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Florida Building Code Online Page 1 of 2 Flt-E ^hida Ceprtmenff 8615 Home i Log In User Registration ! Not TOPIC. ! Submit Surcharge ' Stats&Facts, Publications i FOC Stall i DCIS Site MIP Links Search 3usines ,1 C1 Product Approval Professi nald , USFR:Pu6lk liter Regulation # PtMuQ Annroval Merw>NrAtirr or Anniirarkm Search>At;WirnUnn uu>Application Detail i rti FL 9 FL369•R8 f H- i •.. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive (vest Palm Beach,FL 33407 (561)209-8263 bfeeley@easternniotal.com Authorized Signature Bill Feeley frodriguezQ@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Addre55/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1 213 1/201 7 Validated By John W.Knezevich,PE V Validation Checklist-Hardcopy Received Certificate of Independence Fl.`s89 f+9 CC{ iiV ACC2L1010N CI NONtIVH{,p3lf Referenced Standard and Year(of Standard) Standard Year ASTM E-1686 2005 ASTM E-1996 2005 ASTM E-330 2002 TA5 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2035 Date Approved 06/22/2015 ............ .._..._. .., Summary of Products FL# �714crdelr Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drw 15-086 bottom)for storm rotection Limits of Use Installation Instructions Approved for use in HVHZ:No F1.:361 R8 It A.S,S.A-INC. DRUJr,,,i.5-p5rj ndt Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i 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 positive F1'sR9 RS t. :._S.S.A.(-P1(', P,F,R. DRWC;.I S-, ; ASD load and 13'-0'for 35 pst negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade j and 8'-11'for 62 pst,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.spon for HV3 blade w/o window blade for installations Into i Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' for+64,-64 esf.See sheet 5 for otherspans and ASD pressures. Z99:2:>— Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Drw 35085 bottom)Por storm protection Limits of Use Installation Instructions �u 1 Approved for use in HVHZ:No FL384 t3¢,It A.S.,$,A,INC. DRWG,15.085.pdf i Approved for use outside HVHZ:Yes Verified By:American Test Lab or 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 p.s.f negative _L389 R8 AE A.5 S.A.INC- P.E.R. DR4YG.15-0.5 HV.tX f j ASD load depending on centermates and lacking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-O'for+64,-72 p.s.f.load for HV blade for Keystone i mountings 7'-0'for+75,-75 p.s.L for metals stud mountings and 8'-0' j for 110 p.s.f.for HVS and HVIA working in unison.See sheets 7,11 and l 20 respectively of Installation drawings for other spans and pressures. 389.3 8erttia HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Dnv 15.084 bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 R AS.S.A,INC. DR1YG.?5-084.nnr Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports + Others Large missile.Max.16'-0'span at 30 p.s.f ASO load for Blade 1 FL 381) Rn AF A.S.S.A,INC. P.F.R. DRWG,I5=084,odf and 28'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ]respectively 1 _ ri.... Contact Us;:1940 North Monroe Street-Tallahassee Fl,32399 Phone:850-487.1824 The State of Florida Is an AA/EEO employer.Copyright 2007.7013 State Of Florida.::Privacy Statemern::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 850.467.1395.'pursuant to Section 455.275 (1),Florida statutes,effective October t,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 Oepanment with an email address which can be made available to the public.To determine It you are a licensee under Chapter 455,F.S.,please click)ice. Product Approval Accepts: 'ts rrn ER sc�aril vnt::t u t'tr> http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTE-a- 1.BERTHA H.V,ACCORDION SHUnM SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOOLUM(P.E.O.)HAS BEEN VERIFIED FOR COWUNNCE 01 ACCORDANCE MiH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDON SHUTTER SYSTEM SIAL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESK,N WIND LOADS SHALL BE erro IED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC MND SPEED REOUTIE°BY'NNE J1I DCTDN MIM SHUTTER WSL TABLE OF CONTENTS BE INSTALLED WITH A DRi ECDMWM FACTOR Kd-0.85,TYSON'ASM 7-10 AND S ALL NOT D(CM THE MAXIMUM(IL5.0.)DESIGN PRESSURE RATINGS DOCATED ON SHEETS 11 THRU 15,10&20. IN DIM TO VERIFY THE ABOVE C C DITICN,ULTIMATE DESIGN WIND LOADS DETFRUNED PER ASCE 7-10 SISAL BE FIST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-I- HV BLADES 0 6C L1�A BY MULTIPLYING THEM BY Oe IN CR°ERTo COAQ,ARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VMFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR MND LOADS WAS IM USED IN THEIR SYSTENI COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VEOFTICATIDN OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSIEY'S ADEOLACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERISM IN ACCOROM:CE WITH SECTION 1609.1.2 OF 1HE.ABOVE U04TMM CODE AS PER ATL IMPORTS: TYPICAL SHUTTER ASSUMBLY 38-44 SIM 4 ' TYPICAL WINDOW BLADE&WINDOW DETAIL -HCV IAADE(D 10214.01-03.10715.01-03.11004.0t-05./1214.01-05.{0317.02-06./0609.01-10 AND 0210.01-11 AS PFR TAS-201•TAS-202 AND TAS-203 PRDTOCOLS AND ASIM E-1886 AREA - FIV 8 A t7 AND W WINDOW BLAITE flea! AND E-1996 STANDARDS(MISSLE LEVEL D.WIND ZONES 1.2&3)&11 2 2 001-10 AS PER TAS 201,203&203 PRDTWOLS LARGE MWM (WHERE APPLICABLE) -HV W2DOW OWE 9 10505.01-OB AS PER ASTM E-1686 AND E-1996(LUSS1E LEAL 0.WIND ZONES I.2 3)BASIC PROTECTION ONLY AND 1 0725.01-66 AS PER TAS 2122 PROTOCOL TYPICAL SHARER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCREVEILOCK SHEET 6 2 W DtADE(DAND HN WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON OATH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON STCEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERFPA H.V.ACCORDION PIIS(HV SIRENS)•USED AT EILACCS KKUDOX AND FOR DIRECT HJC UNT CONNECTION TO TRACKS SHALL DE 114.2.75'AND 11411.75'RESPECIMY,410-HT MINORUM SERIES CETTERMAIE OETAIS IN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 LIT TENSILE STRENGDI P-6 SHALL BE CITED WITH BERTHA W OALROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEN70LVATE AIERM71NG BETAV MS HN SIM 9 CMIWG APPLICATORS,RBRSIERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HN MARKING ON THEIR HEAD. 4.ALL AUJUINUM D.TRUSIONS SHAD.BE ALUMINUM ASSOCMT*N AU DY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.M,LMMUM VIEW STRENGTH FOR 6063-T6 ALLOY Is 30.0 1.90 35.7 IcL FOR END CONNECTION DETAOCK ILS 1-6,CDNCRET-/BLSHEET 10 LEY 6005-T5 AL . ukcwM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCIsM TO BE STAINLESS SiM 304 OR 316 ASI SEFUES OR CORROSION RESISTANT COATED CARBON STET AS PER DIN 50018 WITH 50 IgM MON.YIELD STRENGTH AND 90 LLI UK TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO BE ASH)A-307 GLYAHIZED ST1fL OR AIS 3a4 OR 316 SERIES STAINLESS STEEL WITH 35 HW 1IhWUM YIELD STRENGTH- ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFTCARDN&HV WADE O' : 12.13.14.15 AND 20 INSTALLATION BERMS M-R,MWD SHEET 16 IW BLADE Q&6 WOW NO IN UNISON: 12, 13& 15 1I4STALLATION DETAILS S-X,%WOO SHEET 17 B.TNis BERTHA FLY ACCORDION SURER SYSTEM BEARS A U.S..PATENT O6.779,SBZ CoMPoHrm OF THIS APPROVAL ARE=AEREO,IN WHOLE OR IN PART BY U.S.PATENT 15'456,179 ISSUED TO EASTERN DID CONNECTION DETALS 7-12&X;WOOD SHEET 16 METAL SUPPLY.DNC. 9.Ir SIAL BE THE RES+ONs:g OF THE coNTRACTOR TO VERY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO WSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/GULL! AREA 3• W WINDOW BLADE had ONLY ALL SHUTTER ODUPONENT EDGES WHICH REMAK THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RUN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH CENTEREDMZJ'fa BEAR PERMANENT R! NA VISIBLE PLACE WITH MARFNWG HOTS DICING PERIODS OF HURRICANE WARh'INW FiO}tE OWNER.IFNWNi,OR OT0R5,MUST P'�t°PLRLY CCD9E ALL FN AND H°W 40 80 LOCKS. AREA d- HV WINDOW BLADE nON Y 11,SHUTTER UANUFACTURETS LASEL SHAM.Ic LOCATED CN A READILY VISIBLE LOCATON AT ACCORDION SHUTTER IN ACCOMANCE MDf SECTION 1710.8.3 OF FLORIDA M=LNG CODE ONE IA91 SLNLL BE INSTALLATION DETAILS.METAL STUD WM1S SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY 141M SECTION 17108.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCGRDGH SHUM SYSTEJ'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TEAS DRAWING PULS ANY BUILDING AND ZONING MGUAA31OLS PROVIDED BY THE JUR28DICTIDN WHERE PERMIT IS AFT=TO. /3.(0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOWATION FOR A SM:PEGFIC PROJECT;;a MCERE THE SITE CONDITIONS OEVNTE FROM THE P.EO. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON THIS PEED.PRO16.0ED HE/SHE DOTS NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDOi0.\•S DETAILED DN THIS DOOAM'ENT,CONSTUD6O7 SgTTY AT SITE IS THE CONTRA.^TORS RESPON9BUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THUS P.E.D.WILL BE CONSIDERED MAID R ALTERED BY ANY MEQ-s_ (4)SITE SM'--IC PROJECTS SHALL BE PREPARED BY A rLORDA REGISTERED ENGINEER OR ARCHITECT WHXN MLL BECOME THE EK.NEER OF RECORo(EO.R.)FOR TIE PRP/ECT AND WHO WILL BE.. RESPONSIBLE FOR THE PROPER USE OF THE PEED.ENCONEE{OF REDORD,ACTINO AS A DELEGATED ENGINEER TO THE RED.OnINEER SEAL.SUBMIT TO IM UTTER THE SITE SPECIFIC OR"IM9 FOR RENEW. (4)OFM NAL P.E.O.SIAL BEAR THE DATE AND ORC<KAL SEAL AND 97MTURE OF THE PROFESSIONAL ENGINEER OF RECDRO THAT PREPARED U. Hn FLORIDA BDRDING CME(Man High Velocity Hurricone Zone VAAAJ�Zti H• /�AA'Ai, 0 2015 EASTERN KETAL SUPPLY.INC. �'� ... r BERTHA HV w � �. S A nY Accordion Shutter System `* N e I L E C® �■�. ■ ■ ■ ■ KY.RADE#1 W/CR W/0 KV.WNW#aADE American Shutter Systems 3JA '+ Ttt1LT TESTING & ENGINEERING COMPANY Inc. ° 'T°°y c13/ DATE- °Y, 3/ Off.• T OF...... AI55 N.x.3:/.R..S.a 315,1'.M..•TNA Gann./AORTA 331 ASSOCiakion, c 1 ILLI it-t s2 4/t3J15 IUTG: 4/13/1a �s Pna :(3055)671-1530.Fa.:(30 7-1531 4268 Westroads Drivc z 'o S N E mom' E=ESE=RAE West Palm Beach. FL 33407 s DRAWING No /0 NA CN� AA,` EB OGG47,9 15-085 ,AFF)A L M La1AAA WELTER A Tr LIT>.P.E I,.E. StJ+I./�ID }URE/DATE FLORt} u�►u167 s SHEET 6 1 OF 20 r.=vwac wa 0 Vons �+s,•. }+' � ��*' 0,454•B• g MAc � .1.,R00' .09 _ f a 4 71 4 49sr 4.999' • �e'. D .37•• 5 HV 90-/18(r HY SOLID BLADES 3 HV UNIVERSAL FLOATER ;" STARTER COVERED UNDER US PATENT yi 5458179 QUALIFIED FOR USE W/ 14V 81PDH D OHy DIRFCT MOUNTHV BLADE t 1�A HV WINDOW BLADES 60D5-75 ALLOY AND TEMPER QUALIFIED FOR U� 6063-10-ALLOY AND TEMPER USE W HV 6063-76 ALLOY AND TEMPER BLADE 'SEE LIMLTATIONS OF USE OF BLADE ON SHEET 19 _ .37 6063-T6 ALLOY AND TEMPER ,mak ` 874' -j • 1 2.670' +`d 670' 7.226• `r - 72 ••� I 642 f' t--• _ $ 915• 1A92' HvA wUP 12= , 75 ao72' " 0,07 .,�^ f-•1• (OHM WALK—OVER TRACK •920 ADJ. FLOOR TRACK"? BLADE QUALIREO FOR U W/ HV t�9 HV TRE CH TRACK I u 6063-16 ALLOY AND TEMPER BLADE 1 OUALIFIED FOR USE W/fN ' NV 6063-76 ALLOY O TEMPER BLADE(DONLY. I HV RAtNGUARD BLADE(� 6063-T6 ALLOY AND TEMPER f{V 6063-T6 ALLOY AND 1ENPER 3044 1.9Y.' l.m s• GLADE 1. VARIES 1.9_6• 6063-Tb ALLOY D TEMPER 0 1-.91-7• •1 J 9E1' � Ogl• 'i� � C85• .093' ....__ - .100• I— �3' .125' �C60• ' - Ate. _093' 7 670 093-d ^ 4 670 1.666' S • q _ 1 11 HV CEILING HEADER 1, HV HEADER/SILL 1�3 HD /SI LT 1 ONLY, QUALIRED FOR USE W/HV&LADE-PONLY W63-T6 ALLOY AND TEMPE QUAUFlED FOR USE W/ HV BLADE 1D (a HD WALL HEADER/SILL SEF SECTIONS FOR VALID SEE SECTIONS FOR VAL1DRY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE T ONLY. 6063-T6 ALLOY ANU TEMPER _X. COMPONENT A 0 TI i? X Y t X MN Y TOS; 1' 1• 2' ` Z• 10.725• 2' 5'VAX, 1/6• 1/6• 2' 5•VAX.10.192• 0.192' 1 SIDE ANGLES 1 20 CORNER POSTS 6111MINUM ANG19 xs Y 30x.1 o.l90 Da eo L QUPllFIED FOR USE W/FIV BLADEQ OU _. HV 8WE 1 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5•4%1 D.139' 0.131• ' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER 11.0RIDA BUILDING CODE(Non High Velocity Hur6cone Zone A 2015 EASTERN METAL SUPPLY,114C. BERTHA HVTm SA Accordion Shutter System �`. E�® I d c. ■ ■ ■ ■ N.v BLADE#t w/CR w/o ILu xtrovH RAE *= American Shutter Systemsy, Dammam DATE 0R`%N BY: RL, = TILLIT TESTING h ENGINEERING COMPANY aft sl r<.s>s NRCF A cuROMA aa a+s3, Association, Inc. 1 a D 11-192 </1s/Is & 4/1J/1s SSA1E 'u r 0—:(Z05) 9-1630,FCA:(305)871-1631 4268 Westroods Or:vc 2 i 04 . �COR10 ,,`GtC����` .i:4'-0.,q Was; Palm Beach, FL 33407 s DRA'BING No ED-°D0 7i8 15-085 AL,;+ -AM A T¢LR J7_PX 4 P.E. SrrN1ft�&IGt4#ORE/DATE nDRa4 Uc a u167 sSHEET 6 2 OF 20 41,660_ .9 9' 4.676' 1 -15.1 i t'-713 G^f 745' 10331' ••/EAD 11tlCIM➢ 110lraNC DY1ta 11'-20 P 3' .745• .. o (" S.sUS, O.K[D PA1l.TDM CAST Iu TLS, eRuaL .062 - .... -- :7"' � $ .318'�• ^� _ to ca u Lows CM+701 ..85ASs CANIat 4 .__ x'4+•4' t •_,}' a KETS(ORwt (omOYE RATED) 21 HV CENTERMATE s. L ,.Szs o^y _ ) O ® HV EGRESS LOCK OUAUFlED 1 & ONLY � � FOR USE W/.HV BLADE t & I pNLY ° 3' QUAUFlED FOR USE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6065-T6 ALLOY AND TEMPER BLADEQ& ONLY. BlA0E U1 &�?ONLY. FIED FOR USE W/HV BLADE 1 ONLY •�' t8' . 74' 6063-T6 ALLOT ANL TEMPER PiAS1LD HEAD R 4,045' - U�R y °`�i6� 2.079' 1.763' ( , - 6; 815•,. BLFOftE RhcfM,60*AFTER RA'EliNC • 'a' 1 lee--20 x 3/4" j y S.S. THUMBSCREW 1/4"IS-20 RIVNUTR Sam 9441 fLLAE1 (IM4-T3 a10'Q Ll=nA%X TI&1 -� n, scar MRSEW.FART f OM.AS MWIFA lfam Dr/.wEL PVN FR=EALVA tW �$ HV MALE "T" LOCK CDUU%RMATE 1 ••`^'66• rMRAr Trnrrc+.PAS'zPPon.NEW.IOGCY mG54 OR Ecus' 27 CK LOCKER FOR "T" LOCK CENTERMATE �Gi QUALIFIED FOR USE W/ HV BLADE 1 ONLY � HV FEMALE "T" LOCK CENTERMATE HV "T' LOCK HV ALTERNATIVE / HV QUALIFIED FOR USE W/HV BLAOEOONLY 6063-76 ALLOY AND TEMPER OUALIFlED FOR USE QUALIFIED FOR USE W/ MY QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV BLADE�ONLY. eiADE(1 ONLY. 6D63-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE • ', $ 3.161 c I Era CdMCER OR .062'. cc T' run'DER .214' .214' �� nE 0.875'V:n. L 1.125 Um. 3 1 HD CENTERMATE W1 NO O 2 HD CENTERMA �. am OUALIPED FOR USE W/HV BLADEQ)dt A QUALIFIED FOR USE W/ HV BLADE 7 & i 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HQ NT E S 4• .. vacs.Iz'Mw. _ OUAUFIED FOR USE W// r V BLADEf1 &(g. •- t/4'.-w ss as 3/13 -te 'I t.t•• 61363-16 ALLOY AND TEMPER ' 1HUlMHIUf01 1 ( t 9 I 1:112• o - OR KEY 1-I _ I { o �R� 315 L_._..._:_..- 1.7 W. CaWDDt ,N15 1.76•Moa. LOCKING ROD W L rs'� µ'° HD f QUALIFIED FOR USE WN HT BIER QQ Fes, I..IV 3/C"0-16 DVILMACETAL 'J f H 1/4" W-20 AISI 304 er REGENT. HARDWARE MamSE LKXS SEIZES z333 NOOK DOLT LOCK 6063-T6 ALLUY AND TEMPER �J !3' 'SERIES SOLE U .S. THUMBSCREWS OUAunED FOR USE W/HV BLADE 713& 6RIU�I, nTRACKS ILFOREQUIRE A 7/16-PROP R EAABEDMENT QUALIFIED 1 u BLADE( OVAL1FiED FOR US£W/RV BLADE FLORIDA BUILDING CODE(Non High Voiccity Hurricane Zone , r/ G 0 2015 EASTERN MET-.SUPPLY.WO Q`� ENS, 9 BERTH/ HVTA4 ' Accordion Shutter System 7LT7E 7C07, c. ■ ■ ■ ■ KV.9113E#t W/OR W/0 FiY.NIPAUY 9,,13E American Shutter Systems a NJ wicwms I DATE DR,W Br: M.L. TILUT TESTING & ENGINEERING COMPANY S kr� Association. Inc. t OLD 11-1az e/13/15 CAG 4Jw/15 ''n•'• �I(}Q'._.�.� eSss N.e,aun.sr,a..xz xxcax wRs,nrza zn�'� F-ECl $3671-; 313.Fm.t(SosIs71-tssa t Drive z .'••.. .... mom5SreeoxNesPalm Beach, FL 334137 3- D, WTNC No Ea A TCL719IT P.C. 15-085 f/11111111 P.E. SEl>L//SIGNATURE/DATE FLO UE uG it 44$67 5 1 - I Sti 3 111i1OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/s' HV Q HV 2 12"19N. CE Q1 HV BLADE t 4L d i TD BADE z :BeS-' -r t _ 625 ' ANY WINDOW BLADE 2 MV BLADE to � 'i -0 ® I ® + �•S Y 1675' HV LONG RECESSED NYLON BUSHING 6NUCKLE m af16N •062 n (M) Q HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ©ORS i ; Mt PORTWN sly[%�� z75o' d@ HV WHEEL CARRIAGE AISI 302-303 SERIES I I ' < = 4 759' X 0.870'x3/16"THICK NYLON WHEEL. 3 I i -® "� 2 7/s'!�. w WINDOW D.i 88"9 WS1 3D2 SERIES S.S. RIVETS 315'0 S03 FPAR __ 37530' ® HV 1 3/4"ACCORDION PIN W/ F8 HEAD EXTERIOR I I b Dpe w �t a 31 MISHF W HV 2 3/4-ACCORDION FN_W/¢8 HEAD * -I 41I 47r' .� I -M1�� z 1/t r�°`�°�^>~ ® POLYCARBONATE IMPACT RESISTANT HV-WINDOW i g 'i'1e TYPICAL HV WINDOW BLADE AND r Y ! 1 11 POLYCARBONATE HV WINDOW DETAIL ii I OR® I d or ® n ® ` OR {( N.T.S k 0EtllftL'YEN7 j (DOR lID I I *POLYCAnnQfA IMPACT RFSIA HWV INDOW BAYERIAKROLON3103 POLYCARBONATE 12'LM-1. CL0CE RESINS, UV-STABILIZED GRADE OR SABIC PIN EQUIREMEMM AT E)ffERIOR BLADE KNUCKLE FORx 1, 1 io 3071E INNO(SEE NOTE PLASTIC SHEEEXANT 103). RESIN I `' I OR Q� I (SEE NOTE 'F ON SHEEP IE). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTEREOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR u� i j '` � j I POLYCARBONATE SOURCES FOR 4a EXTERIOR FIV©BSE' TYPICAL SHUTTER ASSEMBLY (2) ITV PIN MAY 8E USED IN LIEU OF AND ONLY AT N HVPIN©9 �wT W•� "` EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D o9 s2s• BLAOVS 6NUCICLE. (SEE NOTE FOR �2 c a.w^.rt un orv: ooai i+l ooa�m/n• BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. p 3 REOUIREkEN15) '�' 21 Q 1 t iL:atE Ila 9�tlHGn rm[r3W swo wz W3o)a..a. r,fxi>&A SIaEH.^N A TS1D AA11 arp6 t23ae Ps{ t14]D Fri (3) HV PIN fl OR @ 1V/ 1/2" O.D. 1/16" THICK S.S. WASHERunmr yoo ns ,37W aroo 614000 wi 31U.p— SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, pi � + SHEET ® j+t I tarcoa coo 4rx 1x6 1e rt-a! n +W I I •��ctY'�'�aus EEL CARRIAGE DETAIL wax°f3 r ST"o:e18 '72; e"x'"` ASSEMBLY LAYOUT RM or 0-4 +anV=oa-1(= at us 71 Y.g Sar serial Nn VIM tow'r WN r �_ L1a@12 ♦silo at» Trw=5770.7"Nipt M"a 618 pWl 8— mw Pal. M HV BLADE SOLID (AHV WINDOW BLADE DETAILS t TUG=7ewtuarru"0 ,ale "a, am—L FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ."'N'RAS T/��i���' 0 2015 fWMW UCrAL SUPPLY,INC. �P' L10E/y ' BERTHA HV,,.. A !IL��� Accordion Shutter System .S.S.A. 4 t RV BLCE#1 WJ OR W/O KV 18NDON BLADE 01. /J American Shutter Systems tEv,R D€SCMv99N CAN a¢.w;BY: ULTILDT TESTING & ENGINEERING COMPANY A pF ? 6355".R-$I s6 3M.Vw—c xa+x na�.W uta Association, Inc 1 OLD 11-182 </13115 aar• a/1a/ts Pt—:(305)371-1530.Fa:(.105871-1331 426$ WDstroads Drive 2 West Palm each, FL 33447 2 ORAWLNG I.o �NAL E'40 Ni, D-99057 ,4 15-085 e 0 �� WRLTFA A TI(LfT P.E. 966'810tt 5RE/DATE � ^ f 13157 t SHE 4 OF 20 • .� *MOTES ON HV LOCKS AND CENTERMATES: e c o 7 Y w s u �y{ � O OIL:ONE HV LOCK®v LK SPANF of StINA.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ELEVATtONFN OR LOCFCDr2OF SH it MAY BE USED AS ANINSIDE OR OUTSIDE LOCATACHFD TOTI ANY 1 CEMERMATES W/(2) 1/4'0-20 K 1/2•LONG FLAT HEAD S.S.US,LOCATION OF LOCK SHALL EE AS INDK:ATm ON O®Qot TYPICAL SHl1T'IER ATION. 2. DESIRED, FDR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TD TWO HV OR 3FNALL0EIE I' MDI % ON NOTE(1)WSDE ABOVE OR OUTSIDE IDCK.CONNECTION OF LOCKS TO CENTERRHATES v LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTfFR ELEVATION. 3. r tS USS W/iW0 H.V.LOncsk LOCKING RODS ARE NOT REWIRED AT URRiCANE POSITION,BUT NAY (I -CA 96oa(S_ .0-* •' 9E USED IF DESIRED TO ENHANCE SHUTTER PERFO CE.LOCfONG ROD OR AN ALTERNATIVE DEVICE L MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3H= S.RhNnom CONImm ONE W LOCK 4 ®SHALL BE USED AT CORNER CENTERUATES FOR ANY SPAN AND INSTALLATIONS AT M'Y ELLIA.,HV LOCK(�or�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. xx I ATTACHED-.TIP. O.�9 CORNER CFNiEAl1ATE W/(2) 1/4 6-20 K 1/2'LONG MT READ S.S.M.S.TWO LOCKEIG ROOS AT TOP h BO OM SHALL BE LSA.LOCJUKIN OF LOCK STWl BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. UT` . E 5"11 $,AAn T }}9 S. • ONE ALTERNATE HV I= MAY BE IN LEV OF HV LOCK or FOR ANY SPAN AYD i �3j 3E INSTQIATIOTS AT ANY ELEVATION.AL ERNATE LOCK 12 MAY BE USED AS AN DE OR OUTSIDE LOCK.ATTACHUFINT I 1 ;! I OF 1/4.6-20x3/4'S.S.THUUDSCREW TO(a OR 0 CENTERVATES SPALL BE MADE W/1/4'6-20x3/4'ALUM. j J T pc5� p� �D,-,x/yo bMq RMNr AS SHOWN ON SECTION HVE SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHURER SPAN OR TWO 1 J C�Esg C_ x LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONDITION 1 3 FOR KEYSTONE MOL1NnNO INSTAL 1 AMOK, ONE HV LOCK 0-@ a®SHRLL M J)J a i�IUSED AT 1/2 OF SHUTTER SPAR FOR N1Y SPAN OR 12.190YE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96•,AND FOR INSTALIATIOM AT ANY ELEVATION.HV LOCK�or§or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 6.or g SYMMEIRicAL CENTERMATES W/(2) 1/4'-M x 1/2'LONG FLAT HEAD SS. SEE END 1 MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING ROOS e,W/Q$ CONNECTION 1 OR Cg TOP AND BOTTOM IS COMPLETELY W.VOATORY. DETKLS ON D r F N 1 J K L Y P 0 x Y k SHEETS 10& 'FI6EIcTNT. �' 11 *NOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER 1. Ogg Sb AM 9MMMMMM-0-AWL CENTERMATE �$;ONE ALTERNATE FN T LL`CK(S0 MAY BE INSjF11.ED IN LIEU OF M1 LOCKS OR R FOR ANY SPAN AND ��DRC•000®�lJ u OD INSTAUTION AT ANY EMlMI mJ.ALTERNATE LOCKE(R10 Y BE USED AS AN BEIDE OR SIDE LOCK ATTACHMEIT OF LO".,NC®INCLUDES USING RONPoRCWC LOCK AS SHONTN ON SECTION MG.SHEET S. WKCII MUST BE 11,tt5 I�7•hv;«`�7, J« .-_.-_....- CONNEc Eu o CExtERMATFs¢ AND w/ l/4 6-20x 1 1/2 LONG ss THREADED eaLT W/7/E•6 z a/u• Q+�• `g�` 'O+ WINGt7UT OR W/1/l'6-20x1•SS.M.S.INTO A 1/4'Bx 5/8'mmtrr OCK UAY 1E INSTALLED AT MIDSPAN OR 12• 6 7 6�� //7�� '� MAXMUM�AND BELOW MIDSPAN.USE OF TWO LOCKING ROOS Y5 TOP AND EOTOM IS MANDATORY. 3 .Q- 9•��t •�5�N(i 3• *�Qj ,� & CENTERMATES: 1.ED k /HO CFNiF3tMATFS!y�{l��5�W1(iA: ONE ALTERNATE HD I=Q MAYBE USED 01 LIEU OF PICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKSVOR W rOR ANY SPAN AND T STAL ATIONS AT ANY ELEVATAN.ALTERNATE NCI LOCK®MAY BE USED U.T.S. AS AN INSIDE OR OUIS LOCK.ATTAC VENT OF HD LOGO A TO IS W/3#8 x 3/8'F.H.SS.MS,AND INCLUMS RONFORCEMENT INSERT AS SHOWN GN SECTIONS HDB-INN AND SHEET 10.LOCK MAY BE INSTALLED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE WDSPAN.LSE OF LOCKING ROOS @ 1S CONPLETLI.Y OPTIONAL FL I? on High Velocity Hurricane Cne, 4T+2015 E/STERN METAL SUPPLY INC. P�� \CENs��`���:. �-��o, BERTHA HV IILIEC O�N�. Accordion Shutter System A,S,S�Q® ' KV.H.ADE#t W/OR W/0 KV.WTTDDH QArE *• 4/rN���`r—'*z purr TESTING k ENGINEERING COMPANY American ShUttaF Sysfems ttscamcw DATE DRMI ft. YL a: STATE OF a � u wv J§.L a,s.Eos,u as cwn s n wum.u1 Association. Inc. , DAD I1-192 4I13/75 Tut a/1a/1<_ )eT1-ls3D.FD.:(x5}371-1x11 4283 westroods Drive 2 .t•• t {j •.-�� a DRAWING No W e .mo,o..or West Polm Becch, FL 3340: 3 w:,1TERA°nu'a•PE. s 15-085 P.E. SLA�� R:}��RE/DATE FLc1m uG 4�tcT 6 51{5 OF 20 ONCRETE ANCHORS POURED QONCREIY POUREDD (SEE,SCHEDULE ON OR CONCRETE BLOCK POUCON0IRTE SNELT 1J) RECUIRED f/4'�-20+5/S'S.S. SdVn RE REQUIRED REQUIRED TOR (SEE SCHEDULE ON NCONCRETE ANCHOn LE CONCRETE ANCHORS 1©i 6 .art(SLE u%w Nc®OH RFLP•r) SKEET 13) N (SEE SCHELWLE ON SHEET 13) 7' _ (Orl. 1//8'�-2Ur3 i•SS i 4 £Q IkCHUNE SCE'AS _ USING 1/4•-20 tATTS 7---' 19 2• 0 T2'O.C. 1/ /2- E.°.• !----.A—. .z5o'Nc.. i _-- 3 raA 5 / _-_ .t.r ' .250- I ,-.25a•Yac °• • / : __. lea.. I J` I I oPnDNaL, ,, ;l 5N '-a arc'�.w t OR I�� EIM-IyyG rJ:1.s£PaunQN To crass t a rHIT 10 NOR ["," I �(SEE SCilmthE ON SNRET 11)-Ty,pplpy�q WN.SEPARATION TO CWS_ 1. f-(STE SCHEDULE ON SHEET 1I) -.._.... . E%ISi1tiG + T QA HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION 4 KEYSTONE E%1i 1Na ((''�� ._AAAA..--- ' HOE.SEPARATION TO GLASS � ~ aoAts �• OOR (13* MIN.SEPARATION TO CLASS 1 ' 1O D�TNC �_(SEE SCHEDULE ON SH--T 11) t stat[a gra I `(SEE SCHEOOL.ON SKEET 1 I)- CLASS NvaaNa Ql � I�1 _ [wsiu+c - ![M(JE 11 "N li I 1 I 1f4• I , 1/4'Naz. E __-.I•. r / oltDNAt II N —is on E5 C FF/7j2"3f LEJE0- 1ILZJ L E PlC11U'S TRUSS NEM �1/4b-200/4•S.S.PHIWPS L, MACHINE SCR£VIS USING __ CONCRETE ANCHORS LL� W. MSS HEAD "E SCREWS CONCRETE ANCHORS I, 1/4•-20 MOTS 0 12-O.C. ... (SEE ScHFDQLi ON W/ 1/A'-2O NUTS O lY•O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) / 'wti OR CONCRETE EBLOCK CONIC S�i;'ET 13) OR C014CRETE 8=9 ___ / _.__ 111 WALL`s0'R� D }iV WALL SILL INS7ALLAT 0 J ULU ON r�QUIRED O HV WALL SILL INSTALLATION (SEE sc(EDUCE cH PC4fiED CONCP£(E SHEET 14) OR CONCRETE BLOCK WALL REWIRED (g) HV WALL SILL INSTALLATION (NOTE EOR COQRHAIM QI` -RONS: INSTALLATION DETAILS W/ I-SEE SHE1T 4[102 TYPICAL SHUTTER •E 0.-EDOE DISTANCE ASSEMBLY •SEE LEM ONTIMIS,S M USE FDH H`' 2-MOUNTING SECTIONS CAN.BE COMu:NEO (SEE SPEGnCATi0N5 ON rTEET 13) &ADE©ON SFNEEr 19 � I-I Y BLADE 9N ANY WAY Ta SUIT ANY INSTALLATION. Hm°m FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �.•�.�LrR !C(' ®2015 EASTERN META, SUPPLY.INC. A S BERTHA terHVTM S /TME C O mc• � Accordion Shutter System *s American Shutter Systems Nvt W/CR W/0 FLV.x1w7N RADE •r'f /�� _ ! RSCw'IP:TON DATE LPAAAN BY: M.L. SAT OF �.� TILUT TESTING & ENGINEERING COMPANY Association, Inc. T OLD 11-192 4/13/15 O4rE: 4jr3/IS a (4` A;11 W.JLth n-Sts 3M NSMM GRt'_tS.RORo'd' Cr 4_.C�T/t'f1U ^•:( )�1-lsso.Fc.:(Sos)s2T-1ssL 4268 Westroads Drive 2 ORViING No ES;••..•• 'C, 4-- D:1P.«oOm!scm We67 9st Palm Beach, FL 33407 3 ZONAOL %,0' 'AL AOTL T Jr.P.E. 4 1.5-085 P.E. SEALJ�I�hATURE/DALE nuzaA u<. T 44167 s SHEEP G 6 OF 20 pW� CONCiff1E At+CIfORS �—� ' C. POURED (SEE SCHEDULE ON STIEET 13) { m a to 1 OR S DISIINC t ro 1 REOw>L�D E1zE -+ rawc mnw clnss•_._� x�' `(sc xmuc { 04 sw lig mm arm _ 9ZII ttt ' ' A H�I=E IXGflK avna0)a LCg •� r'-qa NRUi" ' , Sl AL7EHO ANCCHORi{ � I 1D;AneN /1043/4•HEX WASHER HEAD t l 01 13 OR I S ; 3/e mt tEK=Mm 12*O.C. OCE OF 3/D 104 OONCREIE ANCHals $ i (�• ?a , (SEE SCHEDULE ON SHEET 13) I APPOOMILE DUSTING { EXE OFA--' �(� '" APDLSLQ IF CUSS—+ SU.B IF 1 / _ D ` 1/2 ' 1 SILAS w 7JPliCl$E i tater 0• O. APPJG0.E POURED POlSi'DJ FLAT KJO CONcREM ANCHORS 'g7mAQEffi f 'COFSCRETE D' OOf�CME (SEE SCHEDULE ON SHEET 74) 'L St tv a¢mAn PGURE) __. _... REWIRED a.4LT tv o t OR ccwarETE (SZE HEAD COHCRETe ANUiORS IIA06maQ7) REQUIRED D.x-- E D. (SEE SCHEDULE ON soar 14) 11 .TRENCH INSTALLATION Q. ONLY FOR UP TO+70,-75 PSF ASA. (F� HV FLOOR INSTALLATION fi (f)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING b FOR SPANS PER � HV CEILING INSTALLATION SCHEDULE/3,SHEET T, OMCRM ANCHORS (¢EE SCHEDULE oN '-------�n�,to I I Ufa�a4vu ; O , 1 t F�fa��L,SS--,SHEET S5) ���iDI.0011H V mal 0_1 G1A55—' GUS '•(L,s ems'w v+m tt1 __—_Ol i ^.,I.,_ 7vt:)TEO)s iMiat'Ma,s/4-9 FOWUS EXSTM Dam= w/ I 7/+ i tv s 13/. un neawa O a• �' . y� 7{ I "1 y at rtn UP 10 W-o•sva+Ago l"J� !,t 4'=FOR VA u TIM 1 I: 5 i 7zoi—)— I ATWTITWEIM(nw?')t z Hat rrtTDsw m1 It® (TTP.7( NOfE tta '1tJ2•1 p,' /to+,/4 . Nox{ wu11 N«.a i , vr . __ _�/74x]/4- HIX1 8' t2'O.C. YTEK SCREWS O 9'O.C. ___ 14x3 4-SACC. Cn t/4x-20x5/4SS Y5 1/4'0.205.5.MS. ORS - _ 6 • 31 O S'O.C. __' {I i i _� � �-wr�tr-z�mrs wNUIO9� { ON _ '-'l f 17 OR 18 1/2� •.S- j / __ 17 I8 2.00 NLN.•.a MHI Imi(OEG ATK TTT''' 1.-. E.D. S:LU EocE a IF SM /14x3/r Flt.SOS. 7 7 8- 1 7/&- APPUCAF CONCRETE ANCHORS 1 KcLmw _ N 2fE"I po NCH -\� SLE NOSE iS(b) J II 0 WOO T£D CONCRETE (SE SC1iEWlE ON ON SHEET 1 PO' 0 CO ON SH ET 7 OR-CO.NCREM BLOCK 'SHM 14) OR CONCRETE ELOCS( •-•. •.:•.: PEOVRED REQUIRED 'J KEYSTONE MOUNTING INSTALLATION C KQ HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTA TION SPAN C-ar 0K-72 pd M:Rm GUi4 D I S tuljF roa couelwtlov of sEclKr1:,: fi oS+wAt�'tEµw•tTi.'Pm tea, x E D.-EDGE OWAUCE A6IACEM W RE F EXIT S>f 1N ATIMS Or USE FOR ASSML��4 FOR TYPICAL (SEE SPECIFICATIONS ON 57I£TT 13) OR 1 ON SHEET 19. INSTALLATION DETAILS W f C1) H V BLADE z_UOUNIINC SECTIONS CAN DE COMMo --- IN ANY wAY To swT evr INSuuAnON. FLORIDA BUILDING CODE(I on 8: h Velocity [Hurricane Zone A.7J(��T,''a ®2015 EASTERN UETAL SUPPLY,INC. -�--�— E Tt1A HY VCENSF., ��. Q Th1 I I L!�C A Accordion Shutter System INC. ■ ■ ■ ■ IM HIDE#1 W/OR W/O HV.WNDUN BLADE American Shutter Systems �tcRP1rR OFrc OFAwN m: �� TiLUT TESTING& ENGINEERING COMPANY TATs DE .:� N ..t m.,sx.3M.Y=K kcloy,rLOMA 331 Association, Inc. OLD 11-192 4J13J15 DATE: 4/13J15 Pnwe:(5..-5)971-1530.Fs:(305)971-15]1 4Z6S We9(i00d5 Drive z DRAWING No e,t:ct=C� West Palm Beach. FL 33407 3 �`��`ssJD(JAL rt3G wALTUt A-T�LUI J,P.F_ 15-085 P.E. SEJALFfM AtiuRE/DATE Fww—U`/44167 a SHEETOF 20 SEE END WALL C S 10 dE 18NOTES INSTALLATIONS W f 1 HV SSE ALTOI DN`DGR,M'PODS® W 5, dam OUT DD IN /—DUSTING GLASS *�AND AL9-AOC E TA IDU:®aN FOR L BLADE W HV CENTERMATES �L T��IM WI H OL FOR CENIQWATFS APFGfCATXMI riTiH DUCE, c 6• 7 8 10* ORSEE END WALLCONNECTION 10'�d'©•�©•®°" IXISTING CUSS DETAILS ON SH 2 i247/E'aD'-2' 1 I ®•®°"®•®w�• 3 1/4- 7' _ G 1/2• 7• 7jSC�VEDULE(C,M'Te A1101 La OPPOSINGANGLE W/(2)1/4.0 TAPD0.4 1/2• Q®•® SYMMETRYCAL IDIOe1rs To CWCRTom,VT I CENTERMATES CENTERMATES(4)1 D.1/2=.l W/ HV LDCK or tL51 S&ARATIOAr rl71 AHGIE(r,r) o.c,n UIENNGTr. _ W/ HY LOCK or`�* IN I I y @� -� r 5 Vr ®�®�©.07 Q®alo•� 1O J " ® HVB OUT ®" HVC 0'®°R©� ®•®'� HVA �m®m©•Q7 mQm l0+�3 p EXWV4 MAW -PouREO CONCRETE on ®•o-©w©�o �a; )_ ,o.���,�a©.�� RETERaaKWA1L WING ` ---------------- _Y.�__ _l.J —_rl---.—._.___._ @.�D�1©.®°O'©°'``` 5MMMETR.- ICAC IN �•��©°�s .O.®* f a ��®•©"� ULE J\c1 LASSl'J CENTERMA EES ©.��(®•®«®•�w TO SEPARATION 5 r-- °"®�® -��•-�� W HV OC 6 OPTION& � (SEE SHEESCHET 11) NTN.SEPAPATKUAN ON SNEEf 17) TO CLASS (SEE SCHEDULE OPDONAL ON SHEET I til L- � _ 0 U T _ �-CDN;RT� ------- — ---- - * 1 j " T 1D•a.c. 3 VMIz.S *�a OU _ s ,/z-Tux.s1Aac FO—U--T] - HVE HVF** HVD FLORiMA BUILDING CODE(Non High Velocity Hurricane Zane \,\\pt1,111H1///fps 0 2015 EA5'MN ICTAL SUPPEY•L46. ``�P�tig A;71((/T✓ BERTHA HVT,<, L�CEN CO �Nc �■�■�■�■ Accordion Kv.aAxW/CRNDav •Jr; �`T.*= T, T TESTING k ENGINEERING COMPANY American Shutter Systems L(Jln I DATE aRAMI 6 N.L e: STATE OF b?5'N.*. 6"R-s.'a,•" res,fLMM 331 Association, Inc. oto t 1-1sz y13/15 DATE: 4/13/15 -• :-DC7-e w�.;(xspn/_1mD.:�,;(3a5)a71_753T 4268 Wastroods Drive z pRA1�ANG No F(ORIOP �k'.` t to-0-1— West Palm Beach, FL 33407 3 ....... '��� ®DDDg„9 15-085 %Af ��L_��\�\\`` (LITER LT. (441fi7 5 I LLrr J1.RE P.F.. LfAl I iNf+i'C�6DATE 5 SHEET 8 OF 20 POURED CONCRETE POURED CONCRETE ILD CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL. BLOCK WALL REOU6+ED CLOCK WALL REOUM BLOCK WALL REOUINT.0 REOUIREO /— ' CONGRETE ANCNO ---T11EXISTING CLASS ! EY,S G S '�F7OSRNC 2.MIN EVV NG GLASS O 16'0, WL SFPAFU.TKN - -1• r-S 2.69tL r— TO CLASS(SFE I r EO CO 700/3AS(SFEi I I ICR SLADE SCKDULE ON(D gyro IGLAS SM ' SO�E0 Qj=UX 0 MSHEET QAC CN,7fET 1/1 G•x3•ALAN. ON SHET 19 FON 12 FOR E ON RANO 11 FUi eACC SMO (6063-7s)CONT. 9/DE'�m&® ai 3EtT 19 RA 1/2' 'Q191 19 FR (LOCATE AT ON 9fEf 10 FOR ALUM.QOSER ` 9A!�S « (LOCAT SIDE � aPLATE r sLnim SIDE 1/2• ` I ' T—r araFs(D QA or(D) 1/2-LM _ IIII OF(D) I (4.USE 1.OR 2•NAIL /70x1/2'SM,S I _-- (AS APPUCA8LE)x2•0/a'.0'-2` LE $1�0 16,O.C.._- 16.O.C. --_ - ` (60fiS-T6 All"AT WOO IGH1 W4 \ / (2)1/4'001TAPCONIS ANCHORS TO rj SEE DETAIL X FO -WNL AT V O.C.(LOCATE AT SIDE CONNECTION jOR ETMER sWE OF 0) 1 OR 1 t)R ®• SEE DETAILX Tai 1 OR ®' TO TRACKS r SIDE COfMCTM 6 7-B SFE DETAT.X ¢ -6.T-9-1;,oj•®- To TRACKS a 6. E (p.®a. ®®•®'©•©®- SID£ rCQho TRACK END CONNECTION DETAIL(1) END CONNECTION DETAIL END CONNECTION DETAIL 3 Et�p CONNECTION DETAIL 4=uRLO oN:Y FOR SPANS GRFATm THAN 12'-o- PoUREO CONCRETE OR k1/2 �( IG CLASS Cal--R.rE BLOCK WALL �1C 4 4 i F.ECL-_ ____________i 'S.WAR"M FOR UIAX T-0SCHODULE ON m QASS __ON SfU 19 MR ANCHOR O 11FOR ELA'12'oc. -----` aaANCH .—__._ pR{T li00 4V-�pIN. I1 EO8 R(DpR 2'WK. ♦SEE UNlTAEQYS CLF USE FOR VIEW191�p2®OR�ORl�DR( vlEwd OR ®' PLAN -©O"®{�®- DETAILL POURED CON �©®- loltl CONCREIT BLOCK WALL REOD� ' ®O ©"©O ®- 1 HV BLADE 0 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 08•®-®��®"� 9 O END'CONNECTtoN DETAIL© -p•® FLORIDA BUILDING COOE(Hon High Velocity Hurricane Zone `,1o �R A:71(�/T.o�� /� 0 20is EASTERN NEEAL SUPPLY.INC. ZcEtds -„m. A �BRTHA Hj TAi `^ TIL7EC707iw�. , Accordion Shutter System IJV,BLADE#T w/CR W/o N.V.WNDM 0_4[X American Shutter Systems DEDwPiaN DATE 09-n M' UL L TILLLT TESTING& ENGINEERING COAPAylSTATE OF Association. Inc. s CAD I1-292 4/13/I5 DAM-E• 4/13/13 �,•,. OG--- ---•�, Pw,e:(3s)871-1530.Fo (.Yrsysn-Ml 4265 Wes(roods Drive I MMING No West Palm Beach, FL 33407 3 Fs ONAL `,� FB-0006719 15-085 AAAAA 81••• •F,N ��� WALTER A MLIT Jr.PE 4 SHEET P.E. S�`3(Lt}�',V ZRE/DATE FLexA u`'(u,67 s s 10 OF 20 SCHEDULE f SCHEDULE F2 SCHEDULE if3 kwIMUTA SHUTTER SPAN* 'L+'OR -L-' MAXIMUM SHUTTER SPAN* "L+' AAXIMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ OR 'L-'(ft.) FOR R -L (ft.) INSTALLATIONS INSTAL ATIM IWEND -dS1IF.S. 1}j h g or � or INSTA11AnON5 W/ HCA CONCRETE& Wf ONE H.V.LOCI{ ®or®or or WOOD (I)L+:MAXIMUM ALLUWA9LE SPAN FOR A CNEN HD LOCK W/ NO LOCKING TIDOS or ONE HV LACK or or g W/ONE HV LOCKS WU4SORr POSRNE ASLO.GESTIN PRESSURE RATING. OR W NO LOCKING L-:WX ALLOWABLE SPAN FOR A rAEN NEGATIVE CENTERkUAT'rS®dc®W/ONE HV W/ NO LOCKING RODS / WALL A, B, C.D. E. M, N.O, P. 0, qS.O.DsS1GN PRESSURE RATING. ® ODS MOUNTING F. K L•L R. S, k V. LOCK®LY/TWO LOCKING RODS®TOP•AT (SEE. NOTES t tt) (VALID FOR IKKI C Q BOTTOM SEE NOTES it) 9/E[T FLOOR CEIUNC (2)PROCEDURE TO DETERMINE ACOR FLo SPIN FOR K�A � / G. H. I. It,J T, U. W &X WALL MWNfINt.S(TOP/BO7TUII)OR FLOOR/CEILING: CVt=IE&WOOD ONSTAl1AMIS VCONCRETE h WUOD CONCRETE MOUNTING h M IVE N.inur wu.r n Maeuty GN A POSITIVE.15.0.DESIGN PRESSURE RATING.Asn De cN 06TA11A1gNS SCHEDULE. PREmn WALL MOUNTING; rl0Di/CDLING DETERMINE MAXIMUM SPAN 'L+'f ' /:oW/Col-c Nowt, GIVEN ANE THE A;D OESIGN PPRRE",SURE RATL`!G. YOLINN/G (1,��} _ _ {.aha ) Fes`/tea" ' (+pOOR�l Eim I"IglamNC DETERMINE W)aWUU SPAN 'L-'FROM SCHEDULE. L t-{A L-(C l t (W L-{A} E N (J L-{IQ O MANGANUM SHUTTER SPM!1+'OR 1- FORR 30 OR 16'-0- 7C-0- 16•-0' 16'-0" 30 i6�D' 16'-0' 30 16'-O' 16'-0• INSTALLATIONS INTO WOOD SHALL BE UMDED TO FINAL MAXIMUM ALLOWAOLE SPAN IS EQUAL TO THE 35 14•-10' •-10• IS'-2' 16•-0• 35 14'-10• 14•-10- 35 15'-2' 16'-ID' 705 W.AS.D.DESIGN PRESSURE RATING. M,ulu W DETERMINED SPAN BETWEEN'L+"AST)'L--•. 40—_73 14-10' 13'-10' If-2' 15-2• 40 13•-10• 13'-10' 40 14'-2' 15'-2• (3)PROCEDURE TO OETUR"E MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4' 14'-3• 'i' IN CORNER CENTFRNATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNnNGS 50 12•-5' 12'-S' 12'-8• 13'-7• 50 12'-5' 12'-5' S0 12--3• 13'-I• MOUNr1N0 INSTALLATIoN5.LOCKING SPeGF'IG/.TIONs W/FLOOR/COLING MOUNnNw: 55 - - '-1' 12--11'_ 55 11•-10 t1•-Itr S5 IV-1' .. I1'-Ii' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 12'- 60 1t•-4' TT-4- - 60 10'-2' 10'-11- NOTE/5,SHEET 5. FOR A GIRN POSITIVE A.S.D.DESIGN PRESSURE fi5 f0'-79' 1G-10' 1T-1' ii-1 65 10'-10• l0•-10' 65 V-5' 70'-1' DETERMIt.. 70 I -10 70•-6' 10'-9• li'-S' 7O 70'-6• 70'-6' 70 8'-9' 9-4' L,++•MAX.SPAT FTX:WALL MOUNTING INSTALLATIONS. 75 t0'-1' 10'-1' IV-4' 1V-V 75 10'-1' 70'-Y 75 - 8'-9' ��L2+1 MAX. A7 FOR R.00R/COLNG MOUNTING 10 f1•EXCEPT THAT/.Va.aIUM 9fJRER SPAN 1+0.4 80 9•-10' 9'-19• 10--0' ID'-9' 80 9'-10' 9'-70• 'L-'AND MAXIMUM ASD.DELICT PRESSURE RATING F'rYT 85 9'-B' 9'-0' 9'-9• SO'-S' 85 9'-6' 9'-6' ULSTA,lAT10N5 INTO CONCRETE OR CONCRETE CLOCK FOR A GVEN NEGATIVE AS.D.DESIGN PRESSURE STWl EE UMITED AS FOLLOWS: RATING: 90 9'-3' 9'-3' 9'-5' -IO'-f' 90 9'-J' 4'-3•- DETERMINE: 95 9'-0' 8'-9' 9•-2• D•-10' 95 9'-0" 8'-0' 1- CONNECTIONS TO KEYSTONE FJOUNT1140 L, MAX.SPAN FOR WALL MOUNTING ONSTA�TIONS. 95 8•-9' e'-4' 9•-0' 9'-7' 7 5 8'-0• B'-4' LIMITED TO +64,72 p.e.T. AND 8'-D' SPAN, SEE L2 MAX.SPAN FOR FLOOR?/COUNG MOUNTING Ica _ _ MOUNTING&ON SHEET 7, RNSTATLAaONS. 705 8'-7' 7-I1' B'-S' 9•-4• 105 B'-7'-�'-7•-11' _.._.._._..__._......_. 7'-7• B'-T 9'-2' 110 8'-4• 7.-7' FINAL TWOMUM ALLOWABLE SPAN IS EQUAL TO THF. 115 W-2• 7-3- W-4• 6•-11 T1s JB-a= T-3' SEPARATION TO GLASS SCHEDULE MINMUMSEIWEEtt t,+.12F, L AND 3- 120_ B•-0' e'-il' 8'-2" W-9•� 120^ 9'-_0' V-11' S 125 r-10* G'-8' V-0, 8`5. 125 7'-.1 D• 6•-8• (4)CO70 ANCHOR SCP.E ULE FINAL HA%IMUM ALLOWAAL SPAN ANO tiECA1TIE ALA5.0.DESIGN 130 V-8' 6•-5• 7-ID' 8'-1' 130 7-e• 6•-5' MINIMUM PRESSURE RATING TO DE7EIWINE MAXIMUM ANCHOR 135 7'-7- V-2- 7•-9'' ..7'-9'- 135 7'-7• W-2• WIND ZONE sPAc1Nc. 140 7-r -5-„ 7•-r7-6 140 7•-5• 5-u• ASTM E-1996 SEPARATION _ 145 7'-3• 5'-9' 7'-5• 7'-3' 145 �7"-3• 5'-9'- TO GLASS 150 7'-2' S-7• V-4-_ 7' 0 150 7'-2' 155 7'-0' 5'-:i 71-2' 6'-9• 755 7•-0• 5'-s• 1 THRU 3 1" 160 6'-11- V-2' 7'-1' 6'-7' 160 6'-11' S=2•..._.. 165 V-10'_ 5'-1' 7-0' 6'-4' 165 6'-10' 170 6'-9• V-11• V-11• 170 8'-9• 4'-11'_ 175 6'-7• 4'-9' 6'-S•_-8•-0' 175 6'-7' 4•-9'� ISO 6'-6' 4'-B' 6'-6' S'-IO' 6,"• .'-e• 1� H V BLADE 1 B5 6'-� 4'-6' 6'-7' S'-E• NIS 105 6'-5' a'-G' 190 6•-4' 4'-5' V-6'_ 5'-6' 190 6'-4' .. _4•-5' 195 6'-3• .-4'-3' 6'-5' S-5• 195 6'-3' 4'-3' 200 G-2• 4'--2�.. _._6--4' S'-3' 2DD 6'-2• 205 6'-1• 4'-t" 6'-3' S'-t• - 205 61-: 4'-+• FLORIDA 611MLNG GM(Non High Velocity Hurricane Zone' 9 20015 EASTERN METAALL SUPPLY,INC. ® 1„1pHNHNrNNr, E M4 HIITM TiT e o �pC. 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T,W.wDEx.(w..re a 3 IVT SAM ANCHORS SP NR EGM -1/4'0 x 3/4'ALL POJI S SOUR-SET ANCHORS.AS Dt51RIBURD BY ALL POINTS SCROM.BOT&SPECW-TY COMPANY_(Ito.fe=3)ui) (a) COM WMEE FfEZ Fi MIG UP. F1 IMM Mag `CE.M HUM&Pf:S4Fi ILO7'4i - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP A5 LMUMIUifD BY FLORIDA FAMERS CM=.M.(WN re m 2 4a) 30140160175 1 90 120 160 205 301 75 90 1711 160 205 30 40 60 75 90 120 160 205 TAPCONlwd _1/a•0 TAP EER+ANCHORS AS YM'IEACRIRED BY POWERS FASTORMS.TNG,AW DSTR OUTER BY ALL POINTS 5CRE0,SOLI&SPMALW TAPCON WITH COBPNNY OR ANY OTHER APPROVED LICENSED OR ALMORRED VENDOR ROMSTE'RED W94 TRE AMCRICAN SHUTTER SYSTEMS ASSOC2iTON.MG 4 f O 9 8 a 6 14 11 10 0 a a 8 6 14 1 1D B 8 e 6 c DHREAD:•ORM T (kry rC-3 keV 3'-0• 14 12 ID D B B 8 b 14 12 10 9 a 8 6 6 to 12 t0 9 B B 6 B 5 7 DR UM 14 12 10 9 a a a 5 14 12 10 9 a a 8 6 14 12 10 9 8 5 e 5 ��. H 12 10 9 0 6 5 7 14 12 10 9 8 B 6 0 141%2 1019 8 8 6 6 ULUK.TAP t4 12 10 9 ■ 7 53 15 14 17 to 9 a 0 d 6 14 12 t6 0 E B 5 0 TAPPERAt)IENMW EMBEDMENT IMM POURED CONCRETE OF TAPCON OR TAPCON YTETH ADVANCED T1 RVOFDM TECH!ALOCt'ANCHOS AI®TAPPER+ to 12 to D e e s o u 12 10 v e e E a u /2 la 9 0 a a 55 ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP AHCKORS IS 1 1/Y. 14 12 10 0 8 0 6 4 14 12 10 9 B a 8 43 14 12 10 B B e i 1S A2)ICA`UUM EMBEDMENT OF 1/4'0 x 3/4'ALL POMS 50'JD-SET AR=RS MVI.6E 7/8'MTD THE POAM C O iCIMM NO EUB DMFM N 7I t0 9 0 0 E 4S 14 t2 10 9 d 0 a SS l4 12 1D B 8 a fl 4S INTO STU-CO SHALL BE PFRWIED.1/4'0-20 SS.VACHONE SCREW USED SIIAL BE 1 1/2•(ANG MRMUM SHMRD STUCCO FROST,AND l+ 12 10 9 73 SS 34 - 14 12 10 9 a 8 6 S la 12 10 9 B 7 55 + •Sa tr&w SOF USC FOP 1'UPC"FOR WALLS WTtH NO STUCCO, H 12 10 9 88 0. 6 N_12 10 D 0 8 6 5,3 14 12 10 A 6 8 4 43 &/06 0r S>6Il'IB 14 t2 10 D 8 7 a - 14 12 10 9 8 63 5 35 14 12 10 a d5 5 35 3 A.3)M GIST 71W PRECAST STONE.PRECAST CONCRETE NY PME1S.PAYERS OR AV£A'EER BE FOLRw CW THE E)OSTM WALL OR FLOOR, 14 12 101 9 1 8 7.5 43 - 14 12 10 9 a B 6 43 ti -1 2 10 9 d B 45 73 ANCHCRS SHALL BE LONG 040M TG REACH TIE MAIN S1TIICTUR-E EESNO SAD WALL FISHES.ANCHORAGE SNAIL BE AS 1t'On.ATED ON to 12 93 75 a3 43 - - 14 12 10 v d 7.3 35 a 14 12 10 9 d a a3 3S NOTE 0.t)&A. A9T1E.FOR R6TAUAT10h5(7N'V1NYL 591NO OR FllS MTM OR LYfTFHOIIi METAL SfUOs CONSULT THIS ENGMI3R.FOR 6'-0' L4, 12 10 0 0 B 5 - 1{ f2 10 D d e .B S 74 12 10 9 d 63'S 33 gSGWTIDN INIM EIFS WfM IRTAL STUDS SEE SHM 20. 14 12 10 9 6 a 1 - 11 12 10 A_4 8 6s { 3 14 12 0 &5 5S a 3 la 12 8 9 . d - la 12 t0 D a 5.5 5 75 14 12 10 as 0 0 a (0) TO ECSRHG CONCRETE OLOCIT:(A..TM G-DO) 14 72 B 85 u 3 - 14 72 la o a -1 45 35 14 12 10 6 1 5 35 1 -1/4'0 TAPCON OR TAPCON WITH ADYM7CED TFTRFA7FDA/7ECUNOI.OGY ANCHORS.AS MANUFACTURED BY I.T.W.[OAID'JU. 14 12 10 D d e - - 14 72 10 D d ) S 4 14 12 10 D 75 3.3 4 3 -1/4•0 x.3/4'ALL POINTS svUD-se arX2w1T5,As pSIRQIurED BY ALL F00I5 sGiEW.BOLT A.SPECIt'Tr COMPANY 1 4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAITFAC7URED BY FLORIDA FASTENERS DIRECT.MC. H 12 70 B 03 a - ^ la 12 B 73 6 4.3 35 - 14 O✓ 7_u{S 15 - - - / t4 12 10 ES 7 4 - - 14 12 t0 8 73 es 4 t4 i2 9 7 73 i5 - -1/4'0 TAPPERt ANCHORS AS wmrAcwm BY PowzRs FASTFJiETRS,MC.•AND owit lTm BY 1V1 Pours SCRM.POLE&SPECW,Tf M-- 11 1i 7 35 IS - - 14 12 4 7S 33 { - I4 12 9 7 8 s3 3 _ CONFANY OR ANY OTHER APPROVED UCENSED OR At1MORUM VF7+30R REGtSTERED WITH THE AUDMW SHORTER SYSTEA$ASSOCIATION,MC, 14 12 1 0 0 11 CS - 14 12 9 0 6 4 - 14 12 10 8 65 5 35 - NOTES, T4 12 a3 7 3_! J- - is 12-e,SS 63 1 3 t- i7!: 6 s a 1 - - B.1)MINIMUM EIMMWENT WO CONCRETE BLOCT OF TAPCON.BLUE TAP W/CAP MCOR'a AND TAPPER+MNCliwa S 1 1/r AND TA,PMN li 12 9.5 73 5 - - - 14 12 9S a 63 s - - is 12 a 6 63 1 - _ _ WITH aOVANCED T1IRFAOFT>pl TECHNOLOGY ANCi0R5 S 1•. 13 85 dS 5 35 - - 14 t2 10 8 0.4 6 -1- 14 12 6 6S S 4 B.-0. t{ 12 10 9 0 - - - 14 12 10 9 7.5 45 - - 14 12 OS 7 55 a - - 8.2)YIN3AUN EMBEDMEN[OF 1/4'0[J/4•µl POIMS SOVJO-SET ANCHORS SFWL BE EIMMY EMB^MR'D oB0 THE CON-.RETE BLOCK ND T4 15 73 6 l - - fi It 7 ZS a 3S- - 11 a S5 a5 M - - - EYDEDIENT MID MU000 WWI BE PERMITTED.1/4'6-20 S.S.UAMWC SCREW USED.SRANL BE H 1/2'LONG MIhVUU SHOULD STUCCD 14 tR B 85 43 - - - 1i 12'85 7' S.5 - - 14 05 7 SS 6 43 - - EXIST.AND 1'WNIMUM FOR WALLS WTIH NO STUCCO. 115 tl5 55 4 _ 1< 12 0 7- 5 C5 - U 11 ] S.5 45 35 14 Iz 10 0 73 - - R 12 10 CP 65 3 - - 14 iz A 5 5 4 - - B.1)M CAST TENT PRECAST STONE,MOAST CONCRETE PANELS.PAVERS OR MY VEH XR BE FOUND W THE MSTLNO WALL OR FLOOR. 10'-0'j1 t 7 5 33 - -- - 13 D.3 83 3 4 3 - - l0 7S S 4 3 - - - AVCIORS SPALL BE LOO'.ENOUGH TO REACH TH£FMN STRUCTURE DO'4D SAID WALL FDeSHcM ANCHORAGE SIOLL BE AS MC2ATE1 0.4 14 71 7S 55 - - 14 7131 9 6 S 4 - 25 93 6 5 4 4 NOTES AI)&0.2)ASOYE.FOR MSTA1UlTF0!6 CN VINYL OR EFS VYRN OR W:MOUT METAL STUDS CONAPT T7I5 ENL3Fi&ER, OS d S - 14 T2 8 BS 35 4 - 13 70 45 5 3 FOR 9NSfA:lATWN LNiO EFS WITH YEfA1 SRA^•SEE SF'EET 20. /4 12 10 - - - - - 74 l2 9 7 a 4S - - N 1D_' 7 L 43 SS - 7S 95 5 _ _ - f2 9 B 43 s 3 9 7 <3 YS 3 (C) M MIORS SIMLL BE vw&=roLLOw G ALL OF THE RF uLaNDATLcNs AND SPECnUD]NS OF T£MC+JRS VAV(k"A^RIRER. 14 ,0 T - - - - - 14 L" 7 S5 aS - - - 13 1,35 4.5 - 94 7 4S - - 14 1.m 6 S - - f2 It e a5 a (0) SEE SCHEDULE BELOW FOR EDGE DSTANM(ED.)VERSUS SPAC94G RELATI.ORP FOR ANCHORS, 12'-0- 1f 12 tl I3 10 63 5 4 - - - ELN' DISTANCE cP _ �F_�g,S_ErRS4S AIH SCHEDULE FOR ANCHORS, 15 a.5 AS _ _ _ _ - 11 8 53 4 35 - - a 5 4 3 - - - - LMMUM ANCHOR SPACNM AVE VALID FCR ERCT DISIANC£S INDO'AED 8ELCW.FOR E D.LOS 799 EHE rUATED,REDUCE ANCIDR SPACM 13 93 6 - 13 05 6S 5 4 - OS 8 5 4 BY MULIIPLYM6 SPACMG SNOMH ON SCIODULE BY THE FOLL00=FACTORS, 0 63 - - - _ - - 14 " 7 SS 4.5 - - It d.5 53 43 33 - - - RE7S/CETi SPAOCYu aBtr01ED IF.,640 FA.-EOR SHALL NOT BE LUSS IIVd W.,YUN SPACN-.DOMED FOR EACH AVG'.OR T17C. 12 - - - - - - f4 us 73 6 5 - - - 12 9 6 7s 4 FACTOR 10,518 - - - - - - 10 T5 5 4 3 - -I- 75 SS 4 4 - - - - ACTUTAL z3 a5 - - - - - 12 It a as 4 - - 93 7 a a - - - EDGE TAPCON TAPCON FW'/471ANCED ALL PORT SOLID SET BLUE TAP W/CAP TAPPER+ 13 95 &ZIS _ _ _ _ Ds 7s 5 . _ _ _ _ V B WTANCE 111READFDRM'IE ALL w.SPACGr. 14'-O' 14 12 - - - - - - 14 UOS 7 u - -___ - 11 85 33 sb t- - E0. MM.SPACNG-3' UIM.SPACING-Y N.SPACDNG.3 1/2' wL SPACMO v Y 3 3/4' 4' 10 7.5 - - - - - 9 -T 43 33 - - - - 7 5 3.3 >�- - - - 1 V GLAD W WH7tETE&IOIPIII02CRM 0MGME BRE. 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