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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 5 y jjam` 142. a+ua .."t �h •�#_ 3- a,°d ,�I L����.i�' '.`i""L ,z.i�-t,ya :*'"k 8-Home .j Lcq In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FOC Staff i SCIS Site Map ( Links ' Search Busines " Professial w,t product Approval USER:Public User Regulation � �� F.,wlnrt Am+r„vol Nmu>Prruf,rcr or Annnfnlian S,•arrih>Aonlitririnn 115 >Application Detail �I a FL C 'R FL369-R8 ' A., 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 React,FL 33407 (561)209-6263 bfeeley@easternmetaLCom Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer `rEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Ft.389 F8 CDJ h+.y n�(w- Qa(21ON CI NnNf IV HK:k-df Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 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 littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYY1 IH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06122/2015 Summary of Products FL# Model Number or Name Description I 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and 1 (Non-HVHZ)-Drw 15.086 bottom)for storm protection € Limits of Use Installation Instructions Approved for use In HVHZ:No FI 3s<t R8 IT A S.s A.INC. QAWG.15-f)M- dj Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. II Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure.N/A Evaluation Reports Ii Other:Large Missile Level"D'.Max span Is 12'-7'for 35 psf positive F -i 9 nRtF A S.S.A.tW, p:r-.R. D(tw(;•I5-bRb_pc f ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'•2'for 110 psf ASD load for HV3 blade w/o window blade and 8%11'for 62 psf,9'•6"for 55 psf HOblade 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 sf.See sheet 5 for otherons and ASD pressures. 89.2 sBertha HV Acwrdlon Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Drw 15.085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:NO Ft.�J.§s Ri ll R,.S .A,iNC. ORAVC_5. 8..) f j 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'-O"for 30 p.s.f negative FL389 RirAE ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVi blade,8'-0-for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'.0"For+75,-75 p.s.r,for metals stud mountings and W-0" I for 110 p.s.f.for HVi and HV1A working in unison.See sheets 7,11 and 20 renmectivel of Installation drawln s for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non•HVFIZ)•Drlvg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No 8 1( t,.S.S A.INC; 0RWt;a5.084.ndf 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 i Other Large missile.Max.16'-0'span at 30 p.s.f ASD load for Blade 1 F1'031) RH Asx A.6 S A INC n[•.R nnWc.is it�t4 cxif i and 18'-O"for Blade 2.See schedules on sheet 12 25 and 28 Created by Independent Third Party Yes �respectively Contact Us.::1940 North Monroe Street,Talfahass"Ft 32399 Phone:850-467.1824 The State Of Florida is an AAJEEO employer.Copyright 2007.201)State of Florida.::Privacy statement::AccesSlbility Suite— Under Florida law,email addresses are public records.It you do not want your e-mail address released In response to a public-records request,do not send electronic mad to this entity.Instead,contact lite office by phone or by traditional mail.If you have any questions,please contact 850.487.139S.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2812,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The mail&provided may be used for official communication with the licensee.However email addresses are public record.If you do net wish tosupply 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 4S5,F.S.,please click)LCL... product Approval Acecpta: 09® eLf,ffit SaY'UCI(\'At i-1 NUCti http://www.floridabuild ing.org/pr/pr_-_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.BSRTA N.Y.ACCORDION SHUTTER SYSTEM SHONN 0..4 THIS PRODUCT EWdJ5ATWN OOCUME7f(P.EO.)—SEEN VOTIFTFD FOR COMPLIANCE 01 ACCORDANCE MFH THE 2014(Sth EDITION)of THE FLOF19A SRLDLNG CODE THIS ACC..SHUTTER SMU SKULL.NOT BE INSTALLED AT NCH YDDCIIY HURRICNNE 20NFS DESIGN WIND Laws SHALL BE DETERMINED As PER SECTION 162,D OF THE ABOVE MENTIONED CODE FOR A BASIC MWD SPEED REQUM BY hFE JM W CtICN MORE SHUTTER IU TABLE OF CONTENTS DU INSTALLED WITH A DIRECDONALI7Y FACTOR Kd-11.85,USING AIDE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TERU 15,19&21). IN ORDER TO VERIFY THE ALIOJE CQMDBCB,ULTLUTE DESIGN WIND LOADS D:UNNED PER ASCE 7-10 SHALL BE FIST REDUCED TO A.SD.DESIGN WIND LOADS AREA•1T HV BLADES(D dI BY MULTIPLYING T1R3I BY 0.6 IN ODEERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED 044 SHEETS 11 THRU 15, 19&20. GENERAL NOTES SI$E 1 IN ORDER TO VERIFY THAT ODLIPONENTS AND AIFCHOR.S ON THIS PED:,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE 94 ALLOWABLE STRESS FOR MND LOADS WAS HZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HXMfER,A WIND DURATION FACTOR 00.1.60 WAS USED FOR VOUKAT)ON OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SINTER SYSTEIYS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED,IN ACCOROMCE MTN SECTION 1609.1,2 OF THE ABODE UE117MED CODE AS PER ATL REFORMS: TYPICJII SHUTM ASSEMBLY 38-44 SHEET 4 TYPICAL WWDOW BLADE&WINDOW DETAIL -N+BADE O/0214.01-03.(0715.01-03,11004.01-05,/1214.01-05.J0317.02-06.106CM01-10 AND 10210.01-11 AS PER TAS-201,W-202 ARD TAS-203 PROTOCOLS AND ASTM E-1886ARFa ?: HV BLUE(110 AND w WINDOW BLADE Q AND E-1996 STAN6YflS(MISSILE IVEL D.WND ZONES 1,2&3)&/1220.01-10 AS PER TAS 201,203&20.1 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -1N WINDOW BLADE 9/0505.01-OB AS PER ASTM E-1666 AND E-1996(MISSILE LOO.0,'AM ZONES 1,25 3)EASIC PROTECTION ONLY AND/0725.01-ee AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NODES ON LOCKS SHEET 5 DWAIIATION DETAILS A-F,CONCRETE/BLACK SHEET 6 2.NJ BLADEQ AND FN WINDOt!BLADE® ARE OXIK FRED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-1A CDNCRETE/BLOCK SKEET 7 3.BERTHA N.V.ACCORDION PNS(NV SCIREM),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SKULL BE 114x275 AND 114x1.75'RESPECD VOY;410-HF MINIMUM SEINES CEHTERMATE DETAILS 1N SHEET 8 STAIN=SINE.SCREWS WITH 135E Nil YIELD SMREMCIFN AND 100 Doi TENSILE STRENCM.PINS SHALL Or COATED WITH BERINA FN DALROSHIE1D COATING SYSTEM AS MANUFACTURED BY APPROVED CE+TERMATE AL78MTING DETAaS HA SHEET 9 COAIIMD APPLICATORS,REGISTERED WITH AMERCAN SHUTTER SYSTEMS ASSOCIATION.FINS MUST MR THE HV MARONG ON THEIR HEAD. 4.ALL ALIT&NUU ErTRU5lO5 S QLL BE ALUUNUU ASSOCIATION ALLOY AND TEIMPER AS INDICATED ON SHEET'S.2 AND 3.MIMMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS MO id AND 35.7 W FOR EHO CONNECTION DEUAIL9 1-6,CONCRETE/BLDCK SHEET 10 6065-15 ALLOY. NAMMLIM SPAR TAB1£5 SFCE7 17 A=ICR SCHEDULE-CONCRETE.&BLOCK SHEET 12 S.ALL SORMS TO BE STAINLESS SMO.304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN.=15 WITH 50 W MIN.YIELD STRENGTH AND 9D EN MR TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA B ULD94 CODE SECTION 241L3,3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK .SHEET 14 D.BOLTS TO BE A67U A-307 OALVAIMM SM3.OR AM 304 OR 310 SERIES STAINLESS STEEL WITH 35 Moi MINITUM YIE D SIRENGDL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLDrANC SHEETS FOR ANCHOR SPECIFI000107S NN WADE 171 12,13.14575 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 Iry BLADE O&0 WORKING IN 1WSON:12.13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 &TNS EF7T1U KY.ACCORDION SNUTIEFR SYSTEM GEARS A U.S 9,592 PA1Dii 16'77COMPONENTS OF ITIS MPROJAL ARE COVERED,IN WHOLE DR IN PART BY US.PATENT 15x58,173 ISSUED 10 EASTERN DID CONNECTION CETP.N.S 7-12 a x:WOOD SHEET 16 YEAAL SUPPLY,INC. 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INC SOUNDNESS OF ThE STRUCTURE WHETS SHUTTER IS TO BE ATTACHED 10 NSUfiE PROPER ANCHORAGE.CONTRACTOR 70 S!A_'/CAU:K AREA 3: W WNDOW BLADE ONLY ALL MITER COMPONENT EDGES MHCH ROM.TIM FASTENING IN CONTINUOUS COMACT WITH THE BUILDING TO PRE%-ENT MND/RNN 9NMRU5ON, TYPICAL SHUTTER ELEVATION SHEET'19 10.EACH UNIT MUST BEM PERMANENT LIBEL.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME DINNER,TENANTS OR OTHERS.MUST PROPERLY CLOSE ALL HY AND HO CEMDNMATTS AND ENLACE OR L.=ALL HV NO No LOCHS. AREA 4: HV WINDOW BLADE n ONLY 115 SHUTTER MANUFACTURER'S.LABEL SHALL BE LOCATED OR A READILY VISIBLE LO^TION AT ACCORDION SHUTTER IN ALCORONXZ WITH SECTION 1710.8.3 OF FLORIDA BURDNG CODE ONE U93.SHALL BE INSTALLATION CEEAIM METAL STUD WALS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COUPLY WITH SECTION 17104&2 OF ME FLORIDA BUILDING CODE. 12.BERIM N.V.ACCORDION/SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TAS DRAWING PLUS ANY BUILDING AND ZONING REGIJLNTON S PROVIDED BY THE JURISDICTION MERE PERMIT IS APPLIED To. . 13,(I)THIS P.EO.PREPARED BY TMS MCNE R IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE S'EI::KLC PF70RECT7 L.WHERE THE SHE CONORNONS DEMTr MOM THE P.EO. (b)COMPACTOR TO CC RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT,BASED ON THS P.E.O.PROA,DED HE/ShE DOES NOT MUTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS OOCUUEFIT.CONSTRUCTION SAFETY AT SITE IS THE CONIRACIORS RESPONSIBILITY. (c)THIS P.ED.WILL BE CONSIDERED MAUD IF ALTERED BY ANY LEMS OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNCER OR ARCHITECT WHICH WILL BECOME THE-ENGNEM OF RECORD(EO.RJ FOR THE PRDJEGT AND WHO WILL BE RESPON9f91E FOR THE PROM USE OF THE P.E.O.ENGNOER OF RECORD,ACII NG AS A DEIIYATED ENGINEER TO THE P.E.D.EIM.INEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAM-DIGS FOR REVIEW. r (e)DRCRHAL P.EO.SIAU.BEAR THE DATE RIND CRII-MAL SEAL ARID SIGNATURE OF THE PROFEMOWIL ENGINEER OF RECORD THAT PREPARED T. m FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone :�.r,�A 0 2015 EASTERN METAL SUPPLY,INC. P /,° BERTHA H TTA Fi .vAccordion Shutter System I L Eco 7w., A.S.S.A. HV.RX E#1 W1 OR W10 FIV.WNWN aXE American Shutter Systems OLSCP'FROY w1c DEAiR m NL TICCIT TESTING d[ENGINEERING COMPANY Association, Inc. 1 OLD 17-192 4/73 15 wte 4Jf3/75 NE San a.sw 315.WC31A GAR.DOM ramA MI I Pna�e:(305071-1530.I-:(305)071-15)1 4Z6t1 Westra0ds Drive z DRAWING No --mut, � a mom:wle<oaouc« West Polm Beoch. FL 33407 s /ANAL EN� ,. CEO-OIXA719 P.E. 4 A.rLUr 15-085 SHEET P.E. SER4,111�� L 1URE/)ATE RORa U c 1 441G75 1 OF 20 -Yr fsli eimr 1tA00 vAMES .918• 1491' Mo.• 1..20,Q• ,05 _ a, A.RS SOi ID BLADE �3 }ry UNIVERSAL FLOATER 1 0 5 HV 90'/180' RTE COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV GLADE TD ®HV DIRECT HV BLADE I @HV WINDOW BE*LAD6005-T5 ALLOY AND TEMPER OUAUFIED FOR USE W HV 6061-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADEQ 37. ® 6063-T6 ALLOY ANO TEMPER .37w- 6063-T6 3" 6061-T6 ALLOY AND TEMPER •T?�•.� t . {TTPa II /_ ..__ .994• 1.000• a 72 8A2 • o als• 2.092' 9239�„ UHT WALK—OVER TRACK HY BLADED QUALIFIED FOR USE w/ HV 9 NV TRENCH TRACKbo63-T6 ALLOY AND TEMPER BADE(1� QUALIFIED FOR USE W/FN ��6061-T6 ALLOY ARO TEMPER BLADETONLY. �.t`l HV RAINGUARD GLADE�1} G063-T6 ALLOY AND TEMPER QUALJFlED FOR U W/ HV 6061-T6 ALLOY D TEMPER vne�E6 1.9X' BLADEiT t' t.915• VARIES 6063-T6 ALLAY D TEMPER vA LWL _ • 1-1-.9-1-7' g� ( ' - 083' � �.. 083' • -t 093. 091'. ____._.... .100• 1_- 1 d .60' n� p60• y 670 '�1" .093'• _ o r 670 kA1.686 g o ielo 29.__......._ Ss 1 HV HEADER/SILL €7D 11 HV CEILING HEADER � 13 HD CEILING HEADER/SIL. -`5z9• � i ONLY, QUALIFIED FOR USE W/F1V GLADE kVONLY 6063-T6 AHOY AND TEMPE QUALIFIED FOR USE w/ HV BLADE TD 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/LN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER GLADE 1OONLY. 6063-TG ALLOY ANU TEMPER COMPONENT A 6 71 72 Itj 2• 5'WOO: 1/8• 1/6' 2' 5'MAx.10.192• 0.192" x 1�6 SIDE ANGLES 1— CORNER PASTS OUAUFlED FOR USE W/HV ALUMINUM ANGLES 19 2,5' r wy-10.19W 0.190• b BLADE( OUAUFlED FOr��r USE Yl/HV + UA11FlE0 �RCUSE W/NV 6063-T6 ALLOT AND TEMPER BLADE(J,)ONLY. ,[} GO63-T6 ALLOY AND TEMPER 'C7 I 2- 5'MUL�0.139" D.131- 6063-T6 ALLOY AND TEMPER 110RIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN W.7AL SUPPLY•INC. ENSF'�� Q S � A ERTNA VTM Accordion Shutter System V E. ��co ,nc. ■ ■ ■ a Itv adDE�I w/az w/o I(v-Waruok►►RAE *= L. ILLTTL. American Shutter Systems Daa�11o„ arz MW : Ni • •; `/, /. � TTESTING k ENGINEERING COMPANY .O�,�STA E DF w 61A NN.seu s 5".au.eR•�9A ru..ua,aotmt u; Association, Inc. , DID 11-192 1/1S/IS Wt- -4/13/15 �' ����'�' masts;(3a1)e7t-ts3o•Fn;(305WI-11314268 Westro0ds Drive z DRAWING No fIDR Co\� r mWo00679�� West Palm Scoch, FL 33407 s 06 •••n a '�``S`Sl N{`i,.�'`',•x MTER A TUn Jr,PS- ` SHEET 085 P.E.�EV7tE+%BIGt�M1RE/DATE L` 4`i� s 2 OF 20 4.460' 9 x FIAT iF�.+D • 1 1Td3/Dal fgV53 DiVAl 1 4•_Y5 4.76• 49' / 2. 3' .745' c s3Ns OWED P�Wllw fiw(m PN118D 'R30ADta, c7sl RP. w •�• r - _ 9 ...I LtiL�55 eltee70+ -w 2 HV CENTERMATE a ='-T ® HV EGRESS LOCK QUALIFIED t k ONLY, o 62)RV FLOATING C ` a a• QUA OR USE W/HV QUALIFIED FOR USE W/ HV 60fi3-T6 ALLOY AND TEMPER QUA FOR USE W/ HV BLADE 1 & 1 ONLY BLADE 1eR®ONLY. BUU'DEQ&®ONLY. 6063-T6 ALLOY AND TEMPER H ER CENTERMATE Q VA FDD FOR USE K%HV BLADEUI ONLY q- , 6003–T6 ALLOT AKC1 TLdPCRPiJSDC f'16' 4.45' MOLDER TO��, 60'A£TFR RIVETING °g' 1/4"A-20 x+3/4" -BEFORE 2Q RIYNUT• SS. THUMBSCREW 1 • *MrLTS 944 AlWW(2024–T3 N10Y)IMCE MNCE TIMI SKYT MIT".PW 7 anM AS MMUc CW=er Ama �d E EVOXY! HV MALE "T" LOCK CENTERMATE 4 Bse' _-- a4D3EY TI r V PA+mPr ,R NEY 4TRSLY R7os4 oR ECUAL LOCKER FOR "T" LOCK CENTERMATE QUAJFIED.FOR USE W/I4V BLADE(t�ONLY Qg HY FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK ® HV ALTERNATNE LOCK 6063-T6 ALLOY AND TEMPER"-' �-^' OIWJFlEO FOR USE QUAURED£OR USE WI HV QUALIFIED FOR USE W/HV BLADE tOONLY OUAUFFM FOR USE W/FEV BLADE(1�ONLY W/HV BLADE`0 ONLY. BLADE I�t ONLY. 6063-TS ALLOY AND TEMPER 6053-76 ALLOY AND TEMPENR� -- 1 J.161 063' - 1`JIYT!FY�? CTiINCER 0R .214• •06} A6Y CYUATJER .214' .565' 0.875'Y,n. , t.125 Ma. H TER 0 0 �U HD CENTERMATE Y(/--L Q�LJJNGMD QUALIFIED FCP.USE W/HV BLADE 1),& A QUALIFIED FOR USE W/ HV BLADEUI 'u6063-T6 ALLOY ANO TEkPER i T 'S INSERT 6063.6 ALLOY AND TEMPER � ; w ID VAWE4,t2'N2i. 02611FIED FOR USE W HV BLADE(g&Q3 'n - 6063–Tfi ALLOT AND 1 IENPER j -TFiUAt81UI01 ACCM TNW¢SCJfxa fi/2' C,UNDcYi (wr OCD= t` DOOR KEY T.57 uln. GYUKDt72 1.76•Ma.. LOCKING ROD L.376. 1/4-0 HD ouAunm roR usE w/Hv BLADED +i1 /g"p_16 ACETAL W- 1/4" 0-20 AISI 304 BY RECEN;HARDWARE MORTISE LOCKS SERES 2333 NOOK DOLT LOCK. 6063-T6 ALLAY AND TEMPER JERIES S.S. THUMBSCREWS QUALIFIED FOR USE.W/WBLADE'1 & Q &NSTALLATiON WILL REQUIRE A 7/16' HOLE t) S QUA.RED FOR USE W/)N BLADE Q DRILLED AT TRACKS FOR PROPER EMBro)4LLW QUA.FIED L 17 BLADEtvt} FLORIDA BUILDING CODE(Non High Velocity HUrfiCODe ZOne ®2015 CASIERN NET/,SUPPLY,INC. �.pENSF'J9 ° F31ERTHA HV. stem IA.S.S.A■ KV,RAM# W/OR /O KV.W DOW MA L E C O E7mc E American Shutter Systems L,, Tc oarz oP,o N D; Iu TILLIT TESTING&ENGINEERING COMPANY k Association, Inc. 1 OLD a-162 </u/IS ATC 4/u/fs res K.{T.3CN sL.a..aa5:T4Tw^.T4 eu7e(rs,nonoT:31 - .��s-EL13R�T r��r PAPn,:(x5)571;s3o.£a.:(305)371-1531 4268 Westroods Drive 2 DRAWING No '•••......•• a-m,.6it-0.61 cons West Palm Beach, FL 33407 3 A; � wALTfMA DDS77t9r,PE 4 15-085 FLORO4 Lac.144 Tuff (67 5 SHEET P.E. SE !/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV(1 HV Q 3/8�°# 4 12'UK 41 BLADE 1 TO BLADE P (D WI ! 1 .tars'�--=•j ® W BLADE IA ® tl• M HV BLADE'S 1073• Y LONG RECESSED NYLON BUSHING �xn KNUCKLEo 0 / 06229 T. ® HV SHORT RECESSED LHON BUSHING HV NYLON HAT WASHER (j)OR® �y� E I STwr paarla� R1�/� s A' i ® )IV WHEEL CARRIAGE NSI 302-303 SERIES 4 _ /�'RI 750• 7( n 0.670'x3/16'THICK NYLON WHEEL 3 I I y� - - Inwwaow r+ N 2)/a•NRL O.IBB'0 A)SI 302 SERIES S.S. RIVETS 3r5'a �,�ON a. j aEr*MN Dazs' M25_MADE ® HV 1 3/4'ACCORDION PIN W/ §8 HEAD * EXTERIOR -y b pp �5 3/4' ® HV 2 3/4"ACCORDION AN W/¢8 HEAL) # •I. 41I s7 j' 0 14 •� .7500, i,/a g ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i I g 'T ; BEL 'TYPICAL HV WINDOW BLADE AND I POLYCARBONATE HV WINDOW DETAIL � � 'I I � (DOR 0 j C5+ or @ ((SEE NOTE FOR REouwDaNTS) ; E(D *PoJ;�(A�QNa�JMPACTR SISTANTHV WINDO'NBAYER MAKROLON3103 POLYCAR60NATERESINS, UN-STABILIZED GRADE OR SABIC x 1TO R;DE m INNOVATIVE PLASTIC LEYOX 103 RESIN i (SEE NOTE "F. ON SHEEP 19). o � (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® Nwo BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tD OR ; I +9 I f POLYCARBONATE SOURCES FOR EXTERIOR HV®BUiDE. 'TYPICAL SHUTTER ASSEMBLY ` rn<u pkxom v#� N'f•S` k •NV pRi d7 aR((Se�AT Rapp¢ �i�i mu (2) HV PIN ©MAY BE USED IN LIEU OF 0 AND ONLY AT €� E7f EINOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 10]24• I BLADE'S KNUCKLE. 9L dCtl (SEE NOTE o FOR s'a+c u:n asw ora: 0007 eµ,• oou�a/�; BLADE WHEN CORRESPONDING TO INSTALLATION "11 . SHEET 7. 04µ Q 3 REGU;R WENTS) �- ! 1 i = Tm=Tom➢51 J rh kt'Y°W .9AW P Z 04�p.ti f1D.I1R)L 5rRtM.�,111,FID ASTY 0,011 40=psi i7,4tV Psi (3) HV PIN©OR @ W/ 1f2- O.D. 1/15"THICK S.S. WASHER 0 ! � Ij tvnuu,wrouvs wtsu tno -10009 w.c P,t SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8�pr�,� jls I aeecc I I ru1c�RD 4'Cp Asv LTTE rR R-a! R rt-a+! SHEET vaDF�-r� WHEEL CARRIAGE DETAIL x R4' ASSEMBLY LAYOUT arE or t u9K cu Dao c-,Q= o-% o v TI.T.S�- 50r rx:wn NTI Dtm low T My �--- 7m'6a[�ax A9ty cta (& HV WINDOW BLADE DETAILS �ry� �� p��BLADE SOLID ���°°r' �"� 6lor psi RLR9 Psi �s FIORLDA BUILDING CODE Non High Velocity Hurricane Zone A zars FAstERN uEru swwLr,mc. _ • r,, �r , THA ter S-IL EC.O A.S.�.A, Accordion Shutter System KV.BLADE#1 W/OR W/0 KV.VANW1V BASE TILUT TESTING &ENGINEERIHO COMPANY American Shutter Systems p�„p„ Vett MAWN BY. uL ATE OF eyv N!L!pH T u 715 vrmw un°taa rtea0a 17,s AS9oclatlon. IAC OLD 92 4/13/15 DATE 4/13/15 Fn .:(-105)671-1=.F. (7os)aw-ssst 4268 Westroads Drive x F�;.•ORIDP <4��` a-mot Wu.,Q.0— DRAWING No West Palm Beach, FL 33407 s ou E�G��``� n Jr.RE, sSHEET 15-085 P.E.rSrilft�BTt`AL1RE/DATE a SH a of 20 f�Sa k td � *NOTES ON HV LACKS AND CENTERMATES: A e e o 'f.9• tl x s : I �n�'�`� 1. tM CONDITION ift ONE W LOCK @ or iSPANs SHALL BE UUP SED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12*ABOVE ELEVATION. lOC1C }or g2uA BEMUSED AS AN INSIDE OR OUTSIDE LOCK,A ACHED TO AND FOR I TgfS„�T ANY CCIM50NTES W/(2) 1/$P-20 z 1/2'LO`40 FIAT HEAD S.S.N.S.LOCATION OF I=SPALL BE AS¢INDICATED ON TYPICAL.SHUTTER ELEVATION. LOCKS2.OEM OR NAY BE USED AS AN L roR DFE OR OSE LLDCK CONNCE OR FOR ECTION SECURITY LOCKS PURPOSESTO CCENTEUP 70 R RTES OR�y SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCA N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ElEYAT90N. OVA- _ 3. J2 6 USED whWO H.V.LCONOMQN OCKS1,LOCKING ROWHENDS ARE NOT REOUIRED AT URTICANCONDITION 01 OR UMrTM T POSITION,11177 NAY d 5 �o>t Ota ti�4 ,�'•'� BE USED IF DESIRED TO ENHANCE SHUTTER PERFO E LOCKING RODS�OR AN ALTERHATTVE DE ICE MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSMON). rr. — 4. Ot♦=FIV LOCK 1 ®SHAM BE USED AT CORNER CE?RERUATES FOR ANY SPAN a - C7II AND P15FALlATI0N5 AT ANY ElEYATiON.HV LOCK or @ SHALL BE USED AS AN OUTSIDE,OR INSIDE LOCK. ATTACHED TO®CORNER CDNIERMATE W/(2) 1/4 4-20 z 1/2'LANG FIAT HEAD S.S.u.5.Two LOCs(IIiG BOOS AT TOP&BO M SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATYPICAL TED ON SHUTTER ELEVATION. MAXVMUM SHUTTER SPAN SRkL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. Q� �yfGg Rp S. I g ! •ONE ALTERNATE W LOCK MAY BE IN ULIJ OF HV LOCK or FOR ANY SPAN AND ?g�YA? �� INSTA.IATlOTS AT ANYATI.N.AL ERNATE I.00iC NAY EIE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT d< i OF 1/4'0-20x3/4'S.S.THUMBSCREW TD 0 OR 0 CENEERANTES SHALL BE MACE W/1/4.0-2Dz3/4'ALUM. HV RNNUT AS SHOWN ON SECTION E.SJNE£T&ON LOCK SHALL BE USED AT 1/2'OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. S.wJNQKTl 4Y CONDRIDM FDR KE`RmNF YOI1hftRNG All eTKKNS ONE hN LOCK or or®SFLc:l.BE USED AT 1/2 OF SHUTTER SPAN FOR PINI'SPAN OR 12'A80VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 06',AND FOR MSrALLAPORS AT ANY ELEVATION. W LOCK @ or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO C'or 0 SYMMETRICAL CENTERMATES W/(2)1/4-20 x 1/2'LONG FIAT HEAD SS. SEE END M.S.LACARON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. USE DF LOCKING RODS 0 W/ �COhINECEIWN 1 + OR TOP AND BOTTOM 5 COMPLETELY MANDATORY. DlETS ON D r E N 1 J K L W T SHEtl V D • V SLEEPS 10 h Is FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER CENTERMiITE �� ONE ALTERNATE HY T LOCK((�� MAY BE Il6�AILED IN UEU OF HN LOCK5 OR Q$FOR ANY SPAN AND 1RS'fALiAT10N AT MTY ELEVAl10H.ALiFEUNATE LOCK(10 AMY DE USED AS AN MADE OR.CLI LOCK ATTAMWErNT OF LOCK®INCLUDES USING REINFORCING LOC' ,AS SHOWN ON SECTION HPG,SHEET S.WHICH MUST BE 10' ^ '@-0-@ w —•------ OoNNECTED TO CET iawATES®AND @ w/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT w/7/8'0 x 3/32' � • • 0•� WMCNUT OR W/1/4'6-20x1'SS.M.S.INTO A 1/4Cx 5/8'RNNUTdOCK MAY EE INSTALLED AT MDSPAN OR 12' 6 .7 w 6 7 w MAXIMUM AEIo�AND BELOW NIDSPAN.USE OF TWO LCCMNG RODS TOP AND EOTOM IS MANDATORY. @• NOIa +lU8 1008 •®w 11) 9' wV. wC�• *NATES CKS & CENTERMATES: 7.HD LDCX �/HD CENTFRYIlTS 3 OR'M W4(3A ALTERNATE HO L.OpC Q MAYBE USED IN UETI OF _ PICAL 1 HV BLADE SHUTTER ELEVATION HY L559VM p TOR ANY SPAN AND INSTALLATIONS AT ANY ELEYATKNN.ALTERNATE hD LICK 8 MAY BE USED N_T.S. AS AN I SIDE OR OUIS✓DE LOCK.ATTACHVENT OF LD LOCK e'7 TO @ Is W/3 i8 z 3/8'F.H SSUNS..AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-HIB AND EDC-HNC,SHEET 10.LOCK MAY BE MrALLED AT MIDSPAN OR 12'MINIMUM BROW OR ASUrE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OP vNAL I on High Velocity flurticane ne 2015 EASTERN METAL SUPPLY.INC. /�,, BERTHA HVTM i7 TL E C O �Nc. Accordion Shutter System KY.BADE#1 W/CR W/O RV WIPUON WM Harr TESTING& ENGINEERING COMPANY American Shutter Sysferas DacAmo DATT ORu�er ML a S TATE OF - ; E3:5„...k�x W.wJ v c anTxs R>xa,>31 Association, Inc. , 010 1 s-Isz +/13/ls DA c 4/13/,5 _.'q,'�.`` (W5)e71-1510.Fc•:(305)a71-1571 4268 Westroods Drive I I DRARTNG No •- w's—ftWest Foim Beach. FL 3340: 13 15-085 'l,i, /ONAL EV'.''O` MLTER A.CO0LIT7iNr.PE 4 J/I r s\\\ FLCROA Uc /44167 s SHEET P.E. SFJ+SIJAWRE/DATE 1 5 1 5 OF 20 CRETE ANClIORS POURED CONCRETE POURED (SEE SC7EDlAE ON O.4 CONCRETE CLOCK CONCRETE SHEI f 13) RE(:lAREO 7/4"P-20x3/4'S.S. REp� T9R � (�SC f UI'�E 0�`1 'tly%It/<'-20 CONCRETE ANCHORS 1©18 at(9E MANRNO Q ON$)w 7) W 13) NUTS O 12.O.C. (SEE SCHED(U ON SHEET 13) Y 1- Wn 1 b2fhr3_ ( S Nq 14 s� USING 1/4'-20 HIM --- 19 2' O 12.O.C. 1/ /2- E U.+ .250Me.. I - 13 OR 5 / _ --• 13 01 IS ! 1 .25a-U.. : , i l Yo•. E ss s L , OPTION& w SUN*a+ 1 1 t LUX SEPARATION 70 GI-SS 11 1Oi e,a mAlO ---OOR E1a5T04G ESOSONG ur D/Da® ' ' ' UN.SEPARATION TO H�t55 I t CUSS (SEE SC1iDULE Ci SNGrr il)'-"`J r-(SEE salEDOLE ON SKEET 11) _.�.... QA HY WALL HEADER—sN7ST—AL'l.AT10N �� 1 ' ©HY WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION •1• KEYSTONE ' UN.SEPARATION TO GLASS t nCA55--� • - t ,`—'(SEE swmt EE OY slim- 1E) t Q,r..�a ( ( {t�iOR I� UW..SEPARATION TOaAss ' —O �".It FORr4xc ywtT'-,�, ,� ,—(SEE saoxu ON stimT 11) Ox ss77 19.a H7 1y ��-OfznONAL ' , rura077c Qq � � � E7m'Tttw.-..-� ` ' ' K. — i 1 1/I OPTtQWi t Naz.13�, E f03w�iumtiOR t 4 1. _ 1/4.0-20:3/4'SS.PEGPST7'.U5S HEAD 111/4'0-20x3/4'S.S.PKLUPS UACYNE Sa1EM5 U50k.• CONCRETE A401ORS TRUss HEAD UACIDNE sCRENS CW7EfE ANCHOiS 17/4-20 NUTS O 12'O.C. (sa W/ 1/4•-23 MITS O 12.O.C. PONtED CONCRETE (SEE SCIEDUIE IN7 SNE£f 13) { M=n- ORCONCRED = SHAT/3) rfanam D 1 J1 1(� MULE CH ( HV WALL SILL INSTALLATION POUTED CONCRETE SHEET 14) 09 CO"CIMTE ELM WAU REOU-RED EC� HV WALL SILL INSTALLATION NINE FOR`OMBNAIM D:ECPQwM, INSTALLATION DETAILS W 1-SEE SKW 4 1`02 TYPICW SHUTTER •E V.m EDGE DISTANCE ♦SFE IIWrA1roNS Or USE FORASSDA&Y � 22- UOUNTWG SECTIONS CAN BE CNDUEO. (SEE SPmnrAPOHS 017 SHEET 13) eTADE®ON SHEET 18 \Tl HV BLADE V4 A.WL WAY TO SUR ANY WSENtATION. un+Rrn FLORIDA BlUNG CODE(Non High Velocity Hurricone Zone 0 2015 EASTERN METAL SIFPLY,INC. BERTHA IM r- Accordion Accordion Shutter System IA S� A KV.aAV- #1 W/CR w/0 KV.WMW RXE American Shutter Sysfems ==,a7 DATE MAIN m; R.1, .p: �iNIt U)' TILLIT TESTING & ENGINEERING COMPANY 9'•, 035s N.w.sr.n.se_Rx.7c5.tawA c✓Fo_'s.1fOR1?1.1.17 AsSOCtdticnx Inc. i OLD 11-192 4/13/75 am 4/13/15 30 PI :-(305)671-15 .I-:(305)771-1571 4268 Westroods Drive 2 DRAWING No c�S'•-......••'G\��� •-* a« West Polm Beach, FL 33407 s WALiER�-OW67 Jr. P.E. 1 5-085 y gyp161111 rID3�A 1k.0 44167 5 SHEET P.E. SEALJ�r��NATURE/DAIS IS 6 OF 20 C0.'rtfiE�E ANCHORS POUREM CovcRErE (SEE SL AMU ON SHEET 13) I m CASs 1 OR msnNc 1 m mag. _1 `(s¢zNrmuE REOU42'0 e'DCE OF '? 1 -I rot arAAvbl ; StiaII n) ff i a sHux,a,CAI APRtGlBLE pt�� axasmteg ✓ ` ANCHOR LOCATION I i /10+3/S•HO(WASKM NFAD W.,11 a 1 OR 15 7/8 tM Tp(SCREWS m12'O.C. EOCE OF � CGICREM ANCHORS ff`l' 70-.---" (SM SCHEDULE ON slim 13) APi'UCAILL FJIf5TI7Ni ; GE OF CLASS--• FACE OF--' P tF 11/T t EDGE tFPLEAB(E APPi1GECE SAO ffNat 2wromOH a. c4. APPLIGtAE POUREC ` FLAT HEAD CONCRETE ANCHORS CONCREM L CONCRETE (SLE SCHOWLE ON SHEET 14) ara LiRCWas rma 1 OR P00 .._. .... REQUIRED { OAosOog ® RE ED E.D.`---- a D. (SEE SCIHOULE OWN S+EAET It14 11 .TRENCH INSTALLATION (7I HV WALK—OVER INSTALLATION DESIIGGNaxLy PRE RE RATING A �&FOR SPANS PER (F� HV FLOOR INSTALLATION t SCHEDULE p3.SHEEr n � HV CEILING INSTALLATION 0=j. dt _ CONCRETE ANCHORS '•—a O -'�"-' r r S c+'Ef%5EDIR£ON 1/4'0 A TKM W Sar 10 } t } GLASS -- ;Asrm -r TEOao M CR t/CAL`10RTS Uj a Da STING E o+t�rArr�ce am GI�55-i rwResl6 7'mFota A'oos s! UAX } } '-'{t'II coimaa w afA n1 —O vsMcto+m I t 3/4 url DIMWIT o e' ca { --�(sti weous a a t q at:rtu uo ro a'-a'svuN Aro p'U'f11 7{ 1 .•ae.M mus wm DWI :' 1/4• 1 d-O•IP io C-O'fVX APPLY f srAvxT +Dt rG0 .r 7(r__F­ 3/ qvj( s[Er,I t/2 6 ma. Tnx SCRENNS �..0 1T o.c.!14x7/t' rHIX F:FJD1 -)- 1 8• • -tNIXSCRENSO9.O.C. _ __ •••�• S5 95 Oft 1 40-20SS.M.S. ORS _ _ 6 7 7 114x3/4-SA.S. _ _ i 1/4' JtS 0 9 0,c t _ ua=. ,? S. o,r ac---- 17rn 18 1/2 t•. 17 18 200 uw. (DECGR•rrs .. 2U A —EDGE� 11SEE4w1/aNO.'F.H.SDS. .,3W7. 1 7 5 1 T/a rnxcRErE waDas r NOTE 13(D) O �co-CME p PORED CONCRUE-• (SEE SCLEDUIE ON oil SaHEET 1 POURECONCRETE ON SHST_P i •. •::•••.:,,' i. _l 0 --- -S OR CO9CREr.BLOCK SHEET 14) OR CONCRETE BLOCK UEOWWD REQUIRED ►�( KEYSTONE MOUNTING INSTALLATION {PfiDNAI. w'XR+eai� Com P NA1M.L n. I>LJAS:.w.-77 otf CONCRETE HV WALL FLOOR INSTA _TION © yV WALL WALK—OVER INSTALLATION As wmL SKMat SPAN a•-W REWIRED THM GUA D I S .F SHqL BE tM FDR COWWTtON OF SECUMIS! •E D..MV OWANCF t RILJ'AGLEE WEN POODfwW 1-SEE SHEET 4 FOR rd ICN.SHUFOL (SEE sPEaFICCAPONS ON S M 13) ADJACENT TO AN OPER16n.E EXfr �SEE UYn4nONS Or USE FOR QR @°N S T/9 INSTALLATION DETAILS W/ I HV BLADE 22-MDUNRY N3 SFCr?O'G CAN BE COWARED """""•"'�"'� CODE IN ANY WAY TO SUIT ANF iNSrALLOON. fLaPoUA BUIt9fNG C7/UC`Non H. h Velocity Hurricane Zone ``N`,`�R p.•j������''/' @ 2015 CASON OVAL SUPPLY,INC. :3P ucENSF 9 S THA tS Accordion Shutterer System 7TI LTE C® 1 a C. ■ ■ ■ ■ N.V.HSE#1 W/OR W/O FIV.W CIN aAX American Shutter Systems o�Ror o.1r asa=N Br .. nL13T TESTING& ENGINEERING COMPANY TATE OF :w' ena Na LOCA s,s,.3m.Yrc„1,COMM namA Ml Association, Inc. 1 OLD 11-192 Vt3/ts D.1c 4/13/1s r .—I.:(3cs)s71-15M.r:(30)87-1531 4268 Westroods Drive T DRAWING No •���FC c� �t U�a-Q,N — West Potm Beach, FL 33407 3 `SIONAL E�°1•` VIALTHi A DLW j..P.E. < 15-085 P.E. Sr '31 F1 U` u`.!441eT s SHEET OF 0 r SEE END WALL _10 & is SEc wts ON LOCKMG teas®,N,I-Om dp OUT sTr IN rE7GSTINGGLASS INSTALLATIONS W,/ 1 HV **-AETaiNATE,NI=0aN SKM -EUDE SACK DETAA I,,,S.,,FGF AM BLADE W HV CENTERMATES aA+lMMMS.PPDC,ML,M-0 OR SEE END WALL CONNECTION i D•®�©'��`�°" EXISIINC CLASS DETAILS ON SH 2•r2'r,/d's0•—: I ®.®w®.®«1�9•�5 3 1/4' 71 ._..._. ..... 61/2• r (6 W-116 xwy)" OPPOSING ANGLE W/(I)1.0 CONCRETE ,/z- Q®•® SYMMETRYCAL to#TAPCTE CENTERMATES CEN RMATES {7p°�0H°� poa3/a•s.us.0 12' ueN.SEPARATION (a)J,AT/�s 1 MGM�) WI HV LOCK or Wf HV LOCK or (SEE SCHEDULE O.C.SMFULLif 12- SEE SMASS E 5 IN �* 3 a.svEtT,I) 1 * 4 *4* p«®«©.pa®a10•®« /{ " HVB `' 10•Qa^©`�®+®« HVA ©«�a©+Oa8Om10.Q« ErtSTING CLAW -POLTROCONCRETEOR CONCIVE(D-0-@ 1©`O'er-' 10•®«�7 ©ai RLocx wau IX=G " l� ® SYMMET..•. RICA ( '(� �6 '�7 '�°`�b '07 __07--_s�Awnati,-=G 8 -®�09•©«1 •�5 'CLASS CENiERMA S rg L ®-t®'®«rs -@- (SETsa)iE 5 �J a4 SHEET 11 _F * W HV OC 6 (Gr1ER1aR1 ®'�w©9•®m1�•O5 ) uaa.sF.CLASS N o. (5 SCHEDULE IN OPI,GNAL «®' on SNEEr n) pxmaoR) --- --- ---- -- — — ---- ,_ 0 U T TcoNcaaE 1 xr al c ------ * O i � 1 16"O.C. � 1 n * 3 VARIES rizl— * _ / OUT s 1/2-Lux.SLAC( F0_U-11 WcOC ` ) HVE HVF** HVD FLORMA BUILDING CODE(Non High Velocity Hurricane Zone `ti�p11,A'7�•u rrr,� 0 2015 EAST N METAL St1PPLr,W. BERTHA HVTM EN . Accordion Shutter System < _ TEC O I N c. A.s■s■A■ RV.LAME#1 W/OR W/0 N.V.WIND NJ BIAX TIWT TESTING& ENGINEERING COMPANY Amertcon Shutter Systems ,� mTf ORA.K H`_ „l -o: STATE-0F 'Q;= eus,t.*•!�. -s gym;w+a.¢s GV6LNS,r:0.sisa 33, Assoaratlon. Inc. , OLD f 1-1st t/t3/15 wh: 4/13/15 Ph :(>1v)87T-1530.r.:(505)67,-1531 4268 Wastroads Drive z �'- DRAWING No O� •FCORiOP:`��'.� ®°tteaoOoo°" West Palm Beach, FL 33407 3 F' ••..... � : 15-085 �Sp5�'I� LEG..�~ WALTER A 71LW.v.P.E. P.E.'�U••rOfl�,k(14E/DATE "SOA O`J`"6' c SHE OF 20 POURED CONCRETE OR POURED CONCRETE PWRED CONCRETE RED CONCRETEOR CONCRETE OR CAYCREtE CONCRETE BLOCK WALL OR LK WALL LL REOIURLv LL OCDLoex wnMOCK WAREOUIRED BLOCK WALL REWIRED REQUIRED —E MM4G GLASS DUSTING CRSS COzo iO �Ex15tWG GLASS fRL SOY7U.RQi - 2NW NG CLASS .C. r TD CLASS(SEE i�- -F IOL SEPRNTKIN ON!r I I UPL SPAANTM EO Ea TD GLASS(SEE 11 FOR RAC men / to MASS(SEE ; tD wzs(6g SQfD.LE ON SiEr 1116-.3-1JAx, ON 9$19 FOR �/ I�Fad OA sa-0 w srET It RA BADEOAND {6os3-TAS)coNr. aAnEsma® W SHEET 1D TUR 1/Z 1a+ 9 FOR ON 9iET ISI TOR ALUM.CIASER (LOCATE AT (L E6ALf5®k WWR SIDE i FEAnIsp&Q91 u aRIFYt ST E t/z ` r , a+Drsm r Ql� OP�) OF& F USE t'OR z"MAIL 1/2,•IDN. I 1 ;10.1/2"SAIs I _--- (u APPUCABLE).2•.1/e•.0•-2• _—_-- �tOzi/Z•54.5.... O 16.O.C. ALULANUN CLIP ANGLE to 16.O.C. --- -^--- (6OG3-T6 AHOY)AT NIOfIEiGN� W�' Al (2)//4'0 TAPGONSSANCNORS TO WNL AT 1'O.C.(LOCATE AT 5 SEE UCONL�4 ' OR �. EnIiER sroE aF(D) 1 OR (�' 1 ORQA�' SDE coNN9S SEE DETAIL E ro I 1 OR ro TRADKs _ SEE 0Ern2 x r SIDE COh^IECT7011 6•(7m B O• m�-©•Q-B Ate•®m SIDE COhNEClgN �'tym©j,.Qj m,{6�, 10•®� 1 s®:® ©•®m®m TO Ttr P.LKS �O,®©'tY-©'®®m �•®m©-�©•C7°' TO TRAS2(5 'lam' �•�•®m0.O•®m •_©•O•©m®•O•®e ©•o•�-o•o•®m _� ao•©-©�o-®- ®•gym®•®-o-gym ®.®m�.�.�,m ®•®-©•moo•®m �•�m©•�-®•am o•®-®•®-®•®a�•® p•®-Q�•Q .®•�mpp p•®m®•®-,®•®mQA CONNECTION3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 1� END CONNECTION DETAIL 20 f R:AVIRID 014Y FOR SPNIS CRNIER TTUIN 12'-0" POURED CONCRETE OR —————Z--E rSnlic 1aAss CU BLACK WALL— / �G 4 4 1aL tuuncN SI I/ s CS9�------------ TO GLASS(`g O 16• C. UN.SEPARAIM D' a b—_—_—_ 1�1 FOR --BADE ORO CO 1/2-F6N.ON!kfEr TO AzO'AO TO ��SG4DAE W 94LT �®al91EEf 19 lift PNCNCR O 11' H%®AND — _ OR OR 1 aKxNEIER was ID Q$ 12.O.C. o 5 FAA=®&® - oRt© I %o.C. A i/i wN,---i --- L EO -N 8 R(DOR 2"NLN. 2•LAN./ ♦SEE U4TATKhYS Or USE R7R J 9UtCE©ON SNLfT 19 5 ' PLAN D A/ 0R�' -m-oOmo-�®momaom®-��a L POURED CONCRETE BLO I7[AL � s.i s �P®m© EUIREBLoac WNL ©•O•©m®•O"®�' 1 HV BLADE OR HV WINDOW BLADE INTO REQUIRED I •®'©•®'©•©m CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL CONNECTION DETAIL 6 ®-® '@® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' ®2015 EASTERN METAL.SUPPLY,INC. s'QE�CEIV (/TJ �CO BERTHA NVTM 11 L 1 E Q,S' S'�A,� Accordion Shutter System Kv BLAX#1 W1 CR W/o RV VVINW l RALE American Shufter System. „� e4 'IV.Ik1 QN o41x DRARN Br Nl SE OF �Nl. T HNLIT TESTING 8 ENGINEERING COMPANY Association. Inc. I OLD 11-192 4 ELE LMR 4/i3/15 • TATi�� 18ly,n-ss..m.vacau �txc N,�, ' Vt.-<Jos)6T1-1530.Fc::(aas)sn-1x31 4269 Westroads Drive z .C'•.- ORI '��: .-mei:w«o0ad<an West Palm Beach, FL 33407 3 DRAWING No '`N`', 10NALEN�.•`� WALTER A MITI Je.Pr- 4 15-085 FwRrA m.1 u162�SCAURE/GATE OF 20 P. SNo SCHEDULE dlt SCHEDULE2 SCHtDULE 63 LWIMUM SHUTTER SPAN* 'L+'OR "L­" MAXIMUM SHUTTER SPAN* 'L+' vlAximum SHUTTER SPAN*'L+' """""-_"'-119181 AUML i n NOM: (ft.). FOR INSTALLATIONS W/ OR 'L-'(fL)FOR R 'L (1t) INSTALLATIONS .,@ &Q or or INSTALLATIONS W 4 CENTERMATES CONCRETE& WOOD (1)L+:LWIUUM ALLOWABLE SPAN FOR A GM W/ONE H.V. LOCK 0 or or or Q-� & W/ONE HV LOOKS WWSORY pOS1itvE A.S.D.IJEStGII PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or I-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR Wf NO LOCKING WALL A, B, C. D. F M, N, O. P, O, AS.O.DESIGN PRESSURE RATING. CENF�E,1R�MATF.S 0&®W/ONE HV'T" W/ NO LOC10 G ROITS® ODS MOUNTING F, K&L R. S, &V. LOCK @ W/TTYO LOCKING RODS 0 TOP & (SEE NOTES t.tt) (VALID FOR UOUNTNO© (2)PROCEDURE TO GETM04F MAXIMUM SPAN FOR BOTTOM SEE N07E5 1t SHEER 7) FLOOR/CEILING G. H. 1. 11,J T. U. W &X WALL MOIMNG'S(TOP/BOTTOM)OR FLOOR/CEILING: CO..114AM&Wool)NSD.'1.MIONS A CONCRETE&%VCO MOUNTING wx" V&$A remy �0. MA & M GNLN A POSITIVE AS-0D.DESIGN PRESSURE RATING, mc. Azo.OCS.M WSTALLATIONS P0435LFM WALL MOUNTING FLOOR/COLING 'T �- f2A4n/COUY uOVMO.S DETERMINE MINIMUM SPAN 'L+'FROM SCHEDULE ' 3 MOUNTING1 & r> I wt GIYW A NEGATNE AS.D.DESIGN PRESSURE RATING, (+ _7 (,V-)-) FLCORAEUM MOUNTING FLOC ALL uotwigc DETERMINE MAGNUM SPAN'L-"FROM SCHEDULE. L4 CO L l.�(Q L-Lk7 Lf(W t-INT5 - 80 (i1 L-(FI 0 MAGNUM SHURER SPAN'L+'OR-L-'FOR 3i1 OR 1b'-0' i6'-O' t6'-D' 16'-0' 30 _i6'_°' 76'-0' O' i6'-0' INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAGMU'M ALLOWABLE SPAN IS EQUAL TO THE 3$ t4'*-0' 14'-O'10' 15'-2• 16'-D' 35 __ la'-1 D' 14'-10' 2' ,-wIDS Pf.AS.D.DESIGN PRESSURE RATING. IM DETERMINED SPAN BETWEEN 1r AND'L- 40 13-10' 13'-t0" 14'-2' 15-2' 40 13'-10' 13'-10' -2' t5'-2' (3)PROCEDURE TO OETERXIN-A WXIMUM SPAN FOR 4$ 13'-1' 13'-i' 13'-4' 14'-3' 45 LY-1' 73'-1' -4' 14'-3' 'I' IHV CORNER CEHIFANAAIE @3 WY 8E USS AT ALL OUMmTwNS IN BETWEEN WALL MOUtfIiNGS 50 12'-5' 1Y-5' 12-5 13-T 50 12'-5' 72'-5' -3•_ 13'-1, MOUNTING INSTALLATIONS.LOCKING SP-cGFICATONS W/fLOQN/COLING MOUKRNGS: $5 _ '-1' 12'-11' 55 17'-10' il'-70• -1' 11'-it' SCULL BE AS INDICATED ON MANDATORY CONDITION F2 FORA GW7 POSRNE AS.D.DESIGN PRESSURE 60 11'-4' 11'-4' -2' NOTE f5,SHtTTT 5. FtATU7Cfi5 10'-SO' 10'-10" /1'-1'- 11'-11' 65 10'-10• 10'-70" 5' 10'-1" L,+DET1 Mm.70 IO'-6" 10'-6' 10'-9' 11'-5' 70 10'-6' t0-6 9- 9-i U+,MAX.SPAN FOR FAL.MOUNTING INSTA:LATIONS. 12+t NIU(.SPAtI FDR F100R/CEiUNC MOUN7I:G 75 t0'-1' iD'-t' 10'-4' 11'-1' 75 10-t' t0-1f'i'flICEPi THAT ldAXOJPJM SfiUrTER SPAN 1+"OR INSTALLATIONS. 80 9'-10" 8'-7D' 10'-0' 10'-9' 80 9'-10' 9'-10' L•AND MAXIMUM ASD,C&5NG FTESSJE RATING FOR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6' 9"-6' 9'-9• 10'-5' 85 9'-6' 9'_6, 1NStALA1fONS DRO fXkNCFLEfE 0.R CONCRETE L20Gc RATING: 90 9'-J' 9'-3" 9'-5' f0'-1" 90 9'-3' 9'-3 SV4'L fE UMTS AS DETERMINE: 9'-0" 8'-9' 9'-2' 9'-ID' 95 9'-0" B'-0" 1- CONNECTIONS TO KEYSTONE MOUNTING L- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 9$ 100 e'-9' S'-4' 9'-0' 9'-T 700 B'-9' W-4" UMITED TO +64,-72 P.a.F.AND 8'-0'SPAN, SEE L2--MAX.SPAN FOR FLOOR/CEP•INO MOUNTRX _ MOUNTING(!DON SHEET 7. INSTALLATIONS. 105 B'-r 7*-I1' 8'-9' 9'-4' 105 V-7'-_-_�r-1 I' 110 1'-4'-. 7,-7, 6-T 9'-Y 110 8'-4' 7'-7' FINAL W)aMUU ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2'_ 7'-3" W-4' W-11' its W-2= r-3' SEPARATION TO GLASS SCHEDULE "'�"'Nt11 ' -L,+-, 1.21,-,t+-'AND!U-- 120 B'-0• 6'-11" W-2' W-6•� 1201 W-O' 6'-11' (4) TO ANCHOR SCHEDULE WITHFINAL MAXIMUM 125 Y-10' G'-8' 8'-0' 8'-5' 125 —r-:TOT- 6'-8' ALLOWABLE SPAN AND hT:G4T1'✓z A.S.O.DESIGN 130 Y-8' 6'-5" 7-10' 6'-1' 130 r-e• 6•-s' MINIMUM PF`ESSU>E RATING TO DLTERUNE MA[MUM-ANCHOR 135 Y-T 6'-2' T-9'_ .T-9.... 135 7•-7- s'-2• WIND ZONE spAc1NG. 140 Y-5= V-1i' 7'-7' 7'-b' 140 r-5' V-n" ASTM E-1996 SEPARATION _ 145 7'-T 5'-9' 7-5• 7'-3' 145 7-3• s•=9= TO GLASS 150 7'-2' V-7' Y-4' 7-0' 150 7'-2' S'-7• 155 V-0" S'-5' T-2• 6'-9" 155 7'-0' S'-5 l THRU 3 160 6'-t1' V-2' 7'-]' V-7• 160 6'-1I" 5_`........ 165 V-10' V-7' V-4• 165 C-10' S'-1' 170 6'-9' 4'-tt' V-11' 6'-2' 170 V-9" 175 V-1' 4'-9' V-6" 6'-0' 175 6'-7• V-9' I BG 6'-6' 4'-6' 46'-6' _K_TO— 180 6'-6• 4'-B' H V B LA D E 185 6'-5' 4'-6" 6'-7• 3--b• 185 6'-51 4'-G' 190 6'-4' 4'-5' 6'-6' 1'-6" 190' . 6'-4' 24'-2- 4,-J, 5' 195 6._.I._..»4'-3' -6'-5` 5'-5' 195 6'-3' 3' 4"-2" V-4' 5'-3' 200 6'-2' FLORIDA BUILDING LODE(Non High Velocity Hurricane Zone ®2015 EASTERN B ■HA <t V METAL SUPPLY,INC. ttp11111NONr `�..�1``Q p•TIL(%l''•, TM —�- A s S Q Accordion Shutter System 11 L ECO i a c. ■ ■ ■ ■ Kv ft"#1 w/OR w/o H v.�Twaw aaDE a Lai rAmerican Shutter Systems ,�SPS„N a>< +9 G TILUT TESTING & ENGINEERING COMPANY Association, Inc, t OLD 11-192 4/13/15 444 4/13/15 N.W.3w,a.Ste.7w.rake aR;67a.N1oxLu 331 W ds Drive 2SIMI:Or' P .0,i9 West Palm Becch, FL 33407 a DRAWING No D� •.FLQRIDP. �a WKTTA A rUJ7 N.P.E. . 15-085--- N \E/DATE n�aA U. u167 s SH11T OF 20 .. . z , oocaoaaC.CCooae11oa aaanaiaoaonaao long in 9Q11IM1oaCo©M� long oil MRD°° riaonaaaaa a DCA 19 2QcoCn oCoeeCOCC C��o©ooaaD®QoIt aaago aan o 122MCIecaoac�d�° oac1@ec©Ceaa©�aaaQODD®©Dono� © CCC=11211:e1coe- EXISSIMcQOC© so©acem1aaaENDS pp CCCCQCGCCCCC 01CCCCCOCCG@C12111gCC0�0Q©CC RGOQ ©gCiB oCCCCCCCCCccCCC1c:ccCCCCCCC�cCCdan�Ca�C Qo ocdaC�QCCCCaCCCccc�cCCC aflcCCCCOCCC�CCOC�CcccC�nCCa�Cc R '. �o0CD0�nnooalong DDonpneQQlocal nDQImaging QD®DDDDDDDa , - CCCC®pQ��ppand and®DDpan QDanDQnDonppDQ®Iopinion n oCCDdCCtl©CDmmosmaaD®oagoaDaDDdADaanD�aaUaD®aDling a CCCCCaQCAIlQCQCEICAC@D©��a©aaDCDn�a4aaaQaDDan DDMongol ©�ggQ_g11�11C00009DM C9@flD®CCCOQOQD Ann DanDDa0 noun" R E3@HB@8889@BH®A@B88H8g@g8@89©8889g@� �C@CD©�©Q®QQ©8© 0a i �BHBBBBH8B8HHH®BBBE�BBBB®HHB@BB� @BE6B QCB091HC 809 a;; X13 =an aaDdDD®aaa®oDDDDDDDDDaoD®DDD�DDaDDDQQADDDIN =BCCCCQaaaaadnDDDDQanaaaaloa�DDDDaDYaaDDDaDanDDnaaaQDDaaa C�9000Ca®oDpp��pp=amonDncmaD onaldDD DDDQ�aoIII -CCC 0.M11CC�IC®Ddaoaan Dno IQBond aa oDan aaDap CCCICcc:DCCC®RCCQCHCa©111 anDa land a4 DDDDDaQpQDal ime o®®9g9®r.ACBFIg�9C896dB@g8G98CagC��CgDQaCpp�met a anoaDall all .Elm 0 99888�9�99BA8�B@BB0�99081B �@�M am09mA ECMCI 000CCCCCC-men D®DaaDDaQQ®laDDnnDQd�DDDaall one - r BCCCCCCCCCCCCCC�7CCCCC�aaaa gDnaDDD® Daao q Qaadn e1accoa1oocaoCaaccoao oDppa1�DaQ0onDQaadoQ ad�iDaaoa°� - '' BCCCCCmmCCCCCCCCCCCCCC C10CCCC DaaD®aantlDanD0 soon � a2oco�IM-C105350:20 callCCCd aIBQQnoaanaloDDaD g pp M99H989999888@8890fl98m9fl998H8898 8998fl89QDQanaQDQDD1n111 ME=@@00@@000®0I@E@@00@@�A8@@@000®@0 11@@naDDaain ME== 0900HHHHHHH H9HBBB9HB HOHHHHBHBB mom HBaA9 CCCCCC 8a8oaannaDQaaDaa Da D ®aDDD DaaaaDa �QD e 1 ococo a m°Ca©oaco®oa°o�°agoaa�®oaonD nBan Do°�oa =w, = oC aCCCCCCCt�CCCCCCCC. MU an anaaDaa :also � "Is also CCCCCaCCCCraCCCCCCCCCCCCCCCCo nada all aaIQQaDQ�Daaall p WHOM999BBB9B89998908989®0900089088090C@aDDaDD aaaQDaoD a a8m099999999M99M9999900800008@0000009000000000@0@ aaDnaaon BHBHHHHHHHBHHBBBBBHHHHBBHB®BBBBBB a El "call aoanao�Daaaa callaMDDD laid aDamon C-cameC ®DCDaDa all aoonQpinasalonBCCCCCCCCCCQCCMondoliaapin am 000CCCCCIan main= a aD®DnpDDD�QpaDCCCCC �aoaDa1C�CCCCCCCCaIm m 08 9n�®®0008@0 �so M1an8®a000DQD QQQ ppQp o =©@D@000@0909- A09@0000®@®@mss@H9@8@88®®@988CgQ��aDQ _0200=0BBH8999pp _ ; B9ABBBBB 1391UNI UMMMU®®M®� MA)aWJM ANCMRS SPACING fl.-I SCHEDULE FUR A QWN MAX, SHUrrER SPAN- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (TEN:IIWIRWDS S 0.a H ON M am 6 a.1) 1.ANCHORS 70 SUBSTRATE RAL BE AS FOLLOWS: POt1® am PQU=00H17SM W TO MSTNHG POURED CONMM-(MUn.Fc-3 lay wMM QE WALL.SILL MOUNTING ©CEUNG MOUNTING l;Hj FLOOR MOUNTING -1/4-0 TAPCON OR TAPCDH WRH ADVANCED THREADFORII TECKNOl cl'AWA40 ,AS MVHUFACRURED BY LT.W.BLINDER.(ru,.Fc-3 k7 SAN ANCHORS CPAEM LEGEND -1/4•e x 3/4'ALL POEMS SOUDISET ANCHORS.AS DWRIMnED EW All POINTS SCREW.BOLT&SPECVL7T COMPANY.(Mi..fe-3 3W) (YO ps2 IBLD E PlE91PE numm DCOPILIEGMR SRS PAE9 k5A ASSN 1as9NE PfS9F1 PAA9 -i/d'e BLUE TAP CONCRETE ANCMMS H/CAP AS NANUFACRF£D Of FLORIDA FASPEBRS ORM.DHC.(Vin rE m 2 1-) 30 40 160 175 190 120 160 205 30 40 7519D J1201760 2D5 JD 40 A TS 90 110 160 205 TAPCOH IYiSH ADVANCED -IAPCCN OR 1/4'/TAPPER+ANCHORS/S MAMYALTUfSD BY POWERS fASTETIFXS.HNC.A�SAID Bf ALL F4T2f15 SCREW,BOLT k SPECNL7Y t4 1 0 9 B e e t4 2 ,J 9 8 e e Is 1 m 9 6 d 6 a THRFiLOFORH�C{,ARCM COYAANY OR ANY OTHER APPROVED LICENSED OR AUTHOR®VENDOR REGLSTERRED WRH TIE AUMCAN SFRIITER".'STEMS ASSOCt4DON,INC. OLOGY 3'-0' 94 12/0 I 0 8 1 6 6 14 12 1101 9 6 1 6 6 8 14 112 10 19 1 B 'B 6 8 (Mat FE m 3 ke,� 14 12 10 9 d d a a U 12 10 9 E a 6 6 14 112 10 9 ALL POINTS$9010-SET 1412 /0 9 0 a 6 7 N 12 10 9 0 0 6 a 14 12 10 9 8 B 0 6 RUC TAA W/CAP S: t4 11 t0 9 B 7 6b 35 N 12 10. 0 d e 6 6 t4 1I 10 D e 8 6 d TAPPER+ At)WNOAIAI DABEDMENT MTD POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TF4iFADFCdtd TE004OLOLY ANCHORS AEE TAPPER+ 4.-0' 74 12 to 9 a 5 6 B 14 12 10 9 e a 6 a 14 12 to e a 11 a 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CCA ANCHORS IS 1 1/Y. 14 12 to 9 6 6 0 4 14 12 10 8 8 e 6 45 14 12 10 0 B 0 4 Sb A,2)V.NIMUM EUBEDNENT OF 1/eel a 3/4'ALL POINTS SO•JD-SET ANCHORS RECO.BE 7/8'INTO THE POURED CONCRETE NO E18FDVEM f4 ti 10 8 a a 6 43 14 tj 70 9 a 0 6 SRS 4 i2 10 It 9 a 6 4.5 INTO STUCCO SHALL BE PERMTIM.1/4-0-20 55.MACNONE SCREW USED SNAIL BE 1 1/2'LONG MPAUUU SHOULD STu=DaST.AND /i 12 f0 8 73 SS JS - 14 12 10 9 a 8 B 5 N 12 10 9 B 7 S3 4 •SQ t9A�A'Id6 6 UTE FOR 1•MINIMUM FOR WALLS 1MT111 tl0 SRKX:O. 14 L2 10 9 '6 M. 6 6 14 12 to 9 a a 5 53 14 12 1019 8 e 6 45 9 19 5_0 14 12 10 9 0 7 4 - U/2 10 9 6 68 S M 14 72 f0 8 65 5 3.5 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VFNVOR BE FO9N0 ON THE EaSI1HC WNL.OR FLOOR. 14 t2 10 8 0 73 43 - 14 12 10 9 8 8 B 4s 14 12 10 9 a 6 43 75 AYL2NOFS SHILL BE L0N1C ENOUGH iD ISACN7 THE YLMN STRUCTURE BEHIND SAD WALL FlI�ES.MIN AGE SHALL SIE AS INDICATTD ON 14 12 93 7.7 6.s 4s - - 14 12 10 9 6 7.5 S.5 4 14 12 10 D 8 8 a5 3S NOTES At)&A2)ABRhE.FOR ISI WT10N5 Ot'VCNri SIDING OR OFS WITH OR WFINOW META.STUDS CONSULT THS ENGINEM FOR __...__ INSTAl�A& A. EFS W(M METAL STUBS SLE SHffT 2D. 6'-0' 14 12,1C__9 B 0 6 14 f2 10 D 6 0 6 5 14 12 10 9 0 6s'S JS 14 12 10 9 6 Ob J - 14 12 10 0 7 65-5 3. 14 12 9 Wg 8 4 3 14112 10 9 a a - - to -1-2 ,D 9 a ss s 75 ti IF fo e, a a 4 - (D) To E%6TING cnH&wEIE Broca;(ASTM G-90) 14 12 5 64 63 3 -114112 10 D 6 03 45 35 14 12 10 B l 5 35 3 1 1/4.0 TAPCON OR TAPCON WITH AA'ANCED T13RF.AOFORM TECHNOLOGY ANCHOPS.AS MANUFACTURED BY I.T.Y.OLP.M. 14 12 10 9 6 a - - f4 12 t0 9 a 7 5 4 14 12 10 D 7.5 SRS 4 3 -1/4.8 X.3/4•Al POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREY,HOLT 6.SPEQQ.TY COMPANY. _0. 14 12 f0 0 OS 4 - - to 12 0 73 6 u JS - 84 M 7_33 45 SS - -1/4-0 BLUE TM CONCRETE ANCHORS W/CAP AS WNUFAC3URED BY FLORBIA FASTI)OM DMECT,INC. 14 12 t0 65 7 4 -I- 14 12 10 a 7s Ss 4 - 14 72 9 7 75 4.5 - - 1 /4.8 TAPPER.ANCHORS AS WMJFACRNED Bf POWERS FASTENERS,DHC..AND DISTRIBUTED BY ALL PORM SCREW,BOLI h SPECVCTY 14 11 7 SS 45 - - t4 12 f0 D 7S 53 4 - 14. 12 9 7 8 4s J �_ COMPANT OR ANY OTHER APPROVED LICENSED ISR` AVTHORQ£D VENOOR F.WJSTERM%7TH THE AMERICAN SKITTER MIEWS ASSOdtlOf7,W0, 8.-0. 14 T2 f0 D 14 =- 45 - li 12 f0 9 a 8 4 - .t0 8 6.d 6 3b 14 12 63 7 3 - 14 12.e_fS SS 4 3 a 5 4 3 - - &1)MINIMUM EMBEDMENT DIiO CONCRETE BLOCS OF TAPCON,BLUE TAP W/CAPAY0IAORS AD TAPPER+ANCHORS IS 1 1/4'ANO TAPCON T4 12 95 75 - - - f4 12 95 0 63 S - - 14112 0 0 65 4 - - WITH ADVANM THRFAOFOIM TECHNOLOGY A404DM IS 1. li 0S QS 6 - - 14 12 B ab e - 6 6514t2 10 9 - - - 14 12 0 73 43 - - 63 7 95 4 - - HA2)VINMUM EMBEDMENT OF 1/4-0 t 3/4'ALL POINTS SOLID-SET ANCHORS 57421 EE ENDRELY EWBEDDED ORO THE CONCRETE BLOC&RD 1,t 15 73 0 - - T9 Il 7 SS 5 33 - SS 45 35 - - - EMBEDMENT WTO STUCCO SHALL BE PERMITTED.1/4'a-20 SS MACHINE SCREW USED SIAL BE 1 1/2'LONG UINOIUM SHOULD STUCCO 14 12 B BS 4S - - - ti i2 SS 7 Zi 4 - - 7 Sb 6 .5 - E70ST•AND t'MINIMUM FOR WALLS WITH NO STUCCO. LIS e5 55 4 -1- - 14 12 9 7 6 44 - - ] 5b 4S JS - 10'-0' 14 R 10 9 .5 - __ - 14 1x 10 0'0S 3 - - 0 6 5 4 - - @3)IN CSE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE SGSTING WALL OR ROOK, 14 l 7 S A - - 13 93 63 3 4 3 - - S 4 3 - AVCfODS SHRI BE LONG ENOUGH 70 REACH 7HE MAW SFRLCTURE WIND SAE WALL FINISHES.ANCHORAGE SKILL BE AS tN01CATED ON 14 11 7S 55 - 14 115 9 6 5 4 1 6 5 4 4 NOTES&1)&8•2)ABOd' FOR DNSTMIATIONS ON VI.N1L SOM OR E3F5 WITH OR WRNOLK NRAL STUDS Co?=PT THS D=hETA, OS e S - 14 12 8 ISS 55 4 - 63 S 4 J FOR DMALLARON INTO EIFS WITH METAL STUDS SEE SHEET 20. 91'-0• 1i 12 10 - - - - - 14 12 9 7 5 45 - - 7 53 45 3.5 - - 2S eS 5 - - 12 8 a 4.5 4 3 - - 9 7 43 JS 3 - (C) AICHORS SPALL BE INSTALLED FOLLOWING ALL OF THE RECOuMENDADcus ANO woGin tTIONS OF TUE mctoR'S MIHIMACIURM 14 10 7 - - - - 71 105 7 53 4S - - - 13 ISS 54 45 73 - - - 9S 7 4.5 - - 14 13 73 6 5 - - 12 9 0 43 4 - _ _ {D) SEE SCHEDULE BETON FOR EDGE DWANCE(EO.)VEIMIS SPACING RELATIONSHIP FCR ANCHORS. 14 22 to - - - - - 14 12 a 65 53 - - - 13 10 65 5 4 - - - EDGE DtST NCE VERSUS SPACING SCHEDULE FOR ANCHORS, IS BS 43 - - - - - 11 6 55 4 33 - - 8 6 4 3 - - HAXW"ANC14OR SPACENOS ARE VALUD FCR EDGE U4'TMCCS MICATED BELOW.FOR E 0.LESS THIN RE LNDIATFD,REDUCE ANCHOR SPACMO 93 93 6 -[1-4- 9b ISS 5 4 - 03 8 5 ! ITr MLLTIPLYWO SFACWG SHOWN ON SCHEDULE Bf THE FOUAONG FACTORS 9 63 - -1- - - IMS ] 15414Z - - 11 a3 33 aS 33 -- _ - REDUCED SPACING OBTMNED USM FA-TOR SHOT Nor BE LEM THAN VDFI/UV 9SACUHG Ie11CATED FOR EACH A40M TPG _ 13'-0•t4 12 _ _ _ _ _ _ /fs 7S e 5 - - - 12 9 6 4.5 4 _ _ FACTOR OS 0 - - - - - - T3 5 4 3 - - - 7.5 0.S 4 S - - - - ACTUAL TAPICON WITH ADVANCED 25 6.3 - - - - - - 9 a 45 4 - - - 93 7 s 4 - - - _ EDGE TAPCON TFWEADF9RM TEC30NOLOCI' ALL POIHT SOlm SET BWE TAP W/CAP MCN. , ACM 9S 63 5 - - - - O3 73 5 4 - - - - •V 13LADE DNCTAHCE 14'-0' 14 12 - - - - - - HOS 7 u - - - - 11 eS 53 43= - - - E0. 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