLY MOUN INSTALLATION DETAILS W� � HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED -- IN ANY war To Burr ANY INsrauanoN. FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone C9 2015 EASTERN METAL SUPPLY, INC. ♦s�Q�" v�ENSe `5f l BERTHA HYTM I�C 4 i N c. A.S.$�A„ Accordion Shutter System / RV, BADE#i W/OR W/O FLY.WINDOW GLADE fr -STATE American Shutter Systems bFscwFrmN DATE 1tRnfiT`Br: 1IL 3lTIWT TESTING & ENGINEERING COMPANY } 8355 N.W.36t&St.S74.30.55,YRGINIA CARDERS.FLORIDA 331 Association, Inc. t OLD I1-192 4f 13 15 DATE: 4/13 15 +: ' R Wlona:(305)871-1530.Fax:(305)B71�1531 4268 Westroad9 Drive 2 \ ♦ e=mpD:Ulteco8pol.com DRAWING No F� • ��.,'. West Palm Beach, FL 33407 3 AIT�S[(�/O.FIN yA�L�tLt�P`` WALTER A. nI JT Ir.P.E. 4 15-085 P.E..S?s{'.)fStIyWU"� E/{)ATE FLORIDA UO.g 44167 5 SHEET - 6 7 OF 20 SEEC 8 SFE NOTES ON LOCKING RODS®,HV LOCKS®ar 1 INSTALLATIONS W/ 1 HV **AND ALTERNATE HV LOCK®ON SHEET 5. OUT 9P I N , / EXISTING GLASS MADE STACK DETAIL HVF IS VAUD FOR ALL 'Irf/ BLADE W/, HV .CENTERMATES C��APPLICATION WITH B�Eo 0°"®°"10+®« OR SLE. END WALL CONNECTION DUSTING GLASS DETAILS ON SH .. Q+0+Q«©aO+Qox ©+®«Q+®«®+Q� —.—__--'-----------_ ---_.. --------------___,--._.— --- —� 2•x2•xt/8'x0•-2 8 < 8« 9�. «I + $ (6063-Te X101)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2)1/4.0 TAPcON I T/z• «®+® ANCHORS TO CONCRETE CENTERMATES CENTERMATES -(TOP/BOROM)& MIN. GLASTON (4)gmxl/z_s.p TO Tu 1E ATOxs/4•S.M.S.0 12 W/ HV LOCK o or WZ HV LOCK Q or EE To GLASS AT EACH ANGLE(TYP) - I O.C.-FULL"LENGHf, _ _ _. _ _ -. _ _ __ __ _ __._ __.. 3 oK - _ (ON SHEET 1L) 5 IN -------- -- * lm"� -llllro 2• ®«®«©+�«®«�,o•Q« ' ® HVB OUT ® HVC HVA ©«®«©+�«®«,o+Q« POURED E BLOC TE OR gyp"+®��+®« +©« rEwsnnc coos corKxtErE TtLocK Rau. IXISRNC ®«Q «I SYMMETRICAL -----------------—©�0�����7 +®« r/------ ® _O ©_ ® ®� GLASS 1 MIN.,SEPARARON GL�s 8 • « s• + s �IXISTN ,,C,/ENTERMATES* 6 ©•®«,©•®«®•Q« (5 T°scF ,LE 5 . «®±® * b � HV LOCA (INTERIOR) ®+®°A O'®cp.Q+� ON SHEET 11) MIN.SEPARArION OR TO GLASS I N ®ONAL ©+ (SEE SCHEDULE - - ON SHEEP 11)' (INTERIOR) _ ----------' ------' ---------- OUT _ 1 - CONCRETE 0 ANCHORS m 1 �, 1 1 B•O.C. g - ;------ --- — * 5 * 3 CARIES O * a ® * O U T 6 1/2•MAX.SLACK HVD OUT * (E)MIOR) HVE HVF** FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone `\`TgluuuIi oi%/ ©2015 EASTERN METAL SUPPLY:INQ ,, BERTHA HVTM . E" _ MEA S S A Accordion Shutter System L O HamMME , Wi Rip K�WNW aaDE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema DESCOMM DATE DBAMI BY: ML nTI H.W.TES INSe.>E GINE RING MPA 33,6 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/1a/1s -o'• STATE OF = 4268 Westroads Drive z +� Phcne:(3D5)e71-1530 Fax:(305)871-1531 DRAWING No O� FCORIOP•���'� c-mai�Uco®aDol.mm West Palm Beach, FL 33407 3 15-085 q,,,CO�'••••...LL:••�V``�J WAllFR A TILLR Lc. 44167 Jr.P. 3 - SHE . P.E..�A NAiClf?E/DATE FLORIDA 8 e SOF 20 ALTERNATE INSTALLATION W. HV "T" LOCK HV MA E FEMALE "T" LOCKS CENTER 8 ` LOCKERS W 1 HV BLADE SFF.ENO CONNECItoN oETAIIS oN.SMEETS 10 k lie INSTALLATION In HV BLADE OUT IN.: �� ' aAAs MADE ACK DETAIL MF•INDluam ON SHEET a �:/ HQ:CENTERMATES (0).&@.b (� ®m As wE11.As unrvET>a,Na.naAT1No.BunE®oeruL NGu-NVD. :SEE END WALL ODNNECIION aa.8 m(p. MMVM oN 1xrs Sx[�.MAY M:VS wrtx 1ws amtxa O��LG ON SHEEI'^�70 h 78 0•®°'® ©•o INVA LA O i UETPI. SH N IN TH6 SHEET. 00 isow--re loan uua 35# _ * 35 Awzr:r 2)1�i�� (aP1nTUL) - 4 (OPTIGxAAL) - �mrwl� L--------------------------------------------- (,)/toe/YOsus ro,rraE i /10.3/4'Sus.o 12. --- ------=----- .3 — Ar w+nuc.01a) as Tvu LDICNf. # I N ()N.v. I N (,)x.v. - 5 -- T - 3 - -30"LOCK T(INSIDE) .- lO PINS ETN 5� 5 1 28 9 1 1 3 OUT 31 OR 32F-- 31 OR©2 31 oR 2 31 DR2 1/4" 0-20 x 1 1/2" S.S.M.S. (anowu) NOPEaFOR:NV LDpC®. W/ 7/8"0 x 3/32" WINGNUT. (aPnoN7E.)H —HVB .OUT HDC—HVC 'r'LOCK.,ON SHEET e: # - - ' � �' - SYMMETRICAL HD'CENTERMATES 30 HV "T" LOCK (OUTSIDE) SYIr�M_E7RICAL HD CENTERMATES M/(fir LOCK (INTERIOR) EY G* W/ ilk LOCK (EXTERIOR) t SENES 0444 ALUWNUU (2D24-T3 n1CNJ LARGE RANGE THw �m®c�©'l�m®.tp•®'m SIM NUISERT,PVR/0820. AS W MFACRIRED BY AVDEL a4m rF7MM PARSIPPENY.NEW JERSEY ©...70 s©m.©•O'•®ai 07054 OR EQUAL 3 O #SEE NODS w IDQara R O 610®1006 M%M 5 #*UYWRSN.nAMG MME©DOM x00-M9 6 W M ALL Marl fIAnS APIVCA O T,rH BRADEO HDD—HVDs� FLOATING STACK FLORIDA BUILDING CODE(No_n High Velocity Hurricane Zone z k. ®2015 DSTERN METAL-SUPPLY•INC. P, - BERTHA HVTM : \GENs� .9 , - ::- Accordion Shutter System IL ECOliNc. A■S■S.A. KV. aADE#t w/OR w/o H.v wINDDYv BADE American Shutter Systems DESCRIPTION DATE. DRAWN BY: ALL y fl: TILLIT TESTING & ENGINEERING COMPANY STATE OF a Association. Inc. , OLD 11-162 ,/ta/(s DA,E 4/13/15 ':8..• 6354 N.W.38N.SL,St.310,VIRGINIA GARDENS,FLORIDA 3318 4268 Westroads Drive -T- �,,.- Ph—:(305)871-1530.F.A:(305)871-1531 DRAWING.No m®ti1w.0-1.GDrn West Palm Beach, FL 33407 4 15-085 WALLTTRpAAIx utei 5 SHEEP P.E..SEdtTJS11�R�ATURE/DATE. B 9 OF 20 POURED CONCRETE POURED CONCRETE RED CONCRETE L B POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALT- CONCRETE BLOCK WALLREQUIRED BLOCK WALL:REQUIRED REQUIRED BLOCK WALL REQUIRED T EXISTING GLASS EXISTING GLASS ANG CLASS -(7 2"MIN CONC ANCHOR EXISTING GLASS '�" � 0 16'O.C. �_ 1 J_—r MIN.SEPARATION T — 2'MIN. T- TO CLASS(Shy ASN.SEPARATION SCHEDULE ON SHEET MR SEPARATION UK ON SEE ED EQ TO MASS(SEE 11 FOR H/iOE mMID SC EDIA.E ON SHEEP t 50®IIIE OTO GLASSN SHEET SQHEDLILE ON SFfrEf 1/16•x3•MAX ON SHEET 19 FOR 11 FOR BLADE®MID 11 FOR BLADE FANO 1f FOR RADE mAtID (6063-T6)CONT. CPDF$Ok® / ` .. - Q&� ,/ H/SHOT FSm&® (LOCATE AT 1 ON S7#ET 19 FOR ALUM.CLOSER (LOCATE SIDE -- HADESw& PLATE.((LOCATE 1/2" OF 5Q) AT FJTHER SIDE MIN �� _ I 4 USE 1.OR a MAX. 1/2'MIN. (AS APPUCABLE)x2"x1/8'x0'-2' 010x1/2'S.M.S._ I ----- ALUMINUM CUP ANGLE ?711711 #10x1/2'S.M.S. 0 16"O.C. ___—_ 0 16'O:C. -" - .-- _ ___ _ ` (6063-T6 ALLOY)AT MIOHEIGHT 4 _ .. _ -(;) 010x1/2•S.M.S.TO®& 4 (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FO WALL AT 1'O.C. (LOCATE AT 5 SIDE CONNECTION 1 OR EITHER SIDE OF®) 1 OR SEE_DETAIL X FOR_ 1 OR TO TRACKS _ SEE DETAIL X FO 4 - - -" 1 OR _ - _ SIDE CONNECTION- _ _ _._ ®aO'O°'a: •®01-- SIDE CONNECTION - - o.®a©•O7 p 8 0 ®� _ to��u 6 7 as f0•®� ro TRACKS w a s• 7 a 8 0+®a tOw®°x©•�Q•®" TO TRACKS 1�•®'®•��•®" - �a©•�•®'®a 10•®�©•Q�©•®a ©•07 •®„O.p•®°° s:D.�a0.0.®� ©•OO.O•®- O.O•©a0.O•0a ®����•®�O•®w ®•®«®•®w0•®«. O•®mom•®�®•®a®•® ®•®a®•®�®•®�� END CONNECTION DETAIL 03 END CONNECTION. DETAIL® END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q - +REOUIRm ON!Y FOR SPANS GREATER THAN 12'--o- POURED CONCRETE OR EXISTING I- 4 EXISTING GLASS CONCRETE BLOCK WALL— GLASS 4 _ _ --- REQUIRED KOL ON 01 1/2'S.M. ________ TO MASS(SEF 0 16' .C. MN.SEPARATION Y ------ - --- ON_ D ---- 4 6 OR$OaR�OR TO GLASS(SEE II FOUR BLADE CONC ETE 1/2'MIN. SCHEDULE ON SHEEP ____________ ____ © •@OR(q ON SHEET 19 FOR ANCHOR 0, 11 FOR BIADE(DAND i OR OR i CONCRETE BLADES � 12'D.C. 5 �T&FOR 4 ----- - OR@ ANCHOR Q 0-11 7f• 1/2•MIN. 4 O.C. DEQ 2"MIN, 2•MIN. SEE BLADEMI@ON SHEETUSE 19 FOR ®OR�OR@OR� vlEw Y 5 1 OR PLAN DETAIL X POURED CONCRETEOR ®m©•O�® t0•®a ,D•.®m®.�®.®� END INSTALLATION CONCRETE BLOCK YlALL ���®"'®•��•®Q16 6 7 REQUIRED 10' O.O•®�O.O•®W (1) HV BLADE."OR. G HV WINDOW. BLADE INTO ©O ©�©O ®a ®•®�® a�0 ®� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5Qa0 ®«® ®^®®'®® END CONNECTION DETAIL© ��® FLORIDA BUILDING CODE Non High Velocity Hurricane. Zone m 2013 EASTERN METAL SUPPLY.INC. BERTHA H A — 11S S. A Accordion Shutter System LIE .0 O INC. . FW.MAX#1 W/CR W/O H.V.WNDOW RADE •.... American Shutter Systems REV.N - DESCRIPTION DATE DRAWN BY, uL- TILLIT TESTING & ENGINEERING COMPANY AsSOciati0n, Inc. f OLD 11-192 4/f 3/15 OATS x/13/15 STATE OF r¢ 1153 N.W.]stn SL,sty.305,tlRcagA curoD 8.FID m5 aTi 4268 Westroods Drive 2 ��• Ph...:(305)871-1530.Fox:(305)871-1531 DRAWING No •., ORI •••� e-rrail:tllLeCoeaol.com West Palm Beach, FL 33407 s [P.E. JONAL�N•�` WALTER TiJr.P.Ea �J-08FJ.i ��� FLORIDA Ue.'0 44167 5 SHEET �lL'j+9AS1V'AtfURE/DATE. 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'"L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" + NOTES: (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTAL— CENTERMAMS t ccNp - ® &®or or INSTALLATIONS W/ yy CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V:.LOCK or ® or or & & W/ ONE HV LOCKS MANSORY, POSITIVE".D.DESIGN_PRESSURE RATING. HD LOCK ®W/•NO LOCKING RODS or ONE HV LOCK or®or.® OR W/ NO LOCKING WALL A, B, C. D, E. M. N, 0, P,Q, pSO DESIGNALLOWABLE RAiWCA GIVEN NEGATIVE CENTERMATES & W/ ONE HV •T" W/ NO LOCKING RODS ® ® ODS MOUNTING F, K & L R. S, & V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,if) (VALID FOR.MOUMING 0 (2).PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES f tt SHEET 7) FLOOR/CEILING G. H. I, 11, J T. U, W & X WALL MOUNUNGS(TOP/BOTTOM) OR FLOOR/CEILING: _ MUM CONCRETE h W000 INSTAI.(ATIONS 0 CONCRE)E h wooD MOUNTING & M Fuw luxiwM CONCRETE GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. ASO.CEsw PRESSURE APA SURE INSTALLATIONS ,. - DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE P WALL MOUNTING FLOOR/CEILING t WALL MOUNTING Pt✓f3� FLOOR CEIUNG MOUNTING RATWO g RATtlNi / GIVEN A NEGATIVE ASA.DESIGN PRESSURE RATING, RAIM MOUNRNG (r+r.) FLOOR/CERING MOUNTING (°.`tJ OR DETERMINE MAXIMUM SPAN •L-"FROM SCHEDULE. (+- FLOOR/WALL'MOUNTING L+-(� L-N L+ (a) L-(ft) L+ (R) L-(0) L+ (8) L-W 8 MAXIMUM SHUTTER SPAN "L+'OR "L-"FOR INSTALLATIONS INTO WOOD SHALL-BE LIMITED TO FINAL,MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR L 18'-0' 18'-0' 16'-0" 16'-0" 30 16'-0' 16'-0' 30 -I6'-0" 16'-0"- -705 psf.A.S.D. DESIGN PRESSURE RATING. - MMIMUM DETERMINED SPAN BETWEEN 'Lt AND 'L- 35 14'-10' 14'-10' 15'-2' 16'-0• - 35 14'-10" 14'-10" 35 15'-2' 16'=10" .. 40 13'-10' 13'-10' 14'-7'. 15'-2' 40 _ 13'-10" 13'-10• 40 14'-2" 15'-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4" 14'-3" 45 13'-1' 13'-1" 45 13'-4- 14'-3' t HV CORNER CENTERMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS --50 12'-5' -12'-5" -12'-8' 13"-7"- __50 _-12'-5' 12'-5" s0 _ 12'-3' 13-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEIJNG MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11' 55 11-10' 11-10" 55 11'-1" 11'-I1" SHALL BE AS INDICATED ON MANDATORY-CONDITION #2 -- FOR.A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 17'-4' 11'-4" 11'-7' .12'=$ 50 :111-4':.: 11'-4' 60 10'-2' 101-11" NOTE 05.SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10 65 W-5" 10'-1- - DETERMINES: DETE MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-Ci' X10'-6- 10'-9' 1V-5 70 10'-6" 10'-6" 70 8'-9' 9-4' L2+=MAIL SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1' l0'-1' 10'-4" IV-1- 75 10'-1' 10'-1' 75 tt EXCEPT THAT MAXUIUM sHUnER SPAN"L+'OR INSTALLATIONS. 80 9'-10' 9'-10' 10'70" 10'-9" 80 9'-10• W-10' "L-"AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FORA GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8" 9'-6" 9'-9" 10'-5' 85 9'-6: 9•-6- INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3° 9'-5' 10'-1' 90 9'-3' 9'-3- SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING LI-F 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 6'-0" SPAN, SEEL2 Mo.SPAN FOR FLOOR/CEILING MOUNTING 100 W-9' 8'-4" 9'-0' 9'-7" 100 8'-9' W-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11"- W-9" 9'-4- : 105 8'-7" 110 B'=4' 7'-7" 6'-7' 170 8'-4' 7'-7' - FINAL MAXIMUM ALLOWABLE,SPAN IS EQUAL TO THE 115 8'-2• 7-3" 8•-4• W-11' 115 8'-2. 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 14". 11+ 'Lt=AND•L2-• 120 8'-0' 6'-11' 8'-2- 8'-9' 120 8'-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 A.S.D. DESIGN 130 7:-8' .6'-5' 7'-10' 8'-1' 130 7'-B" 6'-5' MINIMUM WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 7'-7" 6'-2• SPACING. 140 7'-5• 5'-11' r-7" 1'-6- 140 7'-s• 5'-11• ASTM E-1996 SEPARATION 145 - 7'-3" 5'-9' 7'-5' 7'-3• 145 7•-3' 5'_g• TO. GLASS, 150 7-2" 5'-7' 7'-4- 7'-0' 150 7'-2- 5-7- 155 7'-0' 5'-5' 7'-Y 6'-9" 155 7'-0' s'-5° 1 THRU 3 „ 160 6'-11' S'-2' T-1' 6'-7' 160' W-11" 165 8'-10' -5'-1' 7'-0" 6'-4' .165 C-10' 170 8'-9" 4'-11' 6'-11' 6'-2- 170 6'-9' 4'-11• 175 6'-7' 4'-91 6'=9' 8'-0". 175 W-7• 4'-9" 180 6'-6" 4'-8- 6'-8. 5_,D- ,BD 6'_6' 4 H V B LA D.E 185 6'-5- 4'-6' 6•-7' S-8' 185 :6'-5" 4'-6" 190 6'-4' 4'-5" 6'-6' 5'-6" 190: 6'-4' 195 6'-3" 4'-3• 6'-5� 5'-5' 195 6'-3- 4'-3' 200 6'-2' 4'-2' 6'-4" 5'-3' 200 6'-2' 4-2.. 205 6'-1' 4'-1' 6'-3' s'-1• 205 6-1' 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. {{AI{1111111111///// {�`�.A:TIL(/T�•., BERTHA HVTM L E C O � . A.S■S.A■ Accordion Shutter System `'•' H,v BADE#1 w/0R w/o H.v WINDOW BLaoE TIWT TESTING & ENGINEERING COMPANY American Shutter .SySt9n)3 DESCRIPTION DATE DRAWN 8V:U&QY.LG. *• AESac)atlon, Inc. I- OLD 11-192 4/13/15 DAM- 4/13/15 * — 0365 N.W.3G16.SL.Sb.309.VIRGINIA WENS,FORM 331104268 Westro0ds Drive 'z (306)871-1530.Fax:(305)871-1531 DRAWING No SIAlt Ur7<u 0-mml:tilt..a-l— West Palm Beach, FL 33407 4 3 O'•,FCDRIDP.•'�`�'��: A TIWEB-0006719 15-085,. WALTER T Jr.RE FLORIDA ua g 44167 s SHEET � Sp1�lGE/DATE 6 1 OF 20 :c N.•: i .ar •: Ilfi 1113 :. r r .:111 ':a-ti C I.. ,:r• : J::s p•.r • .11: 11'r •: •r .:al •: .•:� :al MIAMI, IWIMr r- r . Vp mm©'- MOMMIM,rm.mwn00�0® mm0 —®®®monnoom®mnavoom®mva000mmmoaooio®mmoo�m0000aomao mmQ7000O©mmmOOOOO m®mODODO mmmBOOmE�mmmMO�� . .MMMm mmm0000n mmmmm�oo mmmoomoo mmmono�ao mmmoono....... 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' r mm0mm0ppv0 mm®®mmm®DMO mmmmOpOpOO OmMMMMMO®movMMvo nomom®oo =M"MMMMOM MMMM=O�ODm000 mmmOOO d mmm®®M0O mmmO®OMm mmm000oM moMMMMMo g]��OMMMm mOmm�MMM ®mm�®mMMA mmmMMMMM UMMM"MMM mmvoMooM m®0®©MMm OOOmOmmM mmmOm®A�mmm000MM m�©OMMMO mmm®MMOM omom®mMM mmm®©MOM mmmmoMM mmmmoMoo mmMMMMMM mmm00Moo""M""MOO mm000000mmOMMaM0mm0MMMMM moMMMMoo�F]MOM�®®O�OKI KIBB0 �m�i®�a0000 m®����®®mmmooaao�m0000aa m�oa0000 ooa©®voa mmmooeoomm ®®v000aom®000MiaaommmHumanMMM=MM Emm"MMMMEN" MMna®® m®®ooMMommm�MMMoClIala vomm®M=ME MMMMMMMo....=MMM O �mm�00000mmM000MommvoavoM®�aoaaaoo�oo®®ama9aaoom0oo O f� , • • � • � , mmooMOM�ammvv�oMom®MMM000 - mmoMMMo®mm000m®ommoMOMMM�oMOMooMmmmveoM®nnm®ooMo - mmvvvomommoov�oo® o ® ®m000MMoov�ovoov0000©ooMM • • �mmooMMooMMMMMMov[omo ®Mao®�0000�ao�wma®gov0onnmm000 13 mv000•a®ommvoo�oMmm00000amsa000 m o00 M m®MMMMoommmmooMomm®mmMooMMMmomoo®Monoa�aa®M®a �maooaaomomo®®ao®aoa�ooa0000Mm onsumvaoaaaammpomm©®oo mMOMMMmomQovom®Mm000MMMMm�voMOM®0®Movoo®mmomMOMo Zan=== mooaa000 movvoovo MMMMMM MMM ono=====mvo�®a®ao Homos®aA ;•;: ; �� i • _ MAXIMUM ANCHOR* SPACING (iD,) SCHEDULE FOR A GIVEN MAX. SHUrTFR SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEMM PRESSURE RAMIG AND(SEE 1NOUNTNGS 4 0,&H ON SHEETS 6&7) - - -- - - 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: YOU ED 0ON1CR0r/OON==BOOK - -POURIM CONCRETE (A) TO EXISTING POUREDCONCRETE:(Min.f'c-3 koN MMMQE WALL SILL MOUNTING ©CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCCN WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUODETL(Minn.fc=3 kol) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,DOLT&SPECIALTY COMPANY.(Mo.fc=3 k.1 (q) AS&DERN 1EGAIK PMS91E RAINS OEM NBAINE fl✓ESS11E Ree DL901 NE AK PRESSURE RAM - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED-BY FLORIDA FASMIERS DIRECT.INC-(Min,fe-2 keit TAPCON OR 30 40 60 75 90 120 160 205 30 40.80 75 90 120,60 205 3q 40[6075 90 120 160 205 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY�POWERS FASTENERS,INC.,AND DISTRIBUTED BYALLPoINTS SCREW,BOLI&SPECIALTY 14 12 10 B 8 8 6 55 14 12 .7D 9 B 8 6 8 14 12 8 a e g TAPCON WITH ADVANCED COMPANY OR MANY OTHER APPROVED LICENSED OR AUTHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'=0' 14 12 10 9 8 a 8 6 14 72 .t0 .9 0 a 8 6 14 .12 e B 6 8 dE1READFORM TECHNOLOGY (1,{A fc=3 ksi) R 14 12 10 0 8 8 B e 14 12 10 .9 B B 6 a 14 12' 8 IIB 5 All PoINTS:SOLID-SET 14 12 10 9 8 8 8 7 14 12 10 9 8 B 5 8 14 12 e B 8" 8 BLUE TAP'W/CAP N07(S: 14 12 10 9 9 7. 6b 35 74. 12 10. 9 :8 8 .8_ .e 14 12 0 e 6 6 TAPPER- 0.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORU TECLDIOL=ANCHORS AND TAPPER+ 14 12 10 P 8 8 s B 14 12 10 9 e e e s 14 12 aANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0' 14 72 10 9 8 6 8 4 14 12 10 9 8 D 6 45 14 12 B 8 4 3.5 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS sNALL BE 7/8'PITO THE F•Ol1RED CONCRETE NO EMBEOMEM14 12 10 9 8 8 8 45 14 12 10 9 8 0 0 5.5 14 12 a 8 8 45 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND 14 12 10 9 73 Sb 35 - 14 12 10 9 8 8 5 5 14 12 9 7 5s 4 ♦SEE IfA.S OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 14-.12 10- 9- 8 8 e e 14 12 10 -9 8 6 6 SS 14 12 8 B 6 45 9VDE ON SH E'f t9 -0' 14 12 10 9 6 7 4 - 14 12 10 9 8 8-5 5 35 14 ,2 85 8 3.5 S A. IN TTLAT PRECAST STONE,PRECAST CONCRETE PANELS,-PAVERS OR ANY VENEER BE FOUND ON THE DOERING WALL OR FLOOR. 14 12 f0 9 "8"75 43 - 14 12 10 9 8 8 "814.5114 12 10 9 8 5 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL Fl18S7EES.ANCHORAGE SHALL.BE AS NDICATED ON 14 12 95 75 65.45 - -[14 12 10 9 8 75 55 4 14 12 10 9 8 6 45 35 NOTES A7)&A2).ABOVE.FOR INSTALLATIONS ON"VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT 7195 ENGINEIR FOR 6'-0' L4 M 10 0 e e. e - 12 fO 9 8 8 6 5 14 12 10 9 8 e.5 •5 3b INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 12 10 85 7 55 4 3 14 12 8 85 5S 4 3 - 14 72 10 9 8 5 - 12 .10' 9 8 95 5 .75 14. 12 10 B.5 B 5 4 - _ (B) TO IXSDNG CONCRETE BLOCK:(ASTM C-90) 14 f2 B 85 S5 3 - - 12 10 9 8 05 4.9 3b 14 12 70 8. 7 5 3S 3 - 1/4'0 TAPCONORTAPCON WITH-ADVANCED.-THREADFORM TECHNOLOGY-ANCHORS.-AS MANUFACTURED BY I.T.W.BUMDL. 14 12 f0 9 8 9 - - 12 10. 9 8 7 5 4 14 12 10 .B 75 Sb 4 31/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. T-0. 14 12. f0 8 65 4 - - 12 9. 75 6 4.5 3.5 - 14 05 7 5.5 45 35 - - -1%4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 1412 10 85 '7"'4. - - 12 10 9 7S 55''4 14 12 9 7 75 45 --'- - 1/4'0 TAPPER+'ANCHORS AS-MANUFACTURED Bf POWERS FASTENERS,.INC.,AND DIS,RIBIITED BY/LLL PoDJIS.SCREW,BOLT&SPI.CIALTY 14 f1 7 55 4b":- - 12 10 9 75 55''4' - 14 12 9 7 8 45 3":-: COMPANYOR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERMIW SHUTTER SYSTEMS ASSOCIATION,INC. 8' 0' 14 12 10::8 a G5 r. - 12 10 9.:8 6 :4 - 14 12 10 8 6.5 :6. 3S - NOTES: 14 12 88 7 55. 3" - - 14 12 8 65 55 4. 3' - 25 95 8 5 4 3 - - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPIER+ANCHORS IS 1 1/4'AND TAIPCON 14 12 95 75 B - - ts' 12 95 B 89 6 - - 14 12 B e' 8.5 4 - - WITH ADVANCED THRFADF'ORM TECHNOLOGY ANCHORS IS 1'. 13 95 BS 5 3S - 14' 12 10 8 65 5 - 14' 12' 8. 6.5 5 4 - 9.-0. 14 12. 10 9 8 - - - 14 12 10 9 75 4.5 - - 14 12 85 .7 55 4 - = 8.2)MINIMUM.EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SWILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 8 4 - - - T4 71 '7- 53 5' 34 - - 11 -a"Sb 45 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PEAMTRED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LANG MINIMUM SHOULD STUCCO 14 12 8 es 4,5 - 14 12 flS 7 65 4 - - 14 ,0.5 7 55 6 45 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11 b 85 55 4 - 14 12 B 7 6 4.5 - - 14 11 7 5.5 45 3.5 - 10'-0' 14 t2 10 :9. 75:-. r - 14 12 10 8`69 5 - 14 12 8 B 5 :4. - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VO4EER BE FOUND ON THE DOSTING WALL OR FLOOR. 74 IDS 7 5" 35. - - 13 95 e.s 5 4' 3 - 10 75 5 F 3 ANCHORS SHALL BELONG ENOUGH TO REACH THE MAIN STRUCTURE BEIIND SAID WALL FlN6HF5.ANCHORAGE SHALL BE AS INDICATED ON 14 /f' 7S 59 - - 14'11.5 B 6 5 4 - 25 95' 6 5' 4 4 NOTES B.1)do B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. O9 B 5 - 14 12 '8 ELS 55 4 - - 13 107 6.5 '6 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - _ 14 12 9 7 8 45 - - 14: 05 7' 55 45 SS 11'-0' 7-5 9b' 9 - 12 9 B 45 4 3 - - 9 '7'4.5 35 3 - _ _ (C) ANCHORS SHAU_BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TEE ANCHORS MANUFACTURER. 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1S BS 55 1.5 79 - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9s 7 4.5 - 14 115 75 8 5 - 12 9 6 4.5 4 _ 14 12 fo - - - - - 14 12 8 65 SS - - - 13 10 6b 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: - - 15 B.5 4.5 - 11 8 55 4 35 - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD.FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN TIE INDICATED,REDUCE ANCHOR SPACING 35 95 e - 13 9S 6.5 5 4 - 0.5 8 5 4 - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9- 55 - 14'105 '7 5,5 45 - 11' &5'55 45 35 - REDUCED SPACING OBTAINED USING FACTOR SMALLNOTBE LESS THAN MINIMUM SPACING_INDICATED'FOR EACH ANCHOR TYPE... 13'-D' 14 l- - - - - - 14111.5 75 6 5 - - - 12' 9 B 4S 4 - - - - - FACTOR - 05 - - - - - 10 7S 5' 4 3 - - - 7.5 SS 4 '3 - - - - A1:TTIAL - -25 - - - - - 12 9 8 45 4 - - - 9.57 5 4 - - - - EDGE TAPCON HRMFTAPCONO WITH ADVANCED N L POINT SOLID SET BLUE TAP W/CJAP TAPPER+- - 13 e.S s5 5 - - - OS 79 s 4 - - - - HV BLADE O DICTANCE THREAOFORM TECHNOLOGY YIN.SPACING 14 - - - - - 14 105 7 59 - - - - 11 8S SS 45ED. MIN.SPACING-3' MIN.SPACING-3' PAN."SPACING-3 1/2' MIN.SPACING 3' 3 3/4' 410 - - - - 8 7 45 3.5 - - - - 7 6 3.5 3 - - - - I HV BLADW OURED CONCRETE& you ED CONCETE CONCRETE BOOL POURED*CONCRETE& POURED CONCRETE&FOULED OMUE DWOEM BLOC( _ _ _ e 5.5 45 - - - - 9 85 49 - - _ _ _ .� V I OW CO Ed 3'TE CK MN FA=3 1/2'MN.M.2 1/Y LRL EII.SCONCRETE B1 _OCK �AIX EA�83 CK MN.Ea.3 I'T MK FA.2 1fY 7.5 - - - 12' 8' '8 - - - - - 7 45 - - - __14 - - - - 3.5 ,G 5.5 - - - - DS e s - - _ - - BLADE WORKING 3' 1.0 oso ,.o D.7e t.o oR4.. ro15'-0' 2 1/2' 0.81 1.0 - - 0.67 1A. 9 - - - - - B5 BS '4 - - - - - BS 5 3 _ _ _ _ IN UNISON 10 - 05 86 - BS 6 4 2' 071 - 0.517 - - - - - 15 es 5s - - - - - 9 6.5 4.5 - - - - - 1 3/4' - 091 - - - 0.4314 - - - - - 25 9.5 8 - - - - - IU75 - - - - - 1 1 2- 0.35 88 8 4 B 45 3 - -as - - - - - 95 r s - - - - 8 6 4 - - - - - FLORIDA BUILDING.CODE(Bon High Velocity Hurricane Zone N.TILL/� ®2015 EASTERN METAL SUPPLY,INC. BERTHA WV F A S S Accordion.Shutter System L ECO M . ■ . . H.V.BLADE ff, WJ OR W/O H.V.WINDOW MACE American Shutter Systems DESCRIF LEON DATE DRAWN BY. M.L STATE OF •TILLIT TESTING & ENGINEERING COMPANY • 8355 N.W.J6tX.St.Ste.305,Y7RGV141 G4ROEH5,i1DRI0A 37Ifi Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 ��. Phone:(305)871-1530.Fox:(305)871'-1531 4268 Westroods Drive 2 DRAWING No \ a moil:UHec0000l M West Palm Beach, FL 33407 3 S10NAL ` WALTER A.TILun1J,PZs 15-085, P.E.".'YtiL 91N�lATURE/DATE FLORIDA u�.p 441x7 s SHEET 6. 13 OF.20 O U.) 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Z YYJ p Y� Y� Ymdn�d m m a... 6 �m m n m m m m m m m m m m m m m m m m m m m m m 111 I I I I III1 I I I I 1 I I III I I 1 1 I I. 1 I I i I I 33 �m m H m m H m m m m m H m m H m m m m m m m m m m m m m m m m eD m m m m I 1 I 1 I 1 I I 1 1 I I I I I I I I II1- m m m m o m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m mlm 1 1 III 1 1 III I I ill �.w w a m w w w w w m w w m m m m a w w m w w w w . 1 1 1 1 1 1 III p�10100 10-010oom0000000000000000e000m00000 oe��000 1010 om"00000aoo V.N-.N-V r V.N-V v.N.V V Vill ^'.Iled'Y �o I I I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f,) AND CORRESPONDING MAXIMI ANCHOR SPACING (jn j SC-HEDULF FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). ' L.J B"Z�;T RSOUTHERN AT E SOUTHERN SPINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE.FIR SOUTH P No. SPRUCE:PINE SFIR IN 1/2� MIN. CDX �W��H���. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN.G=0S0 W/ MIN. G=0.43 W MIN. G--0.36 MAXIMUM SPAN"(ft) 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 MOUNTING§ WALL'MOUNTINGS B.O.WALL MOUNTINGS 13.0:WALL MOUNTINGS: B.O.WALL MOUNTINGS - W & X W& X W & X P &'Q S&V S&V S&v ®1GaE t�Fq6(pr) 6gn met RESIE 1A19L 4L) ¢mf 18Im�E f®a�Io+J oval vAlz 6»E 006194 RY01 IFOAE F�eu16(� O901I&mE BfY9K ems;4d1 1199I fwc fl09R ILC(� uml 16AfE Heau�6(� DvI+LW[R7DR Da Ip) �I�mE I1FI9Ai ems IA 30 40 60 75 190 105 30 40 1 60175 90 05 30 40 60 75-90- 05 30 40 60 5'90 05 30 40 60 75 90 05 30 40- 60 75'90 05 30 40 60 75 90-105 30 40 60 75 90 05 30 40 6075 90-110530 40160175-90 05 -0'OR LESS2 10..10 9 8 B 6" 6 6 6. 6 6 12 10 '10 9 8 8 .6 6 6. 6 8 6' 12 70 10 9. 8 8. 6 -6 "6 6 6 12 12 12 12 12 12 12 12' 12 12. 12 12 12 12 12' L'-O' 12 10 10 9 8 8 8 6 "6 6 "6" 6 12 10 10 9 6 8 8 8 6 6 6 6 12 10 1019 88 6 8 6 6 fi B 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12'12 12 12 12 12 12 5'- 12 10 10 9 6 6 6 6 6. 6 6 .5 12 70 1D 9 8 8 6 6 6 6 6 5 12 10 1019 6 7 6 6 6 6 6 5 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0 12 10 10 9 8 6.5 6 8 8 6 5.5 45 12 10 10 9 B 5 6 8 6 .5 5 4S 12 70 1019 B 3.5 8 8 8 6 5. 4.5 6- 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 "7'-0' 12 10 10 9"6.5 4 "6 6' 6- .5 4S 4 12" 10- 10 9 -5-3 6 6 6 5 -4 3.5 12-16 10 7 .56- 5 4 3.5 6- 5---4-4 --= 12 12 12 12 12 12 12-12 12 12 12 0. 12 12 12 0.58.5 7S _ B'-0' 12 10 10 7.5 4.5 3 6 6 6 5 4 S 12' 10 90 6 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - 6 B 5 S 3.5 3 6 5 4 - 12 12 12 12 12 12 12 12 12 12 41 9S 12 12 1S 9 7.5 6.5 9'-0' 12 10 10 5 3.5 - :6. 6 5.5 S . 3 12'10 9 4 8 6 4.5 4' 3 } 12 10 4 3 6' 6 4.5 4 J 3 6 5 S5- - 12, 12 12 12 12 10. 12 12 .12 1: 9.5 8.5 72 12 10 8 8.5 5.5 10'-0' 1210 -7.5.4 - - 6 6 5 4 .3 12 10 -6 3 - 6 6 4 .5 3 - 12 10 3 - - 6 64 .5 3 8" 5 - - 12 12 12 12 1.59.512 12 1210. 8.57.512. 12 9. .7 6 5" 11'-0^ 12 10"5.5 - - - 6 6 4S- - - 12 10 4S- - 6 .5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - 12 12 12 12 10 BS 12 12 12 SIS B 7" 12- 12 8 6.5 5.5 4.5 12'-0' 12 10'4S - - 6 6 4, - _ 12 10 3S- - 6 5 5- - 12 10 5 3.5- - 6 5' - - 1121 12 12' 1. 9.5 8. 12 12 it 8S 7 6: 12 1: 7.5 6 5 4 13'-0'" 12; 10 - 6 6 - 12 70 - 6.4S - - - 12 S - 6 4.5 - - 6•4.5 - 12 12, 0. 8.3 7.5 12 12 10 8 6.5 SS 12 0.5 7: 5S 4S 4 14'-0' 72 10 6 S.S - - - 72 7 .5 4.5 - - 12 7 - - - .5 4.5 - - - 6 3 12 12 9.5 8 6 12 12 SIS 7.5 6 4S 72 9.5 6.5 S 4 3 15'-0' 12 - - - - '6 - - - 12: - - - - 5 - - 12. - - - - - S. - - 6 - - - 12; 12 11 9 .5 5 12 12 8:5 7"6 4 12 9 6 5 4 - 'IB'-O' 12 - - - - = 6: = - - - 12 = - - 5 - - - - 1 - - - - - 5 - - - - 6 - - - - 12. 12 10. 8.5 6S 4 12 12 -8 6.5 :5' 3 11. .5 5.5 4.'3.5 - 4 HV BLADE OR n HV BLADE W/ �A HV WINDOW BLADE "WORKING IN UNISON* •SEE ATI016 lx'lff FDR BIIDE�ON 91fET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 7.ANCHORS TO WAIL,FLOOR OR SOLID WOOD SOFTTf SHALL BE AS FOLLOWS: -S=HER N PIKE No.2 W/G=USS(N.DS) -1/4'0 TAPCON ANCHORS,AS A4WUFACTIJRED BY LT.W.BUILDER W/MINDIUM EMBEDMENT AS INDICATED AT -DOUGVS FIR W/G-0.50(N.D.S.) EAM.SECTION ON SHEETS 16&17. -0PRUCE'PINE:FIR NORTH W/G-0.43(NDS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/6-036(NDS.) -YIN.1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF - TAG SCREWS AS PER NDS 2012 SPECFM7IONS 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOM10:101ATIONS.AND SPECIFICATIONS OF THE ANCHOR'S M MUFACnIRQi. FLORIDA BUILDING.CODE(Non High Velocity .Hurricane.Zone ®2015 E*7M METAL SUPPLY,INC.: BERTHA HVTM `�Y711111f11111,,, A.S.&A. Y Accordion.Shutter System RV.13L"#1 W/OR.W/O.KV.WNDOW RXX AmericanShuffer Systems _x DExR,rnox DATE DRAWN Brc M.L. TIWT TESTING & ENGINEERING COMPANY ., A.4 61 = 6355 N.W.361h.SL,Sta.305.Wm9M GgMS.FLORDA 33, Association, Inc. , OLD 11-1 s2 4 1J/15 DATE :4/13/15 -warn •�-*' Phone:(305)871-1530.Fos:(305)871=1531 4268 Westroads Drive 2 e-mal:tiff-aaot.wm West Palm Beach, FL 33407 s DRAWING No a:_ EB-00067.9 4 15-085 t�Fllt1H^In3^lf`linLUT J,RE FIARIDn u4 g 44167 s F% 6 15 OF 20 sSiONA�...r�`O� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & I1A HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS N OOD WITH HV BLADE 1ONLY SHALL WALL FINISH BE LIMITED TO 105. Dsf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 1.9 FOR MAX -SRN & 1/4'0 TAPCON OR . . S D DESIGN PRESSURE :FO R INSTALLATILADE 1 :& A WORKING IN UNISON TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY .. OF THREADED AREA TO `e W/1 1/2'Min_PENETRATION,OF THREADED AREA TO EXISTING SEPARATION EXISTING WOOD HEADER WOOD HEADER.(SEE SCHEDULE ON SHEET 15) ; TSO GLASS(SEE I I I I OR (SEE SCHEDULE ON SHEET 15) ,w_ 1/4"0-20x3/4'S.S.MACHINE SCHEDULE ON SIfkT I 1 \ OR®x 7 7R 18 ®12"D.C. C/ 1/4'-20 NUTS ~-ION STET 19 FOR R 1'Min. EXISTING I BIALIS O& v N g GLASS---6 I 1 ORI I wAu - - - - - _ N T`_ L_-0PTIONAL — :; aWALL I EXISTING MIN. I - - _ _ _ s _FW __ _ _ N OR 1 2'x4'WOODI - EXISTING MIN. - _ _ OR 1 HEADER REQUIRED I ® I 2"x4'WOODIt{ILHi 1 j"0 TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED THREADFORM TECHNOLOGY W I 1 1/2" EXISTING I A4EL SEPARATION I I I I t _ Min PENETRATION OF THREADED AREA TO GLASS--j TO GLASS(SEE I I I DOSTING WOOD HEADER. 17 MIN.SEPARATION To,GLASS (— SCHEDULE SF477 EXISTING 1� tSEE SCHEWLE ON SHEET 15) 11 FOR RADE(Dr (SEE SCHEDULE ON SHEEP-11) I ON STET 19 FOR CLASS--•i 2"z4'CONT.SILL 1 ELACES O&Q!� PLATE REO'D. (N)}tV WALL HEADER INSTALLATION 1 COALL . INSTAL ION gHV WALL HEADER INSTALLATION IXISnNG I MIN.SEPARATION TO GL SS I I MIN.SEPARATION TO CUSS GIASS--I ) IXISTNG (SEE SCHEDULE ON SHEET 11) �( SCHEDULE ON SHEET 11) r MN.SEPARATION TO-GLASS I I IXISTINC� x GLASS 2'x4' PLATCONIJ(�SCNEDULE ON SHEET 11). I `••' WOOD PLATE OY+ I L 1 MACHINE SCRRE4�S.S. REQ'D. I y 1/4"0-20x3/4'S.S. \ I I I USING 1/4"-20 NUTS e MACHINE SCREWS W/ I I 1 0 12'O.C. —WALL 1/4"-20 NUTS C 12" FINISH I I O.C. I - .. OR 18 I ©OR® i'c 1 OR t 7 OR 2'x4'CONT. WOOD PLATE 1"Mtn. RED.D. H 1"Min. 1/4'0 TAPOON OR TAPCON WITH ADVANCED L 1® THREADFORM TECHNOLOGY W/1 1/2" 2"x4"CONT. Min.',PENETRATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED SILL.PLATE DMTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2' 1/4'0 TAPCON OR ES�Uflff REO'D. ,(SEE SCHEDULE ON SHEET 15) Min.PENETRATION OF THREADED AREA IEITO.PLYW000 \ TAPCpN WITH ADVANCED SHEET 4 FOR TYPICAL - ,WALL FINISH (SEE SCHEDULE ON SHEET IS) IXISTIND LAIN.2"x4" T/2 MN.CD THREADFORM TECHNOLOGY TTER ASSEMBLY. .. y STUDS W I O.C.MAX. PLYWOOD REO'D. W/1/2'Min.PENETRATION Of UNTING SECTIONS CAN BE IN.CDX PLYWOOD REdO. STUDS PLYWOOD TO BE WALL FINISH-- THRFADLT]AREA DUO PLYWOODBINED IN ANY WAY TO (STING MIN.2 x4"SPUDS® 16'O.C.MAX. Q'D'D, ATTACHED W STUDS IN (SEE SCHEDULE ON SHEET 15) ANY INSTALLATION. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - - WTfH SECTION 2308.OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMf[AT10N5 EE USE OF P HV WALL SILL INSTAL TION F.B.C. BU DE ON SHEET 1 FLORIDA BUILDING CODE(Non High Velocity.Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC.. ,�,.��``'�ER�A,r��l''•,,,, BERTHA HVTM A■S■S.A. Accordion Shutter System H.v. MADE#1 w/OR w/o HV. wlrnow BLADE • �'1°'�y�"''' TICCIT TESTING do ENGINEERING COMPANY Shutter Systems Ey,- IiEsaDrHOR RATE oi:AwN BY: iii s133 KW.3M.�•so. •VRw4A crxooa;FLORIDA 331 ASSOCIOtlOElx Inc. 1 ,OLD 11-192 4/13/15 DATE 4/13/15 Phos:(3M)871-1530.Fax:(305)871-1531 4268 Westroads Drive :2. DRAWING No �••� o- s till— .1 West Palm Beach, FL 33407 3,c'•F�ORIDP ``��� "°EH-OD6719 4 15-085 ,.••�C WALTER A TRAIT Jr.KF .. . n.MMA Ue.144167 3 SHEET AT H INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & HVe BLADES (S APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEADEn ONLY SH B TED.TO. 105 0 s . A.S.D. ES PRESSURE-RATING SE SHE 0 MAX WALL FIN6H SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING_ IN UNISON 11/4'0.TAPCON OR 4•x6'(Min. IXISfING EO 2 MM. IAPCON WfTH ADVANCED ) EDGE(IF APPLICPF/LE) _ THREADFORM TECHNOLOGY STIWOOD BEAM REWIRED. W/1 1/2•Min.PENETRATION 1/4'0-20x3/4'S.S. OF UCTUWII ADEAUACY OF THREAD AREA TO OF EXISTING WOOD BEAM _1• MALLEINS TRUSS HEAD To BE RED ENGINEER BY E7(ImNG WOOD HEADER. EXISTING WOOD Win, MACHINE SCREWS REGISTERED ENGINEER OR TRUSSES OR (SEE SCHEDULE ON SHEET 15) - W/1/4•-20 NUTS ARCHITECT PRIOR TO Q rQ;VQ O 12'O.C. SHUTTER INSTALLATION. _ _ 1/2' 1/2' - RAFTER O 24' 19 O.C.REQUIRED 1/4'0 TAPCON OR E%ImNG SOFFIT LJ TAPCON WITH ADVANCED _ .257• THREADFORM TECHNOLOGY 3/4'M-TW. l I I M_' W/ 1 1/2Min.PENETRATIONE Q e14x3/4' EQ E -- �x4•x1/B•CONT.ALUM.TUBE OF THREADED AREA TO S.M.S. (6063-T6 ALLOY)W/ II OPRONAL EXImNG WOOD HEADER. Of O 6'O.C. (3)5/16' LAG SCREWS (SEE SCHEDULE ON SHEET 15) 1 1© 1© I 1 Or©or 15 (EACH EtAII0IIt OR TRUSS.TO ;��"',., _ Of LOCATE LAG SCREWS AT MIDWDTH OF E70mNG.WOOD rMSnl NG MIN 27x4' 1 I I MEMBER(2'Min.NOMINAL IXISTINO HEADER REQ'D OPEN HOLE AT(ACA WIDTH)LW/2'Min. GLASS 0 MIN.SEPARATION TO GVSS EXImNG I STUD TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11) -- I .5/16.0 LAG SCREW -AREA.VALID FOR GLASS AT CENTER OF TUBE INSTALLATIONS WITH 72psf w I MAX.AMAIL DESIGN LOAD AND OS HV WALL HEADER INSTALLATION I Q tT 'r Ewslulc I mIit s-Q MAIL sPM.THIS GLASS- ro tans(SEE INSTALLATION IS ONLY VALID -!t1�91ADE 0AND ♦ I smc=M am I 1 FOR WOOD W/.MIN.SPECIFIC I W SNIT 19 PR 11 OR ® u,sFET 19 wR GRAVITY OF 0.50 AS DOUGLAS 9A6 O)k Qg I a/�Sp4:® ♦ FIR OR SOUTHERN PINE No.2 1—SEE SHAT 4 rOR TYPICAL SHUTTER ASSEMBLY OR® OR EQUAL 2—MOUNTING SECTIONS CAN BE COMBINED OHV CEILING INSTALLATION -- 91,vn-1vAY ro svlr aNr IHsrALATwN,- U V NG I STALLATION NO, I ED aAs -1f�OR®♦ I MIN. 1 I �E MIN.SEPARATION TO.GLASS ,)EXISTING 11 FW E M Ste:CLASS I (5EE SCHEDULE ON SHEET 11) \ I WSW 19 Rn (SEE SCHEDULE��, I I EwmNc J Q \ RA°6m a \ I ON SHEET >>) 1 I ( 1111 ( I AIF NCERi R LOCATION f7(ImNG FINISH I I 1/4• ©� 7 I 3/8 WN. �1 Ox3/4•HIX G��-I I I I 2'x6•MIN.W00 +::... Max. -WASHER HEAD TEK I DECK REQUIRED M ' r OR 2'x6'MIN.WOOD SCREWS O 12 ox (NO FINISH ALLOWED). DECK.REQUIRED(NO FINISH ALLOWED) _ E 2 1' OF EDGE LI DECK EDGE LI DECK _ - DECK IF IF APPLICABLE O IF APPLICABLE APPLICABLE . 1' 1/$0-20x3/4•S.S. .... �-� 1/4ID TAPCON OR PHIWPS TRUSS HEAD YAPCAN WITH ADVANCED Mm. MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED JREQ',A z4 . _ THREADFORM TECHNOLOGY W/1/47720 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. 2'YIN. u' W/7 1/2•Min.PENETRATON O 12.O.G 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM 2'MIN. PENETRATION OF THREADED _ OF THREADED AREA TO TECHNOLOGY W/1 1/2'Min.PENETRATION OF THREADED AREA TO DaS TING.WOOD HEADER-(SEE �) EXImNG WOOD HEADER. AREA TO EXImNG WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦5�uM�rATw"s�oF osE FOR 4 HY WALK—OVER INSTALLATION V HV WALL SILL INSTALLATION e(ADE 1QqA ON SHEET 9s W�HV FLOOR INSTALLATION FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone `.```�P\.` R{�.•�.��!/�''�.' _ ©2015 EASTERN METAL SUPPLY.INC BERTHA HVTM SF'•. ■A A S S Accordion Shutter System ■ ■ ■ H.V.IAADE#1 W/OR W/O nV.WIMM aADE American Shutter Systems ZM W 666WIION DATE DR;1WiiBy-.-wi TILLIT TESTING & ENGINEERING COMPANY HI (J - Association Inc. 1 OLD 11-192 4/13/15 LUTE 4/93/15 Z 9 F �` a36S N.M.36th.St.Sb.=k.V6t4P4A GYIDU S.A, 4F .F10RDA 3316 Phone:(305)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2- - DRAWING No s;•, G��1` Mil:6lteco0aol.com West Palm Beach, FL 33407 3 15-085 /OVAL E� .�``� OM WALFR.A TILLIT1J,P.E. 4 'pili U'R FLORA uc g 44167 5 SHEET P.E. SEAL�S�IAYURE/DATE 6 17 OF 20 END INSTALLATIONS n HV .BLADE OR WINDOW BLADE INTO. 2".x4" MIN. WOOD STUDS ..2•xa'lc+t WOOD SNOS RBOb: 2"x4'UN.HOOD iw YOL _ SwDs RE9b. MOOD slum1/P.UPOaN r.4-W. (As ApgJglplEJ \ / NiCLM'O 6'O.C. \ ; _ 1W00 sRA)S. W/ FRa5 nNIS 11 Yw ,/I-fQanlMliaN FlNBI ro 1/2 Q° txsnNa CLASS H 1n1lDs Pn=EOY'T.6 No UOSTM CLAM �E)OSIwC CUSS '1 / kX6I1NC GlAsS — — Y!L SEPlkaxtl IW 4P/iWIUI R Ie1 SFYRGQIW ro aAs f� __ in'tan.cmc_ • ro (sem let sriAma+ _ - m aNss(SEE RYe00D. •�'' s]EED11Y.6C—w(DII - roCLISi G� I/r YRL Wx _ +�1 9AE meW 1/16x3' 11 fIIt aA1[mna sm m "y^;a DIxEIxAtc maro ON= 1/2 _ 1111RR,,BOE MAO - (rWas-I.)cont. Foy 1/2•lot Wx w ral „wl AU"CLOSER pl: (Da® use®s`� W i aA06®a 91 IMIE(lAG /2 1E i ' Ee ® aNs O)a T EI1RtA� aV1 usE,'m rlur. --- ilo=1"/�' _ ole O.Q 01610.4 4 (oftw,l2-sus • W+/a'•rales 5 4 YwL T 1'O.c IE Q,a 1 OR�• sEE ocrAa x 1i OR�•- areeR sDe a�) 1 OR soE C()NNl )N - �/� SEE OFSNL x FOR 1 OR ro 1PACL(s -/� �:�� ESDE°�coNNxmro.+ 4 � '©'�"�"®'�- SME 00NNEC a- it �.�ao-©-®®- ro,RACC ©Q�-Q•�- TO o- •o-o-®•®- ®-©•®-©®- o o ®- o ®®-® END CONNECTION DETAIL 9 END CONNECTION DETAIL. END CONNECTION DETAIL(2) END CONNECTION DETAIL® 0 E)OSIINC •1EaUNaD arar IVR W—O TER IWx,2•b'. 214'YIN, Y'WO 1/4Y 1N'CmF ANCHORS . mos R,TYO w/t 1/r Ire. +/CL's rNmtAAxztn ryox,�2'sLs. .. W/,+,/Y uw: o,s C L SFX SRNO QAS� Pa21 WWN o t2'0.G Pecmrm o,r ox. YP SRYPV OV ro CLAS(se 4 ♦ SEE 64TAMON5 OF USE FOR 1/r um. � M s 4 BLADE to ON SHEET 19 Yw.Sf}ARAmN .. 11 MR 9AlE 1)IIO ro 4ASs Dg ON SF M 11 FOR ----- �I aO1mE W ` 5 aAtxs0& ----- ---- a, - D6 OR®OR�DR asoes®a ----- __-- - •Y! • 1 5 uet 1Q OR Oki 4 2'x4'let It000 WN.I. '-.0-V-Q-�:l'V"•®- ELAN VIEW ®s,,®'ll-©'Q�- ®� si1105 f✓P9'D. FI •Q�'-A®�'_Q�-©'®- _ LAN DETAIL X END CONNECTION DETAIL (9 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone //'/ - ©2015 EASTERN METAL.SUPPLY,INC. ti .....?:�t��r- BERTHA HVTM CEN '` - A S S A Accordion Shutter System iL E C O INe. H.V.BLADE HT1 W/OR WID KV.WINDWV MASE /SH TIWT TESTING & ENGINEERING COMPANY American Shutter Systems ulscwmaN BATE DRAWN ew M.L. -*� Association, Inc. 1 OLD 11-192 4 IJ 15 oAle:"4/13/15 s TATE OF sua N'w'3e,n's.�`X5•%MIN'A GAR"'N"'name m 4M Westroads 04ve 2 Phona .(30)871-11530.Fax:(305)871-1531 DRAWING No �ORIDP - �C .`� "' G71acoOao1eO West Palm Beach, FL 33407 3 ORID•.•,4§ :0 E3-0006ne 4 15-085. / S O ,4§ �: WALIFR A.TILUr Lr_PX '7A,, ION E .`` ROR64 U.f 44167 5 SHEET P.E._3GA ;RE/DATE 6 18 OF 20 -Lf•-�©6°�:l + GENERAL LIu1TATI0NS AND CONDt110NS OF Llcc FDR BERiIiA nl ,w TJi ACCORDION (M�� soap r� tuap WITH MY — - A c ®® Y Y Y Y .. ... 1:MAX.AS.D.DESIGN PRESSURE RATING:+110•- 110 pa.1. 2.MAX.SHUTTER SPAN:96- 3.ALLOWED MOUNTINGS:A SHEETS D.G&H ON STS 6, AS WELL AS MOUNTINGS M.O.T,-U&W ON SHEETS 16& 17. z Q�q� ���y}}t' (}��ONLWY.�yC�ENTEF0/ATES (60tH W/ OR _ARE AU.IIWED WITH t l7{YOUT•(SS)MUST BE INCLUDED ONwmrn LY AT-EXTERIOR I RAACCFSS SIDE OF OPPOSING 16« 0 MEN CO2 Ff END 5.(A)W WINDOW BUDE 1 SHALT.ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3Y HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MARL 5 WINDOWS • • _ • • OF)ANY 3b F"SHALL BEA TTOM EDGE OF HV WIDOW RADE LM CLEARANCE TOP OR 1O. 2. ALLOWED AT FIV WINDOW BLADE® R' (C)FIRST OR BLADE COLING OUT FROM STARTERS AT ENDS MAY BE WWINDOW BLADE 1� __ _ ! • _ .♦ • _ - - - (D)Hv-WINDOW-MADE 1@MU9r-B-USD ALTERNATE TO A SOW HY BIADE(D THROUGHOUr SHUTTER'S WDTH. .o • • • • (E C TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOW W 1 r >i BLADE 1'AT EffHER SIDE OF 1HE11. SEE END .. CONNECTION _ • • (EE POLYCARBONATE HV WINDOW®GSHALL PROTECTED. RN6fAlLE IND 7Fg9 NAB$FACE 4 THE INTERIOR OF,THE OPENING NG PROTECTED.FN-WINDOW�7 MUST B DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A W SETTING IDOL PROVIDED BY ASSA, 10& 16 7YP. ; � INC. FULL HEIGHT. 03 11 G SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1 1 l$1 U BUTIDINGS ON SHEET 15,AS IJMREO BY SPAN AND DESIGN LOAD(SEE NOTES P P 49t &2 ABOVE). „ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED N CONCRETEOR CONCRETE BLOCK WALL ON SHEETS 7T Al 13 AS L.OM(fFD 6Y SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). —LL $MINIMUM SEPARATION TO CUSS SCHEDULE PER ASTM E-1996: (SEE PLAN FOR REQUIREMENTS) � D H . TYP NDP&BDTTOM W «®«0.J+� WIND ZONE MINIMUM SEPARATION TO GLASS UNLIMITED WIDTH 1 7HRU 3 1 ELEVATION 'MH•SEPARATION TO GLASS COSTING GLASS IEE SUMI E ON SLUT 11 FOR BLADE([) 4 6.25' �.— AND ON IFT6 SHEET FOR BLADES©& 51 T T \\ P. 1 \ 4 (b P. SYLAICALCENTFRMA7E1,® W/25EE���E)) w/o 0 NOTE 4 ABOVE) 1 PLAN TYPICAL 11) HY BLADE WORKING IN UNISON WITH BY WINDOW BLADE (11A SHUTTER* . NTS . FLORIDA BUILDING.CODE Hon High Velocity Hurricane Zone ......M111II1111ll C 2015 EASTERN L(ETAL SUPPLY,INC. _ `�,.P\�ER A:Tl��/j''•,, BERTHA HVTM In, E _ A s S Accordion Shutter System /TIL E C 8 ■ ■ ■ ■ � Kv BLADE#1 W/OR w/o RV W NE W BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systema •,; 06SQRIPTIIN DATE DRAWN eY;. IM.I.. "d.•_ STATE '*' Mass H•W '•SL.Ste.305,VRGSAA"WM.FL°R°A JJ1 ASSOCTOt10D, Inc. 1 OLA 11-192 4/13/15 aTe 4/13/15 DFS (305)871-1530.Fm:(30.6)871-1531 4268 Westroods Drive 2 DRAWING No is blt—ftd— West Palm Beach, FL 33407 3 15-085 ETT-0006719 i�FcQs•'• G\� DATE`�� WALTER AILUf Jr.P.E. a .. •il /& ��/ FLORIDA pc,®44167 5 SHEET P.E. 36q l�E 6 19 OF 20 k 1 1/2•z 0A35-THICK. 1• .:- f� --I 2.000-Max..l- MIT '..�VAR11;5•..;, INSTALLATIONS W 1 HV BLADE & HV CENTERMATES Min.ASM A-653 GRADE 40 Min.G-60 GALV.SiFEL ::;+�:.M •:' METAL STUDS AT 16.O.C. w :�:;::�::;•::;•; 436 INTO. METAL STUD WALLS =--- 0 6.O-C. 40 41 t/z 475 * GENERAL ONS COND O O US ® A ALUMINUM SLEEVE I I. FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 s/4 x 6 1/cx 0.035'THICK MITI 43G - 430 12 _ SYSTEM INSTALLATION TO METAL STUD WALLS CO..GALV..,•'�E�L TRAGIC CWWNEL 1 O 6'O.C. O 6.O.C. I - SEPARATION TO GLASS SCHEDULE 3.000' ASM A-653 GRADE 40 A6n.C-60 1 GALVANIZED FASTENED To soros { I 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 Max. d6zt/Y TEK SCREWS ON I E705HNC FINISH 39 z� _ (Psf) MIIIaOR&EXTERIOR FACE I AS APPLICABLE - 1 y 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATNNA O LENCTIi + 1 i MIN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING GLASS—� TO GLASS -(SEE SCHEDULE) rf '_ _ ® J4"0-20X3" BOLT f (ttP) 4. ONLY ENT IA E 21 W/ 24.HV LOCK ARE ALLOWED 1 THRU 3 1 `I WfTH 21 ARRANGED A METRICAL LAYOUT. MUST PENETRATE 3c-1" e USE 0 (2).35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4-z a 1/47z 0.035•THICK MI.� EXISTING FINISH 1 � INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF J14.373 CAOSlMM. ' 050' GALv.STEEL TRACK As APPLICABLE CENTERMATE.A-653GWE 40 AH- CALVAN®FASTENED TO STUDS W/.(2)06.1/2'Tac SCREWS ON { 43c 43a - "T IMFRIOR k EXTERIOR FACE 6.O.C. H� .: - 1/4.0-20 THREADS BLADE SLACK DETAIL HVF it ALSO VAUD FOR ®. 'I fat"01 ELCO CONSTRUCTION 1/2' 12 8 CENTERMATE 27 APPLICATION WITH BLADE10, PRODUCTS FAIR-WK HD o -- 43b k , 1/2•x 60.035-THICK W :', '.' ® 6. O.C. COMPONENTS Arm.ASM AALV. TEFL 40 :;,.g'Max,., MIT.G-60 S AT 16.0 1' • :I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT I6'O.C. n. ?,;:,:-: EXISTING FINISH AS APPUCABLE SCALE: 3/8"- i (TYP.TOP h BOTTOM) —__ _ ___ _—__ — —_ — —— — ————— 1 3/4 z 6 1/4•x 0.035'THICK Nin. ZE7(ISf NG GLASS OM.GALV.STEEL TRACK CHANNEL. ASTM 1%%GRADE 40 MTi.G-60 GALVANIZED TO STUDS 1:.:.... I •:. SYMMETRYCAL :'., ,- . _'> °SYMMETRYCAL /O�. 143a 436 43c; .MIN..SEE'ARAT ON%YAWf 5: i i :: .:I TNTFRKIR&EXTERIOR FACE r u CENTERMATES W/:..:: To 2• ........,. .• I 1 •.•.�...,. --•.I ,:: ..1 - ::` I ( CENTERMATES W/_�:� �:�..'_.:.:_ class I i ..... ..•.. �� .1 1........ (SEE SCHEDUI�:':,Mox,.;.'.., ,•:•� I::. I I' ":;.::.::?:::.:......:..:•` Ili':.;.:°:_:'>' .i:, .:I ,EXTERIOR ACCESS SIDE::( I.'- fi ::''{ (..:.INTERIOR ACCESS SIDE; I I:.;. :..:.•;. {^='.,I 4 I - ------ ---- ----- ------ ------- -------- -- (6"Min.) IN 4 — QY - 1 21 --- 4 2 i 21 { t 2 1 LOCATED AT 12 { ' HV LEADER/SILL ENDS --- -- - -- -- - --- -- ------- ---- ---- -- -- ------ ----------- -- --- ---- -- --- - VIEW Y 4 2 (6"Mtn.) 24 SIDE CONNECTION TO TRACK 3 l/4"OYP.) 6 1/2-(TYP• Y-0 7•—. 6 1/Y MAX.SLACK (Cont.) H� M BLADE SLACK DETAIL HVF VV(�` FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ``TT1111111IIIIIIIII/�AaA m 2015 EASTERN METAL SUPPLY, INC. ETI((/Tv BERTHA HVTM MILMEMCO m, A.S.S.A. Accordion Shutter System AA N.V.&ADE#1 W/OR W/O H.V.NINDOVv aaDE American Shutter Systems DFSCIBPTION DATE DRAWN BY: Ni TIWT TESTING do ENGINEERING COMPANY A� 6755 N.w.36th.St.SU.X05.V1tigN1A a�wMS•FLORIDA 331' Aasoclatlon, Inc. 1 � OLD 11-192 4/13/15 DATE 4/13/15 Phorre:(3°5)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No rCORIOp .��`��� a-moFlBalOta�coOa9.com West Palm Beach, FL 33407 ` 5-085 . i s "'•"•'•,1zWALTER A RLLR Jr.P.E. FLORIDA Uc.0 44167 5 SHEET JFa7JT� (� /DATE 6 20 OF 20 O."TO al ; U1,266h BCIS Home I Log In I User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map j Links I search dboroa. 11,100% product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL'# FL8523-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley ]rodriguez@easternmetal.com Technical Representative. Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. L7 Validation Checklist-Hardcopy Received Certificate of Independence FL8523 RS COI A.S.S.A..INC. C.I.'DRWG.15-088.1)df Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ) Drawing Number 15-088 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8523 R5 II A.S.S.A. INC. DRWG.15-088.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D",Wind Zone 1,2 and 3,Max. FL8523 R5 AE A.S.S.A. INC. P.E.R. DRWG.15-088.odf width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD Created by Independent Third Party:Yes design load,Max,width is 120"and Max. height is 70"for +45,-50 p.s.f. i Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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. Prrr--o��duuct Approval Accepts: Credit Card Safe I I I I I li I GENERAL NDTFS: I 1.BERTHA H.V.BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE SHALL BE 1 5/6"FOR CONCRETE AND 1 1/4"FOR BLOCK, RESPECTIVELY. 1/4'0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ - S.S.TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4"LONG SHOULD STUCCO BROWARD COUNTY) EXIST,AND11'MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, (1 FOR A BASIC WIND SPEED AS REQUIRED THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT PRECAST S ED BTONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALTTY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1,B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C)ANCHORS SHALL'BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVERSTRESSED,A 33%.INCREASE SPECIFICATIONS:OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER,FOR CONNECTIONS 8, EACH SHUTTER SHALL'HAVE A LEGIBLE AND READILY VISIBLE MARWNG INSTRUCTING OWNER OR _ INTO WOOD,A 1.60.WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH;SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS# 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05,ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR STANDARDS,QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D.BASIC PROTECTION ONLY. TO SEAL/CAULK ALL'SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2.SEE MAXIMUM A.S.D.DESIGN PRESSURE RATINGS&MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10.BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER,WITH Fy DRAWING PLUS ANY;BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND i" 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. 11.SHUTTER'S MANUFACTURER LABEL SHALL BE LOCA 0 0 A READILY VISIBLE LOCATION AT EXPOSED SURFACE OF THE BAHAMA FRAME ©,�ORI�IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715.0.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA-BUILDING CODE. 7.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED 13Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERE THE (A) TO EXISTING WOOD UNITS:SOUTHERN PINE Nc.2,G=0.55, STIE'CONDITIONS OEMATE FROM THE P.E.D. — 1/4"0 TAPCON ANCHORSA MANUFACTURED BY I.T.W. INC. 1/4'0 z 7 7/16"PANELMATE INSERTS AS MANUFACTURED EO BY BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTORI TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF.'THIS PRODUCT,BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1)MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2'. THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, A.2)MINIMUM THREADED PENETRATION OF PANE-MATE INSERT INTO WOOD SHALL BE 1 5/8'. (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. I WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES Al AND A2). (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 (B) TO EXISTING POURED MIN.1"c=3192 psi.CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD, 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOIX, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"0x3/4'ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANY. "��ffNR ARMffAf21GINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE — 1/4'0x1 7/15'PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. �'(E SIONAL ENGINEER OF RECORD'THAT PREPARED R. 71 ....., ) ;.....VCENg'':�9''� THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4"OR a f F c OBTAIN PFJIMRS IN THE STATE OF FLOWDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". = ' B.2)MINIMUM EMBEDMENT OF 1/4'0x3/4"ALL POINTS SOUD—SET ANCHORS INTO POURED- �.o� /r� (�•'7�� FLORIDA BUILDING CODE (Mon Trgh Velocity Hurricane zone) CONCRETE SHALL BE 7/8'OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY sip,;.'�'A F— ;' ®t01°n ^� ASSA/BERTHA H.V.BAFUMA SHUTTER uf" EMBEDDED. [oRIBp,•:�`�,.� ow+xxL. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED SHAISr,gs�b N VP`s IL ECO 7Mc. AMERICAN SHUTTER st'srols ASSOC.,INC. '=k"1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. �rhgfLNA�l ff N`` nun rtlL!LMCrMLEI11Me cwvurt EMS xssr vwu erAaA rtaeu zuor 75—OBB .-.ec aiefaa� ouxuw na arefaryf W W A,Rllr ir..P.L 51RT t d] Ile1�L liu NiQI I �I Ij .302' �O> R.033' .213' •O i---� y^ 7 I _ sem. 4/.q/• .261° �', 2.330' n .625'' I. I o.045° o (1.030) .0880••125'0 4� oyo 0 6• ry i, 0. m m •Tv. . ''? .n 078' I .119' .119' n y 39 �� R•415' V ^ N .071' s. (TVP.) i I .187' 2.557 F' 1.625' 05• L1.700' X0.0. iL 5 n Li o n o !V• 2.000' 2.125 (Lazo IgtB' 0• I 1 m 2.972• + I A O LOUVER Al HIGH VISIBILITY B 1,L4- 4--1.ezo-- " B.O. FEMALE HINGE i s2D o P�B� O BLADE O LOUVER BLADE / ! 6063-T6 Alum.ALLDY 6063-T6 Alum.ALLOY © TOP RAIL/MALE HINGE DO BOTTOM RAIL v O JAMB -2.000-- 45-1 1/4'0 -2.000'4`'-11/4.0 r-1.250--I r•---1.250'-•1 . VIEW 1.250'-I 12' 2.3J0' h^0• $ HOLES E0. u.-i N o (. 4.000°Min. ? n o n I 1 a N � 125° o 'n "x.093' © I 9/16'0 1/40-20x1°LONG •) I Min. 5.THUMBSCREW OR HOLE a 3/8'0-16x1'LONG �n • 1 a ACETAL THUMBSCREW. o0 M. 9/16•0LOCKING ROD AT EXTERIOR FIXATION ri c . HOLE Min. I, n HOLE FO PRE-PUNCHED © ANE - CENTER MULLION ` (2)MOLES (3)HOLESoo 10'Nin. o v' F--1.997° 1/4'0-20x1'LONG t3 VIEW X LOCK WOOD X5.5.THUNB9CREW OR 3/8'0-16x1'LONG VIEWS ACETAL THUMBSCREW. OH LOCKING ROD AT INTERIOR FIXATION .085' H''S' -f °sDz• � N7 �I + o m -f^ •�S•14s _L pq9� L �I CtR -� 1} -------- J 10.875- SERRATED TUBE O 1- SERRATED TUBE r 1 FLORIDA BUILDING CODE (ion High Velocity Hurrcane Zane) 940 t.7so' INSIDE ARM OUTSIDE ARM AM/BERM HN,BUWaA SHIIRFR ,xnx KO CAMEL BACK HINGE ° No.4 67 1 COMPONENTS '*= «-88 IL O,Nc, AMICw SHIJI7 R SMMIS AMC.,IHC. oA< •��� a nsnxo rxaix�axo coururt rrtsr�aF/ai.n�sHm SCALE:3/4'= 1' 'L 9F.F B ,`��. �`, ua��sn rx(mONss-aa rrs pellma-nva 15-088 GMfNO x. i i .I it A OR 1 C (CONT.) / �p/5,6 �C/5,6 B (cDxt.) �D/5,6 C 5,6 B (wHTJ C (CONT.) A OR 1 aNr. i POINT.TVP.) (2)#14,2'F.H. D'/5,6 (2)414x2'F.H. D'/5,6 SS.S.M.S. S.S.S. FROM JAMB(F) FROM JN1B(� TO TOP RAIL C — TO To RAIL-(JO •• 2 14x2'FJL (2)/14x2'F.H. 53 S.M.S. L FROM JAMBE FROM JAMB To EDP RNLC TO TOP RAIL C r r r + + I 2 1/8'Min. 2 1/8'Min. 2 1/8' in. L 11 * _j 2 BLADE n P BLADE BLADE BLADE I PENETRATION r 1 PENETRATION PENETRATION 7 PENETRATION + F N E J E E E I I c H F + , u L 8 (2)414x2' + z)/laxz' m x F.H.SS.S.M 5. -I' FROM NOT m m N FROM JAMB TO W(p� (2)414:z' r /uxz' eLADEG1Qi 7 y0710 Jt.5.8.S.M.S. w + F.H.S.S.S. FROM JAMB E TO ®MIO DC TO BRACE JAMB FROM JAMB( CAS (�p�p 6 TO BRACE JAMB LL L. BLADE[AA)a ND J m7L!°C r T a 19 III BRACE JAMB MID BOAT 'j TO BRACE JAMB T-_ 7 + 7 a B/4 + .L B/4 I J r (2)414x2•FJL 1 A/ /4. A/4­ A/i -1 2)/14.2•F.H. 55.Su.S — FRO SYS.(E� B 4 FROM JAI®® TO BBOTIIOOM LF/JL s L B/4 TO ® RUL® H D(COW.) H G (2)414:2'F.H. y ®/I4,d'F.H. G •. "W'(SEE SCHEDULE SHEET 7) 'W'(SEE SCHEDULE.SHEET 7) V'(SEE SCHEDULE.SHEET 7) S.S.S. _ �BorylosiBi®L 120'Max.WIDTH D/5,6 FROM JAUBzi 10 To Ba DM H p H G C/5,6 WOOD SUBSTRATE D'/5,6 G•-V/'(SEE SCHEDULE D/5.6 B'/4 r T , �4 C/5,6 W/5,6 7 WOOD SUBSTRATE (2)/t4.2'F.x. + A/4 / (2)#14x2'F.H. FRoN�JAuse®. ss s.us. m BO1mY 'FROM JAMB B'/4 ; Bmu1. RALL® m BOTTOM RAILQO ® ® H D(COM.) H G (2)114.2'F.H. � (21 d14.Y Fx G 9y'(SEE SCHEDULE SHEET 7) •W'(SEE SCHEDULE,SHEET 7) 'W'(SEE SCHEDULE,SHEET 7) FROM SJAM •FROUS�MIS(9Q I 120'Max.WIDTH D/5,6 ro aMl. m Borzou PAL(0) C/5.6 RAILQII H p H G CONCRETE OR'CONCRETE BLOCK SUBSTRATE D'/5,6 I�—W(SEE SCHEDULE.SHEET 7) "g1;11111111FFF1„A MULTIPLE UNITS: CASES II & III C/5,6 D/5,6Q�:• ✓. FLORIDA BUILDING CODE (Non Nigh Velocity xurricnne Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 r S�,• \CENSE'•,9 CM-M i No.44167 = ASSA/13UM H.V. WW+A sHMER SINGLE UNITS: CASE I onxne ELEVATIONS FOR INSTALLATIONS WITH �L ECO 1W1. AYLTtICAN sxurlrn s(StEYS Assoc,INC. RA< A� TIM4r TFSrIXO t FMe1HELRlxn CWVAIf! li®xLSEm•ID LVe1E 'y9J15-088 EXTERIOR LOCKING ROD (14) FIXATION ,, s• ���,, o-�� x��x, N.T.S. ,�i4,S/ONAL�Nx.` rioww”I `/iit°ei` sxur x a T I u i I I ,I d OCR Al C (oO+nd C/15AAA (R--) D/5A,BA C (0ONT.) C 5 6A A oR Al /A, B (coHE) �D/5A,6A (2)814.2'F.H. o Golf.ITPJ u D'/5A,6A (2)11 W"F.H. u CONT.TYP.) a D'/5A,GA S.S.S.NS. 5.5,S.MS. FROM JAMB((EE�� FROM JAMB( TO TOP P.NLv - TO TOP RNLvC - (2)/14.2'F.H. 2)074X2'F.H. 5.5,S.M.S. it FROM JAMB(EZ L FROM JAMB E I TO TOP RAIL vC IF- TO TOP RAIL 2 1/8•Min. L 2 7/e"Min. 2 1/8•Min. L 2 1/B'Nin. n BLADE BLADE BLADE I BLADE PENETRATION F, y PENETRATION PENETRATION PENETRATION i F w E �f of FHPSS.SATS F H 55 SYS H w p (2)Ilan• r '1 )814Y1" B�JM,B�TO 7 EIAlE(A �ro F.H.ss s1�s x SS s o MO(lT��E1WQ6i1Iff 1 m MO xEAV 6 FFICM Jp0.M3(E]_TO BR nAJT0. ro v TO OWE Wa ro BRA MR MR a MD oRAM ff I ®uO O aR TOBR JAMS r roWaJM r + w za i L o BNA L B/4A 4A A/ �(2) 14.r FA SS.s1.1a15• r s.Bs� TO 7jYs FROM FROM JWBML 7 2 811.2• "W'(SEE SCHEDULE SHEET 7) ,Yr(SEE SCHEDULE,SHEET 7) Y+"(SEE SCHEDULE SHEET 7) (2)elan• .H .$.S.NS FROM J B® Two BMmiounE L I 120"Maz.WIDTH D/5A,6A BQITOIA 4 H D H �v C/5A.6A WOOD SUBSTRATE D'/5A.6A �U G G W(SEE SCHEDULE,SHEET 7) I I I B'/4A C/5A,6A DB'/4A r r sunAR D'/5A/5A,6 A AlWOOD SUBSTRATE (2)014 a / + A A/ + A/ J (2)814.2•F.N. B'/4A ®® .TO 6Ofrou LOO FRO I JAMB Cd ® ® H D (coNc> H G FW (2)P74.2 F.H. G YI'(SEE SCHEDULE SHEET 7) (2)014.2•FJL W.(SEE SCHEDULE,SHEET 7) 1Y•(SEE SCHEDULE SHEET 7) S.S.S.Y-S SS SLS. 120•Mo..WIDTH FROM JAYBQ • TROY JANE(] TO BOTTOM ROY YMIL� C/5A,6A D/ '� RAIL@ I H D iM4�z OR NCRETE BLOCK SUBSTRATE D'/5A,6A G -w•(SEE SCHEDULE,SHEET �aMiMULTIPLE UNITS: CASES 11 & III C/ D/5A•6A 'y1 ''NCENSf',.9%y FLORIDA BUILDING CODE (Non High Velocity Hu one Ione) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A 6A o No.44187 ` msai=a ixo we / ASSA B(7(IHA H.V.BP}IAIMA SHITTTIR SINGLE UNITS: CASE I IL� an=n= ANERICAN SHUTTER SYSTEMS ASSOC..INC. oAic ELEVATIONS FOR INSTALLATIONS WITH / iT>�:����`; ®+^ �prycm ;; (® eb0 15—OBB INTERIOR LOCKING ROD (H) FIXATION N.T.S. nwaw u,. w1n I ' I I i CONCRETE HOLLOW BLOCK •a' REQUIRED O CORNER(Typ.)� 2'a 4'WOOD SNOS REQUIRE] O CORNER(TyP.) J•FOR TAPCONS _ (2) I/4'0 TAPCONS OR J 1/2'FDR 5000-5 2' N.ED (2)1/4'0+3/4•ALL PGI-- Yin.ED. $SOOUR—sBr OR (2)1/4'0 PANEL MATE INSERTr(DW/INTERIOR WEB °R® I' NOTCH RAL( 4)3 /16 0 (E/DE Typ.)WEB ([)W/INTERIOR WEB NOTCHED AT j POP RNEIS F BOTTON RAR.® 5/16•x2'SLOT BACK h FROSLOT H H s:srs C' (3)1/4'0 TAKONS OR 3)1/4%1 7/16'PANTLNATE G SERTS TO WOOD (2)814x2'F H.5.5.S.M�S. ® L____— — ---- NOTCHED AT --- --- --- — J (2)8 4x2'F H S 5 S M S FROM JAMB 9TO BOTTOM RAIL Q - — —_ I 1 ' +(2)814x2'F.H.S.S.S.N.S. E :,/�•aor FROM JAMB d TO OOTTOM RAIL Q FROM JM1B©70 BVJ7E OR 1O0'''°N ®W/W� Q D euxalv/°Ortm�ilwn E +(2)814x2'F.H.SS.S.N.S. 01 MID HEIGHT TO BRACE JAMB 4'THUMBSCREW LOCATION BOTTOM RAIL® 4 1xu,05O¢M urAiol FROM JAMB CEI TO 183 pR® SECTION B'—B' SECTION A—A CONT. SECTION B—B O MID HEIGHT TO BRACE JANE W/INTERIOR WEB (2)814x2'F.H. w PLAN-1• A OR®(2)814x2'F.H'�" CONCRETE HOLLOW BLOCK 5.S.M.S. _ (RIME TMP.), / 2'x 4'WOOD NOTCHED AT FRO ,IAMB© �NOTC fE0 AT FROMSJAMB w INTERIOR WEB REQUIRED O CORNER(TypTCHED AT .) BOTTOM(INC® TO BOTTOM PAL BOTTOM RNC® F TO BOTTOM R LO BOTTOM RNL O 1M.DS REQUIRED ® O CORNER(TyP-) E 9I2 TIP/a-I- 0 Ell I ' 1/4.0-20 S.5" •:3/1fi°x2 ' 1'LONG•' SLOT .(4)3/lfi'0 5/1652' :•,1%d'0-20 SS. .SLOT THUNBSRREYI: H ALD •��.:,.:. x1'LONG UMINON' H OO a•'llwestin£f C .. "•,'BA4l(@ ERR" M•: "GoM. '-TNUMBSCREW� "(2)1/4'0"TAPCONS OR 1/4'0'TAPCONS'D '.•' ' '"" OR (] 1 7/16'(2LLNT$ PAfM -INSERTS STO W000.7 ' PlI SE '(2)1/4'0 fANEL,IWE WSEAi _ h' TIL(jT!l�,,� I FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) �'• �9 ®m1e,L,ECt os s^max• ,r JC SF' ASSA/BEATFU N.V.EW(ANA SHUThR avli n 2 Np.44167 ?*= IL ECO Fue. AMERICAN SHUTTER SYSTEMS ASS=,INC. a/�e RL dun rISTiMO t ac�Nmlina CWPAMf 4� P o� xrsr vWM 00u4 num,ssun 's�/(9�/ �Q,:•$�� w..,wm-, °wl.�� vec(eoo)4.0-reu ra(xlPw-Lim Iwmmgx. C- C fIR00A Ik. NIOT MIM 4 V 7 l�llllIIIIIIIIIf1\\\\ I I i,- CONCRETE HOLLOW CLOCK REOWRED O CORNER(Typ.) 2•x 4•W000 I, STUDS REQUIRED O CORNER(TVP.) 3'FOR TAPCONS (2)1/4.0 TAPCONS OR 3 1/2'FOR SOU.-S ED (2) 1/4'0xS/a•ALL POINTS Mi,E.O. Sou.-SET OR (2)1/4'0 PANEL MATE INSERT W/INTFJDOR WEB A OR® QW/INTMOR WEB NOTCHED AT (4)3/16.0 (MADE TVP.) NOTCHED AT COTfOM RAIL® ALUMINUM F BOTTOM RAIL® / POP RIVETS _x2• _ . SLOT�. © BACK k FRO H 5/1 r_—_-- _____ _ —__ _ I (J)1/4'0 TAPOONS OR t ---- -----� (J)1/4'0 x 1 7/16' PANFINATE INSERTS TO WOOD G - - G (2)814x2"F.H.S.S.S.M.S L_--_- _ mm I (2)814x2•F.H.SS.S.M.S. FROM JAMBQ70 BOTTOM RAILQ - --- ------- --- --- ---- --- --== -----J FROM JAMB(E)TO BOTTOM RP1L@ a(2)814x2"F.H.S.S.S.M.S. 7,ye xa FROM JAMB(DTO BLADE®OR® E ®W/WEB Q D euoC rtrtmmox FROM)JBAMB 9TO BIADE®OR® 0 MID HEIGHT TO BRACE JAMB t0'THUMBSCREW LOCATION NOTCHED AT 'f SECTION B'-B' ADM RWL® SECTION A-A CONT. MID HEIGH TO BRACE JAMB PLAN SECTION B-B (2)814x2'F.H. sd,e O/B•.,• A OR®I;(2)814x2•F.H. ®W/INTERIOR WEB S.S.M.S. W/INTERIOR WEB CONCRETE HOLLOW BLOCK _ NOTq{m pT �W/WEB ) 15.S.S.M.S. NOTCHED AT E 2•x 4•W000 REQUIRED O CORNFF(TypJ E I1B.OTTOM RAIL® TOOBO OM RAIL QD IRED NBOTTOTC"MWuL F (AT— ,TO-S.M.M�LQD FROM JAMBBOTTOM RAIL® •'675• O CORNERQU(Typ.) ..G. O I mia'Inaiw^°x S/16YL' SLOT. SLOT ' SLATT. .. _— —_ G. EE O •,1/4'0-ZO S.S'l -- ,. •:I, _ .. . . (4) -20 S.S.• 1'LONG' .. .TH�IMBSCREW. •�,. ALU INUM' .•I•.;, '.x1•LONG THUMBSCREW. HACK&FRONT'' `�e•sdr uluiw0 e•sa,irw,ov�. _ w(2)1/4'0•TAPCONS OR (3) 1/4.0 TAPCONS OR ti •(2)1/4'0x3/4'ALL POINTS '''(3)I/a'o x 1 7/16- SOUD-SEr ORPANELMATE INSERTS TO WOOD .. .i °'• ''(2)1/4Y FANEL MATE INSERT" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Tl� t0 mle Mc oe�wi IILRCa AssA/BExtNA H.V.eA/(AMn sH(nTETi scvc a/4._1• c. r IY i o\A,]�L1 1y.r�'. �• IL ECO rr1c. AMERICAN SHUTTER SMW ASSOC..INC. oMc uuR Trsnxa•�d�xcEAwo corPAxr �xm eTSRa.,a oxo 15-088 eEo\IImA\aum e..> �9`p�h-id. PLe(molau-uoa rxc lx»ws-®eo OR/ID. Munn xx •.... .•�`\���� xHT.I A•1lMf b.P.E eNEET W C(7 ndlml D�/wla7 �NIIIII1111111111\\11\\\ I I 'I aom xPiaPn aom,rtlua I .caa laAom ,/4•r vAcma /4Y iumxs Xs-l§ DC C h4>z•FJf. ss'r Px u sY.S. ✓.•-.•,~ B.�ot e�rtmxr HtaM JMltiQ HAW,wte@(q �, m,w PArLUc i • ' �: ro me rinv AAA e u„,,s,rAwmx j; A OR® \ OR (2)114W. s.M& Q 449�70 M E OR e 2 114.4'U SS S.LLS. O 1®MO4M M BWLE a Y aus(E�ro OMEBOa® I OR o Iu HEAR ro fOYCE z OR I .nP•u{x aw m.,. aMl°^ wlOam aEa In LtaY um. (W.) �-F Ri YILiR[ ) 1/4•r-SO Ml Nj..... OOROYmP1tQ0 - POP IAfE t/{•r-m LOtI tl/Nla '{ mmol a l o G G f1afI0Y w'UlQO Oe od.wm e of e�iwlrt - D 1 lmwmx �, 'l+ \. I /•Y-m nrns saav c..,. '�, ,/ar-m>tinm saAn :4 �' ,/{'r-A BAIT A/a4rQ1Uf BO11W RUl® �- c. t/4•r-]O B0.T!/MI6Wf ( I,4Y Fx �� No (a),/••r trPrnxs w(n =,1/1T (a),/4•r 1—oa(n,/••r.t,/+r ro emicu min® r+mwa Psvn•m stVo Ma mix or � umw¢a.sPxs ro smo Moamar v .mo mo a twm snm o mo.r,ml.,mllPw.) •aao mm�s, mo,x•lma xmmuU �... a•ae x••o.auex. SECTION C - SECTION D - D 'a018"m ALTERNATE SECTION D'-D' (WALL MOUNT) (WALL MOUNT) I (WALL MOUNT) HUPoOCANE POSMON NON HUMCANE POSITIONNON HURRICANE POSITION wuc:a/e•.,• sour=:s/e•.,• aoaa(wlllnw,,,, � �sro._�. `�`�: �,\CENS+�:•:;�9�'s FLORIDA BUILDING CODE (Vol,Nigh Velocity Hurricane Zona) menta nxa CONNECTIONTO WOOD W EXTERIOR _ :•' Nu tem Assn/sERDu H.V. R4fAMA sHurtrR LOCKING 0 FIXATION =_ w/,a/rs ?)ot_ a ILE C 0,ne. AUERIW SIMER WSTINs ASSOC..MQ ua 9•�§T ',,�� Q nu,.�6nxa.axe�xenuxu ma4x, %,''���.�'c�SS�'/Dl(N�RAILD�E'.:G•4°��t�,'c' u,r lam``-o' "°Pl`n�.L.'S�.i.' 44Mtto— Pl:rn -ao. mtnaaWm 1s-088 orA am a. s ar s or i I' I I I I - I I 4` ��� :> tiara 16ADF11 .�' iD:gla® R�tPa® IEWJRa Sl t/{Y TNCIXR t/fY iIPCNe t/{'/T/➢00Na ISFL SOLLgIIE 96.ET 7) (SEE t7>aDUIE SIFII 7J (Sa SMroNE 9aEI)) . ' e VH tM =! g rs„t. g cis C XS C � 4 OR OR /55.S ro rop HS /114'FH (�1� SS SYS s.•'.•mac- B�Vf r rt rme , 1xtIY.NY9pp I wnv f, ro TOP RAa.0 I f• . �I � eocmnggwY n t: OR s®n (IYP.) twaua J ' aAa I �• I •�. � a 7t1.z• .s5 su L[xH. u JNIB{�JTa E m !� u JAVe tpro taAOE aa® o IBD NE1fM roORKBRACE /I{•2' SS SY IOR a uo mart ro tmAtx I 4a,m ON (oar tort ma[Yual \ ) OR Ufa wmnon wm (s)Jnr,Nva. 01P.)leAr m'uA_um1 1/{•r-m ear%xur mrtox tui.o t/r/'tau tr/Nn � '`�\ aroaav r1a I r Y/a®Ar G G P"-O mrcou tune IK I �sr"••ov {J/tr. C ( a e.at t tmxr D LI ` a c A RaWe 9aR /{gym aaaa aom \y D - ' I ( 11 'rui _ I I D r.{• o""1 .. ye a-m Wa e/rNwur m so Nu IIDs'O I r t, a (Jl Vh nears OR(J)tµ•a t T/m• (a)tHY nsoms ut(>)t/{•a i vna• eot'ro'iou iGn.Q umYaa omnrs ro mo(wvmom or wtnYa,E naExcs ro mo(aonmt ar ti .�atW a mio.r 1xa,stout) noon mo e mo.r,aa tn,nw.) . {•nnwx a{•acwc �auorta SECTION D — D "`°�°' ALTERNATE SECTION D'—D' (WALL YOUNQ (WALL uOUNO NON HURRIUNE P0.SIIION NON HURRICANE POS ON a~.,'. SONE]/a•.t' Sa11E J/a•.r FLORIDA BUILDING CODE (Non.Hlgh Velocity.Hu rtoone Zone) nam siuo e - m Bola neem We ASSA/BERTHA H.V. BAR"SHUTTER SECTION C — C OWL M0 N� CO 0' OOD ALTE I 0 ILTE C O.... AMERICAN SHURER SMrEMS AW=.,INC. *1=3 HURRICANE POSRION {am ffSmn,DS aR4E 'a -I a,• LOC G OD XAT 0 /�� r.mxo a weuxa mYrAxr YEsr vAw eros,rtalmA JJ{al 1��= ' -"�m" Pie(malas-aw rAn(Jatpoa-axa 15-088 '� FDtiooa119 onAaavo xo en)u A aY!Jr.,P.L scar sa a i fiatlaN Yc 1{1G) li ' ' I I (/aY TKCNS 1/aY TIPCeIb 1/a•P 4Kef4 sl>:saTusr � (s¢saFdnE C (ms suemnc B C C C j q]/tev 1142'PH 114.2•GH. ss.s.us� ss.s.us(f� ' e fROM TO NP PNL-(J 1[1 m��RP0.� I • I MFMOR Wm ' IWIOmn Wle W/We Y4 lJ u.E w \ J A OR® can. ana \� A OR A as(a ((w.) E I �. \ YIJMIe�yyln BIAUEW OR® \\ (2)014 Eil SS.SN,,��.. 0 1nD FNmXI Te BROL4 9 fP011.W29�ITO a-'-"L- I R O B 100 HF1tM ro!MACE pw.) OR A \ j (oar rw mmc uWs) •) OR I .uo•urx ea F eaA s� wmaeR Wm (2)141x. I t/a•fm eeLT WAW e1GFn M � Su:.P. \ I (fMT fDi mltgC tmisi (IDtiW @ 1/a•am BOLT W/RYt •� � NIFROii WFe � ,\� millOYmRb.QO WINO®R eelmll P.1d� G G ITE moo _ U s/Iev J��J� J o NOI wm aaolo-IItOWf D /a•P-m 111410 SOF.TI fbN. 1/aY-m 11YlYB StAp \ O I (ss a,ts. Q I y Cmt t/a rm ear W/Wwcmn u ku<� 1/r.-m 0-W/Wwcxur (1)tl"E.N. UI Vr�rumxs oR a7 =a 6a) O (i�%a•..1�/lai rwmu rs R A i%i•ii/i•ui romr sola-seT m To emlw kvl T)T/anl>/le•Pu+mwae Dorms SECTION C — C SECTION D(WALL MOUNT) (WALL — D ALTERNATE SECTION D'—D' HURRICANE P0SMON NON HURRICANE PSMON °���ZER1A 1 ��p, NON HURRICANE NT) scut s/e•.T• swF:o/e•-r :�S�P'•\CEN '' 9% .,•,�r.��.a 1. SF FLORIDA BUILDING CODE (Ron Righ Velocity Hurricane Zone) No.44167 S ®m s AEW ac u ASSA/BUM H.V.BAHAAU SHIJRFR IWUWn n CONNECTION TO CONCRETE OR CONCRETE BLOCK /o�u =.,o�;�f' --•i((�c 1 L EC O t w�. AYEI9CAN sHUT1ER srsr�ls Assoc.,INC.IHcoa,E W EXTERIOR LOCKING ROD�FIXATIONLOCKING ROD�FIXATION ''y,F� •........•'G���a`'� �+*rlsTMo•cxmnscuWocoNrurc War`;waT,�aao, 4i,�rS�ONALIE�AAd� "�",_P�"',s uii<Plimi�'I m•s PR:(ecolux-a2aa nx(wl)2w-awa �M 098 ts-omo>to M11FW A IIWf b..P.E A16T 9 0i MmM lir. I i i i 16�R��j j j /n vzr,9rs VA'r wmis H•r rNcas tsa sBxr 7) C B�� B raa. Ts>' - B— � C C C =11V I e�Aac a�iwrt m ire�aaLT� m mP�� I • I w/wm mo+a(+q)rrts wmam(�pJ)wm jg m�oac as \ A OR® mwauie w OR TO aw ,` 0Tp-) " wmuoffOTT 0>P•) cm.) —_J \� I (z7 flow ss.s.us. (zl fuJAaY'8(��1L ss.sy�. . JMWMO ro eR/LE M T BIADE eft®' O 10101f Te vID i (nm.)� \ \ I 0R A (oar Tm vaz oris) (nP) \ � OR A F eme sld umwa wBe (U a/Iev x�. pw.) I (wr vaine w+Ib Vr r-m Bar n/xur �� Ar OB r,p wsers I Vr•-m ear w/xur ''1 rozR�wm ' I I w/rwn emrtal wiQ I emmr B n Q G G ssc wrx r •r J I°awiasuum�• .oa uua; • I ;' � Iocwo+ B°Wincma+r 1. D \ •\. /av-m rxuro suer mm. I/e—nwo sury \ll�� . O IIlru+a•vx D � O I mA L �"• /r•r-m ear n/ewcnur wa� I i/r.-m ear w/wxcwr ss.isas rx aaum IL e�ao°Ai 3 i%i dr wBe sauo-ser a� zli%ivwartm m emu Bw.Q s)i/tm v/7/IWvvmew[Iii— 1/mi 7u/a•iu ravrnwc wsom SECTION D - D ALTERNATE SECTION D'-D' (WALL NOUN() (WALL MOUNT) NON HURRICANE P07ON `reNrrsA'sTTTr/Ir,A� I� NON HURRrANE POSITION SECTION C - C scut o�-r P�(ER..:.j/((�ra'� srxC a/e•-r (WALL MOUNT) `� ' �}CENSF ;/y%� FLORIDA BUILDING CODE (Hon Rgn Velocity Hurrimne Zone) HURRICANE POSITION ®2o�b RIEW wG W. swe 3/5•-r 2 0.4 - ASSA/BERD(A H.V. WLWA SHMER Bum n CONNECTION TO CONCRETE OR CONCRETE BLOCK IL ECO tuc. AI/ERICAN SHURER SYSTEMS ASSOC.,INC. Wj INTERIOR LOCKING ROD 9 FIXATION 9or•., �� raur�Na•rN NezwwB cewrANr "® °� ' F.•..0 �4.C . ®� `�'mow.�, ww rs. Pw(zBoWz-zmi i�(xiYmsa,eB 15-088 .ENGe`�e���` .. F9sacr uv r iiel®A l4/HiB) t I I SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES _SINGLE UNITS ELEVATION MULTIPLE UNITS ELEVATIONS B S�SEJ:WALL MOUNT B 'SASEJI;WALL MOUNf� B CASE IN;WALL MOUNT BAHAMA SHUTTER ELEVATIONS [�UB�LE UNW �TRIPL.EW UNIIS� SINGLE MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) I +45.0 —55.0 42" 96" N/A 4 5/8" II & III +45.0 —50.0 40" 70" O 3 5/8'• SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGESn FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS A.r/1 FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE V SF'•._9 z MAXIMUM A.S.D. SUBSTRATE '*•'. ND•4416 CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE �: R •Q (P-0 SOUTHERN PINE No.2 OR CONCRETE BLOCK "`i�JJJ"s"'••� G\��� +45.0 -55.0 12" 7 1/2" Il k NI �+45-0 -50.0. 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon High Velocity Hu no Zone) mzms m¢v oc I ' ASSA/BERTHA H.V.BAHAMA SHUTTER IL AMERICAN SHUTTER SYSTEMS ASSOC.,INC Hurt scsrwo a umwewwc caau,] u®vcsamras omE , I o-mon,c MYIai A TWt i,I.E - naWW ae Nin 9(RT]a I I i REVISIONS stir.a mu O e� U< XV?XVa O; �O )o•Mnx. )D'nuc a 6U �20 96'MAC. a `c a =x =�LjtlE ISR OOUBLE PANEL WIDTH BO'MA%.(SEF fL0521) TP]PLF PANEL WIDTN 120'NAi(SEE FIR52l) �� ' EF:7�c F;0 QE SU1GLf PANEL WIDTN O A2'MA%.(SEE iLA5a1 �_ SDIA(IUN.JSSEYEBOLT CYN1� F/WDOD/CMU (SEMEE NOTES FOR—FS) .u-1 5)RUCLURE i r") PARTE'(SEE FI U) SEE PMT'O'(SEE FLR52l) PARI M'(SFE ilBSa) i�/1��E <�X --- PART•u(SEE HEsa) O u> --- 1.xoiEs: U o N DO ESNOTREgACEFLAPPRDYALIFWS2l-RA(Tx66ASUPPLEMFNf) a n 2. SEE FLR52l-MMDUCTAPMtOVALFORALISTOFALLMAIERWS 1. THIS IS AN ALTFJiNATE METH00 fORTHE'HUIWLIXF POSITION' u3444r4 A. PLL ANALYSIS IS IH W MRIAN[E WOH ASTM-El886-05, N PLEASE SEE EE5,3 A5TDUaAPROOL MR ANDASCE)-10 dJOE ATT FIENT MUHOD GMMUMUM PANEL E ZES PER W.LLL H J S Z V CI EYE 00LT NOTES: tZv 0- TYPES EYEBOLTS THAT)MTBE 16E0: IIa. 5/16'%.2'LAGS'ITLE WITN IlB'LEAOITPE,SPPEAOER INSEIO Vl Oc WI)H 2EMBEDMEM(MW.1 IMIOOJNOtFIF/OMII STRUCTURE r-1 1.2. 5116'%l'SNSTYLE EYEBOLT DOWEI N EWIY l'(MIN.j S/E-.E- IMO "COxEmB.CMU`­M"21.l.MIx SEMBEOMEMM�M—HOvTSTiWC111RE(x FOT AYJA, STUCCO,SIOIHG,ETOJ 1. NECOM ENF 304 STA)NLFSS STEEL MUST BE USEO(HIGNER GRADES �\ ••VCEN$F•0'Q�L A�� nMl rr RECOMMENDED) YhSJALii9 Db FTHORCANCC ALTERNATE LOCKDOWN ATTACHMENT METHOD eoTECIR1n otslGr✓III TNN AC Acm%oANFF uw.m � SCZONIW THF OIUfIDF®ABUILDINGCOOE SHEET A7EOF S-1 � r 'r,.!ONAI ...••