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HomeMy WebLinkAboutPRODUCT APPROVAL1/4/2018 ! Florida Building Code Online - Business • F ��a3.OG�5� f r BCis Home I Log In I User Registration I Hot Tomcs Submit Surcharge State & Facts I Publications I FBC Stag BCIS Site Map links search db a ,} *Product Product Approval L(F�i USER: Public User 6�• Product Approval Menu > Product or Application Search > Application Ust Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Cnarrh Rcculfc- Annlirwtinnc FL# Tvoe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion *Approved by papa. Approvals by DBPR shall be reviewed and rebhed by the p and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by trad Itional mall. 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 Smalls provided may be used for official corn munication 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 Product Approval Accepts: ® � MilM" MAR 0 2 9018 ST. Luciee Colin Credit Card Safe CONCEALED FASTENERS ORATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD hftps:llfloddabuilding.org/pr/pr app_lst.aspx 1/1 Ay y018 _ Florida Building Code Online .— BCIS Home Log In I' use R gistraban Hot Topics Submit Surcharge Stats e. Facts Publications FEC Staff I acts site Map Links I Search I Honda d pr Product Approval USER: Public User ,.y�,y � Y Product Approval Ham > Product or Application Search > Application List [�p� W t1 Search Criteria i.� J,� Refine Search Code Version 2017 L# - 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SParrh Iii - Annliretinnc FUN TTvVe Manufacturer VDlidated 8v SS,aJ,g� FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Roll -up -nyµ uveu uy vorn. nyymven uy vorn snmi re rewewm ano raemea oy me vuL anclor in Lpmmaswn n necessary. Contact Us :: 2E01 Blair Storm Road. Tallahassee FIL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Co0wi0ht 2007-2013 State of Florida.:: Privacy Statement :: Atcesi bility Statement :: Refund Statement Under Flarida 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 ro 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 pravide the Department with an email address If they have one. The emalls 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 avallable to the public. To determine if you are a Ilcensee under Chapter 455, F.S., please click here . Product Approval Accepts: NE in WIRI M MIm- securityA nTiltlCs" MAR 0 2 2018 57r. Lucie County, Permitting CONCEALED FASTENERS OR ATTACHMENTS ARE TIME RESPONSIBILITY OF THE __CONTRACTOR OF RECORD _ ------ https:/tfloridabuilding.org/pr/pr�_appjst.aspx 1/1 a � r n� m' L TRAPPED ANGLE .. IV MWA con., A @ Bulmournne C-4 F SUILQwQUT TUBE Et Bulu):OUT Ifiag 4x6muLVON -COMPONENTS @ BUILDAUT-rum wuteuumaamura J�p w&v4-nwmurLbEX7EXSCREW 6f) 5tl§2.IT�.WM..UILDEX�TAP�CO��N)(.�LANCROR HCR Y 2." I I { (df a 1 SIDE/END CAP : 3 HOUSINGU(FFRRONNTT& BOTTOM).040 040 THICK O/ 4 SPRING BRACKET e ® 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE • _ - 7 SIDE RAIL (MAIN SEC71M 6. 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ALIAL RN BUILM TO TUB£. WALL MOUNTING! MULLIONSQORR POU OtONCREFEWALL S AE�T ON 1167X ATICN.04SE B - SPACING:."VAUD FOR 'CONNECTION TO CONCRETEW/'HILTI INC HVS-N OR POWER FASTENERS WEDGE-SOLT ANCHORS.. ._ it SE le COMMERCIAL- APPUCATION FOR: t 100.0 A A.S.D. DESIGN PRESSURE RATING-WS O' ILION SPACING, VALID, FOR C014NECTION TO HILTI INC I(WIR 60LT TZ ANCHORS. 11 IOTSHOWN FOR CLARITY AORFDA: BUILD00 cvn nmo.alA ']V }ga Iuaaa Mom. EXPM51ON a :z . , W., I 1 9" WN SECTION X3-X3 W/ 0 limmm." in R R mism a wfi� (VARMURM400 MAD 6 > O0. Em Tic3 k: 1EDGE OF � 4JW APFM�E 2 3 4 XKdt Eml TZ E hY<ION ENTA N (I V4'# KW* MT 12 DP ANS MI (OPoENEATgM3fl,&g#2).- FLOOR TO CEILING/ TRAPPED MOUNTING: MULLION SECTION W-3 "END& INTERIOR TRAPPED MOUNTED MULLION INSTALLATION FAF� I/or - r 17-244 E.O. ¢D CGlCAEfE • J hi wn.). scNErniLE@1. 0' Q'%8 r� %8 ALTERNATIVE SECTION X3-X3 W/ CG O 1 (wj ORIENTATION N 2i (2.0- INTERIOR MULLION ONLY) 4 8 e - • SIOE. RAILJIO�ANO BOX NOT SHOWN FOR ,CLARITY. Eoc or sL.RI WL1 I�ncE or sus rt uwlcarsE� F ewpram[ (SEE SCHEDULE /i SEE SCHEDULE f) tiEDULE'B) FLOOR TO CEILING / TRAPPED MOUNTING: MULUONS-ft SECTION W-3 SCUC Tom' • Y SEE W%MUM Q (INTERIOR) TRAPPED MOUNTED MULUCNSSPAN COVERED UY SCHEDULE IV FOR INSTALLATION CASES I, In k' 11 ON SHEET 2.5. (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION):. INSTALIAXIN CASE I — RESIDENTIAL AND 'COMMERCIAL APPLICATIONS WITH' *60.8 p:s.t,. MAXIMUM AS.D. DESIGN PRESSURE RATIIJG, 12*-0" MAXIMUM MULUON SPACING: SEE SCHEDULE #1 FOR ADDITIONAL SPECS. IISTAUAIM CASE' Is — RESIDENTIAL_ AND COMMERCIAL APPLICATION V W/ ±60.8 p.s.1. MAXIMUM AS.D DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING, SEE' SCHEDULE #1 FOR ADDITIONAL SPECS. ITSIA11NICN CASE U — COMMERCIAL APPLICATION FOR 3100.0 p.s.T. — SOHEDULE #1MIN. INSTALLATION SI.A13 TTHICXNESS ANCHOR TYPE O SUE MIN. ANCHOR MIN. "STANCEFOR .CASES REO•D. (TYP.iTOP L SOITOY) EMOEOMEM ANCHOR. 3/8.0 NILTI INC. HUS-H 1 a- REW,i 3/8.0 POWER FASTENER 2 1/2" 5 111- SMY ANCHOR L a' 1/2.0 HILTI WC XWX 2 1/3- 5 1/Y 7 T2 u O. 1/2.0 my WC KA'Rf 3 1/4- ) 1/2f 80U R . she•. TAPCONS _, 3 1/4 il4•y 3/�• 1fH.EVUDEX Toc SCrtENs IIL q/ 1!4' w/ 1, QAO.DEo' Mvunzm situ 7 3Js_ 2'1/B' IGn.:NB®1dElff 9 26" O.L. wA?!ER O'i9 OF. N"n.'CA 4U1. ED. I t; Dom w mP=aL£1 4m. �} T 3/4 E.Di_. 2 I 2,1 \�/ 4. cmvgjms POURED T• Ca4CF0E. (Cc = 31d WmJ I 2• B".Mo. THICK FWD. ♦ POURED CONCRETE t I ,(E'c = 3 151 M1p.) .� " 1 I &° Min. TNIM REO�D. EXIEPotlR' END CAP T eyr E.G. v . NOTCH WEB �@YP. TOP/BOTf0:1), . a � EO.-QED. I ca. " 1" I l 3/4" Yn EEO: 4i4'We' (bDSi: T4 AIOT) A a N;n. ) m. 4NShE EA: SGE` iv u I D. (wALLMOUNTED SNON, M �-� ALSO INSTALLED TRAPPED MOUNTED EDGE fG�-1. . A°P1tCaetE PER SEAN-0'-0' ON SHEET B.) a0 ExlEiaoe SECTION X4•X4 W!' (END $4 I�{T�gIO�j�{,tILl10N1 (WI 4RIENTATION >9 -2) au \ p Ann.ILuD ALUM.. •SIDE RAT!(JNOT SHOWN FOR CLARITY 1 1!2'xi 1/YxDA3/4- I. ]/P RW BU DEX W/ 10 ITL IdIN� \ TEK S 24*- c E. TEK. SCRECIS 6 2t ac. 7(i; nJBE. I I r ceNnLpwLs C07.97EIE }19.Ngj^V I 8T^f6n:'TRm CK Pwa I p• X I R EDBE IF APPUGBLE< WAa. (TG"P�. Ta ,W(LLCMOUNTIN& UELFON 2 P3GREfS�CONCRETE4—`T _ �SECTIONI u WALL MOUNTING, MULLION. 0) POURED CONCRETEW .i SECTION W-0 'i C 124 No. •EItE. Ir OPIU6 BLEj I T 03NDNJp74 POLPED OONCRM (ic . ) is ltnj W W, 7MICKNESS ' MOO. � L'e' 1Nt4.. EDj i :EDGE IF APpU AW' _ 7 SECTION X4-X4 W/ (INTERIOR MULLION] (�'/ ORIENTATION 8 2T (A7.1 ILIM ©.(INTERIOR) INALL MOUNTED M YY SCHEDULE 2b' FOR INSTALLATION IT' ON -SHEET 25 (LIMITED 4OA0, MULUO{ _SPACII SPAN INSTAL ATIONj (NSPI. ATION CASE -. w/ FOR ULUON SPAN CASES I' h: �G; AND I TO STEP 1: OBTAIN JOB SITE-SAS.D.DESIGN PRESSURE RATING(pAQ FOR THE OPENING AND OE$ iW SLAT SPAN -L- LM TO PROTECT IT (SEE GENERAL NOTE 02, SHEET 1). STEP 2 ENTER TO CHARTS (la, tb & Ib') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN ION' SLAT SUP On), ANCHOR TYPE AT 6ID RAILS; A.SD. DESIGN PRESSURE RATING (f+mL); THE REQUIRED MAX SLAT SPAN'L-R, THE FOLLOWING INFORMATION IS PRW+IDEDAT CHARTS 1 THRU,IC TOPROCEEDVATH PRODUCT IN STALLATION VERIFICATION: • ENTER A.SD. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE; INCLUDING ANCHOR TYPE;THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LNAT: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN POR WHICHA GIVEN 1Q' SLAT SLIP MAY BE USED, FORA GIVEN A,S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO CLASS. IS PROVIDEDON CHART IV: PROVIDES SEPARATION TO GLASS FOR PRODUCTS WtO R W/STORM BARS (SEE STEP4). STEP♦:IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS R STORM BARS& MULUONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4S IF STORM BARS ARE USED 1. MINIMUM SEPARATIONTO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART lc; ON SHEET15, IT SHALL BE MEASURED FROM BACK OF SLATS.TO GLASS. 2. ENTER TABLE ION SHM22 W+A,S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWASLESTORM BAR SPAN (HEIGHT). 3. ENTERTABLES 2OR 3ON SHEET 21 WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACINGAND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORSTYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING 12ERMANENT.(ANCHORSA & 0) OR REMOVABLE (ANCHORS 8 & C) INSTALLATIONS & ACHOICE OF 2 OR 4ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR. SPACING, PROCEDURE 4b; IF MULLIONS ARE USED BUT W/O STORM BARS I 1. MINIMUM SEPARATION TO CLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL BE BASED ON CHART to ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 1 2.: ENTER SCHEDULES 1a THRU 2cON SHEETS 24.25& 26 W1 A.S.U. DESIGN LOAD; MAXIMUM MULLION SPACING INTERPOLATION ON IN BBETWEEN SPACINGS FODETERMINE RAGNr?1M I.)L,(LLIQN&P�N) (HEIGHT) MULLION ORIENTATION- lI��II� 3, SEE SHEETS 10, 101, 11, ILA 12, 12A, 13 & 13A FOR � jREQUIRED MULLION CONNECTION DETAILS AT CONCRETE FOR A GIVENTOP & BOTTOM MOR ULLIOTO ON LTPE(Yi' RAP ) MOUNTINGS OF MULLIONS INTO PROCEDURE te: IF BOTH STORM BARS A MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS ANO MULLIONS ARE USED SHALL BE BASED ON. CHART IV. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATSTO. GLASS. 2. ENTER TABLE 1 ON SHEET 22 WlAS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). S. ENTER TABLES 2 R 3 61 SHEET23, WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DEfERMINEAPPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR" TYPES COVERING PERMANENT( ANCHORS A& D) OR REMOVABLE (ANCHORS B S C) INSTALLATIONS & A CHOICE OF 2 R 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 4, ENTER SCHEDULES 1a TRRU 2c ON SHEETS24.25 & 20 W1AS.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX, 12%r R T), AND DETERMINE MAXIMUM MULL�GIDSPAANN. MULLION WIALLO UBLEINTERPOLATION NIERPOL TI N IN BETWEEN SPACINGS FOR AGiI!EN 8 ), 5, SEE SHEETS 10, IQA, 11, 11A. 1212A, 13 & 13A FOR MULLION CONNECTION DETAILSATTOP & BOTTOM FOR: FLOOR TO GELLING PED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A' GIVEN MULLION TYPE (ar,G&_10). • PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES"SEE SHEETS 2D & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. SLAT PERFORMANCE: CHARTS IR. Ib, Ib' & TO: (ONLY VALID FOR li? SLIP) FOR AGIVEN A.S.D. DESIGN PRESSURE RATING(P.6.Q. PRODUCTMOUNTCONDInON INCLUDING ANCHORTYPE AND FOR INSTALLATIONSW/0R W!O a nPM aeac CHART IR CHART -lb CHART Ib' CHART IC ' USE Asa LOAD � MAGMA FoRmE AMD taIa WNLE $18"0 KNK BOLT 3 ANCHOR POURED CONCRETE PC 5/16'. TAON XL ANCHOR- 6116"6 TAPCON XL ANCHOR rc° 1¢sr9.wv �^`'�16 taaTx m Pawrn_c6ttf<610 MAIL"SLAT SPAN •LMVL•. (Ff) SLIT 'L M.`1FT)*Lmw.'(IFT)MC43URM _MAIL SLAT SPAN REWARD MIN. SEPARATION -TO -MASS TO &&I OF SLAT (in) RESSMr4a RATING m lmo r lFAF1R9 t¢.rmo r aa0-our 5d`1rr . sa Ta imt :� 1m19 sra£wm vuAm uanoJrFu1 r R9mwRsrss4wawu7 tuemm ewn-prt-au1 r.. • SfORN " 1a BARS W MOM w BIAS 1504 20'-0' 15'-l- 20'-0' 20--0' 2W-O' 15-4' 20'-0' ad-4' 2d-0' 18'-4' 18-0`- 15'-8` '1' 1ST Y6'20'-T 15'-3' 2d-0' t8'-6' 20'-0' 15'-0' 19'-W 16'-r 20'-0`. IS'-01 16'-3' 'U'-0- 1- 14 1 2' r 7- 20'-0' 15'-Y 19'-]' 16'-6' 2d-0• H'-9' 17'-C 14'-10' 18'-11' W-5' 14'-10' 12'-9' 1' 44 1 2' 6'7' 26-d' 15'-Y 1W-9' t5'-3T 2W-0- 1P�2` 16'-0' iS-9- 17'_C IC-21 13'-9' 12'-0' .1' 141 ' 8'T 2d-0' 14'-10'. TV-9' TR-2' 19'-r IS-1- IV -IV 1Y-IW 18'_2! 13'-P 12'-8- II-w 1 20'-W 14'-8' IS'-s' 13* 4V tr-r 12'-4' 1J'-1I' 12'-i' 15'-0' t2'-4'. 1Y-0' f0'-V 1`14.1 - 8'Y 19'-V 13'-9' 10-9-- 12'-0'. 18'-9' I1'-8' 13'-2' If-5' 14'-2' 11'-8' ll'-4- 10'-0- 1' 14 Ijr 5 - 7- 55A td-C t271' 13'-IY ll'-it' '15'-9' it'-O' fY-5 In*-Il" 13'-C 1Y-0' tv-10• 9'-r P t/' s' . Y 70A 17'=C 12'-I' 13'-Y Ille 15'-0' l0'-8' 11'-10' 10'-4'. 12'-9' f0'-8'. 10'-4' 9'-0' 1' 13 1.2' J6A 18'-6' fl'-Y IY-7" 10'-10- N'-3' 10'-Q' 1V-C 9'-1C —12,- -Gr Id-O- 9'-10- 8'-10' I. .13 11' 6` 7-- 50A 15'-9' 11'-0' i2b' 10'-5' 13'-7m 9'-5' 10'-IT -W-Y. 11'-7. 0'-5' 9'-3' 8'-8' 1' 13" v ]T. 15'-V 10'-r 11'-7' 10'-0' 9'+3' 10'-5' 9-3' 19'-2' 9'-3' 9' 00.0 t4'-V IW-1 1V-2 9'-W 12'-6' 8'-10' 1 10'-1' 8'-11' 7'-r 'rT-10' 8'-ID' 8'=0" 1' 12Ile %' 7" 8'-5' I 9'-8' 8'-7' 1P-4' M-5' 6'-6- 7-2' 1' 12 'Ir r 7' 100A 17-9' 9'-4' td-5' S- it 9' rY 11'- '' 8'-9' 9'-2' 6 9'•8' -0' 8'-o"'-2' 8'-0' 7-4' i 11 f 2' 6' J' 110.0' 11'-7' 8'-r W-9' 8'-v 1Q"-il- T-10" 8'-t0' Tait' W-Y -'7'-.10' 7'-9' 7'-T tmo 120.0 10'-8" d-1' A'-3' s'-2' 10'-3' T-5` 8'-5 ?'-6' 8'-fl' J'-5' T-5• 8'-10' 8' T 1250 10'-2' r-9' 9'-d T=11` 10'-0' Y-Y 8'-Y T-C� _ .6'=8" ]'-Y r-3,- 8'-5 1` 11' r 7' iJ0.0. 9`-10'. 9-8- 8'-0' T-8' 9'-9' 7'-0' 8'-d T-2' 8'-5 T-0' 7'-2 0-6' t" 10 1/2' 6' .Y 1310 B•_S• 7'-2' 6'-6' 7'-7 7-10• Y_t• 6'-'2• B�tO' T-0' 6'-5' 1' 101 T 9'-1' 7'-e' - 8'-11' 8'-ID` 8'-C I. S-10' r-8' Y-Ir - P ID' 6' ]' r-4- - 7-9' - - 1' 10' 6' T 155A 8'-3' ]'-10 T'-0' 8'-5' r-2' 7�-Y 1•• f0• Y T 160D 6-10' • NOTE& 1. ABOVE WDICATED WI.. SLAT -SPANS MAYBE USED AS LONG AS ANCHOR SPACING SCHEDULES ON- SHEETS .17 A: 16 INDICATE,THAT AN ANCHOR. SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND X%4; DEMONS PRESSURE. RATNG. 2. REOURES SIDE PAU FASTENED TO EXISTNG STRUCTURE WITH MRKKK BOLT'3 ANCHOR OR 5/16'a TAPCON IL ANCHOR.. INTO PbRED CONCRETE' OR:.CROUT FillED CELL CONCREIT BLOCK. OR WITH 1/4'0'. TEX SCREW5', AT MULLIONS CONNECTION: VALID FOR WALL MOUNTED. TRAPPEOMOUNTD. AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR. INTERMEDIATE LOADS MAY BE OEKRMINED'. BY LINEAR INTERPOLATION DEMUR END ,VALUES. WALL MOUNT 0651W7 SAT SPAN RANGE PROWS D'-4' t > 4'-5' t > s'-e' { > W-7, t > 7'-9' t > 9'-12' t > W-16',t ,> W-2V t 7- 5 5/8' >61-85 8' 9' 9" - 9' 9' 8' 5 5/8- 5 5/e' 8" 6 1/2- 5 5/8' >Rt-tao 9' 8' S. 8'. 7"- - - >tit-tno 7" TRAPPED MOUNT DL1n6Y. - SLAT SPAN..RANGE , pia fo D'-4t > 4'-6' t Y 5'-5' t > 6'-T { > 7'-6' t :> .9'-12' T >- i2'-18' } > 19!-10' T - 7 1/2' i8t-no' - - - >12t-Ia8 9" B' 9' 7' BUILD -OUT MOUNT SLAT F--SPANy o] t t Nom SLAT .SPAN FOR A GNEN A.S.D. DESIGN PRESSURE RATING SHALL EXCEED. SLAT' SPINDICATED MAXEVER SLAT PERFORMANCE CNARF ON SHEET 15. BF1 -. - SLAT SPAN RANGE P I 0'-4' 1 >.4'-5' T > 5'-8' 1 > 8'-T T > T-B'T J 9'-19't... >. a2'-76' { IY 18'-26' 1i WNG .' E E E E) E' E' I E "E E E E; S. S. 9' 9" 8' 8" 9' 9' 9'. 9' 9' - 8' 7 3/4' 7', 7' 5 5/8 9" G. S. 9' 9' 9' 9' B' 8' 9' 9' 7" `7" 6" 5 5/8' 5 5/8" 5 5/8 7 I1Z T 1/2- 6' 5 5/& !� 5 S/8 5 5/8' 5.5/8" 7' 5 5/8.-5 5/8 556 5 5/8''5_5/8' - - - - >81-1W 6 1/2 6 3/4' 6 3/4' 5 5/8 5 5 8 5 5,W 5 5/8. - i106-txn 9' 9' 9' 9' 9" 0' - 9' 9' 8" 6" 8" 6 1/2 6' 8' 5 5/8 5' 5 8 5 5/ - - - - - - - >i21-fag e' 9' 9'. 9_ 97 7 12 8' 8' 6 9 2 8' 'e 6' S 5/8' S5/6" 5 5/8 >ta1-160 9' 9" . 9' 6' 8' 6" 7- ftuNG MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/ 5116"O TAPCONXL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN'LOAD:& SLAT SPAN RANGE WALL MOUNT 5li1T SPAN'. RANGE ium SLAT W4 SLAT SPAN FOR A I—:� —1 GNEN A.S.D. DESIGN LOW SHALL 1� EXCEED MAX SLAT SPAN INDICATED ON .[off SLAT PERFORMANCE' CHART SLAT SPAN DEFINITION ON'SNEET 15. TRAPPED MOUNT I eUILD-0UTMouNr I L ✓ iLOHNA'dURDWG C� [Hrn H:9h Y<bub H�micam 2erc) *> 4416' i' j TTYIV 2 O]011Ri0004fi. Nautilus .ft yi 1 o f IL E G O Ixa 8o?�ssaan.rryorom ��,. •.;'" tt a `OS/D R... n r i a+a e p a ucm 0 cav>t« EXPERT' m wwo "r:. �,imurlt+"ti. SHUTTER' SERVICES. INC. 161a SN, %TMRT SSIHEt iT-Z44 itt ZJ✓ALILpb nn.w"" ron*M.u�. M 3M4 0..0�.., �i�� P.E. SGNJU-' dk�5ufff/oAtE vt+e-'eurt s. az 11aiSA' U4..1 utsx 0 vm n vs pmn p�4gq r>natM 0`-4' Y > 4'=8' Y > 5'-8' Y > 6'^T 1 > T'-B`Y > C-iZ' 1 > 12'-16' 1 > YB'-20' Y s ]0.0- 7 1/1' 5 i 2' At-t0 6' 8" S' 8' B' B' 6' 4•. ui-p0 9' 6' S' a' 8' 8' 4` J 3J4' >at -Bo S. 8` 8" _ T 8'` _ T s 4 t/Y J J 4"' _ >af-ias' b' e' B. '6 t/2' � >109-t30 E" 8' B. S. 1 Y i t/2' 3 3J4' 121-tw -8' T iJ2" b' 4 1/Y 4' } 3/4" Nat -HD 8` B' S' 4' 4' SLAT'SPAN'. RPNGE.. pap DaettsN 0'-1^Y >. > 5'-8'Y >'8'-T 1 > 7-D' 1 >-9'-12'1 > 12'-16' 1 > ib'-TO' 1 a JOp ,6' 0' 8'� 6' 5 t/2' 5 f/2' 4 1JZ' ott-w 6' S lf2' }' - 4' 6" 6' 4' d - - Net-iw 6' 6' 6 3/4` - 4' 3 3/4` 3 J/i' Nii-ipp 3` J 3 4' 3 3 4` -� SLAT SPAN RANGE ' Pia�mK. D•N' 1 > F-8' T 5'.-6' Y > 8'cT T > Y-B'Y' i 9'-12'1 > 12'-.}B'. Y a' 16'-20'.L i E E' E E E E E. E° E E < w.0 b' 6' 6' e" 6' e' 6' fi' -B' 6' 6' 5 7/2'5 1/2. 4^1/Y i' - 4" 7 3J4: >!i-w S. 6' 6' 6' e' 8' B" 6` 6' 6' 6' 6' 6' � 6' -b' 8" 5' 4' 4' 3 1/i' } 3/4' 1 }/4' J JJ4' >N-M 6' 8' 6' 6" '6'. 6' 6' 6' 6` 6'6'6'e'6'4`i'33/4'-33/4"33/4'33/4'B6"6"8"6�b6"5'S'S'4'3-0/4C33/4'JJ/4'3.3/4'-8'6'6'6'8`e'S3/i4.1J2J3/4J3/4`J3/4"3}/i'33/4'33/4"Op-1'(p6`B'b'l25345344t/2 J12, i7/2J7J4}3/4"3}/4"33/4'tai-Iw6"4'i1/i43/i7JJ4�Z]$J431/4'S�T/A:6".'5"'412.41/2"13/i4"4' 4' 3 31.4p. t I MAC ,L p9mmD'-4' WX SPAN RANGE T > 4'-5' T > 6'-6' T > e'-Y T > T-9f T > 9'-12' T > 12'-16' T > 18'-2V T a 30D 8` $• 8• 8' 6` 6' 8• 4 1/2' >31-40 8' 8' e` 7' 4 1/2° - Nt-W e' 8' 8• 8` 6• 4 1/2• - n1-60 7` 5 1/2'. - - >6t-f06 5• a- 5` 4' s. 1121-10 8'- - - - >141-160. 7• S. 4• - TRAPPED MOUNT .: .. RESM9M RwRc.( .. SCAT SPAN RANGE' .._ D'-4' T > t > S'-p' T > e'-Y T > 7 -9' T >'9'-12' T > 1z'-16' t > 18'-20' T 6' Ir- NI-a0 6. 8' 4 1/2''. >61-80 6' 6 '6' 6' 5•- - >8f-103. 6` 6'.. '6' 4 1/2' 4 1 2` >106-120 6° b' 5 1/2` 4' 4. 1/2' _ r 4 1/2' 3 3/4' - BUILD -OUT MOUNT T SCAT r'SPAN� o� I T'M MAX. SLAT . AN DES[GN A OMEN AS.0 RATING GN NEARPRESSEX PATING SLAT SSP�INDIDIGfED MAX'suT 'PERFORMANCE CNAAT ON SHEET 15. I I SLAT SPA' RANGE FFE=u 9'-4`7 Y Y-5 Y > S-8'. T > 6'-7' T _> 7'-9' T > H'-12' T > 12'-18',1 i ' I> W-20' t fUtA,�E(pa6) E E E E E0 1 E I E , E E E a J09 8" 6• 6• 8' 6". 6' . 6•i 8' 8' 6' d' 8' 61 -6, 6' 8' 5 1/2' 4' 4 1/2- >31-40 6' 8• 8` 6' 6• 6• 6°6- 6°•'=6'6- fi• 5 1/2'S• 4' _ 6" 6•' 6• 6' 6' 6- 5 i 2'6' 6' 6' B' 6' 5 1/2' 4 1/2 - - - _ 3 3/4->61-60. 8' 6` 6' 4'. 6• . 5 1/2 5 1/2 4 1'/2 6'. 5'4'. 4° 4' 3'3/4'6' 6' 6` 5 1/2' 5 1 4 1 2. .3 wJ/i 3}S/a-.. - _- >t06-f20'5 1/2 5 7/2 4 1/2 4. 1/2. 4..3,3/4 4' 4' 3 ] 4 3.34 WYq M1 vaxr ie ota 0 (USE -MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D.. LOAD) ' mAxIMUN A.S.D. - SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (Psq Vx Vy Vx Vy Vx Vg Vx Vy Vx Vy Vx Vy Vx Vy Vx Vg 5 30.0 SO "60 10 75 165 90 238 106 421 135 594 180 - 999 240 1390 300 >31-40. 10 "80 .10 100 386 120 440 140" MS 180 823 246 1328 320. 1823 400 >41-60. 10 120 '290. 150 794 180 509 21D 708 270 1.266 360 1962 48($ 2553, 582 261-80 10 160 616 ;200 767 240 M 28D 1007 360 1895 480 2422 600 2547 596 >81-105 123 210 550 263 711 31.5 ,1.1.42 368 1 1372 4,73 2009 591 2492 638 — — >106-120 313 240 728 300 881 - 360 1345. 420 1587 540 2112 640 — — — — >121-140" 552 280 .960 350 7003 420 1612 490 16fi9 630 2039 635 — — — — >141-160 781 320 1186 400- 1322 480 1873 560 1740 640 — — — — — — �SPANSLAT� SLAT SPAN DEFINITION SIDE Y pypy JN G Qi? �¢Q /i V � �• 6N i Q og Ek'. t e o rxw 'ma nna e— d �m a�.¢¢ ��xv eeo . p vsi��. oxs� � fix d w :L oua `S�g. C z, r ` elm 4 A 93 CNN u2i ® K N 5t LL $ •!.� jn/?�} s x vm o r >C C: v. ggngg Aid cY Y m � LL F S 0 u wWas 0 o a T ♦� � �Cn J 3p Y pp ,xLL,.3 • a to ,p igge i i a ;�� �014 hhYh�'r 4� �,�b�t,l @q •••�mi.hi. M1•l h' h g m y a S i�pm1 -bb �e M ��� .rslFtt g P L 'm e Z 9 in ye{ �i o b hi o'a WALL MOUNT & BUILD-OUTMOUNTTO 2"x4" WOOD. STUD .(SEE DETAIL I ON SHEET20) WORD GRADE NICEt-6'''SOUTHERN PINNE._92'W,0S5) NG�V ''OUGIAS-FIR-SOUTH (G-0.46) "UCE PINE-RR-SMMI G-036 ' _. WALL MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 20) DE ti49 SLAT SPAN RANGE wm 0�1 Om4`Nbv >SbIr 9tot'>1 mP`>gmm' #2 V s30.0 6' 6' 6' 6' 6' 6' . 6' 6' .6•. b"6' '4 3 4' 50 b" 6' '6'"6'4 3/4' 1 1/2'60 6'6' .5:3/4' 5 1/4' 3 3/4' 3' SOUTH 5 30.0. 6' 6' 6'6'6' 6' 40 6T 6.8'5 1/4' 5 i4' 4 1/4" SOUTHy 30.0. 6"6" 6' 6'6• 'S 1/4' BUILD-OUT=UNT TO 2")C WOOD STUD NTH MINIMUM 112" PLYWOOD (SEEDETAIL t ON SHEET 201 WOOD GRADE- wam SLAT SPAN RANGE 44a 'IY4'� >,�-s -+!" >..a-r' .>:ro• >s-,r' Y>Mf• 6 YbM• 6' WMf.• 6' IbM• 6' Y>M 6. VAMY S' Y>MY V IKIM 6' MYMY - 6' YSM• 6' IlM 6' IMM�' 6' s 19.Q SOUTHERN PINE,#2 40 -'6' 6' 6' 6' 6' 6' 6' 6' 6' V 5 1/C '5 174' (Ge0S5). 50 6 6' 6' 8' V 6' 6' 6' 5 114' 5 1/4" 4' 4' 60 6' 6' 6. 6' V 5 3/4' 5 3 4' C 4' 3' ]" DOUGLAS-NR-SOUTH 5 30.0 '. 6' 6' 6' 6' 6' 6" V 6' 6' 1. 6' 6' C-0.46) 40 6' 6' 6' 6' 6' IV 5 1/2" 5 1/2' 5 1/2' 5 1/2' 4 1/2' 4 1/2'. ' -PINE-M-SDIITH Cm0.36 z 30.0 '6' 6' 6' 6' 6' 6' 6' 6' '6' 6' S 1(4° 5" -GMAX.RIN SPAN FOR SLAT A •GNEN AAD. DESIGN LOAD SHALL t{ M EXCEED MAX. SLAT -SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20'SHEET. M. s Y1W. I v �a STORM BAR SPACING (F7) PRESSURE Rk7M IPA 2' 2.667' 3- 3.5' 4' 4.5' 5' 5.5' 6,' 6.667' 30.0 1V-O" 11'-0" - 11'-0" 11'-.0, 11'-0" 11'-0" I I1'-0" 11'-0'' 17'-O" IV-O" 35.0 11'-0" 11'-0" 11'-0, I V-0" 11'-0" 11'-O" I I'-0" H'-0" 11'-0" 11'-0" 40.0 11'-O" 91'-0' 11'-0" ll'-O" 1.1'-0' 11'-0' 11:'-0" ill-O" 11'-0" 11'-0" 45.0 11'-O" 1 1'-0.' =11'-O" 1T70" :- 11'-0" 11.-0', i i 0" _.. 11'-O" 11'-D" 11'-0" 50.0 11'-0" 11'-0" 1:1'-0" 11'-0" 1 VO, 1.1'-0" 11'-0" 11'-0" 11'-0" 11 -0". • 55.0 11'-0" 11'-o, 11'-0" 11'-0" 11'-0". i l'-o"' 71'-0" 11'-0" 1 V-O" 11'-0" , solo 11'-O" 11'-0" i1'-0" 11'-0" 41'-0" IV-O" U'-0" IV_0" 111-0" 65.0 II.-0" 11'-O" .. W-0" 11'-0"T. 11'-.O" W-0" II'-o". W-0" I I1'-0"'� _. 70.0 11'-0" 11'-O" 11'-0, I V-O" 11'-0" 1.l'-0" I V-O" I1'-0" • 11'-0" 75.0 1 V-O" I V-O" 14'-0" I V-O` 11'-0" I V-O" ill'-0" 11'-0" F 80.0 11'-.0" 1.1'-0' 11'- Q" I11-0" 11'-0" 1.1'-0" 11'-0" 10'-10, - - 85.0 1 i'-0" _ I V-0" 11'-0" 11'-0" 11'-0" I V_O" 11'-0" 90.0 11 "0" 11'-O, 11'-0" 11'-O" 11'-0" I V-O" - 95.0 11'-o" 11'-0" 1V_O" IT'-O" 11'-0t" 11'-0,- - - - 100.0 . 11'-0" i l'-0". 11'-0" 1.1,'-0" 11'-0"' - - - - - 105.0 11'-0" 11, -0, 1V_0" 11'-0" Ill-0" - - - - 110.0 11'-O" 1.1'-0" T7'-0" I V-0" lo'-10" 115.0 ' I V-0" 11'-0" _I I v-0" Tl'-0" - - - - - - 120.0 11'-0" I V-0" I1'-0" 11'-0" 125.0 11'-0" 11`-0" li'-0" 10'-10" 130.0 11'-0" 11'-0" it'-0"- 135.0 il'_O" 11'-0, Iv_O" 140.0 1 1'-0" i 1'-0" l l'-0"- ._145.0 11'-0" I'V-0" 10'-.11" - - 150.0 111-0"- 11 1-0" 155.0 11--0" 11'-0". 160.0 ++ MEASURED IN BETWEEN CENTER ONES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO 'CENTER OF STORM.BAR. I THIS REGION IS ONLY VAUD FOR INSTAUATl Ns W/ I OR MORE STORM BARS PER SHUTTER: j THIS REGION IS ONLY VALID FOR INSTAUATIONS k 2 OR MORE STORM BARS PER SHUTTER. 4 0 ,STORM BAR SPACING W (FT). 2' 2667' 3' 3N 4' 4.B v 5.5' W 0.867' DDA BO AB 0 AA D -A D. ,/yBCA__ yB.CA ABCD no JSD A D AB.0 A,9,C,O D B D CO "AD D• ABC CD W'D Ae.CD 40D D ec ABCD kS D A cD: APAD BC AB.DA.acA- ABA 0 B D A CD. CA D 9C0 0.B.00 .C.D Axxp A.B.0 60A A CO &Bco A.B.C.O .O.0 A4,C.0 AS.CO AB.CD AACID A10.0.0 &BIC 63A48AD ke.0.0 C.0 AD= ABCA K34.0 AS.C.D A.B.0 AB.0 AB.O DOA AR,CP &V&DBCA .CA Alslu 9C.D D A C A,8,C AB.0 D6A &R.Cm &DAD BD.D A mg-0 BC.O 01C A.89 kD,C As TOA &B,C.D_ BCD BCD CD ABCD 4BC: C &8C. B. 9 TAD iksu A.09,0 A121C.0 ABC A0C0 ATLO xv.0 &S A A DOA- - BCD BC C0 M.C.D Av.0 ILCL C A A A' DOA Noc.0 ASAO BC.O 6,0.co BC BC 0 A A A IM) BCO AIRIC D ABCD BC AAC ,__&BBC A - A A. A OSD BC,O _AB D CO ABC. 8C AS A A A a. 10pA A9.CA AB C.0 .0 _68_C -A-- A A A A- 103.D B D ABCD AB.0 AO.0 B A A A A A 1160 ABCA A,%C.D ABC ABC A A A A- A A 11w) ABCO ADC AAA A A A A A A 120.0 A%Cp ABC Alalc AB A A A A A A I= yA,�OyCD. &PC � A A. A A A. �A' 13"' BCO BC kVC A A A A A 'A A I= A.S.CD ABC A,BC A A A A- A A ADA BC.O'-: BC B. A A A A A A 143A 0.0.C.D B.0 AB A A A A A -q Ej 1'A.0 CO D A" A A A' A A 1DSD BC AB A A. A A A A '1D00 i pac A . X, I A I A I A I A I ... I _- ANCHORS TYPE LEGEND I A 3/8-9 GRSON STEEL KWIK BOLT TZ EXPANSWN.PNCHOit W/.2 1/2' Min. EMBTAMENIS k 5' Mini }HICK POURED CONCRETE (fo. -. 3000: peQ B J/8'Ovt 7/4' POW'ERB CALK -IN ANCHORS. 'A/ I. Ile W6. EMSEDMENT* TO POURED CONCRETE (fC-e 3DOD pal) h 3/e'o-18' 6 ,NE SCREWS C 1/4'Rx3/4' AlLPOINIS-SOl@-SET ANCHORS +Y/ 7/8'- MID.:: EMBEDMENT* TO POURED.. CONCRETE. (fe - 30DO p0i)..& 1/4'e-2D, 18-8 STAINLESS Steil MACHINE SCREWS 0 5/16'0 nw/BURDEz. TAxaN PNCKORS W/ • EMBEDIAW IS -BEYOND ANY FLOOR / CEBINC RFBSH STORM BAR SPACINd-e (n) �. 2' 2887' 3' 3.6' 4' 4.5' S' S.5' 8' 6.687' 3" BC.O AOp AB DP. ke= X81cp A8.00 ABC C A,11,C Muc = . A.6,CD BCO BCD AB D C AB.0 A.B.0 AS.0 - AB A ma D xQ.0 B.C,D k9ps, AOe AOC A 0. 450. .ABC.O C,D. CO AB '04 "do Alex A- A A D0.0 ABD.D ABCD ABCD ABC SC A A A A A "A A,8,CD ABC.D ABC ABC A A A A' A A DOA ABCD ABC AS,C Ag A A A A A A dM AB CD BC BC A A A A A A A "A XB.CD ` B.0 A.3 A - A A A' A. A MO 1 &B.C.0 .ABC A A I A A A I A DOA' ABO AB A A A A A DSO .0 A I A A A A A O0A ADC A A A A A OLD B C A. A A A - 10" 0 A A A A - - -- - - 110A A A A A 11B0 A A A A- - - - - - 120 A A A A 12" A 'A A IMO A. A' A - - - - - - - _ 135A A' A A 140A _A A A UBA A' A A '165A A A _ wm I A A SCHEOULE9a FLOOR TO CEILING(TRAPPED) MOUNTING MAX. SPAN fftl-FOR END AND INTERIOR MULLIONS FOR GIVEN A,S.D:!DESIGN PRESSURE RATING (p.s`.f"1, & A MAX: MULLION' SPACING (ft)' I SCHEDULE 2a WALL MOUNTING MAX: SPAN (FT) FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.) $ A MAX: MULLION SPACING (FT) i sn. MAXIMUMMULLIONSPANOT) tt¢ PAtYr7 owl www � IN. MAXIMUM MULLION SPAN (M ®4'xMM'MULUON 0�1 4-4-414-MULLION .. G2 4Ylktl/•TNIC prmANGE)Mt7WON ' ©4•)iVMM` MULLION G) 4'Ak1N'MULIION � 45R?tlCYW.M F1ANfEi 6A&t D2EMQt1pN WET 4f OR�IIGIAN 2 ( O A: 1 6f£XfANAI'62 CC,Ip21)q.V 1 pCEMniIIXi i2 f lA3'NG)AN /I pdpRallON 2 D9�ANAMJN , D]]J1GiR51. 02 f fM'1J1fAM 2 Qt 3NIFN'Al iM IN1C9,ER END DRA009 END IMOM NO .O INR6m -m ll11U60D [N9 51RROR: [HO WlCRiCR Do 041EMOR END INIEWOR ]0D 20-0' -10 8-6 T-J' 1]-0- 9'-4' 90'-T 5-0 11'-6' 0-B ]-5 » 5" 50A W-P -1D, 9-e' -3" i -M 9-a ,D-), 8'-0' 12.6' ?-6 T2 ]!A ]0'-0': T-4• a-3' C-9' ,1'b1 B'-B" 10'-0' )'- 1}•b• B'-11" n'-11• a -E' SSA 20%0' Y-a' p'• ' 3 6'-4' iY-3` e'-B• 14-0' Y-)' 1]'-S 6'-11_ IYb' mmI Ro'-C 6'-10' 9•-IY 6'-a' f0'-11' e'-1- 8'-Y Y-• Ir-r 8'-11 5-6• 1F•-6' a0.0 35-0' -0'-10' 0'-m' 6-1• 10'-r 6•-P- 0'-Y -)•_J• :8•-S 1 -6• a6.0 20'-0• B'-8• 0•-6• 8-6' iN-' Y—•^ B'-3' l 6'-11' IT-Y Y-11' 8'-1' 12'-6' 6eA 2W-0 6'-8' 0'-6 8'-8'. 1ff-v T-Y 6-11' 12-6• 1 '- ` B'-2• 1Y-5' '-11 - .r-0 T-a• n-6- 6'-1Y. 0'-Y d'-/' B-J lY-6' ,1'-a' I'-4 6'-0' S'-it'1]-b. Y-t. l2'b' 60D ]�•-0' 20'-Y-'- 6-2 Ii.' 0•�1• Y-11' B'-0' S-9' 1'-Y. B'-ID' Y-Y '!off V-,I- 8'-1P 5-Y 5-,` a-tff IT-6` il'-a• 6'-11' 3'-)' IYb' 12'b' -D !'-n' B•-5 5-C 5-6' 6-2' tr-Y F-a' 5•b' 12•-6' SOD 1D'-y° 5--0' Y-' 9 5'-6' O'M' 8'-10' -Y t'-B' 11'-0' 3'-6' 1]'-6' W0 ,B'-P $-0 S-9' ]•-a` , 8'r• 0'-1 Y-4' e..]' il'- D mil' • 6'-1• S'- 9 I �8_ 06A ,0'-4'_ 8'=„9 9'-0' S'-F 9'-Y 6'-1D' T-S' SOD. tx'-4'.. 5«2 Y-6 _!•b 0'-]• 5-3" 8'- Y "_D'-0` "1'-0' S-Y S'-4•"' 9--c 6'-1Y9- a lx- m 1w-V 5'-B' T-1' S-O '-C 5-6` 0'b' -]' 11•-J• 8'-Y S'- 12'-S• IDD ID'b' Y- ff Y-Y •-4• 8'-}' Y-,0' B'-Y a'-6• u'd 5•-6 1]'-0' m 15'-9• V-V Y-T S-a" -10' S•S T-tY C-21 ,1•b'. 5-S S'-6 12'-a' BOA ID_ D 5'-9' T-]' S_P B'-V 8-+S 5-Y C-S It'-8' !'-6. 11'-a• D - 1 -0• V-4` T-T' '-a' Y-' 0'-' :T'-9' '-2•... p-S' 0'- • J S'b 1'-3 tl9 5'-Y H'-' 1'-Y 5'-4 0'-]1 6 t0 I I e•-2• ... /-S II'_ • A'-n 12•-] BOA U'-2' S-,Y Y-Y 5'-S' T'-8. t •-' 3 6•-O E•-1 ri ''-! e¢0 14--Y 5-10• 11-x• e'-]' 9'd b H'+ 8'-J' i3O' Ii'-5' '6'-Y 12V -S'-ID" - W-S' 6-5 5'-e '12'- 3 m IS-Y 3'-10' >-0 5'-8• 9-Y r-11• B'-T 4-II' IIR9 1T-9• !'dP Y-Y' S•-Y Y-e' S-Ei Y-B• VG- 11•-S n•-e• S'-9 12' IOeO 12'-9 S'- T-' i 5'-T^ 1 1 •-T.' C-0' T-Y S•-)• T-B• 8'-Y T-V -6' 11'-5' C-Y_ S'-B t -b 101D 13'- ' 1. 5ro' - Y-0' S'-Y 0'-3' Y-P G-Y 5 n•-e• s-0- u•-3 -1/0A n•_)•. B'ro" Y_)•. 3'-d' Y-8' 6'-Y ) -D' S-e'- fl'- • . 3 Y-8' !'-10 12_3 II40 tY-T 6'-A' Y-Y S•-6- 9•-Y Y-2• 0'-Y S-]' W-S• 5'-fY ID--] 113.0 It'-' 1 -5-1 Y S'-8' Y-9 8•-9'" ]-9 -Y 11'-3• 8' 5'-11 Y'-0 116A It-' E'-I' Y-T 3'-9• 9'-Y 7-0' _8'-2 f .,'-3• 5-11 1 - 1NA tff-0' 6'-1' > 9' S-9' T-8' B'-1C T-2' f-Y 11'-Y e'-10' n'- ` b' 6'-1• Yb` 5-Y' -- 9'-S Y-3' 0'-Y 5 Y C-` 128A t0'-2' '5-Y T-Y" "3'-10 ]-10' Y-0.. )40' 6-9' 1'-3" ]'b• -1 - 12-3: LGA y0 10 8'-]' Y-Y 5-10• 9'-3' T-4' e'-]' S-9`. 11'-•- V-0' 6aI•. 2'-3. ISOA B'-1 6'_}• Y_ •u-10' T-8' J'-0' Y.-O• 6'-9• H'-' S Y-0'- 6'-i'IT tl'-J " 130.0 e'-10' 6'-Y. Y- 5'-YD' 9'-]` T-f :8-2 6-B` I1'-S' fi'-1' 12'-3. 9'-!' 5J' T-Y 5- 11" T-,ff T-1' 1'-10' e'-10' 1'b' Y4' '-1' 11'-! 1]30 9'd• 6'-1' Y4 _ 3'-1Y 9'- Y-' S '0•-Y 6'-f0' tCb'. e'-1' 1R'-3 144D 0'-1• '4'-a' )'- f-9' T-ID' Y-]' T-ID• 5-t l' it'-Y >'-3' f-Y t]'-J 140.6 9'-,• e'-a• Y_ Y e'-0' Y 8 0-3 6'-ti' 11'-5' 8'-Y t]'-J f15A - w-1 6'-lY 6•-5• Y-Y'- 6•-0' .Y-O' Y-s'. -V 5'-11 si•_5•. i'-f• 6- Y 1Y'- '-5' Y-6' N-01 8-3• 1 Y .8-2' S-IR. W-5• 8'-S' 1Y4. 1l30 T 6'-i' Y--B• Y_ T- • T 5 n-4 1•-S 10D0 8-8 6'-8' i'-Y 6'-1' 9'- • 1'-Y 6'-Y Y-O' 11'-' 6-a' lY-} ISSA BtJ' 'S-6' Y-Y E'-r T-9' T- Y Y-0' 1'-Y tl"-S )'-Y 6-5' 12'-3. 160A 8'�^ 8•-Y T-Y 5-Y 0'-J' Y-B' 8•-Y )•_1' It'-5' 6'-3• 1Y-0 1Po.0 _D• 8'-Y T-6^.6'-Y T-9- Y-T Y-B T-]' IT-5' )'-Y -8' i]'-] itlLO '-0' "T 6-Y T-5 _ 6-2 9'-Y Y-9' Y-" „'_ 6'-6' 1 -J ULJON MULLION .SPACING: "S" "MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAIL ALLOWABLE SLATSPAN.FOR THATA,S.D, DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. I MULLION ORIENTATION 13AS SEEN FROM THE OUTSIDE(EXTERIOR) OF PRODUCT, ' INC. lJ' WI1P0.. P41i.Z. ml. SCHEDIAE2D WAILMDUNDN6 MqX. SPAN IFf)FO ENDANOINTERIORMULLIONS FORAGRIENA.S.D OES�PRESSURf ING S. F. k Ir-0' .MULLION SP qNd -RaNO ,TPgI% . > W MAXIMUM MU ON SPAN 071 W00 q�>�E F1TN0 LPx1.) SP]DgR PN • MAXIMUMMULLIONSPA1,101I (99'98'kiM'MULLION Q.1'28k1d'MUWON G2 k'S7k1/4'THICK(19'FLVtGE)MNLLION OA•xSit1H'MULLION Ot A'xb'xt/4'MULLION 02 Ak7'x1N'THIC1( MUWON FUWGE)po CR!fM.NIC}I. 1 00.9]ltxtilxl 2 ) DWLMAM 1 NIiMASq.Y It ) OPoEATI 1 OgdMMNM /2 IN 1 IXOLHIxIIM 2 9q^'111MM I WGpRAMfI I2 ) o0.•lIWg11 02 ENO M2fiaR PD Miif4lR EI(0. - M(Yat R9 MDIgN m !TO MI A k—,. 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FOR USE W/ W I 6063-TB ALLOY AND ^AIR F raa0 EnATa,x LOCKER FOR 'T' LOCK CEN' QUALIFIED FOR USE W/ W BLADE 1QON W63-T6 ALLOY AND TEMPER 11 �• aw• J 3O HD CENTERMATE W/ NO LOCH 6063-T6 ALLOY ® LOCKING RODS OUAUrIED FOR USE W/ W BLADEQt 6063-TS ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16a( 2 �- OU ED fOR USE W/ W BLADE 1 4 &ONLY 60 76 AUDI AND TEMPE QUALIFIED FOR USE W/ NV BLADE 1 ONLY 600-TG ALLOY AND TEMPER u 6063-T6 / ' r J>!•P 36 HV 3� ----- Af s' J 181 1 6 � ®IIFIEDDFFOR USE LY! IIV BLADE 1 @ 10 6063-T6 ALLOY NO T[YPFR •T/Y �1/A•y 20 AISI 304 SERIES c THUMBcr irm QUALIFIED FOR USE Y7/ NV BLADE Q wn CID PANT rms .N.x �ae i HV EGRESS LOCK OUAUFIE0 FOR USE W/ W BLADE 1Qh (9 ONLY. J6o'AElOR RNEIW6 BFYORE RahTWa I A00-20 RIVNUT* M.-Ta ALLOY) 1/ROE ILl4G[ IN.4 ua. As LLWVIACNIa'D m AVLQ all. ,6'I �n OqH' OI EOYII. FO1 USE IY/ W IE ONLY. 7nanAmIRN CMa V R all 6EY CYUNOCR OA7Y ua t .tx3' uss (R HD LOCK R MuuOIWM CYWppR as m BY REGENT HARMARE UORIciE LacxS SERIES OUAUFIED FOR USE W/ NV BLAD Q b 3u• oa0 ~ 0 P °O — NOON BOLT LOCK lG at01711LtaCO3 INC. O 2017 EASTERN METAL SWPLY.''C. BERTHA � Accordion Shutter System aaltttt1P`� Ct N`�l�s •1 L ECOINQ.A S S 71WT TESTING § American Shutter Systems HV. ■ADEpiW/CRW/0HV.W00N BLADE N6 oaaw eD STA C ENGINEERING COMPANY awwmy, Association, Inc. -68 7wnrt 1 a 17 Plan:(ae,,b71-I=. rw:(IDaJm1-tart ®"7'Io'e0n1 426E Westroads Drive West Palm Beach, FL 37407 L� Y d3 '2ORIOpa6Elyf��/•7.1•,• a DRAWING Na ••••[•• 1t A iWT !. P2. A3 F_-lTARr'iInA FLOOD,P SHUTTER ASSEMBLY SCHEDULE HV HV Q 11 FOR QI HV BLADE 1 ,1 ® HV BLADE IA L ® M/ LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 11 © HV WHEEL CARRIAGE AISI 302-30315ERIES 0.870'x3/16' THICK NYLON WHEELII 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ y8 HEAD ® HV 2 3/4' ACCORDION PIN W/ y8I HEAD » ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I kHV PIN REQUIREMENTS AT EXTERIOR (1) HV PIN ® SHALL ALWAYS 'BE USED: AT ALL EXTERIOR BE) TTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. ;,'PICAL SHUTTER ASSEMBLY (2) HV PIN ®MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 Ea3x3' BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. 018-r a (3) HV PIN © OR ® W/ 1/2" O.D. 1/16' THICK 5.5. WASHER 1rP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'Al, SHEET EXTERIOR A 0OR ® 1 I T OR ® EXTERIOR NV Pal ©OR�AT E OR euEE'e KNUCKLE. (SEE ) REQUIREMENTS) WHEEL CARRIAGE DETAIL ' A.f.� REMBLY LAYOUT M HV BLADE SOLID & HV WINDOW BLADE I I1 N.T.S. .uuru.... A. T 1 IR` .S�Q;:'vpENSF':'�9 mon mTEca. wt. IL ECOINIC. . TILUT TESTING & ENGINEERING COMPANY O•'•., P :' 1yW �� ws xE. SSw sl, aw iaa MPvas aamg naw. m 3 Rm,. :.0aspn-Imo . Sm : Oes)a31-Is31 ss/DNAL..... M m 4 IYPT Jr. AL Pr crAI /CIr..MAn IPr/nATC DORVA Ua 1 ♦UBS .IeTs•I f�616'.2d� POLYCARBONATE SOURCES FOR IYIrY r.6Mxrtl .mr3sa SIMa.Ip Is9m A o aesra. SrME oaar »OYTlL !sn om aaa m/w' a»3 WJ N2f rO0 nROtlM 131:: MI! PLL Pyp pLL IIDMM EIMpi1X N llflm AiN = ».yq wl I;NO pLL IaxuP wouM am an M» SWM r+l Snaoa wl Moaa® aM 'o'o ameeaTEa&s rlv m» la n-y., srOru�-ae Am me.3 as v nA v u.r not M ermro 151Y MU c-: Plyi C-1 aAp car 10,o T veo mE oISS IaP]' 1 SIPOaM pall 11N W =2 SLL Mb P4 eME Sloss Ivor vvorMa A4N e» eul wl IMI P.a A.S.S.A. American Shutter Systems Assoclatlon3 Inc. 4268 Weslroods Drive West Palm Beach, FL 33407 HARE #1 W/ OR W/o HV. (AWING No 17-10 III III � D. • � o I IIII - I I I�I:��Y�SI��Y'tl�'ila�L1�S�Y SVVI m t• AI bpi C J OF CORNER CENTERMATE C, , 0 /1: ONE IIY TACK Q a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPµ OR BFJ•OW 7f2 Oi SHUTTER SPAV OR SPµS UP TO 105'. µD FOR WST TIONS T ANY TACK �1i or Q� WY BE USED IS µ IN9pE OR WISDE LOCK, ATTKNEO TO OR r/(2) 1/4•o-2a a 1/2' LONO MT HEAD S.S. uS. LOCAnON of LOaf SHA L BE AS INaG R ELLVATION. AYQmON A1: P D = SECUMY PURPOSES, UP 10 TWA NVn GR Q§ WY BE USED %5 µ INLDE OR OUTSIDE LOCK CONNECTOR OF LOCItS TO CENTERWIES 'tJ E AS IRO BE AS INpIW ON 1YPICLL $HUnER ELEVATION. --- USED AT STACpNC POSITION (NON NURRIGWE POSITION). INSAT N a ONE NV LOCK $HAIL BE USED AT CORNEA ANY SPAN I1A AT U190E OR INSDE LDCK, CORN ai CENTERWIE W/(2) 1//A0-Yfl . 1/2' IONC MT MEAp B.S. N.S. M9, LOCKING R005 ON SNNL BE WED. LOCATION SF I(K]( SIW I RE Ac �uvn.Tnn nu ..mm� .. OF 1/4.0-2a3/4- S.S. THUMBSCREW TD ® ORQ2 cENTEA61ATE5 SMALL IlE- ME YI/ -----2--' HMI. RNNUT AS SHOWN ON SECTION WE. SNFEr B. OII�IACN SIWL BE USED AT 1/2 Of SHUTTER SPµ OR TWO LOCKS AT 113 OF SNURER SPµ, 6. MANDATOR, ooNNnnN 03 FOR KEYSTONE . ,—M --- ONE W LOCR ® n ® er @ s,,L BE USED AT 1/2 OF SINTER SPAN FOR ANY SPAN OR 12• ABOVE OR BELOW 1/2 OF SNUnat sem FOR SPANS UP TO Dr. AND FOR INSUM110125 AT ANY EIEVATIM. NV LOCH LIAY BE USED AS AN MINE OR OUTSIDE LOGIC ARAGHEO i0 Rr ®SYLNflRICAL LENIERWIES el (2) 1/4•-20 . 1/2' LGNO MT IIC.AD SS, N.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPIM SHUTTR ELEVATION. USE OF LOCNNG RODS 8 W/ OR ® TOP AND BORON IS COMPLETELY MAIIDATORY. FRiI 1• : OXC ALTERNATE ND LOCKQ MAYBE uSCD IN UEU Or NJ L006 (� CR off FW Mir SPAN AND DISTAIIATKKa AT ANY ELEVATOR. ALRRNATE NO I= ® WY BE usou AS AN INSIDEca.c OR OV LOOL ATACHNpR Di IIO LOCK TO ®6 W/ J EB .318. FA S.SLS, ANTI MCWOEs RI SPAN OR 12 PaLgT SE GNO R ON SECfaNe MOBS AND KDC-INa, SHEET Ia. I= WY BE D15TM- Ea a YOSPµ OR 12' YAKWUY BELOW OR ABOVE IGTISPµ. 16E OF IOCANC Ra02 @ IS CNPIEIELY OProun. a2017 RTECO. M. ✓� = ILE '? TILUT TESTING 8 ENGINEERING COMPANY R�: eAaa xK. a., st o. 2oA xAar.. nAm¢ 11oWA al rLr'AYA; %x , tle1fp21-1]`A . re• : L2WIa21-1l11 •Ff1L �'- p" .4Ml A -Ter b. P.L P.E. SEAL/CICOURF/DATE AmSwS.A. American Shutter Systems Association, Inc. 4268 Weslroaa6 Drive West Palm Beach, FL 33407 KV. LEAD 01 W/ CR W/o KV. MNG No 7-107 i E. MSXGRS llllE M S Mo.. I 18 ox[ (uc IvnT.aOw sxm >) i 1• 0 E Ns WO NItOXs(= _ T4!S.I/4-20 !MB O.O. 3 0! l I r� uo.. OHY WALL INS !IE ILL QB HV WALL HEADER INSTALLATION + KEMDN IIslwG mat$ I I: I OR SEPAAT1011 To Guns 14aN[019a * ISEE SOII[d11L ON SM[R III I w sm a IPGWJyInosllNG' OPOOML i 1/1' Mo.. .. 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SXaa01 (SEC SPCCe1U1GTb ON SNFIT IJ) �n HOCµ �E ♦ B MC�c@T qT 2°�' INSTALLATION DETAILS W/ 0) HV BLADE E- YOUNIwa SECiGNs C101 BE COeewro w Mrc TUT ro suR Ma RmNUTrou Ipll A 0. T 1 FLORIDA BURRING CODE Hon High VelocityHurricane Zone •`VCENSF'•,•✓y R70I7 MT=. M 02017 Cw9ERN MET, Su Y. wc. l c A.S.S�A� Accordion Shutter System NV. BADE pl W/ OR W/0 NV. WMW 9ADE °•,, American Shutter S alems TILLIT TESTING A ENGINEERING COMPANY c ,Nsanrnox wM TO Ee i 0 •••, p ; • • �.` b9 lEx. xA e4 P. xs NN:,.E RR®z nOm. AI AsaoCIGROn, Ina. , aD 1s-oas T 1 1� WTV m w/n/n PnwN : (xf7en-Ism . rm : (Jm1471-Im 4268 Wesfroads Drive a S/ONALEN?„I'I m; ,, ^ Weal POIT Beach, FL 33407 J ORAWNG No P.E. SEAL/SIGNATURE/DATE ROPp" u`'f MIO p curer OUT IN I�1 ' ®P©•OP�OPC I I 10 a®P®. ®P�•� ©•O7 •©P©•0 •pl� t ®•®P©•®PO• ` x•.lblro•a-a 1/4� Q•®P�.®PT®.� wea-T4 Ao .wa. AN Y/3I b UPCON I 1/2• P®•® .N CalaiaC Igha.lry' s�ir.i mwiuta i /wo�a• 5.us o u- AT Uhl YSIC. 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SIDE SEES DU fT .(n.(el.rn_r.Vinl.:ra_ /'—I�EWSIWC GIASS i/ % l _—�— �! % n.R(11 POO(WO CONCRETE OR, CONCR 11E alncac ww. REO"M END CONNECTION DETAIL 50 64. CI END CONNE�CTIOI®D®TAI®O® END CONNECTION QUAIL 03 END CONK �RSE OR • REOW® mWr r REEOONHm ETE (I WALL GASS 4 I ,! OIB O.C. _- I% ------------- � ` x' OR • a(E YgT.CIR Or USE M BUDCON SHEET 19 VIEW Y PLAN DETAIL X A SPANS GREATER TNNR I I I`I•�.+`• CEN amn nn 02017 EASTENN METAL 3O4FL7, INC. BERNINA J SsF •.. 9 ASSA '� * r� IL ECOE■�. . ■ ■ ■ H�.A&=j,wiOR Shutter System 9+ w/ ors w/o FLY. x1waP7 ■AFc American Shutter Systems N. nenPOe Tltllf TESTING a ENGINEERING COMPANY •P0F ��\ 1P ++,, uaPMN.W. S:ea N. w.:aa w�`uN cv(u:maa)nm. al: Aaaoelatlon. Inc. 7 MI 1 DUaRwAWINa2 nG7/N2L7aa/ 17 (aDA571.15WF-afin-ua1 4268 Westrocds Orive West Palm Beach, iL J3407NAL�+7sS'I"7-107 CFAI/GCYAnPF/nAF FLORIDA.IlRma. GE N167 A .... LOCK AIL oBPI I � Iw1 MouxloNG Ga-0 - MAXIMUM SHUTTER SPANS 'L+' OR -L--' (ft.) FOR INSTALLATIONS W/ or LEEL�B6 or ONE NV LOCK ar or W/ NO LOCKI G R005 O (SEE NOTES t, it) meow I.S0. q1;,1 WNCRLTC b N'00a WAU LIPIvmM: a r� I `Vt ROOx/COINO WInNRHO Ftxl:I�9R1�'Al II11UM SHUTTER SPAN*'L+ OR -L-- (ft.) INSTALLATIONS itW/ ONE MA LOCKS IW OR W/ NO LOCKING ODS (V" FOR UOw4ND(@ SHEET 7) OI Aa4 ®pl WSTHIAIpNToh S m1.a nwVE IiQMIy f �,) OR w R4N 4L NdMRva U19 1 L-fN SO I'-C" 35 Ir-r Ir-10' 40 1+'-2' 15'-Y e5 lY-+' I4'-0' SO 12'-1' 13'-1- 55 it, -1' 11'-11- 60 10'-r 10'-11' W 9'-5' 10'-1• 70 V-9' 9-6' 75 B'-9' .ENII IMLR. WOOD WALL C.E. M. N, 0. P, 0, MOUNTING F.R, 5, k V,BOOR/[EKING J T, U, W k XMOUNTING 0 IMUAVU SHUTTER SPAN 7i OR -L, FOR MSTAWIDNS MTd WOOD SHALL BE LIMITED 70 NOS p0. ASA. DESIGN PRESSaPE RATING. t HW CORNER CENRRMATE /S MY BE USED AT ALL MOUNTING INSTA OOUS. LOCIONC SPECIRGDONS SNAIL BE AS NWCATEO ON WNGTORY CONDITION /2 NOTE E5, SHEET S. ttt:, F T THAT ux WN yORRR WWI 'T.✓ OR 'I--' AND MA1pMM ASA. DESRq PRESSURE MTING FOR INSTA Gtat INTO CONCRETE OR CCNGRETE &Oat SHALL SE LIMITED AS FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO 464: 72 P.s.f. AND B'-D' SPAN, SEE MOUNTING QON SHEET 7, SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1^ 10 HV BLADE OMI) RT.CO, PING ILT EGO- TILLIT TESTING h ENGINEERING COMPANY FSSf RW M. A W Ny vJGMA µQOy . I P1w� I (.MAIL -IRO . F. I IN51e71-1171 R A TINT N,. P.E. RORDA W. 1 .4157 AmS.S.A. Amsr)can Shu@ar Systems AssoGlaHon, Ina. 4268 Weelroode Drive West Palm Reach, FL -- (1) LI: MAPMaM ALLaWABLE SPAN FOR A GIL'EN POSITIVE ASA. DESIGN PRESSURE NTIM I., NAX. ALLOWABLE SPAN FOR A CNEN NEGATIVE ASO. DESIGN PRESSURE MTING. (2) PROCEDURE To DETERMINE IUUWu SPAN FOR WAL MOUNTINGS (TOP/ROROM) OR FLOOR/CEMNG: GNOF A POSITIVE ASD. DESIGN PRESSURE MTNC. DETERMINE MAYOnM SPAT T.+' FROM SCHEDULE. GIVEN A NEGTNE ASA. DESIGN PRESSURE MTMG, DETERMNE MAXMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWADLE SPAN IS EOUAL TO THE "MlUM DETERMINED SPAN BETWEEN 'L+ AND 'L (5) PROCEDURE TO DETERMINE MUGULIM SPAN FOR COMBINATIONS IN BETWEEN WAL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN PGSnNE ASD. OE9GN PRESSURE MTING DETERNINn LI+w MAX. SPAN FOR WAL NOUNTMG INSTAUAnONS. L2+e NAIL SPAN FOR FLOOR/CDUNG MDUMING INSTAtunaNs. FOR A GIVEN NEGIWL ASD. DESIGN PRESSURE RATING. DEIERMMC LI-- MAX. SPAN FOR WAL NGUNRNG INSTANADON, V-- MAX. SPAN FOR FLOOR/COUNG NOUNnxG INSTALLATIONS FINAL MURNW ALLOWABLE SPAN 5 EOUA TO ME MINIMUM BETWEEN'L1+. "L2+. "il-' AND "L7-' WTH FINA MMUMM AS.D. DESIGN E IMO MM ANapR U2017 EASTERN URA SUPPLY. INC R Td Accordion Shutter Systel 14V. MADE ®1 W/ OR W/O HV. WHOM HAOE e. NJ PMxxvinx I MR wOw aT: Nay. 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