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HomeMy WebLinkAboutProduct Approval Morris Residence 5758 Russakis Rd: Fort Pierce, FI. 34951 OPENING WIDTH HEIGHT #1 69.25" 44" #2 108.25" 54" #3 69.25" 44" #4 69.25" 44" #5 43.25" 44" #6 33.5" 33" #7 43.25" 44" #8 82.25" 44" #9 33.5" 33" # 10 69.25" 44" i I Florida Bu'i'lding Code Online Page 1 of 2 i I (MA Ronda Depar. eni BCIS Home Log In User Registrat on Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines,rl L) Professi ,nal �.w R:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail { w: FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category oAccordion Subcategory 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httn://www.floridabuildina.ora/-or/Dr app dtl.asnx?naram=wGEVXOwtDavYYHH2vJvx5... 3/30/2016 i Florida Buil ding Code Online Page 2 of 2 i S I -'r I Product Approval Method Method 1 Option D I Date Submitted 04/29/2015 Date Validated 04/29/2015 j Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 an o or stormproce Limits of Use InstallationInstructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Eva ua to Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVS blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HVSA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-084.[)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Hest Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W ® eCre:! M .curitN+n!iui http://www.'floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDcivYYHH2vJvx5... 3/30/2016 GENERAL NOTES: `..atRrHA H.V.A^DDRDDN S4tii'LER SSFF3t SHO"0114 WAS FRCALICT EVAUATiN 00.-UMiN t?•=.a.)HAS SEEN YE-viIED FOR CCAmLSVl,C=!N AOCCPWICE YIY!ME 2014(5ra EDITION)OF THE GRIDABUILDING CODE TIES ACCORDION SHUT SYSTEM 94ALL NOT BE R:SfA'J-ED�AT wGH 4flDCBY MJRxCAA RENCS. OES:GN VMD LOADS VAfL Ise GETERMAIM AS PER SEUMBO-i+e20 CF TE F80YE MENTIONED CODE FOR A BM^C%IND SPEED REOU:RM BY EPEE JUFNSD!COCN 6NERE SHUT Tei.%ILL TABLE OF CONTENTS B3 INSTALLED WIN A CREC'TON+llP'FA.:..R M-085,USING ASCE 7-10 AND SMALL NC'EXCEED T[MAMMUN(ASU.)OE".rGN PRESSURE RATINGS INDICATE; OH Spiers I1 vAu T5,19&N. IN ORDER TO VERY,:S A60V.CONODTOti,ULTIMATE DESGN WVC LEADS OETRMLH'FD FOR ASCE 7-10 SHA.L BE ARSE RcEM:=TO S.O.A --ON-1D LOADS AREA 1- NLt BLADES(7& �A BY MI6TIPLYNG TPA'BY Die IN ORORTC COWARE MESE W/MOL(ASA}DE="PRESSURE FAT,NGS BN7',ww ON MEETS it THRU 15,1.3&20. - ' GENERAL NOirS StCET: IN ORDER TO VER:F't THA-COMPONENTS AND M'J4OP.5 ON SHLS PXO.,AS TESTED,WEREE NOT MIEN STRESS-C.A 33%INCREASE N ALLOY BLE STRESS FOR W.VD_?ADS WAS bm I.Sm TIN THEIR SYSTEM COU?OA'E15 1-23 SHELF 2 ARJLYSIS.P.ONEVER•A WOND,OURAOCN FACTOR CD-i.62 WAS USED FOR VERIFICATION OF FASBENETS IN VWX SYSTEM COMPONENTS 21-37 SHI-•ET 3 BERTHA N.V.ACCOROON SPUTTER S"STM'S ADEQUACY FOR WIND AND AGE MISS.E IMPACT LOAD:AS BEN VER!FIED IN ACCORCA\CE•Mri SECO01 15.3.'.2 0-Mr ABOvE MEti-IO!.MO CODE AS PER TYPICAL SHUTTER AS5EM3LY 39-4 Sin L AR REPCRS TYPICAL%IINDOW BLADE&WIDOW DC•AL -HV BLADE O 10214.01-OJ,1]]15.0'-O3.11004.71-05,41214.01-G5,40317.02-08.FO6Y_.01-10 AND FD21C.01-II AS P-�i TAS-201,TAS-202 ANO Tti-2CJ Pr:JFOA'S A D ASM E-1:36 AREA 2v FN BLADE117 AND W WINDOW BADE AND E-1336 SFANOA'DS(!SSftE Nc- LM O,WV40 ZOS 1.2&3)&11227.01-10 AS PER TAS 201.2.3&203 PROTDCC1S LARGE MISSILE (WHERE APPOCM E) -hV WINDOW MAX 8 FOL3.01-06 AS PER.STV.E-1E89 AND E-1936(VISS'LE LEVEL D.WIND ZONES 1.2.3)BASC PROTECTION ONLY AND 1 0725.01-88 AS PER-AS 232 PROTOCO4 TYPICAL SHUTTER ELEVATION 4 NOTES ON LOCKS SHEET 5 LHSTAJAroN DEFRAYS A-F,CDN-F-WBLOCK SHEET 6 2..hV BIALR:QQ Ni]hY WNCON BAAODE 0 ARE ENGINEERED TJ' RK IN UNISON AIM M4 OMR R T- --�`Nv UTIDIE GLIMITATIONS MJ CONDITIONS Or USE INOtCAT_D ON SHEER 19 INSTALLATION DEWS C-M.CO5C-TE/8LCCK SHELF] CEINMIRMATE DETAILS w! SHEET B 3.BHUiN SIVE EEL SC!ON PONS(HY SCREWS).USED E THAN X180^ i AND FOR GREW.PUS SHALL E COATED TO DTIXH ERM BE 1/4:MS,4 LDD OATING75"RS?ES kgiiU 4 rJ.RE MJ>21JM 61VNES CR.TERIIATE ALTERNATING DEWLS,tM1 SHEEP S SFAURNG SILICA.SCREWS WRH ED%I ksT MEXC SOTENGM SY 164 kai TENSILE SIRENS%P PENS SHALL BE MI WTO;BERTH EA OALROSKIELD CCAONG 5"StE1Y M MAI.LFACTJREO 6Y APPRO`.1�7 COARNV MPUCA'ATS,REGISTERED WTT,i AUF3'i:AY s}N:1�SISrMS AS�YN•UTIOti.PNS 4'JS BEAR TEE FN MARKING ON 1HLTR pEAD. A.ALL ALHWN'JM EXTR.10'.131 SKU BE AUVINUU ASSOCNTNt ALLOY AN)TEMPER AS INOCA0 ON SHEES 2 AND 3.%V.%V';N r.RD S ENG-4 FOR 6063-:6 ALO'IS ZOO iv AND 35.7 t;FOR END CONNECTION DETAILS 1-6,CO CREiE/B:OCK SHEET TC 6005-TB ALIfiY. LtAXvL SPAN TABLE SHEET 7i ANCHOR SCHEDULE-CONCP,EIE&BLOCK SHEET 12 S.ALL SCRDS TO BE STAN'-L STEEL 304 ON 316 AS•SERIES CR CORROSION RESISTAN?COATED CARBON STEEL AS PER 0!i 5>DT8 WYrH SO Asi MN.'PLD StRENGM AtiO 90 1¢:tt'J;.TEASiLE SREhGM. A\•CSR SCHMq ME-CONCRETE A BLOC( SwEr 13 AND SHALL COWLY'N/FLORIDA BUILDING CODE SECTION 2411.5.3.4. AN4OR SCHEDULE-CONCRETE&BLOCK SKEET 14 C BOLTS TO BE ASY A-3071 C&=WED SL4 OR AV 374 CR 316 SERES STAINLESS STEEL VIVA 35 isi MAV/t Y YIELD STR?,GOL ANCHOR SC'IEWLE-WOOD SHEET 15 7.SE THE F'.ULDW.NG Si PETS FOR MC+.OR SPEOF.CATKNS!W BLADE 0:12.13.14.15 AND 2D INSTALLATION DSAS M-R.WOOD SHEET 16 HI BLADE(D&a WORKING m UNISON:12,13 At 15 INSTALLATION DETAILS S-X WOODX WOOD SKEET ISTEET 167 8.MS 8F.R11N H.V.A0."OR3X1N SHUTTER STSIEV SPARS A U.S-PATEN'15'7]3.582.CDVPW:DdS OF TlfLS AP?RCNAL ME LOYEF�,111 WHOLE OR W PARI BY U.S.PATENT/5'456,173 ISSUED TO EASTERN END CONNECTION CETATS 7-12& METAL SUPPLY,INC. 9.IT SNAIL SE THE RESPOA'SIBWf CF TIKE CONTRACTOR TC V-RIFY r4z SOUNDNESS OF THE STRU--PURE WHERE SHITTIER IS TO BE ATTACKED TO INSURE PROPER MCi-MME.CONTRACTOR TO SEX/CAJLK AREA 3: HV WINDOW BLARE 'ONLY ALL SHUTM CCWONENT EDCES WT:'CH REMARK,P-RU FASTW4IG IN CONTINUOUS CONTACT VOTH ME 9MG.NC TO PREVENT rNe/RETS INIRU-w% TYPCA$FILMIER ELEVArCk SHEET IB 10.EACH UNIT MUST BEM PERMANENT LABEL IN A VSIBL PLACE'WIN WARNING AOI_•DURING PERIODS OF HURW IE WARN.HIS HOME OWNER,TEN AT.OR DUMB%MUST PR-PRY CL OSE A'..L F't AND N7 h CENTERMATES AND EN�OR LOCK AIL W MAREA 4• HV WINDOW BLADE )ONLY 11. NO LOCKS. - - 11.SHUTTER WVNU ACNRERS VaEL SHAT'BE LOCATED DN A READILY VISIBLE LOCATION AS ACCOROON SF!'JFTER Bt ACCORCMCE VRH Se ON 1110.6.3 Or FLORIDA BU:LOING CODE.ONE U3EL SiXL-EE INSTALLATION DETAILS,META_SND WALLS SLEET 20 PLACED FOR LVETY OPENING.LABELLANr TO COWLY COOT SECTOR 17108.2 OF THE FLORIDA WI-OL40 WOE. IL BERTHA H.V.ACCORoON SHIRir_R'Y:EV'S-NSHNL.WMF6 WITH SPECS ItIGCAIED IN THS DRA't".NG P.US ANY BL!-DING AHD ZONING REGJLARCN-S PFIWOEC 6Y T-E"SOM"ON W';RE PERMIT S APPLID TO. 13.(a)THIS P.E.P.PREPARED BY TmS ENGNER IS GENERIC AND DOES NOT PRCWE INFORNATION FOR A SITE SPEC£IC FROAECT;i.e.WHERE TEE SRE CONOOICHS DEVIATE FROM T4E P•EO (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECCON,PURCHASE AND JAWAULABON INCLUDING LIFE SAFETY OF PUS PRODUCT,9*0 ON THIS P.E.D.PROMOO HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO I THE CONDITIONS DETALEDI ON THIS DOCUMENT.WNSIRUCBON SAFETY AT SITE IS THE CDNTRA'TOR•S RESPON618I'JTY. 1 OBTAIN PERMTS IN THE STATE OF FLORIDA (c)ME PEO X1 BE CONS4AED W JD T ALTERED BY ANY MEANS. l� (a)SITE SPEpP`Z PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGNER OF RECORD(E.O.R.)FOR REE PROJECT AND W40 WILL BE R3PONSTW.E FOR THE PROPER USE OF ME PMM ENGINEER ec RECORD.ACTING 1 A oHECATEO ENGINEER TO T-IE P.E.D.ENGNEER SHNU-SUBMIT TO MIS LATTER ME SITE SPECIFIC ORAWINGS FDR , REVIflN. (e}ORON4L P.CO BEM ME tNTE MC 0l3CTWL SEAL AND SIGNA:UOE OF TIE PRO=ESSIOWL RGWEIR OF I--TIN'PREPM@ R. ILII FLORIDA 8URMNG GtIDE(NDn High Velocity Hurricane Zone `HpA LZ R A.Itr 4,o, 0 2015 EASTERN META SUPPLE.CAC. 111.1 z,�,....... I fr'', BERTHA N TM �tiGe '' �9 A S A �11. E C O Ewc. r Accordion Shutter System KY.tA.6LE,#t W/CR W/O HV.VANXIW RADE B! TILLIT TESTING$ENGINEERING COMPANY American Shutter Systems OVXP,R. DAn DRAWN : uL Association, Inc.- I OLD Ii-t S2 4J13(16 RATE 4113115 y per,, A„ OF.,.•, IEEE Ne.xu.sL.M,.3m.vaw.ev cLs,Som.a31 4268 Westroeds 0,W x P✓ .:(]75)8TH-1530.Fa.:(395)871-1571 DRAWING No ','P'StOtVq ` wN,IEEI A1X41TIY,P.. Wes'4o:-Tn Beccr.(1 33407 ; 55-085 YY4h i nAAA e-oRTN t.!GIST 5 SHEET F.E.SEAL �}SI7URE/DATE a i OF 20 I �s . 1 Y� V.VCS 15f E• L4431_ cs \�r_xa• �� �' o o�__. ,,.200_ a ' I ..395• ---- �;_. 91 HV 90-/180- STARTER -SHV SOLIDI BLADE 3)HV UNIVERSAL FLOATER t _OVERS-C UVDER US PATE\7 j 5458'79 D'JA11.•1F�3 FOR JSE W/ I CUALInED FOR USE W1 hV BLADEQ- i�HV DIRECT MOUNT •/B-ADE_`�� n Y 5CC5-T5 ALLOY AND TEMPER OUAUIT7ED FOR USE N' F%' EOE]-:E A'1CY:AD TEVPER HV WINDOW BLADE Bt�EQ / o UVlATIONS OF LSE OFI BLA3-g ON SH=7 79 6053-IE ALLOY AND TEMPER 6063-T6 ALLOT d\J TEN'Ei - Ce' L I c°T: VD, A 3566'. --67 IL -�t9nJ 643,1 rr HV ADJ. ADAPTER W/LIP OUALIFlED FOR USE W(M/ �B�HV WALK-OVER TRACK 1 �- �6 HV ADJ. FLOOR TRACK _ B�Er O'JAIIFlEO FO3 USE W/M/ 9'HV TRENCH TRACK Z 5"TE ALLO'/.'.D TEMPER _� ` OUAU7FD FOR USE W I6/ `/ OUAURED FOR USE W1 M/ Y E063-T5 BLADE. AN]TEMFE3 KADEC:ONLY./ X10 HV RAINGUARD BLADE 01 6063-i6 ALLOY AND TEMPER. -OUALnSD FOR USE W1 IT/ 6063-T6 A10T AND 7EMPER YAPI ml _1.9_6; BLADE r1` ,• 1.915' YAR1--6 1,935' 6063-TS A'_LOT AXO TEMPER Aai_-- i_9,7' rte- �1 G53, �@�" C9]' m,of c ¢': --1 15)]' 1.695'- I• i($f' 570' ED CEILING HEADER `12 HV HEADER/SILL _ j3'HD CE]UNG HEADER SILL "]�z. - 1f - 44AL:F'EC FOR USE W M/BEAD= -1Dt::-/ 114'HD WALL HEADER SILL 01..,r iEl_7 FOR USE W/M/B'JDE:t�J•:_t, .n63-i=.A_LC�AYJ TCM�E3" OUAU`1=J FOR USE Y!/HV 0�Et7; J SEE SECTIONS FOR VAllDTFYI SEF SECTIOT:S FOP.VAIJDTY. - QUALIFIED FOR USE W/MM 6]53-T6 ALLOY AND TEMPER 6053-T5 ALLOY AND TEMPER BLADE ICl, 6053-T6 A:LOY AND TEVPER %r Ti 1- COlZENT A 1 3 T, T2 x MeL r 1R1 iz- z- a.125 z' Vis•7U%.' ,/a' ,/e• I s 3' 'aC90' L 1 -II ..-^v6.. ;�-2• 5'W'%'0,33' 0.132' _CJI TL-- I SIDE �0 CORNER POSTS OUAUFIED FOR USE W/M/ ALUMINUM ANGLES �s z.s' 7•MA%.`o.,90• eJsO' QUALIFIED FOR USE W/M/ BLADE QI OUAURED Fa USE W/HV -- --- ��- BLADE QI 6063-76 ALLOT IND TEMPEF BLADE 1 OVLY. 2' S'MAX;0.133' 6.131• 6063-T6 ALLOY ANSI TEMaER 6053-T6 ALLOY AND TEMPER I FLORIDA,BUILDING CODE(Non High Yelociiy Hurricane Zone q ®zms F.ItiiFRN ECTAL surPLr,ur_. BERTHA NVTM Q� V�OENse 9'- A S S A Accordion Shutter System KV.RADE#1 W/rR W/0 KV.W40DN RULE fir- Amerlean Shutter Systems Ev,N oaarvnaN u. 11M9R,a': �' *:. �l/�J/K� :�` TICCIT TESTING&ENGINEERING COMPANY Aseaelatlan, Inc. CU,11-192 1113/15 0-- 4/13/15 STATE OF •W r "`•X•'�1h s<.n..Jm.awoeeA ri aTns,r�1 a1 4268 Westroads Drive •Tans:7395)97,-1531,.im:Cw)a -15]1 DRAWING N9 �•, F(7 [� -` .`� is Mt.�ea.ue:, W—t Palm Beach, FL 33407 a,E 4 15-085 StQNA1. T1�a Sic.1 x4.51 5 SHEET P.E.Sr '�CriGNIA1'�RE/DACE s 2 OF 20 I 4.676' 7_4 '2293• -7 —c R H; cw i 1 fi L El TP HV CENTERMATE G CENTE,!11% -HV LOCK HV EGRESS LOCK FOR USE W11 Hl BLADE(D 6D63-T5 A�LOY ANC TE-R lam MJ QW1 I-IED FOR USE OUAIr,99 FOR USE N1 I-V BLADEP o" '2CENTERMATE -)& GG63-715 ALLOT�,�'D TZ�FERKADE 1 f4-ON.*Y. BLADE'j)&5 DIILY. t!� 7 2W o I OJAU L 2 jV, 9. 1/4"A-20 x 3/4 11 S.S. THUMBSCREW 1/4"0-20 RIVNUT* IL 4 275W M- -1. �———,-——0, -7 BY MALE "T" LOCK CENTERMATE LOCKER FOR T- LOCK CENTERMAT QU4-IFIED FOR61JASLE W Hl/B?AD5 y HY FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK E053-T6 ALLOY AND TEMPER QUALIFIED FOR USE GUAIJIFIED FOR USE W/HV et"oE, QUALIFIED FOR USE HV BLADE(Tj 0 N'-y QUALIFIED FOR USE W/W 13LADE 01ONLY I ONLY. R 6063-T6 A-LOY 00 Tr--� N,14V SLAX 01 CN--T. 6063-T6 ALC I�ND TPV- -T—m- 4 D V'!' �ER OR - -32141- J1 211 L012 012 U v .125' K -o O°° 03�'Bk CENTERMATE�W/ NO ��G R01 CENTERMATE-W/ LOCKING a USE w USE W/I W BLADE GUAJFIED FOR HV BLAD_.� OJALJFlED FOR 6063-T5 ALLOY AND TEMPER '�3:!HD CENTERMATE'S INSERT 063-16 XLLCY W,C TEMPER QUALIFIED FOR ALLOY FOR USE 111 o TEMPER-"/BLADrl F 13o, 606 i15] Min. C1TINh"R 751 LOCKING RODL cv,-, �R HD LOCK "LAUFIED,FCR US�%'/14V BLADE C` (,P6 3/8"0 2-0 AJSI 304 BY REGENT PARDWARE MORTISE�5 5ERES 2333 HOOK BOJ LOCK- 606-T6 ALLOY AW TEMPER JJY -16 ACETAL VEIRIFS S.S. THUMBSCREWS QUAUFIED FOR USE%V/P1 BLADE(D&OA Ins, FLO .?511,S.TA wiLL REQUIRE A 7/16-HOLE THUMBSCREWS LLW KS TOR EMBEDMENT ou ED FQ AT C ji%WM!Wij)jy BLADE@ OUALJFTEC FOR USE W/KV BLADE Ul NDA BUILDING CODE(Ron High Velocity Hurricane Zone ll 010', 1 0 2015 EASTERN MEPAL SUPPLY.IINC, .............. BERTHA HVu Accordion Shutter System f%-L R C-0,, A.S.S.A. BADE#1 W/OR W/O KV.WHIM BLADE American Shutter Systems .4 TILLIT TESTING&ENGINEERING COMPANY A3soclatl Inc. OLD 11-192 4/13/15 0- 4/13/15 on' IDA- 'L, 11-15M.F- (305A71-1- 4268 West-ds - DRAWNG No .. ..... West P.1"B_ch. FL 33407 3 1 0-19 15-08 P.E. S IGNATURE 0 TE Y— -67 SHEET 3 OF 20 71TR ASSEMEILY�VSCHEDIJLE FOR HV M HV SLADE 01, (DEDGE -1 -25, 6625- QA ]`V KADE!A -Pox @ KV L=RECESSED' .1575" r,Y-LON eUS--.!N-3 KJ 3.'Ou REC=SSEC rw-ON BLISH:N- LCN WASHER @OR @ u 2.3 ;Kll-�l 3350- x I'-,'WHEELCARR-ASE ASI 3,32-213 SER:-5 --�43 t.1570'.3/16'THICK%YO'q Y"HEEL. -0 AS!302 Sr'FzS S.S.FV75- P/1 -3/4-ACCORD' W/JS HEAD .[ON;:I.% EXTERIOR E. -.--Is TIF .7566 OR J@rn POLYCARKNATE p.- 7 RESSTAN7 Vv TYPICAL HV WINDOW BLADE AND 3 POLYCARBONATE W WINDOW DETAIL)�31 OR(a or C3 --.s. (SEE"OIE 101 REQWRENEHTs) !LIDOR I" p *POLYCARBONATE IMPACT RESISTANT Kv W111000 VAX BAYER UVRO-N 3103 POLYCARBONATE RESINS, A3:1-11ED G7%,0RESiAB*C To&C _BO PI_A., EQUIREMENTS AT EXTE F :-T—---f INNOVATIVE .LEM OR (SEE NOTE 'F' 04 SPIPET'19). o (1) w PIN @ SHAL; ALJAYS BE USED A! ALL E.X(EWR BOTTOM KNI�CKLFS 07 W�ACCOR-YON -,fSTE%l INI HV(D OR Povycmaow-L souRcEs FOR BLADE' TYPICAL SHUTTER ASSEMBLY EXTERIOR KV 71 (2) W PIN F E)AND ONLY AT HV Pltl E o' EXTERIOR GOTTOV KNUCKLES O= K-1 ACCORDION SYS--N. W/ NIV , -W. (4,116uGE's.N Ve:- '1 7 1 (D (SEE NOTE- � --2 - BADE WHEN CORRESPO*D:%'�- TO INS7A�.LAPON "0", SHEET . r- , REQUIREVENTS) (3) HV PIN @ OR @ W/ 1/2" 0.0. 1/16, TN,-,, S.S. WASHER DETAIL X. SHALL BE USED 70R DIRECT NIOUN-INSTA*LATION PER SHEET WHEEL CARRIAGE DET AIL A .REMBLY LAYOUT ntenaCex M HV BLADE SOLID & BY WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricene Zone: 0 2015 EASTM UETAL SUPPLY.INC. BERTHA HVTM .4 Accordion Shutter System fTl LTE C 0 A.S.S.A. L,.RAE#1 W1 CR W/O KV.VANDaN BLADE American Shutter Systems TIL�:TESTING&ENGINEERING COMPANY Association, I OLD Ili-IS2 4/13/1 0 TE OF : _ j- ,, 4�/1�3115 TE OF 4268 Westracds Drive West P.1, Beach, '095 .."s FL 33407 15— "l,' 01VAL`E% SHEEf 0 P.E. 0�kfURF/DATEcLORpA 4 OF 21 i I I @•@'- (((��� T •Q t' *NOTES ON HV LOCKS AND CENTERMATES: 1.VANMTIX7r CONOffION/t:OKE W LOCK 2�or�SHALL BE USED AT 1/2 G SHUTTER SPAN FO.R ANY SPAN OR 12 A90VE OR OW 7 OF S.U,T-R SRW FOR SPANS UP TO 105',AND FOR MSAIATYJI.S ti AN 1 ELEVATOR.HV LOCK or S ANY BE USED AS AN IFISDE OR OU a!JE LOG-A.rALiED TO CR I CENTERVA IES W/(2)1/4.0-20 x 1/2'LONG FIAT W,,%D S.S.LIS.LOGT.OH G=LUX SFAL BE AS.N]IGT'-D ON I /-� ri TYPICAL SHUT, ELEVATION. 2. IF OE5IREO,FOR BETTER PERFORMANCE GR FOR SEGURTY PURPOSES,UP TO TWO HV LOCKS OR VAY BE USED AS AN INSIDE OR OlJ OE LOCI(.CON\T_C1:ON OF LOCKS TO CEYERNATE-S j i 1 I I I ' OR SHALL BE AS INDICATED ON NOTE(1)ABS LOG ON OF LOCKS SHALL BE AS R:DIDATED ON 171CAL SHUTTER ELEVATON. Hva I I _ i t I 3. },2 M LIccTn H V.LOC�SY•LOCKING RODS ME NOT REOUIREO AT-,TR'GVE POST 10N,BUT MAY �OeOn +aSO:a'�,< I -�S s' BE USED IF 061RED TO ENHANCE SHUTTER PERFO MANCE LOCKING RODS 07 AF:RiTERNATI`r DEVICE e•y I I ANY ALSO BE USED AT STACKING POSITION(NON HURRICANE Posmo.4). v CONDITION J22 ONE HV LOCK 1t o-EE USED AT CORNER CENTERMATES FOR ANY SPAN ANO INSTNIADONS AT MY f1EVATION.M/LOCK SPALL BE USED AS AN OUTSL7E DR INSIDE LOCK, I II 1�. 1 I I ATTACHED TO CORNER CENTERVATE W/(2)1/40-20.1/2'LONC FIAT NFAO SS.LIS.lYlO LOCKING RODS`S�_ A,a I i AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL 13 AS INDGTED ON TYFCA SITJTE.R ELEVATION. - I F j I I A AN4 SN'JTIER SPAN SLM--BE DETRAINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. B2Sti.€4 B FIC. ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF MV LOCK o FOR ANY SPAN AND INSf TIONS AT AVY ELEVATION. ERNATE LOCK ANY BE USED AS Afl V510E OR OUTSIDE LOCK.ATTACHMENT TV OF 1/4'0-20x3/4'S.S.THUMBSCREW TO C OR @ CENTERMATES SHALL BE NAGE W/1/4'0-2M3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVL SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. S" I I `' I 1� i i 6.LIANOATDRY CONOIIIIXJ/3 FOR KEYiZONE MOL.:..NO INSTYLADOFL: ONE MA LOCK�or�or®SFA'1 BE USED AT 1/2 OF SHUTTER SPA/:FOR ANY SPAY OR,2'ABOJE OR B10'N 1/2 O=SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK VA"3E USED AS AN INS19E OR 1 OUTSIDE LOCK.ATTACHED TO Q;or Q SYMMETRICAL CENTERMATES W/(2)1/4'-20 x 1/7.'LONG FLAT HEAD S.S. 11 co ENO ) I I AIS.LOCATION OF LOCK SHAT BE AS INDICATED ON TYPIC- SHUTTER ELEVATION.USE OE LOCKING RODS 5j W/33 CONFRECnON i r Y OR @ TOP AND BOTTOM IS COMPLErtY MANDATORY. DETALS 13 0 f M L Y I e ' SHEETS i]N 1 15 TYP.F,rt *NOTES ON HV "T" LOCKS AND CENTERMATES: HEs I— O�CORN R --- —--- .a. —. . .. ---_ ,. SEODNQ ALTEF44ATE 10 MANDATORY CONDITION 41 VALID ONLY FOR W'r LOCK MATES'- CEK-ERMATE ��ONE ALTERNATE HV-r LOCK®MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AVD T. t3 w{gw�•J:a Jw,�o•73" i. �srALLAnBN AT ANY FIEVAT ON.ALTE NATE LOCK®Y,MAY RE USED M AN INSIDE"." VS BE�OR 0 DE LOCK.A TACHNFN OF LOCK®INCLUDES USING REINFORCING LOCKER'El /S SHOWN ON SECTION FIV:,SHEET 9.WH:CH MUST BE 'v•,�1w��•;L.w CONNECTED TO CENTENANTES 0 AND;@ W/1/4'0-20 1 1/2'LONG SS.1HRFMED BOLT W/7/5'0 x 3/32' ,6 WINGNUT OR W/1/4'0-20x1'S.S.MS.INTO A 1/4-ft 5/e'RVNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' C6;'107 •1.w©-C7 `LBi MXGMUM ABOVE AND BELO'N MIDSPAN.USE OF TWO LOCKING RODS 0`TOP AND BOiOM IS VANOATORr. U'• B.E. -CEI -07 *NOTES 0 D LOC S & CE TE RTES: 1.t@_{QM' E ONE ALTERNATE No .C%(( Wg USED IN UEJ OF TYPICAL i1) HV BLADE SHUTTER ELEVATION W LOaLS GR FOR ANY SPAN AND WS I CANS AT ANY ELEVATION.ALTERNATE R)LOG MAY BE USED N.T.S. AS AN INSIDE OR OMI$ LOCK.ATTACHMENT OF HO LOCK G TO®IS W/3 19 x 3/B'F.H.SS.MS.,MO INCLUDES RENFORC'EIAENT INSERT AS SHOWN ON SECTIONS H38-HVB AND MDC-HNC,SHEET 10.LOCK MAY BE INSTALLED AT MIOSPAN OR 12'MA10M'JM BID-OW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ 0 COWLETELY OV10NA` FLORIDA BUILDING COD ( on High Velocity111j,ricon 0 2015 EASTERN METAL SUPPLY.INC." BERTHA HVTM A S S A Accordion Shutter System L G C O 1■e. KV.BODE#1 W/w W/0 .. W1N7LhY BADE * 4//�/!r`.•it= American Shutter Systems ,®„Q, IM,E 0.uW'IR Br. „z. TILUT TESTING B ENGINEERING COMPANY 'a= STATEOF Asaaelation, Inc. 1 oLo il-192 y13/Is DAI'8 413/15 y ;.�C ssu Y...�wE a.s1..am.vAc.a.e.®es.nclm..ul .� F,• �i Pno",;I>a+)eT1_Isw,vw;(ws7eT1_1xn 42fi8 Westroads Drive a DRAWING Na West Pelm Beoch.F,-334D7 a ONALER A ENG`P` WILI �T4IRL.PL . 15-085 F.E. SEAL1tt)l1URE/DA'E rclxlu Ic.1 4a19T ' SHEET lSOF 20 I CRZ!E.11ORS POURED- POURED (SEE SCHM ON cGNcRErE ---2N3!4-S.E. REO _ s,iru 13) RED -6 V4-INE u� Rc cml-REIE Ncl.oRs SE.S-iMjLE ON 1,/ EE SCm-JULE C',SAEET 13� 7N S�"- a) A" 01NLFS C 12'D.C. , Z I�4 G @ 0 12 G.CL -7 ��'I .—- - .0 3 5 CA U5. / VT- r E 6/ M r ., OR-1 N.E EPz�:.MN ra cam'-, SEP'll, Exsw.,G n., ASS— s- HEET 11) dMvLE o•. S ��k EV WALL HEADER INSTALLATION '0C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION (STONE -T mll, sEP�lllol lo GLASS I E.—S t .tA2�---; , 1 - : .1%5EP-13,w GLASS 0' (SEE S�E[)Ui-0?,SwEET 1) o MIgAAaAtE9Aw' {. �Ql:OR'f_e oasr..%,— GLASS (SEE set wir ON s4EETI)- 103 o-1015 F .. Lti TEC] ...._..13 .1/4'l-2W/4'SS E.- "LLu,s TRUSS 1/4 0-2�3/4'EZ.Pl,WPS ZZ , N&wrl".E sm� -mE.3 us. m— Q 1/t--20 NffS 0 12-.0 Z, -001c Apz�i�Rs 01. 1/4-20 frM 0 12 (SEE KIECU--E 011 Slez7 I POURED CONCRETE- 5.u-, 'a) ccNc r-t / 0.CONCRETE BLOCK OR WAJ REWIRED @D) HV WALL SILL INSTALLATION G,,. (SEE 50D'IE M OFj HV WALL SILL INSTALLATION I C14CRE-E. SVL-T 14) OR co.cCuErE�- .W REWRED CE HV WALL SILL INSTALLATION I'-SEE—4 FOI '.5:- EOGE Q�.,;c-L INSTALLATION DETAILS AS SEUS-Ly 'r 2- -.G SEC- e=4M �TV.s c� TUTIsw AW WAY TO SUR AVT @STAI!ATON. E 10, HV BLADE FLORIDAnunnn BUILDING CODE(Non High Ve'ocity Hurricane Zene'l 0 20I5 EASTERN NUAL SUPPLY,INC. I BERTHA HViu Accordion Shutter System —r—c-O- . . . v.R-ADE#1 W1 OR W/O KV.WWW RADE /7iLE ASSA. American Shutter Systems -a. 11WT TESTING&ENGINEERING COMPANY OF Assoclation, Inc. I OLD 11-192 4/13/5 G- t/13/r, 9 e4, -- .—�'-S.m—--.—— Drive i :(ms)e21-Ism IS F.- 4268 W..tro.d.0 DRAWING No ............. W-t,Palm Beach, FL 33407 1 1$-085 ONAL .r.X TUff 1,P.E. EET P.E.2�918NUT' SH6 OF 20 _ (S-E 0LILE GN S�a-.1_ OR _01 cf —,a GLA.-s- 109 pclp TE�K SCRFr C 12'G.E. E,IF ��3_CF _OONaR;r IN-nRSN. % S" 13' (s E�sc,im_.LI:0,S OP EYS7,ls GL�s E.E. F • /Z PQUR� ; i _ -RE , u"1111aR _ D• j mscR (SE SV CE.I -:I)OFa CUT HEAD COYLRcT 0.-C.JRS E.a OH c1I E,Er, TRENCH INSTALLATION TRENCH ONLY FOR U'TO.70.-75 PSF ASA.. 1)HV WALK—OVER INSTALLATION DESKS -SSER RLrE kl`IXG&FCi SPANS P HV CEILING �NSTALLATION HV FLOOR INSTALLATION f SCH-=LE#3,5.4E7 11 ANcHoRs (�EE sc-I-DuLE VEZT 15) Ex.s_.N. F.sTIG 1/4- ­ss o, ,tt 7, 06 m I,Te If SO, 31 V 1 L 4EX cl I cc 4:, T7;(scK"s a W oR I c sS: cls 6 2' 07 R 18 1:. EX V F.K S.D.S. MIN V OZ. I5L,B 1 7/3/L 7/Z COKRETE.A.NC�ORS -c NO, FC'IK-.CCI�ETE- (SZE S REDULE ON c!, "O'Im -m- o"Fd-- I OR C�RE�E G_CCK SKEET.11) OR COIcR=M% 'cWSSD PauRTU-1. '-K -cm MOUNTING 0l,�ILATIQN Oa� HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION REQUIRED j HV RAING ARD INSTALLATION t blim. I N.7 SEC-3- E. RE"OV's w�P7 FORMv TO m CATO.S ADJACEW To m LE a, I-s�, s�m.4—--I-- ♦ "SHEET 1,, LADE 's s .6'r'".'US. INSTALLATION DETAILS WZ T HV Q EM3LY 2- W."NG SE,—NS CAV BE CCMRINEJ WAN7WAY TOSUIT­ N. FLORIDA BUILDING CODE(Nor High Velocity Hurricane one N.TIQ C)2(115 EASTERN METAL SUPPLY,MC. ............ BERTHA HVm \rEN M77c_6 Accordion Shutter System TLE A.S.S.A. KY.MADE J1 W1 OR W/( KV.W1tmv BALE TIL�T.TESTING American Shutter ems — &ENGINEERING COMPANY AssocliatIon, Inc. 4/ -TATE Of M- 4/13/15 4268 Westroads Drive DRAWING Na West Palm Beach, FL 33407 IM-00as". 15-085 —TIN.TIU.T".�.E 144107 s SHEET, P.r E ONT 2A 7 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 1B s :rTEs on v„c;9vo R9a',31.nv Lccl¢�1=, IT Sl. �� INSTALLATIONS W/ 1 HV �*A'0.]4REBJL ®C6 s:3 s. �J IN I j:-EXsTNG Com_ a✓:,E�h^^<9EizL.'�F<YLL,EJ:A:. BLADE W HV CENTERMATES © @-(D-10.U3 2 21 OR SEE END WALL CONNECTION ill `10. 5=•©•�3�1©•©`" -Exsn:G GLss DETAILS ON SHEETS 10 & IB--� z'¢::/s•.c_i �� O.©8w©9•�3 c+19-I�5 I 3i/<' y s•!:• T r (5933-Ts A Vso Taxev Ip. w©•® r �- ---�--- OPPOSING--'--' ua9Rs ro axa_- CENTERMATES SYMMETRYCAL OcR/3GTrou)A I..�! i I CENTERMATTEES_ $10.3/a-S!is.G 1Y <:E:cr.sc_trTy j I /` c.c.r-nL LeuciT. I HV LO- CKar� i To c.Jss � Ptf HV LGCK�o•� (;EE-.uE*uLe C5•* - IN �* (�7 cv srEET I1) i �— -- - -- 35L- L _ r \J LF- 20 HVA HVB HVQ Qom® © OO '®u10 � N..•Qw -c'SIGL\ss , CONCREEOOLOCK'N L O.O`© O.O.®-:—_. __ 10•�5�©•I13�,�.©`° SYMMETRICAL r T� T -Lss 8 9+� 9• 19. 5 `.EaS.:.; .v•O7 •©"'L/'�.®m I-- ,� I I IV I r N^..sePA3Arrx: i i_1; 1 CENTERMATES* ©.Qs Q.@�08 @ TO CRSS 5 " G W HV LDCK oanowL ("� ' (�=c scHEGLLE ��': . V -_..:hTi OP.) :O`�./-a O. °a�•� -0Y TO cuss � ��a(�--•,` {//\�! � (SEE SOREO'JLE IN c"awL I �/ _- 1 1 (-- -"----- i OUT __ - I - ------- ^� `GG6GP.ir=�J •\j 1 aucHORS e £I 17—_— --- i'/'A m 1')p VARIES A. 9� .� l `-0 0 OUT L-_6_'/2"NA%.SAK . F0 UT (�R'OR) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zon \L\111111111111/�JJ ®2015 Ffis F 6RT:1 SWRY,MC. "W"IN r��[ilBERTHA HVTN PJ ...\ceN A.S S A Accordion Shutter System a7 I L E KV.RUDE#1 W/CR W/O KV.W WON BLALE �(• �•K ev (*S TIWT TESTING&ENGINEERING COMPANY American Shutter Systems _ osse®Iloa a„z oRJ.wN ar: N,- -o'. STATE OF '� ^'�"•J6u.A.3b.Sp,vJaaaA GNGQ6 O.mLa.z7: Association, Ino. I OLD 11-192 4/13/15 MIE: 4/13/15 %b� Pnora:(w5)a 1-1530.F�:(Soslan-mI 4268 Wastroeds Drive z DRAWING No •G\�`wma®La�aaso s West Pclrn Beach;F L 33407 3 15-085 , SS/0•••LL•j�G� 'NN-Ru A laLf lr.IE P.E.JJAL/,��I((d1J�E/DATE R-carn ce.I aa•s+ s SHEET OF 20 ALTERNATE INSTALLATION W HV "T" LOCKi�0` HV MALE FEMALE "T" LOCKS CENTERMATES 8) & LOCKERS Vn HV BLADE * o SEE END CONNECTICH DETAIL ON SHEETS 10&1e INSTALLATION n HV BLADE W/ HD CENTERMATES (D G/�f®5••-i.P 4:F]F,a.7Gr_J C ®' f ey-u mn amac tua7Erxo-u ar>rF�s. r 6 7 e 1 .rcao Q 114 sFL-T.V,r Ec csC Fai rs nr.N -•10•®�®'�+©•®� ''��`���w.r-orx w SEE END WALL CONNECTION-. I DETAILS ON SHEETS 10&18 ©•@•®'©•�•�' i ®•®p1®• 6 8 ©>• I (•:/'xn/x's.us v rm l �+'/'c.]/e'Sa.s.s t.' -_ _ _ _.__ ____. _ ._._.._L.._ _.__ �- 3 8 I r30 HV•.T.. L. IN LOCK(INS!OE) :-O --�—.3'roi _.__ a/•"_ __ _ _ — LOUT 3I on 32-"' I 33 '31 ax 32• 31 ox2 3. T`-31 os J # 2©' 1/4" 0-TO x 1 I/2" S.S.M.S. -SS r-- (. � SEE xi]tf 6 ra H,LUQ®. W/ 7/8"0 x 3/32`WINGNUT. (:vraaM DB-HVB ;OUT I HDC-HVC t ©0 HV `T" LOCK(OUTSIDE) ' � SYtApTRICAL HO CENTFRMSYMMETRICAL HD CENTERMATES ATES \y OC INT RIDR HVG `x/ LOCK(EXTERIOR) L� Al) uE0 HDD—HVDtt FLOATING STACK 1( FLORDA BUILDING CODE(Non High Velxity Hurricane Zone A.71(!%�',.,� 0 2015 EAGIOsx META-SV Y.MC. �+ BERTHA HVTM E EC O IM A■S■S.A■ Accordion Shutter System KV.RADE B1 W/OR W/0 KV.NINODN RALE ¢�BeF-1 "k= American Shutter Systems DPOLI PWT TESTING&ENGINEERING COMPANY TATE F ire Aasoclailon, Inc. 11-Isz ./Is/1s ra>E +/13/+5 5As dation, DriveWest Palm Beac,, FL 33307/ONAIEa `� «,M A ;; oE 15-085 N `x` S4EET P.E. SE1xLfSI�I•IATURE/�A'E a OF 20 it i SCHEDULE 81 SCHEDULE 82 SCHEDULE 83 %IA;(INJA!SHUTTER SFAN 'L+OR'L-' M.AKI3TJM SHUTTER SPAN*1 iMUM 54JT(ER SPAN*'L+' (ft"'. FOR INST/.LATiO\S Y./ M OR'L ft. FOR I IN5T4 AMON I PGR:O ��NOTES: O R -L (D.)INSTa unONs CEfMMATES 9&®C• D INSTALLATIGNS Vf/ $ ;,y CONCRETE& ri)L+:M.V(!MJV..ALLO`MBLE SPAN FOR A GNE\ Yl/0\E H`/.LOCK ® r©0• & 5'000 POST. A5.0.DESGN PRESSURE RATING. AD LOCK 'h' SD LOCKING P.O.S�oor• ONE HJ TOCK or® & W/ONE F.V LOCKS MhYSORY L �- / 03 W AD LOC✓.INC -:I'AL'_O11 SPF!FOR A GNEN NEOATAE C=NTE4MAT_S &®Yr,J NO LOCKriG RODS© / WALL A,6;C,0,_ N,M,0,'r 0, A5.7.OESGtl FRESSLRS RAING LOCK©Yl/IYJO LGC{1N;;nU�S®i0?:[ (S KOT_S t.tt) COS MOUNiN F,<&L R,S,&V. BOTTOM SEE NOTES t.tt fJwG Fns voTracCi, (2)PROCEDURE-D=-VNE MV'(J31 SPAN FC=. SHEET 7) FL004/CEILNG G.H. Il,J T,U,Yi&% WALL MG•J.NTNGS(i0P/moi-TD)J)Di FLOCK/C-UN7: COIlxiEfE&YIGaO INSTJ1lAlN\5 O COA'CRT 1 Y700 GGNCRcT MOUN`ING &M D 45�DI .so.IXsy IVSr' rdi V V VISTAUAl10A'S MEN A PCS!RW AS.7.OE;GN PRESS ASFNG. w` YlA.L VOUt :C FLGON/C_J`%G °�•YL` MAL u0uN0NC vasty¢ v'_iE-Ne VAXlVJV SPAN'L+FRGV SCHMIiLE VS'aTYG !u• k las✓c_ ^.uD1itt:V, {TEN A NEG4NE KS-D-OSGH=RSSURE PATH., (aacerl '�r1 ilCTV,-.I uJLTr'.\. 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MACNJM FL!Ati>6i 5PAN IS EOU:L TO TFE __ __. _-.__ ..__ _ \rN UJ_V_Dj IJ!NED SPAN 3E1'hEc'�li A\*J•L-. 35 _, 14'-10' 141-10• 'S=Z• IV-0• 35 I<'-1G' I 14'-t0-_ _ JS _ 15•-2' 16-10" 105 Fs.'.A5.0.DES:CN Px'�S'J FUn'G. 40 IJ'-1r I]_10' '4'-2' ''-2 ---d0--- tJ'-1"' t]'-1p 45 i{'-2' I_1' (S)PROCEDURE P_Tc3V:NE Y.::(IV'J\!5PN1 FCR .�- CCV_ISAT.CNS IN eETA N WALL VO'J!T'105 45 1]'-1" I]'-ir -Ia-±: I!-]• -._50.. ...]_-I-_ 17 t• -_ ' _ -_4._..__t<__•_- 1' FV cO.YSR CENERVAT 1'_MAY 5E U570 Ai ALL 'Y.j FLOOR/CEL!Nu IJCUti,I`tGS: 50 12-5' 12'5- —5• I_'-" - 5C V2'-S' t2'-� 50 I�-3' IJ'-," Mwv1% 1NSTA LAMNS.LGCKTN:S-1-RCAT'CNS .. -5$ ._...._._ IF- ___ S' -L 6F AS OiCICATED ON MAti_•TCFr C0Y,7MO6 ,A$ ft'-10' 1,'-1G' ,1-10 _ 55 11'-1' II'-lt' - - §2 FOR A G'rN FOSrNE AS.O.DE51"..\FRF SURE 60 _ 1V--�a_ II'-4- 11•-7' 12'-4' _60_ 11'-:' 11'-a'- 6C -1072- 10'-1,' NOTE 15,SHEET 5. RARNG; 1R 65 ID'-10" 10-1G" il'-I' 11'-:1' 65 17'-1i; I 10'-10' -. 9=5' f0'-1 L1+=MAX.SPA\FOR WILL 1,10L:\'.IYG INSTALYJ'ON3. 10'-6" IJ'-fi' IG'-9' It'-5' 70 '0'-E' 10'-5' _ 70 8'-9' 9-4•-- 11:.-MAX.S?Ai FOR P-OOi/CE'�J\;MOCNT•IG _ 75 _10'-1' _1 6'-1' 10'-4' t!'-:• _ 75 _IO'-t' 10_1' 75 ---- �9'-9'- tt EXCEPT THAT MA%iMUV 5,1'JITr35PA`'l+*OR ItSf.V.IAICIiS. 80 V-,0' 9-10' X10'-0' 1C'-'." 80 9'-I S'-10' 'L-'AND MAAMW F.S.D.DSS,PAESSVRE RARN7 FOR ._.. ..-. FOR A GirN NEGAT7l_AiD.DE51-.'I FP,ESSV?F 85 9'-fi' 9'-6' 9'-9• 10'-5' 85 9'-6' 9'-6- INST; BE U+ INTO CCNCPT OR CONCRETE BLOC% _ RATING: q`-5" .I O'-•'. 9� _9'-� 9'-�•- SPA.L N ECTION/S FOL'ONS- CEFERM'NE: _.. ..... ___ _... .. _.--.._. 1 KEYS-Oh= - -- l CON TO+645 TO KEY.Ot:_W-C'ISP L1->MAX.MN( PAL`J F'Ji N'J11 MCU`IT:\r INifA'1A��ONa. 95 9'-0' 8'-9' 9'-2' -10• 95 _ 9'-0' 6'-S' ' 9'-0' --9'-]• 100 a_-9' 6'-4" LIMREC G )ON S2 T 7.J.:.Y:9'-^v SPAN.SEE Lt-=LMAX.ATO SPAY FCR FiCGi/CE�L'N i�AIOUNnYC 105 fi-7_ Y-" a'-5' 9'-a'- -105- _a'-7•- -7'-Il- 71i `JOUNTiNG 4�.ON SHEET]. INSiAllATI0N5. .. _ -110 a'-a' 7-' 9'-7' 9'-1- _110 a'-{- V-7' RNA-MAXIMUM AUXMW,_E SPAN IS EQUAL lO IFE its ' e'-2 -t'= -e-{ s-i:= i15_ 67-2- 7'-J SEPARATION TO CiIASS SCHEDULE �NIMUI.!a°WEEI lr+', L•=AND -' _12D _a'-o' I�E'-fi' e'-z- a'-5 12� e_-c' E'-11' p)Go T7 ANCHOR sr?EDs'�W:Td nN:L vA(uuM 125_.__7'-1C' I 6'-e' 6'-0- +_8'-5' - 125 _ - 6'-9'_ ALLOWABLE SPAN MD NEGATIVE 1S.0.D-:GH 130 2'-a':I_s:s r=!G' e- iso i_-_a- fi:-s' MINIMUM FRESSURE RA NO TO DErI.'N-MACHU)A\CY]4 Ss Y_-r_i 6'-2'_ T-3 r=s' Ss 'i'-i s'=z' WIND ZONE sPAaNc. 140 i'-r s-n• 7'-7- .7' 140 Y-5• 5'-11 ASTM E-1996 SEPARATION _ _ 1--- -ids -- r-]• - Y-s• r-r ias— 7'-T -k=g- TO GLASS 150 V-2• W-7- _7'-<' 7'-0' 150 _ --2* F-r 155 ]=0' 2•-5•. 7=2 5-9' 155 7'-0' S'-5' 1 THRU 3 t� l6a _ 6'-11' .9-2- _7-1'-. 6'-7' 160 ._fi'-'I-. V-1"- _165 6'-10' S'-i' ]'-0'_ 6'-4' 165 6'-1C' S'-1' _ 170 6'-9• !'-I1' ,6•-11' _E'-1- 170 -6'-9' I75 6'-7• {'-9• 6'-9• 6'-0' 175 —too 6_6' t-l- ' ff'-8' S'-10' __160_ 6'-6'- 4'-6' HV BLADE I65 6'-5' 6'-]' S'-a' 185 6'-5' a'_6' 1906'-e5'-6" 190 6'-4• 4'-51956'-3' ' 6'-5" 5'-5' 195 6'-]' 4'-3- 200 6'-2' ' 6'-4' S'-3' 200 6'-2• 4205 ' fi'-}• 5'-1- 205 a'-,• {•-i• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane ®2015 ENSTERN MEIN.SUPPLY.WC. N"111p 11T1(�"'rr., BERTHA HVnx �P........:/l , _ AM AA USES IN Accordion Shutter System �---itLv-BJ0E qt w/OR w/o ttv.W1ro0Y!x403 T1LLR TESTING&ENGINEERING COMPANY American Shutter Systems c. Knox wrz IM+AMI'1 fir:ronv. G Association. Inc. I OLD 11-192 4/13/15 axle 4/13 15 Pnm.:(Jas)e71-111a.Fm:(JaSJB7t-Ivt 4268 Westroacl Drive 2 DRAWING No '•, .-0-L1aNaa6�a.om Wes+Palm Beach, FL 33407 : o� (oAto::'�e`: YY}ER. PF 15-085 S•-•••..•... ��•� aa+aa u�1 u147 s SHEET �k �4AfRIG b1T2E/DaTE 6 t OF 20 uAMMUM ANCHOR*SPACING('n)SCHFOU F FORA R LLAW SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.DESIGN - PRF�Rme Re - up A wN2...N.TYPE FOR W MAUATIONS (SEE I101if.Ti)LS E 4&x 4V 515115 6&"!) 1.A\ CRS TO S'DBSRRAJE SHALL BE AS FD:LOVS: Paul® 1JcDIta�3e a0or ia1BOD m1aETE - (A) M DDSTNG POURED CONCRETE(1A rt-3 W) uAwan QE WALL SILL MOUNpNG ©CEJUNC MOUNTING @FLOOR MOUNTING -Ile$TAPCON OR TAPCON Will ADVAVCEC TiR CroRM TECH,\O . Y H,,S,AS W21UFACO o BY I.T.N.EWXM(.Yn.rc=3 ks:) SPAN ANCHOfFS CPACIND LCQ:D -1/4"0 z 3/4'ALL Mi SCM-ST A\'CHORS,AS D'STRIBUtEO BY ALL POINTS SCREN,BOLT&SRCXW MIlPANY.(W..T'9-3 ks) (ft) 09tH NxAE iP@Iv R.6FO I r@V.LE0lT1E RaIDSE Rage 63N L:..ONE iR.a RE FAIL -t/4't BLVE;AP CONCRETE ANCHORS W/CAP AS MM'UFA=EO 6Y.CROA FASTENERS DtREC.LNZ.(Yv rc=2 ii) ]0 a 6C )5150 120 1W 205 311 I b I W I)5 10 112011601205]0 I W I SO 175 10 J-11601205 TW_x OR -I/4"0 TAPPER+ANCHORS A VANJFACII:TGD BY POYIES FASTEN-..n-"S,DIC,AND DISIRB'.'IT BY ALL PoXS SC Af.SOLT&SPECULTN R. li l0 9 0 s3 14 I 8 6 2 l0 g 8 8 TA%CCN WTi.AOIAA.NCED MIA OR A2if DINER AFPRGAED L'ENSED OR AtrMORIZED VENDOR REGISTERED'PERS 11E AVE4;A'SI;DRR Frr_VE ASSMLI10N.A� iE17EADMRAI TECHNOLOGY (Y-,Yc ]Wi) 3-0" 14 I2 10 B 9 IB 8 e I4 12 lO 9 LB 6 8 It 12 10 9 8 0 fi 6 A11 POINTS SOLID ET OR 14 12 10 9. 8 18 6 19 12 10 0 0 e 6 8 IL 12 10 9 0 B 8 5 NC15: 14 M 10 B 8 1 J 14 12 1C 9 B B 6 6 14 12 10 9 8 8 e F UP TAP W/fly 14 li 10 B B-'] ss J3 la,12 10 9 BIB 6 8 12 10 I a e B 6 5 iA�R+ &I)�=V EMBEDMENT INTO POURED CONCFFT OF TA2'CCN OR TAI'ON•�'l WANTED TFiafN--•.FN TE':!.'VIXOGY/4+:11085 AVO TA'?Etr I4 12 10 9 e 8 B 6 14 12 f0 5 B 8 6 6 _14 I 10 0 8 e E 53 A]`•->IOS 6 1 3/4 A1:FOR 9:1E TAP Y!/J.P AYCiDS 6 I/2'. 4'_p I4 I2 10 5 e 'i8 t 11 13 10 9 8 ! 6 19 14 12 IB e_ 8 6 4 ].5 14 12 to 9 8 18 a ab I4 12 .IC 9 8 e s 5.5 If 12 10 9 e 0 8 a5 A2)MNIM�'.1 EYBEDMEt(T OF 1/4"t z 3/<'AU PCINiS 50UD-ST ANCHORS SHAT_BE 7/8'BTO NE POUP.ED COSCNE-.NO EY9c.'TI.,w I4 12 t0 9 )s Ss y - 1f 12 to B e 8 s 5 11 12 10 9 e 1 5.! 4 1Vro SNAIL BE FERVTTTED.1/4.0-23 S.S.NMH:N;SCR,. USED SPAL eE 1 1/e LONE M L'V ST(CULO ST_Y:CO D IST.AD 5'-0' 14 1x 10 e l e 6 14 12 1D e e 0 6 u 14 12 1B e e e s a3 vnAMuv MR wANs wrnH NO s:Ixo. la 12 la c B ) a - 14 12 Io B 8 85 5 35 14. 12 10 18 65 5 J.! J A3)W CASE TWAT PR,STOh_,PRECAST CO4CRT PANES,PAVERS OR NY VENEER BE MUNB CN TE EKSD4G w.c1 OR BOOR 1{ t] l0 9 8 73�3 = 14 i] 1 0 3 14 1 10 9 0 I s a.9 )5 ANCH04S SrULL BE UONF DOUG4 TO R� THE WIN SR'J.••RIRE EM. SlD WALL�+3HES.AV'_+'9tULE SHALL BE AS D:OICA OV 1a 1i g5 13 83 45 - - la 1Z 15A )s SS a 14 NOTES Al)&AL2)ASM.MR IN5•A =A.ON WIII:SNND DR Bis V,t. 'AT CR LIENAL a-CWS:'L'11,15 ENGINEER.Mi 6'-0" 14 1. 10 9 0 B 0 - IS 13 10 e a 6 S It 12 10 t i B 63 S ].S INSTAUATCN INTO flF5 WET:MENA:SNDS SEE SHFe.Ia. 14 It 10 g)S 55 3 14 12 IU 651] 53 1 14 12 0 fi5 53 4 J L'_12:10 9 0 B - - la 12 10 1 B 1 0 63 1 5 15 la 12 10 BS 8 5 a - (3) M DtSRND CONCRETE BLOCK:(AS1Y C-3C) 14 li 1 8 65 55 J - - 14 12 10 9 8 e3 a3 O5 14 1a I10 e J 5 ].3 ] -1/4-o TAPCOII OR TAPCON AnH ADVA?YM WRFAJFORIA MCHNOLCR.Y A2ACHORS,AS MATU NCTURED EY I.T.B.BVLP�t. T-D. 14 13 10 9 B 8 _ _ 14 12 10 9 8 ) 3_It 1Z 110 9 JS 53 4 3 3/4•ALL Palh-s 5000-SET N:C40R5,AS DISTRIBUIEO BY ALL POINTS SCRc,'i,BOLT&S?EiIALTY COY?MY. 14 11 10 a 63 1 - - .A 12 9 )S 0 a5 J.5 - la o3 ) SS{S ss -1/4'0 BLUE TAP CONCRUE ANCHORS w/CAP AS VANUFACII•RED BY RORNM FASTENERS IYIV T.INC. I4 N 10 83 ) 4 - - 14 It 10 8 )3 53 < - 12 8 J ]5 a3 - -1/4.0 TAPPER+ANCHORS AS MA\UFACIM?iEO 3.'POV/ERS FASTENERS,INC.AND CIS MLIMB E!ALL PIXX:5 SCREW,BOX-,&SPEC'AUY I4 11 J s3 a5 - - 11 12 10 9 73 53 < I4 12 9 J e f3 J COVPANY OR A\Y O.M APPROVED LICENSED OR AUTHORIZER VENDOR REOSTEREO%I-d WE AVERIW:SF.''TTIIER SY'-ASSWAICN.DI:. B•-0• 14 I1 10 B 0 rS - - 14 12 10 9 0 8 4 - 11 12 l0 N01F5: I{ 1283)-SS J - 1` li B fie 93 1 3 23 6S 8 5 a 3 - - 3.1)A NMM EM3EDMDT INTO COKREIEz BLOCK OF TAPCON.N:UE TAP VV/CAA'AN_HNCNS AND TAPPER+ANCHORS 5 1 1/i"AD TAPta.`h 1� li 195 13 6 - - - 12 9.5 ] - - It 13 8 6 531 4 - _ YIRII ADVANCED THREADMRM IECHW!04Y MCIIORS IS 1'. IJ BS 63 S >5 - 14112 10 65 S - 11 tE 8 83 5 14 _ I4 12 I. 9 B - - - 14 12 f0 9 J3 43 - - 4 li 03]5511 - 9'-0'- - __. - _ 1 - B.2)V kMW DA3SOMD.T OF 1/4'0.3/4'ALL FORM SOUD-SET AICFORS S14WL eE ENTIY EVEEDO�J D.TO TRE CONCRETE BLCCK NC li 115)s 6 4 - - - I_D. 7 53 5 JS - - 11 B 59 43 J3I- - - EVBEOMEM CRO SNOW 510LL BE PEW?iiD.1/4'[-20 SS JA�G`E SCREW USED S:ALL I t/2'LON-Mln'VUV 54CUL^SrJO0D It 1! 6 65 t5- - - 14 I3 fi5 ) 5.S a - IT- 7 55 6 Ia3 - - FAST,AND 1"M:N.VUV FOR WALLS W. NO SNCCO. II.S 85 53 1 _ 14 12 5 7 6 13 - - 11 It ) 9S _ 14 li to g )S - - - It U NU 0 63 S - - 14 li-6 B 5 14 B.33 DI CASE TINT PRECAP'T STONE,PRECAST CONCRETE FWD_5,PAVERS OR ANY vENIET BE mLwo CN Tn'E E36nNG WALL OR FLOOR, 14 105 > 5 15 - ;�35 fi3 5 a ] - - l0 13 S < ] - _)_ ANCHORS SHLL BE LONG E\'OUGi{TO REACH THE WIN STRIICTLIRE BDO.VD 50.'D WPL FlASHES.AVLhDFAOE SYJ:L BE AS D.TNCATED DV 14 11 >3 S3 - - -- - T.ILS 9 - - 23 93 B -.4 -I- NOTES 8.1)&8.2)ABOVE.FDR a AJAPOhS ON WNYL SID=OR OS wW OR W'1l:OUT URAL SIIPJS CUSINJ TPIS ETONTEH. 0.5 6 5 - - - - 14 12 B 63 53_ - - 13 10 65 S 4 1 3 - FOR NSTA.IAnON IMO ENS Wall METAL SVCS SFE SHEET 20. II'-0'14 12 - - - - 14 tf _ > 6 13_ - 11*o7.4 o5,J SS a3'.JS - - _ 12 g _ J 43 15 y _ (C) MMOVS Vi BE LV5TALLED FCLi CM A1.O=WE RECOMNE!IAIICNS AND SPEC'FI :a`.s OF Dir ANCHOR'S VAN'SF TUNER - - It 05 ) 53 a3 - - .IS BS 55 43 .�- - 9.5 J t3 - - 1<'13)3 8 3 - 12 9 fi 43 a _ _ (D) SEE SaHEDJIE BELOW FDR EDGE a6T,V:CE(E0.)VERSUS SPACING IAEUIONSHIP FCR AV.Y.ORS. 14 I_to - - - - 14 I2 a 65 53 - - I] 15 63 5 1� '- - ISTAN IN 5 M 0 5 53 J _ -� VMN4M ANCHOR SPACLV45 ARE VALC FCR ECfiE DRMJLES IAIOPATS mf10M.@l E.D.ISS T3M iFE VlT.:A'E0,REJICE M:1OR SF:.CPG 9S 63 5 4 - OS B 5 4 - BY Y'JLmPLY!NG VWNG SHCMI ON SCHE E BY THE FOLLOWNT FACIONS. 85 - _ 14 10.5 J 53<S - 11 BS SS 43 35 - - REWCED SPA^.ND OBTANED USING FA-IOi sNAU NOT BE IEss WAN 59NWN SP.LING B CA TEC FOR E0.H AN-F..nPE. U I) - - - - - - t 1131)3 8 5 - - 12 9 fi t3 41 _ 13'-0"DS e - - _ _ 0 131 5 4 3 - _ 73 55 a J - - - - ACnJAL FACTOR 23 as - - - - rz 9 1 ee'4s 7 - - - BS i s 4 - - _ - EDGE TAPYX)N 7l4i£AOFDflM �LOfW ALL POINT SOLID SET BLUE TAP W'/CAP TAPPER+ 0 6 - - - - - - 1S 9S 63 5 .. - - - 2")S 5 4 - - - - 1 HV BLADE O 01 F CE WN.SPAQM 14'-0'14 If - - - - - - 14 1o.i 53 --- _ _ Il 85 53 4S _ _ _ ED. VOL SPACLYC-]' PIAL SPACING-]" IN.SPACMG-3 1/2' MIN.SPA^21L a]' 3 J/<" 4" la u- - - - - - B'113 Js - - i s ss 3 - - - - 1 HV B )E aNrAR"� &OCX1a18D@QEIE oroarF2mL �H oae& BL""51aAEnmaElemaaTEelme 11 B ISS 43 - - - - 9 03 t3 - - - - - HV WINDOW ICRE4.7 uNEB.31/Y NLEZ21/Y lUL EIl•]1 uR E4•r 14x.ED..3 I/l L•21/C N2 1B e - - - - - g3 ) 14� - - - - 3" 1.0 09D t.0 0.76 1.0 081 15'-0"T" _ _ _ _ _ _ 4s B 6.s - - - - - gs e - _ = BLADE WORKING 212' MDLDIs _ _ _ _ IN UNISON♦l0 - "]I= 5 - - 83 e - - - - ZOSl1 _ _ _ _ _ _ _ 13 83 53 - _ _ _ _ 9 83 _ _ _ _ 1 3/4" - 091 - - - 0.43 0-M- - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone C lou EAsTmN uETAL SUPPLY.INC . : '•"'" .,, /� c c BERTHA HVTM CENSE ''•: - ASS IL E C O INe. Accordion Shutter System KV.BADE p1 W/OR W/0 HV.WINDOW RADE _ American Shutter Systems NV. gTsnmca - BRAWN_ Yl. a: TIWT TESTING&ENGINEERING COMPANY ' STATE OF R..•N.v>sw 5... B.wDn.RSRe,A N. Assoctatlon, Inc. 1 OLD 11-IBx 4/13/15 are 4/13/15 .�fz" 4268 Westraads Orire 2 RAWING No West Palm Beach, r 33407 3 IONAt . 15-085 SE.AAN 11 I��IATURE/DATE ' "U I a.1s, s SHEET n EE OF 20 v =Y =O 0 C Z Ir T UO �Z�\an r" W�3€ y � r.. ,., RP W ■ E o zs tc w = Q EE o n n.5 n ug 0 v 3 r ia , u � : .ill i ^mt®�a el„^le 'o �nnnn�r jnnnnnn�na„. nj.!a i , - Q ' � nnna�n�ra„. ^aarn^^r. ^ i lir^i �„ii � :?✓ Q- A �, , njnrin n;n ,nlnnir,r,ra n„rna ^a^I an a• a: s:¢o q r;r n n r!r nlnjnin nlnirfr rin;n;n n r r,n r,n n ,n,nin a r n r„n n a r n n„e a r �r>aA;•,. � ,•55 x �7�r nln,r r n njr r,rir,n nn., nirin•r r n r -- _ njn njn ��'4'%, �.•'' �'�• n r�nn �r�n,nnnnrrrn r '• P ^'91„i^^ia•„.r r'„ni9„„ia,..^al^ai^„laiai..ieln'. �3« d9^2alai^„r,a:^^r'•iaaiai_I^„eia�^��^•2^^••�^ f............. .......vj^ ^;. s,„ ^^i„ _ r t,::z = �«_xix=:xxslxxxzzxs-,�zzzxzss_s�l:xtzxz�zssxx�sszxs i MAXIMUM A.S.D. DESIGN PRESSURE RATING (p v Q AND CORRESPONDING IAAYIANM ANCHOR SPACING (jna SCHEDULE FOR A GIVEN MAX SHtTf(ER SPAN-NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE L'QUMIW ON SHEETS 16&17). 15-- L_J B S�;;T FR AT E SO:RHERN PINE No.2 W MIN.G=0.55, SPRUCE RNE FIR NORTH SPRUCE PINE FIR 504.,714 SO HER RIVE Na. SPRUCE PLN_ SPRUCE PINE I 1 2-M.N.CD)( 2 W/MiN.c=O55, FIR DOUGLAS FR Yl/MIN.G=0.50 W/MINI.G=0.43 W/MIN.G=0.35 /PLYYIOOD LIN G=S 1 W/ W FIR NO=00.43 YI If NS 00.36 wx5ry u:n.c=a.so / / WALL MOUNRNGS CEILING 110UFTT T WALL MOUNTINGS CEILING MOUNT T Y]ALL MOUNTINGS CEILING MOUNT T Mf N,0&R FLOOR!AOUNTI,NGS M.N.O&R FLOOR MOUNTINGS M N 0&R FLOOR.MOUMINGS WALL MOUN'DNGS B.O.WALL MOUFTINGS B.O.WAIL MOU\ IES B.O.WALL MOUNnNGS W&X 'N&X V7&X P&0 S&V S&V s&V ;s D$rs4lesrt ux lam. ¢2.3 x9c4 w3LRia14 ry; I�ll;ae_ _�s:!d.'as K-F!e re aa<1 -na var FEm�xx W7 ^uva'r mea mc',31, Llm�cF-to.-,c u��ry FE-_Oxg ¢v6 x'm_t B¢cacwTyl 2nlla•< :rmcr SO 46 60 75 90.Id 05 JO 40 60]590.CS 30 40 EO 75 90 OS 30 10 6J]5 97 0.5]0 40 60 5 90 OS]0 40 60]5 90 OS]0 10 60 75 SC OS 3G 40 6O 75 90 iO5 3J__F0 60]5 9];105 9 {0 60 Ta 90 C5 Z9 17 Ila D g O<'e?' 12 i 10 to S 6 I B 6 E E E 6_6 12 10 IC S E 8 G 6 fi E fi 12 10 10 9 B B 6!6 E 6 6!6 6 5 < < 3 ] 12 12 12[12 12 12 12 12 12 12 1�f2 12 12 12 12 12 12 . 5_0• 12110 10 9 B B 6 E E E 6 5.5 12 10 1C 9 46 fi E 6 E 6 6 5 12 10 to 9 B J 6 6 I.6 6 6 S 6 5 4 4 4 ] I2 12 12 12 12 12 I2 12 12 12 12 12 12 �A'27 2 C._12 10 10 9B 6.5 6 E 5 6 5.5 45 12 10 10 9 9 5 6 6 6 .5 5 .S 12 lO 10 9 fi ].5 6 6 E 6 5'45 E 5 < 4 3.5 - 12 12 I2 12 12 12 12 12 12I2 I2 10 6.510fO < 66 S<.5_ 4 1210i09SJ E 6 16 5 4 ].3 12 IC 10] 7_5 - 6 6 6 5 4 ].5 E 5 4 4 - - 12 12 12 12 12 12 12 12 12 f2 10. 12 12 6.5 7.512 10 10 7.5 4.5 3 6 6 1 E 5 < .5 12 10 IC 6 v35 - 6 5'5'.5 .5 3 12 10 10 4 - - 6 6 5 3.5].5 3 E 5 4 - - _-_12 I2 12 12 12 12 12 12 12 1I 55 121 ]3 S12 10 10 5 3.5 - 6 1 c 55 S 135 3 12 107 9 d j- - 6 E!45 4 ] J t2 10 4 - - 6 6 IS A. J ] 6 5 3.5- - - 12 12 12 12'0 12 12 t2 1. 95 BS 12 12 ..5 SS12 10 ]S i -i- 54 3 - 12 IO;E ] - - s 4 .St3 - 12 10 3 - - - 6 6 < .5 ]�- 6 5 - - - 12 12 12 1. 9.512 12 1210.E5]512 12 _6 512 10 55- -1- fi E 4.5- - - 10 {. - - . . -1 12 10 - - .5 4 - -1 fi j 5 -_ -L 1212 12 1'u 9.5 12 JL211 9.5 B 7 12 .5 a'2 1�<5- - 6 b t - - - 12 10 3.51- -_I--.6 5 JS- I2 10 - - - - fi 5 ].5- _t- 615 - - 12 12 f2 95 B 12 E.5 7 E 12 1.55 .4fJ-0- 12 I - - - - 6 E _ - _ 12 10 - - - - 6 1.5 - - - 12�].5 - - - - _6 4.5 - - - - 6 4.5 - - -!- 12 12 12 8.5 7.5 12 8 65 55 12.0.54.5_._I<'-0' 127 - - - - E9.5 - -I-_= 127 - _ 5651- -_1}Irr.- - 1217 - - - -^54.5 - - -1,7613 - -I- 1212126612 ].5645129.33 ) IS'-C• 'Z - -. _' 6 -I- -!- - 12 _�= - 5 -r- -I- -_12 - - - - 5 - -__- - - 6I- _- - -)- I212119 ].5512 ] 6�11291 - 16'-0' 12 : -1- - - 6 -I- - - 12 - -I- - 5 - 1. - - L- - S - - fi r- -I- 12 12,0.85 65 A-11 3.5- (10 HV BLADE OR HV BLADE W/ 4�A HV WINDOW BLADE WORKING IN UNISON* Fh:E�Ox SIEti 19 rA +NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. t.AH41'.pS TO HAI.n56T OR SalP3 N000 SOmr SPALL BE U FOLLOWS: ].N3TPcE SWLL 001✓$r OF THE FCUc`_c-. -SIXR167W PRE Na 2 w/rrU55(ROS) 1/<•.TIJ6IX4 A1(iW25.AS l4W.FAL^JREL lM I,T.W.e_'iD-Jf w/u'NM:u FLBfDYEN'AS PQG.r'-J. 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OF DEmNC WOOD EELV 1 _1• PMWFS iRU55 NA; __ •\ EamAC W'0Oo HEV ER. iG eE CERRrlEO eY N::,.I Mk"Dic SCWAS R:,^.STUL'D EAYi.VEFF:i/ 'lI I _ ___ EL CN;WOG) (aEE S.'1iELl.'i ON c:{E!N5j W/t/4'-2']Ml 0.RafRECT PRIOR TO O J — BUSSES OR I\7/ i 19 E Ec= a 1<D.C. sru— INSTa 10,:. /'' /1 1/2' - I/2—— v,FiA'a 2,. a 1 F - �$j I r -' � ---- - C.C.REG—E0, i� 1/4"0 TAPGOY.ORTAP ,..• :; 252' TNFsaDFORMM TEONVrVH ,;G _ •//i ' / (� / I / —o.Ss]'_'acF- •x/I I z•Mn.P_NErRATcv /j/ Dµ L_..TNr ' ( II/I�•�\ I .` ^c_^ CF iHRGDFO A-,S1 TO r ED EC ):iil/'" ;-E EO- ___ -...- 1.411 d"CON:.e_LM.'Jac I EKSnNG NOCO NEMER. I _.N.c -__ �(EOEITS ALLOY)%/ s=sonEm.+=ON saE�u; 17 or ,3`or )5 a E•,� i I or 1 or I (])5/W.LM S:RMS T) ... ELN IRAFRER 0R TRUSS. I l/ IIS LOCAT VG_YP.=M15 A' -EIOa 1O t4N 2Sa' _ t L I tji ENFDTR OF DC Nc w;C) Ex S'dIG--I Y.cIOcR f�D'p -_ (D i(..! �4 ww .(2•Nig.N.Ov NL GLASS IL._-. 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