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HomeMy WebLinkAboutPRODUCT APPROVAL414/2019 Flodda Building Code Onll° e " Mma IRWIN ARM BCIS Home i Log In j User Registration Hot Topics Submit surcharge stats a Facts Publications ) contact Us € BCIS Site Map Links Search Fl r ch ° Product Approval ,y USER: Public User x% -5EV�9 ProductApproval Menu > ProduR or Application search > Application List > Application Detail FL # FL12246-R4 oo r1 E7AUG 0 2 2019 Application Type Revision Code Version 2017 ounty, permitting Application Status Approved . f�IA�C SCANNED SCA�VV,I E� Comments BY Archived >... St. Lucie Countv Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Michael Heissenberg callexpert@aol.com Michael Heissenberg 1626 SW Biltmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Michael Heissenberg 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Shutters Roll -up REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC File Copy Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i✓ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 744 CERTIFICATION OF INDEPENDENCE.PDF Standard ASTM E-1996, E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 I hflps://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OViiltCeHwT5BBAhhv9l8p/p2fxUQDampBlggCQp/p3dp/pad 1/2 4/4/2019 Florida Building Code Onlii f v _- C Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/27/2017 10/19/2017 10/25/2017 12/12/2017 F Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Llmt s of use Installation Instructions Approved for use in HVHZ: No FL12246 R4 11 EXPERT SHUTTER SERVICES INC D W 7 244,PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f, at 20'-0" span FL12246 R4 AE EXPERT SERVICES DRWG 244 PRODUCT EVALUATION REPORT.PDF and +160, -160 p.s.f. at 8'-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes Gark 4text Contact us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Sggyright 2007.2013 State of Florida.:: Priya[y Statement :: Accessibility, Statement :: Refund Statement e Under Florida law, email addresses are public records. It you do not want .or a -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 smalls provided may be used for,cfnclal 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 hey. product Approval Accepts: rm am ®®M Cirri( Card Safe hdps:/lfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OMiltCeHwT5BBAhhv9l8%2fxUQDampBlggCQ%3da/aid 212 n AP e6 Yg gg zog6 55� £ z s s o z rs ze+c o' Q of m m s 55 zy. >r`� L �^F o s d n � S v^ii�Qn � 6nm g m P yy s-m � v P u.F t v� m �" morca�- �qm'q `.Leos. n f g s €�� oe s p woe & �$ ` 519'IF 0� o it, da SS F8 <p 4 Y - �g� s8AnbaHl a$� n Jt°� S b N u 0 a s, �f Y la pm j$ 5m ..... R8 lit-gym+m Ai =mom $ g ''' S �1 ��g^'+, 9$$ f+ Am '�Q> RE - go $%��mp^ 8 du.:z s yd'ggc\s $ a8. d� 'Q� .Y„ 9',-.ia l!^° yT'n 8C sgiA gggg$�c�§A Tia°irmiy. •"•A�c 8.^�•� A Ati bTP $ v » 9 3g 99$ �. RQ i ! e^. $g F v R P v� ' or @ Wo g; } g g u Egg set£ Q F$S� ., yp4}•� $ 1 P�T�51 yXin <& v t Q 9-2 o o e "h �8 21 n m o a �c »� o 2 peg. �F o �a2 A Bg' s$� a 06 #7 08 #9 n1U m•ir u.r--- #4 �?. 'I {�R.i,l• L $9•v.wa.»La:'vY `a?.vaWe FhI'• mano.A' aL Nf]sr�a9vL3u.Rl1i� AvWet�fwiTee.@u6eSRr(N.YrN.I '�\O9lneu• � �:Fia€�'i ui"n'' ' � ��i ia�.n+•'-'IiI �!'a7�£ RLt,+mY •-� �kl� n.ue',eIr• lav'1 .a.m`�Y£VT rnm� TmssONP J�TuwTu�T-lI_Om...Nm.U...tM.n_nts,urvn:AwOnail•xnu--lninM.immT- lr 4 :ar _ �,i - um•—%i�.ea• ua•ixa - fcw• .ma .ia•' i.iH• = —am—�� € ® BUILD•OUfTUBE j � wisn4cwwuuiw © SIDE FWL CL110ILNeNWMiOs K.A:k,P.f•. �E BUILDAUT TUBE emsnitwiw.itwr 8W! vl. r TRAPPEDANGLE © 44MOLLION G1 08 MULLION. .msnw.wwNur wi,.m.twur+ureu(o+ aanniawim•,utov a:mt,a.r wxe.ax.r scuiw.v COMPONENTS Ei BUILD-QUTTUBE ewiiixlveµmmtor E3 BUILG-0UT TUBE aoernNrvxmuiar �N 1N'001rffWMUVDEXTEK9CREW WO01191fFE C 1WLY._ i 0 SWOUW18URDEXTAP CAAANCNOR wnaninff 3 icusw•r V WOHILA, INC. WKSOLTUACNCR fM8W, 8lEEt C%,2 XUf = im Fni V nW/ r� as ACETAL BUBMINO ... rv9twwronsnfamW "" ma�sla�a mfwrv:uicm msiafmiuxmie rnasslm�uranAmu nmc•vawoumfami: mow,meciwer:uw. (C� RETAINING SYSM SCREW+BUSNING "• xu2-va•r �2SG0•� i f 18 STORM BAR Lm,.n NWJNm Nl01 wicvr•r a ,im sr. Aima«i sam' I 17-244 roM SL wIXE. R 3i982 �� � PY'I 1.f.0.y . IK IRA R,-MA 1 aafi Y n% i O �IrQ P ° 1 SIDEIENDCAP 1 I j a 1p 2 HOUSING (BACK &TOP).040 THICK 3 HOUSING (FRONT & BOTTOM).OWTHICK O 4 SPRING8RAC K T 6 SPRINGASSFMBLY 6 60 MM OCTAGONALAXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) I i ~ 9. ALUMINUM STARTER SLAT 10 ALUMINUMSLATSI-10 11 ALUMINUMBASESLAT .� 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 16 HOUSING (BACK B TOP) FASTENERS 16 SIDE RAIL (MAIN ' ° 4 '� ) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 ENDRETEMTIONASSEMBLY 19 OCTAGONAL AXLE FASTENERS 2D 6OMM OCTAGONAL DRIVE CROWN S 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR 2AMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT pr 24 601VM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING s BOX & END CA 31-68SEMBLY COMPONENTS ° ..., r GENg •%9 FL a ,rJI n coot (Nan aqn Vaal e.au.ne zo.o) Np.44167 NBudlus ° �aitn- • IL E C INC: Xalllo95lafterS�nUm °°urz v d 'P �+' �.�(• ..tiPUNa \. , ` rnPamne+.7a�a EXPERT SHUTTER SERVICES INC. ............... WM 17-2M MAL �P.•m PoF, S, LCE fi. N91. T `yiSIO\�tt'I, �GA.:¢.W[.n nP&n (PPOI'Nf-WSt PR (Pm lfl-ENJ VAR.'M Y4LRA 4 36fR N. iY. a . SVt{9!d/L.uxE/CnTi t.ww te. / urn zan s .Pan �HOX & Y/7 ®Y/6 �X @ V/B O(t .rAa Y/9 K saRREAR Y/6 & Y/7 END CAP CA _ _ _ _ IEND CAP Sun i n S BE SAn 93 03 TS a.ATS /A TS SuIIn r5 p 0 L, Ora 0/8ISun 0/8 O•/S 0/a �„ 0•/B — 0/6 3g 3 RxAT Is G9 �un a sAn D Jo D (Typ. Ea. END) (Typ. ED. ENO) aATs �rpp Sa15 A A (TYR.) (Typ-) TO yy10 sun iun l 3]ORY 8/A S B ' VY/6 & Y/7 (SEE s Eu" ._ l """' Y/9.._._ CB ®V� ®Y/6 & Y/7 kou SGi 9PN1 WE zcvmaus CP S"On Is 20) I TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS s2NEAaES ar SREET ls) NOTE: SEE SHEETS 2 & 3 FOR coNPONENTs. NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W1 STORM BARS x.cs NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTAWRION GIVEN A SHUTTER HEIGHT: NITS, W CASE 1+ SHUTTER NEWNr Sam OR UEss ]TUN tvAPPLICABLE TO Rfi1A.UtgN$ W/O WOW NJiS. W/ STOW PAR$ OR W/ SO BARS a N. Tt$ W/ NRON13 UP TO 11'-O'. (a)CURTAINSNNE STARE Al 01 S1,US-AT TOP,-MUGNEO BY 12, IO,-..... INERU.EICR, AU ME WAY DOWIE EACH SW I 9 CONSIST OF TRIM iNE (5) St An OF IUIT SAT NUMBER, PROCEDURE FOR AR O SLATS DOWNWARD BELOW IT SATSNAN BE CO1RIWEC WC IOTAl SEiU NR IS COUPlEf OVANTIn 0 EDUL Sut WMER - RtS1AUE0 BEPORE somm SLAT SQWY VA WON $MUTTER'S KRm.' ....... uT�._ (D). OOTTOH SUIT@Must Be ALWAYs TxWT o. TT J ♦W=F 2: SHUTTER iN.I 11'-O' PPPLMIBLE 10 NSYALW-01. N/0 $TORN N` {% c S FLORIDA BURRING WOE (Hen FOgll .YebcAy 9aRiwU 8M3 kW W/ OR W/0 MLRUG:s W/ NRCNi3 URGER IM(J: 11'-O•. W/ O W/o I �• 4 = 6fan taWCO aK ft W. [MI We Nautilus (a) CURT" $MALL STARK YI/ 11 SLATS AT. TOP, FOLLOWED SY /2. A. .__ TNEREAPIER, AU THE wAY DOWIL EACH 4Ar I SWdL C@ISAT Oi LW, irvL (s) SUii OF THAT SLAT kUMBER. PROCEDURE FOR AWNS SIATS OGMVARO Maw Il $IAt $MAUL SE * * .s 'IC .q 1� ECG INC. Ec ROWognwTTmzjRae a prNrl] OLtf C TIPU O UNTIL I10. SIAT 15 aISTALt20, AETER 010 SLAT a WSTA4EOI ADDITIONAL 110 ? 9� f' •y�9a� �•`� �� �()115�!;F ta.n asrac. eNel.ae« c eouP.IW EXPERT SHUTTER SERVICES INC. Sun uUSt K USED 70 COYPIETE THE TOTAL 9PfItER NEIGH. \'lam Tl 4' Np..�]a, a a>wmu w.s.nveu rl.lvi was SW: su - SIRUI IWa (N} BOTTOY SUI ®uuST 8[ ALWAYS vATAtI[D. f t1Lt I SIONA`• it1 ii- ,enea6aU[wae (g tlaA]19 PMt SI. LUCE. FL N9M Wias� (� rw.wv, r..: p .1-PI . M. PRE/DATE RE rLceCA 4s. r Nlf] flan 4 atx ti Wa uulmu vmONG 1 (SEE SCHEDULE ---.-i ax7. aaxs7LW �-©or NJ' or ©3/12oR /10 ORW 2/11 OR W-4//3 BOX ! it 11 I 11 II 11 fi II 1 1' I 8 i Q B I a 1 or f 4 1= II 19 ,i It i it 11 la if ii t E R/8 Rr R'/8. i R/8 or 1 R./ ;r._ fit. .�G„ r 1 Yax SLAT SPAN I '-" .>: ':. 1/10 OR W-2/11 CR -3/12 OR W-4/13 L MDR. S(AT SPAN ,,,-�• -�. No.. SLAT SPAN' 8t 5wS z `t5 MIS AA / ¢A is t6 RATS a staTS §6M1R D p (TyP. Ea. ENO) E AIS SLITS C (SEE SCHEDULES ON (SEE. SCNEDIREE GN (SEE SCHEOULES 64 SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE .UNIT ELEVATION _ W/ MULLION & W[O STORM BARS NOTE, SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE,. NTS. PROCEDURE FOR 'SLIT INP1'dLeTION GIVEN A a_HLtTTER HEIGHT; . CASE ti 5HUMEq HMHT MUk OR LESS THAN it'-0'. MKICINKE TO rc6TuuTMNS WIG MR" —_- -- UaRS� w/ STORY OCAS Oil Wl $$aRN BARS-Fi MUt1dC16 W/ IfE1CKR off —'a ti'=0".- (a) CuRNNN SHALL SORT W/ BI SLITS AT TOP, TOLLOWEO BM B2..13, -- TOIREAFTER AeL THE ay GOWN. fKN Y / SUN, CON55T Or FNE (5) E£ATS OF T T SLIT IHNQON, PROCEDURE FOR A00.'NG SUNS OCIONMO SEWN #t SUT 5 SE G HOWE UNTIL TW& SH HER HMO IS CCYFiETEO� OWMxY OF fluty SUt mu46ER ;STALLED BEFORE BCtTOY SLIT 6gW.Y VARY WITH f smun FK4 NEfLHF. :' 9 (0) OIL Sw©NUR BE A Al* MONFOT •'CASE 2 ; TEN IO LONGER ER UVI Dui et I'LICID E TO OSSFpt is N/D MAN W MO W/ ANNi W/. (a) CURTAIN SHtit START W/ 01 SUtS AT TOP, TOLLCWEO BT A it «... THEREUEER AN THE WAY ,OYW:. FACH SLAT /.SNPil CONSIST OF F (5) 5LAT5 Or ENAr SUIT: NUYSER PRCCEOURE FOR ;COCK S DOW WR1 BELOW 11 SLIT SW31 U CONINAVE UNTIL (JIG SLIT IS. INSULLED. AFTER 110 Sw 10 WSIMLED. lCCOCNAG (10 SUiS MUSr BE USETS TC COYrLM THE TOTAL MIUMOi ' NECH,. (a) BOTTOM SLAT ®RUST BE ALWAYS INRANEO. W-1/10OR w-2/11 OR G or ®or �or @ or 0-i W-3/12 OR W-4/13 j Yss SlWY EtR. SFAiMG t uc.. MU MAN PACING K R .) 3 (SEE SMFSYfIi ON S16tt 22) L j4E.5Oa141R 1F/9 O'iPJ { i---, 04 WDS 24 25 & 26) . f,..� / >. 7,,..t/T ✓F / °=/�G ,'t. , i / . iid /.=,,�^' BOX AND CAP, It if jj€ ry d ® (Typ) `tx o F or R A i Y 3 ' I i i i II IF 11 Ik l i II i i 11 11 i I it I I i i i i Sias StATS _ SLITS � 5U15 06 WIS 9.003 8 or R'/B:t-_" SUITS .mm (TyP• Ea. . 19 END) � SU15 PQ tan t i FF I i t i i € ( -t R�r I I iY II i; Ifj j nn�� • 'or or nn� `. MB YA%. STORM EAR SG.ACL (SEE SHEET a) ,.` • t1CF(A�(O ''✓� =_ -; : p_ •.. �. FW 1/tOOR W-2/11OR i g I V 111i OR W-4/13 MIN.) 4fay. SlA7 SPA.(+ Y Mo. SLAT SPAN_ � ; Mm SLAT SPAN (SEE SrCEEISCHEDULES 3—(SHEETS iSN& 1 )N (SEESHEETtSCHW5 S.ON TYPICAL CONSECUTIVE' SINGLE UNIT ELEVATION III W/ MULLION & W� STOBt11�ARS NOTE: SEE. SHEETS 2. & 3 FOR COMPONENTS NOMENCLATURE. Mrs. FLORIDA BUILDING CODE (Non RfgN Vslaoity'8aW.. Sofa) Ta 4167 it t�1•..,, }:rT _ Q W1 :•O "' •6-.7 itd� a% HAL j11tt callWlr=a IL E C O INo. Harr as a LHamcca.xa caurAxr `a6 wo im''sn �u. rr"`...1 ..p7" E9-ANNPo 19;°'^ aiwe�"ai Ac +APT Nautilus R)OAN#SLRHarSysbD m/x/n mn, EXPERT SHUTTER rort5in.... uv".. Mare rem m-4F:e SERVICES INC. RE R- 3HN4i .Nia C�i alf�pao 17-249 rcues w arc Soros P.E. IGNAIUREIDATE I 5J161 TAPCOIb %I. W/�! PWREO -1 f vwo TAPCOYS R W/ 2 1/4" W 1•at'al/@'. GR Ya2"atfB' 1/i'Cil/+' !iw @UIpEX TEN KRE1Ys 2 1/0 W1 . EM@EDNENi ) CONCRETE EOEEOAIEt1I t I AD.xRU60' LXEY, AJlLlIAOY lU@E W/ 1' 0.Ad1.p66' tiLLYAVREO STEEt 'h ib.0.a0080" GAIY. / Rc'O'0 SFLFI W/S AM 0 2+fac sr[eL / m O 2e WA1A a 2v Ja.! STP=I%LntWu O Pa I. tR AFFL�E01t ! r �,oCRRE � E GOYCREIE @LOCK WFSL MEW m WALL REONAEO. O 3 OPmERINO y � i g rT G��I<�L� j m EleS141G ! GYs 0���:, E%ISIPM 1 e (BEVIXtR qi j t@RNW) {@EYs SEE ANGlgR % 4! ice�J.. 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ROMA BUUMG WOE ENon Mah Ydo.V IWeWcane 2a ) INSTALLATION DETAILS ON EXISTING POURED J` .a4t8� "°, :_ `°""n" ` Nautilus �.. xonFryseoearSysl.m mn+n/ CONCRETE OR GROUT FILLED CELL CONCRETE �L�T_IEGOIEE�. EXPERT SHUTTER INC. BLOCK BUILDINGS 17 —244- SCALCi 3/16'1' �C-P m-000n �. mvc R�aa.uu.ruetm wnem MVPgw tll3ICR A iyR }: PL "WIE ftyept ik. F 11t6i iM[m 6 OIA I 5/12b FUYMS Yt WJ 5/18's iNCW511 W! iRUSRS ��i''>r - ���� � �� x r/Y Na Peratrui<R a UY W'n, rExrnunw 1/fa.3/e- �n a��aAot Vf-P�l�• �n mmw (9 1'oa.affi9' Guv, t •'nn.Ne6C• EUY. 1'.f1�B• 9R�y in% Sp1MY W! ,}tt•B" Gt SER¢iRE 9 w/ Ev511NG wLC¢ 1 ttlSTNC w¢GS eR.v'NP30. R% IE % A¢� F46Ei Y 9ArCA6¢• N1MN4m SESORWrtFA. RQEt WASNERYas`a.. �lM1V4Ei QR P1EiFR SRlt w.rylEA'O U`ai. � ORW-¢6¢'twLWa^Am Ei¢t W4.IER 9 if' ez Snfl b'ASNFA-6 2f' es r VIVO iYt<RS xL speo 1M.'gN5 10. p W/ a Mr ILn. ,I w/ a 1lx• t, �,,./ 'S PERE1PATmi 13...E pTNR' . E¢ �I a 3 Sa) a'n• oR k> 2}a' ao ji x}r cm�r, s}r mrr i M 3 Lo rocxc <ero y i 3i E � teEvaml ((! � i g$ teex�am i I! �� � I� o) j tl ssiwrav CAM kj Yaf' III 1 i we m cross A P.s• c0%1. i sFPAgTDy 2•.a• Cron. - i �, isx w<9x <a To cuss g `°e II • ¢ l 11t 1.°w;i�r °"waxo mm am 1 rs¢ a a �', sav a AvcRoas Y � - � �iy�, � t�< s•ase u) � Is'-¢ ssc. m saEwaE - i itNov 1,moo`. a, p �' s) 7 9 4�,1� pp 0/8 { 0/8 j 0e \V 1 Y / k 1 ii n 1L--- Y ( 3 �:. WW 21 6¢C f 1 [ Ci EBER ¢iaENu< l;i!s it i1 1�ns!Y w». D/8LAiMLIxtf• ae a � I iwNI Wow } 4 ounnc rooc mvt. Wa< :eoncu Py.TE oE« aR soieo9 nA¢ WALLMOUNTING WALLMOUNNNG WILDAUTRIOUNTING HIULMa MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXiIETING._ WOOD BUILDINGS N.i.s•P .''y1 ��u�• .'�✓.p': �Cf'r2fQF.1 T iL ftAArDA 8U0.pINC C00£ (Non N5w 4a3<citY Hweirnna fens) K' ? • 44167 t 4xnT ryiEto Rc Nautilus es•: ? iL ECOrN<. S%-24F t6xfi It", BniWORs. ? �� Tnur TesRh,o 9 ErNwccmNo oow�Pr EXPERT SHUTTER SERvicES INC. SiPEFi . ,1 9n,5+i.�am.rwx µxi a» roF15t, WEff.2lf98s P.E. $EAT/sP ld4i iLPMx tiu./ uibT SMIIT T R]a v c Ism -,/C— FLUSH MOUNT (WALL) SECORIE O-O (PLAN) qFfORIE BO ORIENTATION U ORIENTATION 2 WALL MOUNT END AiUWON WALL MOUNT ENO MULUON s °'Q. V%•. V+' V SECTION ON WY STORM RARS SECTION P-P (PLAN) RUILD-0U7 MOUNT sue a/u• - �' i.9d�] i bla•;a:il�r3J�YXNIt�] 2�:iG:1�11F_ta� ORIENTATIONS it k !2 ORIENTATION #2 U.MOUNT INTERIOR MU ON TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G G1 G2 {SE IDp l 'r * ALTERNATIVELY TO(g) A O% SNEEi 21i FLUSH MOUNT (WALL) v BUILD —OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS . I'. - .' SECTION W-(P (PLAN) ORIENTATION tI WALL MOUNT END MUWON 1' W: WIND 1/r Ws. EO 5' W .. E0. 3'- 1/2• MO, ED.�"j'�'FOR 3/8.0 cxx-" ANCHORS uin E-0.-. +-fA2 114•0 scuo-set ANCHg6 1' W: ED.. Mer. Wm. E.O. m 3/Y0 Npa MT R D.+MAOPI NILNIIaS 1/8' E.D r.-J 1/0- Ac». EO.--t•-EOR 5/16'e T{PCON %L ANCHORS / 5/:6'{ W/ VOTE OP SEPH TAPCONS ) 2 1N• u Eu6EDMENt 1•D3L0% O1LV / STEEL WASHER'A• OF.. 2 ♦• 18n„E1 2• 0 0 POVRCD oONcl?. mir1. G TRW (10.3 Kwj 5/16'0 bPCOtS In. iMCK RE'9UIPED C / it I 51EEL WASHER 0V. l SEE STFP SCR S".EET t♦ FOR SPECIAL iPGTMEHT FOR W1iD 3G3i5 1 TIRM 3 1• MJu FOR Ww0 ZONE, 1-3 t Wel, SERA i0 a '� 0 LASS OULES A r IF, FOR :E SCHO C41 HEM 15 k 16) 1 WONOa2oNE' (� 1 FXiQBOR CrP tazlttv'wh 11 F(m. Tcr/aO*vii) 1 a yi 1J1 CONCRE E (P(OURED 0 O 21 TflICN AE J' m S/16'0 W / � EDGE OFoARI) / WALL 5 a1 MOU If lPPLIVOLE 1 0ED I 3/80 1/2'1IF 1- 1/2 Ill CO — FOR 041t-01 ANCHORS 3 1Gn. E.D—� ED.--1--FOR 1/E'0 SOLID -SEE ANCHORS W., E.D. :• w WIn. ED,—i--FOR 3/8'f "my T2 WANSW AYCHCRS mm. EL1.--L-3'---I--3 1/8' u:n. VD-4--FOR 5/lEF TA➢CCH 2L AKJgRS FLOOR TO CEILING / TRAPPED AND WALL MOUNTING! STORM BAR C� SECTIONS V 6OAtE' 3/16' - I - TO (6) 318'0 CALK -IN MC14M OR (a) 1/4'0 SOUO-SE( ANCNORSOR (a) 518.0 NOR BCT 13 DFARSO.N AWYNS CR (a) AHCI1ORSa PER (a) 511570 TAOCO4 x MI:HDNS 1• �• ,yT STDRM BAR CONNECTION. 5£E TABLE 2 ON SHEET 23 1• (T,, MR 4 BOTTOM) �/� 1• OIXTfl60R Rd _ r.rr1/6•ANCIE (BOSS E A11o1O. 2• 6 O ALUutNUN ANGLE Ek SEIE AL 2) 1Is To 403/0' IRN$OROIX TIX CREWS To 5O M 8C19 —5•—� (Typ, MB P d BOTTOM)) SECTION'S - S eoN rLvunE :AnEW RaLr c�mcmmo nuWR + AM1TAU0. DETAIL A * 1/4' 0-20 OR 3/8' 0-16 UXONE SCREWS VSEO JONIMY'W1 1/a'0 a 3/a' BDLiO-SET OR 3/8'0 • 1 1/4' CNH-IN fNCIgRS RESPECTNFLY STALL ITS LEFT TOOEDIER W ANCHORS AT 1HE TIME STORW BARD ARE REVOVEO. WE M. A) IDIERI6R (Z) ANCHOR50 PER •_ D STORM BAR CONNECTION, SEE TBIE J ON SHE7 23 BEYOND(f)P. TOR @ BOTTOM) (2) SIT. CAW-N "HORS OR. (2) O/1P SMID-SET ARCNOTS m 1y__A• -- fl (2) 3/8-0 ftW maim ORBOLT R E%PAv50N 1 0 (2) 5/16"0 WCON NL ANOi= y: - I (11P. tCPfiAOttl) 0 0 a WM EO i 1J211 1/ra0.082°AfAM. ILUtI. D. W/ • ,E, 2 11/4' Mv,. S/!6b TRPN W/ 2 JaE1R.'EOWD0 rt 0 I4 ' o.e. ....' /fir Y oa4,v._ 44}6T a re={v n1Lm Rx K F amm i• r><YNl/819'-s' (6063-T6 ALLOY) z• 6 A WWUU ANGLE EA. SIDS N/ -- StfiE 9 To 15TOeu (5 R(NJ 5• (TYP. MP h BOTTOM) SECTION Sl - Sl xouTRgsllNtter6pnm o0/»/n o.n [UTTER SERVICES INC. S.W. 811UHT Wntl' sT. LWM. FL 3.aa ne-emF.r..: n1-xn 17-244 yn11W.r Walr v 6rx 0 Ems£ � SJ9 V 1DPiICMKE—��i Mn. CO,--rrOR 8) 3/4% X 4 BOLT 7z EVANS N ANCHO ° 6 END AND U mTE MALIGNS QO k (OgpiT TK).Y �1) AND END MJ vNSQO k � (CR:E.YTA% 12) fOR (2) 3/4'0 KNM SOLT TZ .E�LFANSION pN(21On a VREFWR MOL(K%d E) (ORIENTATION F2), EWE M SUB �k'M?UC4g,E. (8051-JY+O•_s' (AN=N81 C SIDE / (2) 3(41, N SIDE NJ o 3Ja3 tx��V (1) TO MWRW:OOLFITt (1) 3 G K4tV( BOLTTR ExPAM5t0 WBERETE TO POP ED 4, 007, 0m IE (Tr0. TOP k BOTTOM) (r SECTION XI -XI W/ n " ALTERNATIVE SECTION X1-XI Wl CG�� (END &INTERIOR MULLION) ,((:10 I TRIO �41LLION) G OR G i W ORIENIAi30N�1 (WLQRIENTATION $ 11 Q/8 or ' ti;. 0/8 or R/8 or � v RJ8 or R'/8 z R'/8 wo SECTION X1-X1 W/ GCS pe TYoOK PEO'u 3 Rc pia) {END & INTERIOR MULLION) M'a REoW ORIENTATION_#-1) € T i i Tz EDCE OF S:AB {8°x4°) H' AfWlMJ2tE � I t R Aff3bRWE i 7 f A(OAWNENTAST3IONAbIIMK BOLTR Et2) O/AMWN� ). nN O � CO. FOR (1) 9JIb NK 20UR PN:510N ..ti .ANCHORS A END AND INWROR MULLIONS 9k ® (O TA11ON gt k 32) AND ` G iD MaUONN0 (O3KENIMON 82). I(• i 4. 441 ' RAI+ FLOORTOCSUNO/TPEONOUNT(N3.MULLIONS Q OR 0-0 B -� SEGT(ONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION r.E Jwrt., (END MULLION ONLY (INTERIOR MULLION OMW ALTERNATIVES -SECTION -X1-Xl W/-( (W/ ORIENTATION $ 2S -------------- --i (4"W) y IS , EP. I`(BEESgirDULE 1iJ £OMi OF SIAB If hiwUCi9l2. i 3 3- i s }_ $ s $ EXISTING-"�" k cRAss z r Y %Nitta 9 c 5 „ s a� 0/8 or-�--- R/8 or 2 R'/8 a Ma �.A t'I.---;• )• 1 fir,• \tia CP: 4} AtCMDRs 3'slkt/1•W'-3' SCNmULE .fir SEE SCxEOULE. 11) 1 (06,-M ALLOT 1 2' '.FE 44YWJf @MnRNA} 3�(tN6 k @11U4* wm tRTA11FP MNWIS m CF SA8 5- Acm, ANCLE EA / 101 FM CgERED Rf-S tAZ )P OR MAUADW CM 1. 1. k P M2 SEE( S' frf MiSNA&i SSDE Ni/ 12} Tf2b N}).. TORkUiGOLiS . ! (ouRP ROW. YIxi�6Y SPKkG:N;6 SPAN RISV23AlgN f G 4`F%fER10R. I I td9YYA8N p4 E - �EoetP.At N®W kS0. N. MRCRES &mi K w ssn. r�&ssw+z wmw. RCGFEII SONCRET 3"xr.yh➢'-8' i I W- w m sp ( SEE wIkES $1 x# 3 RAtC. SSE SUSCiRES �1 B �2 OR Iffi�.'IptUt 4[G: (fs s YEi,), (8T61-T6 ALLEY I SEE SCHEDULE #I.. istm. ANGLE FA "SE)E 1 1/2' G1 T2/ (zl tCAb THRU 8' Tt71m pS 4 - RESMRAL NO CMERM MPUGTRAR wl ime W. BPLTS TP MUuroN{c_} i 1/2' wVtww Ash. DESCH PR mw- RAM Y-C• NArow WAWA SPAT�NG' B• a sC1EIXRES 11 a }2 fal /8'h91MA sNm ALTERNATIVE SECTION X1-X1' W/ na T[d.DNIMI � a -: WMERCAL MPir.AT4N MR ilw..D a•l. wmw Am 1 1J2' EE8M1 PRESSBfli RAM 8'-W LL906Pw tAUI¢; (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION If 2) vim `SEE WH 0n 01 ✓? 12 Ri w¢iRA+a G�OR G€ _ �. R R Sibs. � C606e-r8 ALLOYL E'* ALTERNATIVE SECTION X1-X1 W! Nrvn. ANGLE EA STiE jj 3. EMTS To MULMN r 4"x8" INTERIOR AND END MULLION W1 ORIENTATION # 1 or EXHRgR or (4) AUCNORw , J 3 (SEE SCREDOLE #I)- — i in' ryP/glrm EutiE Pr sine, Mtn. E.P. �i I Ex. E.D: 6 hwRRsBEE, SSCHEME 1) _ .. i (4) ANEMORB y POURED CC(SEE SCNEOUIE 11) (r< - a-ESR.R..); SEE SCIIQULE {i. 1 ifY-r —p•— ,•3• ALTERNATIVE SECTION X1-X1 W FLOOR TOCE)LINGITRAPPEDMOIRIMNG; MULLIONS Q OR" it SEcTloNs vmT (4'x8" INTERIOR AND END MUWON ONLY,. 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * ? J ND. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULUON SPACING INSTALLATIONS *� scmu, t/e . A* _� y • SIDE RAIL f6J ANO BOX NOT SHOWN r0 CLARITY n SCHEDULE #f l � ANCRCR 1RE k SftC ". to k will") p R EWE qII E/R•R W Ric MIS-N BCREIR k J/�Rh RONATR fS@[EZR -R0.T R1iciioA 9R©a Q �".•'-'^'•I UtARRlmRB 2 I/2' P in- o4E I*k l2. I s RnY MIR mP fEL-N 6 in"R w FASTENER T f�? " (W k m2ERIM) s- V1 PR:NT 1Mt00A R/2.4IFlT LAC wA SALT n. mar MR P h ARIi.{flOR w/ m4YMAlla4 k -S 12k ® f / ATRhR r0. a 112' s t/r b Rn•. t<A::1 AC NUi-RR . P �:i LI:Gf-. 4VPRP0. r44CCC (NMA'INMg ]' R' r/t want7 nb tall wt ,,A R WAT TZ i63 P k BiifWPR /2) k F1 @RPM M/ i ,1r > in• T itQRMiQAM ¢ 6• n'P WL) wC EAR-M WREM m llq Pnw¢R FASRIER PCE E- BUT N8V W SEE • NP11 m S S }iN r s. RE vtim fM Em a tNtFmmR MBMm.s c k 4S / U0.tER'AICIS it w 1z SCHEDULE /2 4KY sub TlRCRREm AwRmR TYPE k SEE I m Twa MMU) CM I R L a ¢ 4• WW AM lA$ SCREW a. 5/6b WMER FAS`UWR 2. ti.• 3 lfY E-Bl 0.N mrkam Eorcl L� �n4m 11-244 W',m e. SWS .a. i 6 IF APPUCASLE 2"ruUU.ION Mm.1/8` Co'L 777 I""A- TUBE (TOP & s8FT0u) Wl i/i'04le ITS WaCEiI I" SNAM �. B/I e'P TAPCONS xL W/ 2 1/a' /' W/ I' O.D.W.asa GALVANQED situ }41, EMBEDMfiA 0 24` ¢c. / WW+FR a TV ac. Min. ED I \ I 1 I EOG£.IF 0.°PUCABLE; L CONTINUOUS P.-., T 3/s• &. E R 7 0m^ CONCRETE (Can S k4 WL) IO• ( 1 8" Mm THCK REOb.. I r ( i tN0 CAP VIP— 1 I ( i POURED CONCRETE 7 7 4' �` (r0 - 7 ksi Min.) wn.ED. 8' MIO. THICK REVO, fo M,"AIM) 5 1 1/2- CODE IF APPLICAEtE l 2• i EXIf79CR POURED CONCRETE (re - 3 ksi Min.) %'txUM0R 8• Min. THICK REO'O. i ( E%RR OR I r GOP, \� $ �. G OR� p G17 �r u ! 0/8 Or T/E• MIS. E.... 2.•.., T .T/s• 3 or " ( R/8 or 4•.4-.3//e- [[MI-1e ua» t((4`•a>'a/e• /8 s R+/8 ,�'"_ MSL EA SSE. £oG£�ir EDGE iE APPUGABEIX f� Arsnrm 'Wk i ( — O (WALL U004YED SHOWN. MAY BE SECTION X242Wl n OR 1d ALTERNATIVES SECTION X2-X2 W/ (G) OR G U55 1; ALSO INSTALLED TRAPPED MOUNTED n 1 I PER SECTION W-R' ON SHEET B.) (END & INTERIOR LION) MUL(END &INTERIOR MULLIONI s ( (WI ORIENTATION A 1) {'N/ OfFIENTATION $r2) 1 1/2'91 XG.062 ITW ALUM. (8`k4° Cf $'%4"� —ANGLE SCREWS 0 4' 0.' ITO TUILDEX BE, :EK SCREWS ®24` o.c. 79 TUBE, 1(2- • SIDE RAIL ON SHOWN FOR CLARITY CURED 3 ia;-unJ I i• +4- fitV'a. V ' � t X2 MA XPROTIM) YF APPUGtBtE YJA DYP. TOP & BOTTOM). WALL MOUNTING : MULLIONS LL OR M POURED CONCRETE WALL. SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SONS. i/8- . V No.ddi6T * 1 *_ui•* =D �. �'' �.,,�,y / , sC �p.�:C VtfWN.� 1k �LC `'�il r s ONAL L"�{I � IL�I�IEGOIo« murTksrw n sxaHEL .° cavAnr wed s, wav,uma Pmn�on 2a°M(npT vl'w� M4SER A iOUt Y VE, navnaa.,A u n Nautilus it R°IIfng StmMer57M®A L� Wz•/Ir P E EXPERT SHUTTER SERVICES INC. I@4 S.W..suw.nE s>REEt �wxa lPoMAl 3S, ,SIWUM <¢n: 17-244 mwce Ma sOEn II a46 P.E. Sb�4iE/DALE �5 3 21MUWON DEM.1/e" O -- ALUM, TUBE (TOP & BOTTOM) 5116.0 WCONS XC W/ 2.1/ Wm EMBEDMENT 6 24' .:. CA? R/or I Ole or /8 or '�' R/6or R'/8 TIN S `U:Iu TIX sv E mow C vwzm STEEL EDGE IF APPUCA8LE 7 1/2- MITI, E.D, -„ EWE Y MPUCABIE� 7 1/2' Min. E.G. CON -_\�=� 'fX1EiEDR POURED HtCKNES- (Y< = 3 ksi .) 7 k bIED � 11 bE ID. THFCKNESS .,...n REDID. IOOR© 7 1/2' 'A,El 2- -ACXLfd' {EQS!-TS ALLQ'O EWE I£ APRUCWU2 AA9n. M'4lE EA- 910C. ALTERNATIVE SECTION X2-X2 W [G) OR CGS' (INTERIOR MULLION) --,{'l�ORiFNTAPON ai 2) (4"x6" or 4"A 1 MOUNTED PER SECTION R'-R' ONSHEET 8.) 1 1/2'x1 1/2'4LOW'ACONT. ALUM.. ANGLE W/ 1/4`0x3/4" ITW SULDEX ILK SCREWS.0 26' a.c. TO TUBE. T4P/BMN) T 1I2- r-uv.�mxv rwncv f _a"a4'Allt'AQ'-6"(EQBI-fB AUSH) X., ANGLE MIN. E.D. i?uxl><TE (fc > 3-FI^+ EO--?-FA^I EK, 510E W/ (2) 1/2.0 M U BOLTS TO MULLION 1 MmJ 6- Man. TF9 '., & (2) I/2"z WK BOLT i2' EwmSON ANCHOR ,A`'r W/ 3 SJi U;n, p+SMIIEM TO POURED CTdCRM WALL.. (TM. TOP & DOTfOM). Ease IF APPLrcABLE WALL MOUNTING! MULLIONS (70R (u� POURED CONCRETE WALL SECTION W-2 y 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION k �' APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS' SAFE i/e - I' 7 1/2' RFn. LD: k'at1! J4' (6061-18 A lum, ROLE U. WDE.. EDE IF APPUCAeLL- ALTERNATIVE SECTION X2-X2 W/ CGI; (WY ORIENTATION # I (8"W) Q SEE MAXIMUM GD(INTERIOR)& (a (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & IL' ON SHEET 25 (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): DGT41AT04 CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HlL' INC HUS-H OR POWER FASTENERS Wt-OGE-BOLT ANCHORS. INSTALIAIM CASE 11' - COMMERCIAL APPLICATION. FOR ±100.0 p,s.f, MAXIMUM A.SA. DESIGN PRESSURE RATING- 8'-0" MAXIMUM -MULLION SPACING. VALIDFORCONNECTIONTO CONCRETE Y// HILTI INC KWIK BOLT TZ ANCHORS. RAIL * NOT SHOWN FOR CLARITY -<•- 9' AN, E.D. N(n. E D R (1) 3!4'0 RW4N BOLT a EXPANSION ANCHORS a END MULLION S'4'at/240'-4' (aG EniArARS d+ x d2). (foal —Ts Aetaq.Awm. _ T S14•o ow MT Ta AN$'GN MOLE EA SIDE Wf t2) Mln, E.A----s LILv EA "4'c 7 8`%14 TP 3 �(ORIENTAIBM b#2). aULUDN� NDLLiGN p" (i) e.; —, d2)' A BQL R i%PANSDN N:CHDR W/ O un. 7s EMD i i}I �,{3 i� F Of SLELAB, DIBCTETi: TO Rop & Y I•(f ;Ip -k"%3 CQNLRE,E (Tw: TOP k IPOURED LONCRCTEJ o k ;e 8fa. tntC% RFQ'0. i A W W e W EAS ml CLASSa 1• � nm �r e a a 5�' m ..L6L6 uN 0'/$� y 'rt z7 � 3 4 m 's n Dam fl'® MIA, WvTTm 1 PWREOYONCC'T& � 3 R S•-//�Afj-'"—{8' N'm. iN3CH RE R£9'O. SECTION X3-X3 W/ (END MULLION- ONLYi (W/ ORIENTATION 3 I} (7"x4j _3'+1'x1/2-.O'-7- (6C61-T6 ALLOY) Nun. ANGa EA SCE W/ 2) 3/4.0 THRU 'BOLTS 7o NOD.lCN k (2) 31 XwNt BELT T2 IMSION MCNC4 n/ 6- lxn. EMOMEM TO ROUSED CONCl4m MR, TCR & Sonoa9 (END MULLION ONY) (1S'lLMQR—wLLwlN-pNLX) i y i�oF-s:As- ALTERNATIVE SECTIONS X3-X3 W/ (6-b* ;rA=PWB,E Wn. E.0. L ft!4 (2) S/4'0 Nwix BOLT 12 PANSiON ' LIro E.D. W ORLEM7ffll N (A-'<7 / ( ANL4iM5 a WTER.OR MUSLIDN (ORIENTATION d2). (A, ' "•�!%� _. • Cim l {Oj AND BOX - NOT SHOY7N f'OH ' Mitt EA. " id, E.O. TOO 1 S!4'a WA DOLT MX 15i011 1'``-. � JGENgF "y ANCHORS a Em WU N � 1 FLCMDA BUONO CODE (Nm 1756 YsbN1y I Allrmv (ORIENTATIONS' PI k. d2). * } .. *. :. C?D,l VC=. aC NautilusR FLOOR TO CEILING /TRAPPED MOUNTING:MUWON Q 9 ==':" �i NP s�N•. ICES ""`- SECTION W-3 3d yt ' _ 1.� � LR• ,y, EXPERT S�SHUTTER A 13"0" ES INC. 17-244 6` LL++p �•� •' END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION �reise •ml swwc4. rm sp m-am SCALE: 1/6' " 1- P£, SFAL/61GNATURE/UATE wtiFa.A mN 4.. OL rtmW uo / Ittn ci[[t 12141s No, ED. U;o EA. 546 j —(SEE SCHMME Pii :(SEE so'Imm£ hJ'jECCE or 9.N A WRAC L ! TT u 3� �PWR@ CONCRETE (RTE� DSCH ➢tRE QT• s ExiSMIrvG��; CUSS z 1' D G e e ?o Q'J8 V ALTERNATIVE SECTION X3-X3 W1(GCS« (W/ ORIENTAflCN & 21 (2'x7- INTERIOR MULLION ONLT) X3 :: Orr- TCP/�FTW):' (n?, Tra/ymp�} POVREO CC'KROE U) LE 1" /J SEE SCHCDULE ji. EWE C' S.A9; � IEOEE Or SUO IF MY4MJ8 i I (E MNK M L Hie. E0. 1 "'—(SE£-SfMwD fir-cSEf SCNEDULE.B,)— FLOOR TO CEUJNG I TRAPPED MOUNTING: MULLIONS CGS SECTION W-3 • BIDE RAIL Uv AND BOX NOT SHOWN FOR CLARITY. Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPtlCABLE'TO A LIMITED LOAD MULLION SPAN AND MUWON SPACING INSTALLATIONS A. TiLlk )ISEE MAXIMUM ® (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE W FOR INSTALLATION CASES 1, la k B ON SHEET 25. (LIMITED LOW, MULLION SPACING AND SPAN INSTALLATION): RSFAUMON GdE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 460.8 p.s.1. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS, INSEALLAlIOP! OISE la — RESI0ENTIAL AND COMMERCIAL APPLICATION W/ t60.8 P.S.I. MAXIMUM A.S.D.: DESIGN PRESSURE RATING, 8'-O` MAXIMUM MULLION SPACING. SEE SCHEDULE /1 FOR ADDITIONAL SPECS. INSMAl1NIW CASE D — COMMERCIAL APPLICATION FOR 3100.0 I MAXIMUM A.S.D. DESIGN PRESSURE RATI 8'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE 01 INSTALLATION YIN. SLAII THICKNESS ANCHOR TYPE L SIZE MIN. ANCHOR YIN. EDGE ORTANCC FOR CASES REO'D. 70P G SO710Mj CYSEOYENT ANCHOR /av HILL INC HUS—H I 1- SCREW. /6`sPOWER FASTENER 2 f/Y S 1/ 2' TOOE— BOLT ANCHOR la {' 1/2T 7 INC MIK 2 1/2' 5 T/2' SOL12 6• /LTO HILTI INC KWK ] 1/4' 7 1/2' E IF APPMt19LE VWUWON OEPTH41/8- Co i ma mer {Tan er aonoN) wl 1/4v.3µ' " Gum= M $WW i �I sl]e'e TFPCDRS KC W/ -2 1/4" W/ 11 0.0.10460' Wll'fNRED STEEL 4 _.^1 EBD 1—LU, E.lOEO1dER4 C 34' e:c }y}y(ER O 21• o,c. ..D. _ EDGE IF AFPUC E- t t/Y � S T 3/4' MM. E.D. PO,l3 id L [fo = 9 id 4:nj CK RM'O'POURED CONCRETE { (YF - 3 Wi'W) -1 LHO dP 8' M a THICK: REO'D. NOTCH WEB Ise. ER EQ—Eo. i � (TYP. TOP/B01TOid) wl —' 4. 5x i ]- ��- Cu 3 U (WALL NOTATED SHOWN, MAY BE q.�Div.3 Y ALSO INSTALLED TRAPPED MOUNTED PER SECTION O'-d' ON SNEtT .8.) FXIWpR ao d JjX A tIF6'"i."`s \ 11L via E.D 1 1/2-x1 1/2-.0.062-XCONT. ALUM. $ ) 3/4' 1. MOkE W1 1/4'0Y3/4- ITW BUII.DEX TEC SCREWS 6+24' 0:4. TO TUBE. i' CAYf3NUf),!5 PCtY+Eb-��`' ( Er M.T.OK e OD. i B- Lyn TF6LK REO'D. X Ins. rmlrDruu) t 1/2- ;\ i 7 1 l 3/4- ED. N i IL4k4 .518'm'-ta'(W81-TO. EDi-Eo� Ew SDE W/ (2) 3/4-0Wh T. A \N (2) 3/4'0 K89K BOLT 12 EriCEDUENT To f EDGE iF APPU048LE WAIL (M. TOP k DOTLOM). WALL MOUNITNN MULLION 121 POUR DCONCRTE WALL SECTION W»T END & INTERIOR WALL MOUNTED MULLION INSTALLAI SONE:. 118' - 1' 3{4' Nm. ED. \ i PHY3/8' (606'-T0 1 ** �.1�m. MY sKE EF. ME EDGE IF APPt1CAOLE� SECTION X4-X4 W/ fENjx &INTERIOR MULLION) (W/ ORlENTSTiON ��} {4°x7"j • StOE RA(L.*NOT SHOWN FOR CLARITY CT# IF TNLJOUS POURED �,, lFfXNFM r a UR, i�h#IU9 3 & BOTTON XL W/ 2 C 24' o,. II tF1} at. v MOUNTEO PER SECTION O'-O' ON SHEe 8.) MEMO T•ICDNI. ALUM. /4• ITW BUILOEX 0... TO TUBE. EIMC IF APPUO4BLE-1 4 CONtAO.IS POL41ED ' CONCRETE (fe - 3 W We) 8" M.. THICKNESS FWD, WALL MOUNTING: MUWON �3 POUREUGONf, WALL SECT ON Wd INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS s I/®' - r EDGE IF APPUCA Uj 4 1/8' OONII U PD4lgO OCiWNT C<ESW B• o. TraawEss aEG'D. 2 emu. 4 3/8' EM IF APPUC46tE_/ SECTION X4-X4 W/ (INTERIOR MULLION) (W/ 9t9l_ T1011 U 2) i2.01 0 SEE MAXIMUM a (INTERIOR) WALL MOUNTED MULLION SPAN 'COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): PSTPLLAIM CASE i - RESIDENTIAL AND COMMERCLAL AFIRLICATIONS WITH t80.8 p.s.f. MAXIMUM A.S.D: DESIGN PRESSURE RATING, I:e-O' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUSH OR POWER FASTENERS WEDGE -BOLT ANCHORS. MIALLATION CASE EE - COMMERCIAL APPLICATION FOR tlOCG p.s.f. MAXIMUM A;S.D: DESIGN PRESSURE RATING. 8'-0' -MAXIMUM -MULLION SPACING. VALID FOR CONNECTION TO CONCRETE Vf/ HILTI INC KVAK BOLT TZ ANCHORS. RyTEPI;OBTAIN JOB SITES ASD, DESIGN PRESSURE RATING (I14l) FOR THE OPENING AND DESIRED SLAT SPAN-V (N TO PROTECT IT (SEE GENERAL NOTE V, SHEET 1). STEP 2: ENTERTOCHARTS (Ia. Tb & Ib') THRU IC ON SHOT 15 TO DETERMINE, BASED ONAN I2' SLAT SUP (m). ANCHOR TYPE AT SIDE RAILS,AS.D, DESIGN PRESSURE RATING (;Ltf); THE REQUIRED MAX SLAT SPAN'L'II. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER ASD. DESIGN PRESSURE RATING; SEE STEP(1)ABOVE. • FORA SPECMC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LADY: THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN la'SLAT SLIP MAY BE USED; FOR GIVEN A.S.D. DESIGN PRESSURE RATING, • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART To: PROVIDES SEPARATION TO GLASS FOR PRODUCTS WIC CR W)STORM BARS(SEE STEP 4). STEP 4: IF PRODUCTINSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE PROCEDURE4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATSIF STORM BARS ARE USED SHALL BE BASED ON CHART To. ON SHEET 15, IT SHALL BE MEASURED. FROM RACK OF SLATSTO GLASS. 2. ENTER TABLE ION SHEET22 W)ASD DESIGN LOAD STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE. STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23. WITH AS.D. DESIGN PRESSURE RATING AND STORM BAR. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A& D) OR REMOVABLE (ANCHORS B &C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT WIOSTORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MU WONSARE USED BUT W10 STORM BARS SHALL BERASEOONCR4RT to ONSHEETI5. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2. ENTER SCHEDULES Ia THRU 2cON SHEETS 24.26&28 W ASD. DESIGN LOAD; MAXIMUM MULLION SPACINGLAOBEAND E63UI�MG U Nl�W�BLB INTERPOLATION INEET N SPACIMULLIONTYPE & MULLION ORIENTATION. 3. SEE SHEETS 10. 10% 11. vA 12.12A 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP& BOTTOM FOR FLOOR TO CEILING (TRA RE6ORV ,L MOUNTINGS OF MULUONS INTO CONCRETE FOR AGNEN MULLION TYPE (G LGf BpJ). PROCEDURE 4a IF BOTH STORM BARS & MULLIONSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART to, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2. ENTER TABLE ION SHEET22 W/ASD. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES2 OR ON SHEET23, WITH &S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR' TYPES COVERING PERMANENT (ANCHORSA& D) OR REMOVABLE ((ANCHORS B & C) INSTALLATIONS & ACHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING OIMLOAD ANO STORM BAR SPACING. 4. ENTER SCHEDULES Ia THRU2c ON SHEETS24, 25&25 W/AS.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX.. IF, VOR n. AND DETERMINE MAXIMUM MULLION SPAN MULL T)WAL&MUWON TERPOLATOION N. IN BETWEEN SPACINGS FOR A GIVEN & SEE SHEETS 10,1DA, i1, Ilk 12.12A 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP &. BOTTOM FOR FLOOR TO CEI N {,[RAP ED)61R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE CG. 6 j. • PROCEDURE PER STEPS 1 THRU 315 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20'& 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. A. SLAT PERFORMANCE CHARTS Ia. lb, Ib' & IC (ONLY VALID FOR 1@" SUP) FOR AGIVEN AS.D. DESIGN PRESSURE RATING(P.9.Q, PRODUCT MOUNT CONDITION INCLUDINGANCHOR TYPEAND FOR INSTALLATIONS WI OR W/O CHART Ia CHART Ib CHART Ib' CHART IC use i6E Asa IGw USE MA]62M LC6nNE 11W0 Wu1>E 318"0 KWIK BOLT 3 ANCHOR POURED CONCRETE 5H6'0 TAPCONXL ANCHOR 6116'0TAPCON AL ANCHOR ro MROBT rum uu carc9116 a0u T6T MAIL ESIGN AO S.O. MAX SLAT SPAN 'IJHAY.' (Fr) SLAT SP 'LIAx.' (FT) MAY. SLAT SPAN 'LM UL' (FT) REOUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (f0) RATINO (PSI) r111 WW = WRs k IRIFHR MOUNT = wm k MB-0N yQ.MI 6( ae k k ewo-ouf YO.6tf r/® t>Z WRS ♦ BAIL Yd.NT @ WM19 k lAlFPID WYIM ffi MORs f 6Ui0-GtR YJQM BNO k ,E� YOWf F/ly ES Ir60 f Wu1 IgNil 8q 1101p k IRVPm ItgB6 bfl Wm k 8iN0.0�1I �BIR iL 10 C k YPFR M/CE�' ea M6] k W SIQ91 1MAD N 8V9 99N420NE W STORY 1-3 BARS 69H4MME 30.0 20'-0' Ir-4' 20'-0' 20'-0' 20'-0' 15'-C 20'_O' 16'-0" 2010" -15'-4' 16'-IY IV-6- 1' 114 12' 6" T SSD 2C-0" 13'-3` 2W0' mF-0' 20'-0' i6'-0' 19'-0' 16'-3' 20'-0' IS-0' 16'-3` 14'-0' 1' 14 1/2' 6" T 4OA 20'-0' 15'-2, 1914' 18'-8' 2W-e 14-V 1T-4' 14'-IV 18'-It• 14'-3' 14'-lW IT-9- 1' 14 1 2' B' ]' 4" 2W-E w-0' 1B'-0' 16' 1' 20'-0' W-2' IW-0• 13'-9' 171M• 14'-2' 13'-9• 12'-0• P 14 I/T V T 50.0 20'-0` 14'-IO' TV-9' 14'-2' 19'-t' _ 13'-1' 14'-10' 1T-t0' 18-2' 13'-l' 12'-9' tl'-0' 1' 141 2' V T' 58.0 2W-U' 14'-8' 15'-W 13'-4' 17'-9' 121-Y U'-fl' 1T-1' 1S-tl' 12'-C 12'-0' 10'-V 1' 14 1/2' BOA 19'-V I3'-9" 14'-9' 12'-77 16'-9' il'-8' 13'-3' lY-5' 14'-T 11'-6' 11'-P 10'-w 1' 14 1/2' 68A 16'-4' IV_It' I]'-11' N'-il` 1S'-B' 11'-0' 12'-S lb'-tl' I]'-4' 11'-0" III-10' 9'-8' _ 1' 14' 6' Y 70A 1T-4` f2'-Y t3'-3' IV-4-t5'-0' i0'-b' IP-t0' 10'-4-12'-9' 10'-6' 10'-4' 9'-C 1' 1] 1 2' e' Y 75A IV-8' 11'-7' 12'-7' IV-lY 14'-3" 10'-0" IV-4- 9'-1Y 12'-0" 10'-0• 9'-10" 6'-10" 1` 13 1/2' 9' ]" �- 60.0 15'-9' 11'-0" IY'-0' 10'-5' 13'-T 9'-]' 10'-10' B'-]' 11'-0' 8'-5' 9'-0' 8'-Y I. t3' 8' 7' 13'-0' 10'-6' tY-0' 10'-0' 9'-Y 10'-9" 9 -3• tl'-2" 9'-Y 9'-0" 8'-]' 1' i3' 6' T 90A tY-2' t0'-1' 11'-2' 9'-6' 8'-l0' 10'-Y 8'-fl' f0'-0' 6'-10' B'-ltl' 8'-0' 1' 12 1/2' 6' 7- 98A 1J'-S' 9'-8" 10'-8' 9'-4' @'-O' 8'-S' 9'-9' B'-]' f0'-4' 8'-5' 8'-8' ]'-9' 1' 12 1/2' 6' 7' 10" 12'-9" 'W-4' 10'-5' 9'-1. Il'-8' 8'-4` 9'-6` 6'-4" 10'-0' X-4' 9'-# V-6' 1' 12• 6• 7' 1050 12'-2" B'-0' f0'-I' W-9" 11'-3' B'-O' B'-2' W-2' 9'-8• W-0• e'-0• V-4' 1' it 12' 6• 70 1T0.O 1V-7` B'-9' B'-B' 6'-6' 10'-It" 7'-IT B'-IV T-11` 9'-31 T-ltl' 7'-9' 7'-R` 1' It 1 2" 6' T I15A II. -I, 6'-3' W-8' 6'-F - TO-7- T-8' —We T-8" 9'-O' T-e` T-F' 7- Y 11 1/2' 6" 7" 0 IO.-w 8 -Y 9'-Y W-2' 10'-3' 7'-5' B'-S' 7'-6` 8'-11' 7'-3' ]'-5' V-10 1' it" 6' T 120.0 10'-Y T-8' V-01 7'-11' 10'-0• T-2• 8'-2' T-4' T-2• 7'-Y 6'-6' I' I1• B'� ]' 130A 9'-10` T-6' _ �9'-B•� T-7 9'-8• T-0'- - B'-0' J'-2' _B'-6' 9'-5� Y-0`� 7'-2'� 8'-6' 1' iD 1/3' 6' 7" 13i0 9'-S" T-2' B'-6' 7'-7' ' T-t' B'-2' 6'-10' )'-0' 6'-5' 1' 10 1 T' 6' 7" 140A - 9'-Y - -e'-11' B'-4' T-5' 8'-tY 8'-0' 6'-IW G'-4' 1' 10 1/2• 9' 7'14" W-10' _8'-0'T-2` W-2' 7-3' _ 7'=10• 1' 10' 6' 7• im ]'-9'-_-1550 B'-Y _ J�t0' T-0• - 7'-7'_IGOA 8-0' V-8" W-10" T-5' 1' I III' 1 9' 1 7- 4 1. ABOVE INDICATED NA%, SLAT SPARK MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2, REOUIRES SIDE RNLS FASTENED TO allSnNG STRUCTURE WITH 3/8.0 MB% BOLT 3 ANCHOR OR 5/16's TMCON )L ANCHOR, INTO POURED CONCRETE OR GROUT FILM CELL CONCRETE BLOCK. OR WITH 1/4.0`TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MA%IMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY SE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. WALL MOUNT Irt.4U1 SLAT SPAN RANGE PRESM wm 0'-C t > 1'-3' t > 5'-6' t > 9'-7' t > T-Y t > 9'-12't > 12'-16' t > W-W' T >a-w 4" 9' 8• 9• 9' 8' 7' 5 S/B. »1-30 9• 9. 9• g• g• 5 S/5' 5 5/8" >61-1M 9" 9' S. 9' 9_ 6 1/2` 5 5/5' - M0n 120 9" 9" 9' 9` ....__.. 8` 61 _ TRAPPED MOUNT MML oF.9fN • SLAT SPAN RANGE > 4-5' t > 3'-6' t > 6'-T t > 7*-9' t > 9'-12't > 12'-16' t > 15'-20' t - - - - N2t-il0 7' - - - - >1�1-16a 6' BUILD -OUT MOUNT SLAT —iKN--- I o] tsm MAX. SLAT .SPAN FOR A CNEN &S.D. DESIGN PRESSURE RATING SHALL �DCDONSSINICATESLAT PERFORMANCE CHART ON SHEET 15. OE9R! SLAT SPAN RANGE P1 lqi 0'-1' 1 > C-6' t > 5'-5' t > 8'-0' 1 > 7*-9' 1 > Y-lY t > IY-16' t > 16'-20't bwo Cr)mm E E E E E E E E E E E E s 30A 9' 9' 9' 9' 9" 9' 9" 9' 9` 9' 9" 9. S. 9• 9- 9' 7 31s 7` T 5 5/8 9• 9' 9' 9" 9` 9' 9' 9' 8' 9' 9` e' 9' 9' 9' 9- 7" 7' 6- 5 5/8- 5 5/8" -5 5/8- 9- 9- 9" 9' 9' 9" 4' _ 9" 8' M 9' 8' 9` 9' 9' 9" 7 1/ 7 1/2 6` 5 5/8 5 5/e 5 5/6 3 S/e' 5 5/B' >5t-e0 9" 9' S. 9` 9" 9" 9` 9' 9• 9" 9` 9• 9" 9` 7' S 5/e 5 5/e 5 5/e 5 5/6 >et-t03 4' S. S. 9' 9' 9' S. 9' 9` 8' 8' _6. 1/2 6 3/4'. 6. 3/1• 5. 5/8 5 5/8 5-5 8 5 S/S - >105-124 S' 9' 9' 9' 9' 9- 9` S. 9' e' 8".... 6 1/2 6'._._ 6" 5 5/e 5 5/8 & 5/8 - - - - - - - 7 t/2 e'_ 8'-67/2 e' e' 6" .._ 5 5!8' S 5/8' 5 5/8 - - - - - - - - > 9` 8" 8' 6' 7' 7' S 5 8 d 3 C b 9 t 5 8 5 5 8' WALL MOUNT •e" SLAT SPAN RANGE oaa Ammo wiatit0 C'^Y i > 4"-5' 1 > S'^8' 1 > g-Y 1 > i-8' 1 > 8'-12' f > /2`-t6' Y > 16'-27 f 4 no 8" 8" 8' 8' fl` 8" 7 1/2'. 5 1/2- itt-40 8' 8' B' 8' fl' 6' P 3 3/4' 7- 4 1/2' 3 3 4' ,w - "1-105 8" B' 8' 6 1/2' w 3 3/4- 3 3/4" >t66+120 8" 8' 8' S 1/2' 4 1/2' $ 3/4' - - a12t-14p 8' 7 1/Y 6' 4 1/2' 4' 3 3/4" >ta-t60 0' 8" 5' 4' 4' TRAPPED MOUNT SIATSPAN RANGE emi tW wautw0 0'-4' 1 > 4'-S' Y > 5'-6' Y > 6'-7 f > 7-9' f > 9'-12' f > 1T-16' Y > 16'-20' f s t 6' 5 1/2- al+-V1 6' fi• 8" 8' 6' 6' 5 1/2' 4 1/2' " 6 fi 6" S. 4' - >6f-Y fi' 43I4' 3 3I4` 3 3/4' - 6 ,121-146 6• 6' 5 3/4" 4' 3 3/4' 3 3/4' - - - - >141-160 $ 6' 5' 3 3/C 3 3 4' BUIL60UT MOUNT SLAT ,SPAN 1 t HOM VAX SLAT SPAN FOR A CIVEN A.S.D. DESIGN LOAD SHALL j5ESM EXCEED MAX: SLAT SPAN ROWED ON SLAT PERFORMANCE CHART ON SHEET 16. A, SLAT SPAN RANGE 0'-4' f > 4'-5' f > 5'-6' i > e'-T i > T-9' i > 9'-12' 1 > /Y-16' i > 16'-29' Y 9aHo w r4fwo E E E E E E E E E E E s =0 6. 6' 6. S. 6. 6' 5" B'_._,..._. 6"._ 6• 6" ff' 6' 6' 6" 6' 5 1/2" 5 1/2" 4 1/2- 4' 4' 3 3/4' alf-40 6" 6' 5" 6` -6" fi" 6' fi� T B' .__ 6' 6' _ 6" 6' 6- - 6" 6' 6' 4- A' 3 3/4' 3 3/4' 3-3/4' 3 3/4' Nh60: 6' 6' 8• 6" 6" 6' S. 6' 6' B' 6' S. 6- 6` 6' 4• 4" 3 3 4' 3 3/4' 3 3/4' 3 3/4' - - - >61-80 6' 6' 6" fi' S' 6' e' 6" 5' 1/2 6' 6' 5' S' S' 4' 3 3/4' 3 3/4 3 3/4' 3 3f4' ^µ- >61-105-. '. G 6T 6' - 6' -6' 6" - '6' 6' 5-31AV 4 1/2- 4.-1/2..3-3/4 L C 33 4= 3-3/0 3.3/4" >toe-f20 6- 6' 6" 6' 6' S 1/2 5 4 5 3/4 4 t/2 4 1/2 i 1/2 3 3/4 3 3/4' 3.3/4" 3 3/4' - - - - - - - - - 4' 4 3/# # 3(4 3'3/4 4l 2 4 1 2 3 3/4 3 3/4' 3 JIa: - - - - - - - - - >141-160 6' 6' S. # 1 2 4 i 3 3/4 4' 4" 4' 4" 3 3 4+' DESIGNSLAT PFASM SAM PA710E Eta. SPAN RANGE D'i' i > 4'-5' i > 6'-6't > 6'-T i > T-0' 1 > 9'-12't > 12'-1e't > 16'-20' 1 s SDA 8" 6' 8' 8" B' 8' e' 4 1 2' NI-60 6' 8' 6' 6' 6" 4 1/2' - >61-66 8' 8' 7 1/2- 7•- _ - >Bt-103 e' 6' 7 1/2• 5' 4" >to6-Ix0 e" 7 1 6' 4' - - - - >111-Iw 6' 6' S• - - - - - >1{1-I6D 7' 4' TRAPPED MOUNT ok5A Pfd RANGE SLAT SPAN RANGE 0'-PT > 4'-8't > 6'-e't > 6'-7't > 7'-0't > 0'-12'7 > 12'-t8't > 16'-20't a =0 6" 6' 6' 6" 6. 6. 6' - 131-40 6' fi' 6` 6' _ 6' 6' 4 1/2' >41-50 6' 6' 6' 6' B. 4 1/2' >6t-60 6" 6' 6' B. 5" 4 1/2' - >el-1o6 6" 6' 6' 4 1/2" 4 1/2" >m6-uo 6' 6' 6 1/2" 4" 4 1 2' - - - >m-Iw 6" 5' 4 1/2' 3 3/4' >H1-160 6' 5' 4. BUILD -OUT MOUNT SLAT `—SPANS C4 tB= MAIL SLAT SPAN FOR A GIVEN PRESSURE RATING IIGSH&L NEVER EXCEED SPAN MAX. SLATT PERFORMANCE CHART ON SHEET 15, 1>E.WAt SLAT SPAN RANGE Po✓d91RE 0'-Q t > 4"-5' t > 5'-8' t > 6'-7' t > 7'-2't > 6'-12 i > 12'-16' T > 16'-20' t Ro 4 ((w E E E E E E E E E E s 60.D 6' 6' 6' -6' 6' 6' 6' 6" 6' S. 6" 6. 6' e' 6' 6' e' 5 1/2 4" 4 1/27 Tt1N0 S. 6" e' _ 6' 6" 8' 6" 6" 6" 6' 6" 6' 6' 6' 6" 15 1/2' 5' 6' 6' '6" 5 / 2 5 1/2' 6' 6' 6" 6• 6" 5 1/2' 4 1/2 - - - - 3.3LV - - - - >6t-m 6' 6' 5 12 5 1/2 5 1 2' 4 1 2 5' S' 4• 4' 4 13 3/4' >elvtD6 r 6" 6" -V - 6' 5 1/2 5 1/2 i 1 2' 4 1/2 - >1ae-lxo 6• b• 6• 5 1/2 5 1/2 4 1/2 4 1/2 4 1 2. 3 3/4 -- - >HI-iw 5' S' 4' SCHEDULE VC: Vx FORCES (Lb/FT) & VY FORCES OTT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSRNE AND NEGATIVE A.S.D. LOAD) �GPAN� sar CSC * SLAT SPAN DEFINITION IT DWI BE THE RESPONSOM OF THE CONTRACTOROR PERMIT k.J" -DER TO VERFY.THAT EXISTING STRUCTURE IS DESGN'EDTO SUPPORT VIAND W FORCES IN POUNDS PER UNIT PODY OF SHUTTER WGHT AT BOTH XUM SEETHISSHEET FORVR&Vy VALUES VY sloE RA vx �..... VT vY --AA'•l C�� � �1' VCENSF`';'9 •• iiDRIW.. BU mm CODE (mm Sigh vemly 9urtfeoen P ) No.44167 �aal„xP" Nautilus 3 \ L E C O _ nwraRsAow.if 1Na' ? p may^ 1`!' \aart T6lula a uaw�rmna carowr a \,st nMla n.W w.w aau+f,n yH EXPERT SHUTTER SERVES NC. HN TN. BtwM TT:M Tz-2aa =/Wf ''• s/ONALE�TII'' PwH �Xz ti T.\as WTPA TW! PF. P.E. SFR! 1510TSIYGG DnTE e, rtouw tk. / � tee vim Ts v a MAXIMUM A.S.O. SLAT' SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5-6' > 6'—T > 7-9' > 9'-12' > 12'-16' > 16'-20` RAnNc (Pal) VX VY V% VY VX VY V% VY VX VY VX VY VX VY VX VY 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 2_40 1328 320 1823 400 >41-60. 70 120 290 150 794 180 509 210 708 270 _ 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360_ 1695 480 2422_ 600_. 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 _ 473 2009 591 2492 638 — — >108-120 313 240 728 -300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 7003 420 1612 490 1869— >T41-i 60 787 320 3186 400 7322 _ 480 1873 560 774D 640 — — — — — — 9Luex L1Tm r 9w.vea 40Z-LI um n/n/La T �>m9v (oozz aadl,13 n K-FN '.CC 38 11YOS ONIN3d 30301S MAID 1Y TYM 3 KMM RIAtayl" 3000 D1410TAS VQWO'1i-SAL 30 CZ W3ldVHD ROW! SNOIS'AOWd OW W130 NO NUO SONS AM 33NY0HQOOY NI A11OWS illn8 36 01 IWAI 31fflWa QOOLA ;1 , 01 N0I530 'O•SV ONY Was 17IS oN:ONOdS3WW03 SAL Wo1 31avimAv S DNIDYds Y mu 3MIQNI IZ 133AS NO SPAQ3405 WZY4 80439I SY 01401 SY 03Sn 38 AYA SNYdS 1�,S '"I 031YOt0N1 3MBY 'l +i3TER B NOIIVA3 I 09 aCn+O) N85-SW-319d Wt S .{ .0-A 1 '09 1 (SVMJ Ef 3Nd NS3= ami mY 98mi uw o �� tm m 1Nri1 1Na 30YW9 DOOM -SM13 Ntnie 0 M 00 .,�� t� a�64Yma 1B1 liaM 1YM lw IN651YIS `ABn mBawll - aaom omltm>.mmlw�malmu mM{Wm11la I tmwa Ix t ,", N011tl/�313 Z lIV�130 19146'oN 53 MOMIS 31NViW OOOM OINI NOIIVTIVISN) o NYiM Hai am w (an+J) wrW� u 3,4 110O [� C9y-mrsmoa mi trm _ w� (Tn9) Kwc�RYID m119R91. .FS w ova .B-.S F.B o ,9- 9 • R our 3NOZOVA NI •Q. ��l .tom• B�•� YgVYlap�•1 �)) 9Nd 1pAL4 0/N Cn r9a a s ) •lmtJ. -'%rt�, i1dls3a L9'�B�'IMI 1Yis 7MM alral mwt naY 9.m nuw s+n+czl all IBamnl 9S0 svlMpu am9Ca 3 m{ wYmlt m m DNY 1 A mmtaBewLwmeamBwBalsmns++Dltrrnuru amoNvaeuaoADUv BxlmmrllnmumNmlNmwmLuws'Ov�mrmNDlsn nvtrx9NnvnaL (ails al O OdM3 1tliS .1-9 ,l-,9 ,l-.9 r ?O9 .S-.9 .F.9 ,C-..S 019 ,S-,9 .S-,9 A-,9 A-.9 .9-19 .9-19 w.Q9 t B t ,t-,9 A -A ,8-9 .fi-9 W-OW t 9 J .♦-A a-1 .Z-b .Z-1 •• m94 ♦ INoz mu t-t awR mall .— /irNo-9ve mxv /ino-u•c t9B1• • Na) 9MB Iftl015 O N °O'a•° v M7 "m t1TB a t� a atN1Yl� � mMNtlm (U) .wgr6 Nrds 1YLS la HIM I= XY11 amw Olml vsv amoea nYcnw an { mmI'amlvaml vh acsm loam mLt rBmM ra jajA lavHo /iqMMM TqM 1UtlH0 M013a a Irva3a me sxva wags Dery srmlLntvua ao9 NDIL(INO'J1NIplILL3L111N9DNYB♦e1mWl9n3tm593tldNp1990 YfBYwnYaftMl NBNOYW01 IIS—M O 01 lN0 30WY iM ,Z-.9 .C-1 .F,L .£-A w MI �-.9 A -A } A -A A-,0t A -A -At w 0Y9 .1 ,0-6 A-,01 ,0-At A -At w am A t.9 .t. A-.4 .♦-.L .♦-1 ."x Wm9t .1 A -A A -Al A -A{ A-.01 wm91,9 19 .t A-.L .t-.L .L-,4 a-x r 0'M ,l ,SL .001 .0-Al .0-Al _m .B t B .t .F.< .6-.L .6-,t ,6-,L w 0'LS .1 ,8-t :0-,01A-.01 A -Al Y OV 8 t 9 .l .L-.L A -A C-.B S=8 • UOC .l 06 %1N1Nn a )I�tl0150 FI/ m� wm• • (u) •� q' lY6 'N0[ /M / b MJ1011 m (uJ .VM-, NYd5 lY6 7mn aW P a cumam V IO ataraa Ml tro 3o tow a arms! 01) NYdS 1Y16 lal (u) .tm^l. DIKM,�mw 'm6Y t14W 1 m Eil 0.BA4 nT a LO a 911 all HONYI% Odtl10.915 wp1 vav 19m9B1 mM aml I0m ar4a9ILHa1 s OM tl9v. acaa WYYowt NIWa iIIM tYBItMI s IavHO /a TgII 1NVF1� IoI lavHo r w jqj juvHo I livim NO SNOtiyuAllW d Y M0138LIMI3omdatlY8mW1SmM8nmLLY!WISH MM36Z9vLlOn3asurewlw6oanSnOLLYrn1Sw SOn 0v„ZIMSII S3 dO MO 3 OOi OWU31 's not NolumlODINipN mL(IN4mN•8Bd)at0Ly4Wn993tld H'.N530 m9YwMm+19 N3NDBnoa noe NOILONOD iNnonnBYni5aW8vW OfelYtl3mW9tld MAa30'maYWBVO%N1N9NOvtpa ONtl:9/l dll31tli3 s' OYOl N01S3O">-tl ��3 `JVN OOON N3AI9 WISM140JOnVAXIN57 qon 71 IqUIMMMUMMITis A3 WDid `ibr d01 1WYHO3ONYWW iW3d 1V'iS OIl NI ONY d WWn MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (Osf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNTTO 2"X4" WOOD STUD (SEE DETAIL 1 ON SHEET.2M • WOOD GRADE SIAT'SPAN RINGS 110°ty �'t✓1� tld m P.'S' ` SOUTHERN PINE #2 (G=0.55) 5 30.0 6' 40 6' 5o 6° 60 S. UGLAS-FIR-SOUTH (0=0.46) s 30.0 6" 40 S. UCE tNE-FAH-SOM G 034 s 30.0 6" WALL MOUNT TO 2'k8" WOOD STUD WITH MINIMUM 112" PLYWOOD WOOD GRADE >au SLAT. SPAN RANGE W6 dm4''>fbs'>sta sto T'>Tbd`>Vblo' SOUTHERN PINE 12 (G=0.55) s 30.0 6' 6' 40 6" 6' 8° 6' 6' 4 3/4' 50 6' 6" 8' 6' 4 3/4' 3 1/2' 60 b' 8' DMGtAS-FIR-SOUTH Ga0.A6) s 30.0 6r 6- 40 6' 6' 6' S 1/4' S f/O 4 1 4' SPRUCE PiNE-EL4-SWIH s 30.0 b' 6" 6' 6' 6" 5 1/4' BUILD -OUT MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL2 ON SHEET 201 WOOD GRADE SLAT SPA! RANGE d-C > 4v-8 > sue" ` > fia" > Ya' > s-l0' 14M � 6' YpY1 • 6' := 6' = S' WMf n 6' Y * 6". . am1py1 • =—A 6' =m 6' YgNI M 6' MIMf I 6' 5 30.0 SOUTHERN PINE 02 40 6" 6" 6_ b" 6" 6' 6" 6. 5 1/4' 5 1/4' (Ge0.55j 50 6' 6' 6" b' 6' 6'S 1/4' S i/4" 4' 4" 60 6' 6' 6' 6" 6' 6' 4' 4" 3' 3" UOUGlAS-FN-50UTH 5 30.0 b' 6' 6' 6' 6' 6' M 6' 6' 6' 6' (G 074 40 S' G. S. fi' 6' d 5 1/2' 5 1 2' 4 1 2' 4 1 2"SPR(h.EPINE-F'R$OVM =0.36 s _'00'6' 6" fi'6' 6" 6' 6' S 1/4' S' ♦ M MAAX.X. SPAN FOR FOR A GIVEN A.S.D. DESIGN LOAD SHALL PAN IN EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHAA RTS ON 20 SHEET. e"mmne &D. DESIGN STORM BAR SPACING (FT) PRESSURE a 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 1l'-0" ll'-O" 11'-0" 11'-O" 11'-o" 11'-O" 11'-0• 11'-O" i1'-0" 35.0 i l'-0" i t'-0• 11'-0" 11'-0" Ti'-0" i 1'-0" 1 t'-o• 11'-0" 11'-a' 11'-0" 40.0 11'-0" 11'-O' 11'-0" 1 i'-O" i 1'-0" 11'-0" i 1'-0" 11'-0" 11'-0" I l'-O" 45.0 ii'-0" ii'-0" 11'-0' 11.-0. 11'-0" 11'-0" il'-0' 11,-0" ll'-O' 11'-0' 50.0 i 1'-0" i i'-0" 11'-0" 11'-0" 1 i'-0" l l'-O' i l'-0• l l'-O" I V-O" 11'-0" 55.0 11'-0" 1l'-O" 1 i'-0" i 1'-O" 11'-0" t 1'-0" 1 1'-0" 11'-O" i I'-0" 11'-0" 60.0 111_0" 11'-0" 11'-0' i V-O" 11'-0" W-0" 41'-0" I I'-o" i f-0" - 65.0 11'-D" i 1'-0" 1 i'-0" i 1'-O" 11'-0" 11'-0" l l'-O' l l'-0" i l'-0" • - 70.0 1 V-O" 1 i'-0" 11'-0" 1 V-O" 11'-0' 11'-0" I1'-O" 11'-0" • 11'-0" • - 75.0 l l'-O' 11'-0" 11'-0" I i'-O" I I'-O" 11'-0" l l'-O" i i'-0" * - - 80.0 11'-0" ll'-0" i1'-0" 11'-O" I1'-O" Ii'-O" II'-0" 10'-io' + _ 85.0 i t'-O' l l'-0' iI'-O" I 1 -O" i l'-O" t i'-o" 11'-0" - - - 90.0 l l'-O' i 1'-0" 11'-0' 11'-O' 11'-0" I V-D" 95.0 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" ll'-O" 100.0 11'-O" i 1'-0" 11'-0" 11'-0" 11'-o" 105.0 11'-0" I i'-O' l i'-O" 11'-0" 1l'-0"- 110.0 ill-O" 11'-O" 11'-0" 11'-0" lo,-10" 115.0 11'-0" i l'-0" l l'-O" l l'-O" - - - - - 120.0 11'-0" 11'-O" l l'-O" i 1'-0" 125.0 ill-O" 11'-0" 11'-0" i0'-i0" 130.0 ll'-O" I V-0' 11'-0" 135.0 11'-o" 11'-0" i i'-0" _ 140.0 11'-O" I 1 •-0" .. 1 i -O' - 145.0 il'-0" ii'-0" lo'-11" 155.0 160.0 ♦� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VALID FOR. INSTALLATIONS IW/ 1 OR MORE STORM BARS PER SHUTTER. i THIS REGION IS ONLY VAUD FOR INSTALLATIONS ,--'jW/ 2 OR MORE STORM BARS PER SHUTTER. STORM BAR SPACING -a' (Ef) Am ' 2' 2887' 3' 3b' 4' 4b' 5' 'S,5' 8' 8.66i -AR- AND.* AS. D A9C0 &BCA ABA.D CA - CO ABC ,, „aO CJC__,�AB C, 33A BCO A.B.CD ABCD ABCD- ABCD ABC CO ABCb B D ABC ADA ABCD BCD A CO H "X.O IN IC C.D ABCD BCO 43A SC.O B 0 BC H Q BC C0 C B D BCD C DMA BCD BCA CD ABCD BCO H A.B. D C ABCD C 360 XBXD he C0 halcm 0 ABCD CA AB.0 ARC 60.0 ABC.D ABCD ABCD AB .0 AACA C0 AB:CA A,%C kale ABC OLD ARCD AB D A CO ABCD B90 ABA.O ABC ABC A C AB "A ABC.O Be HCO ADC.D ABCD C A.9,C AR.0 A.a A 730 he.. AH 0 ABCD AILC.D AfLCX C AlLe AH A d ODD CO xa= CO ABc A.S.0 A A A OBA B D BC B CO Aag &B.0 I A.0 A. A A -Me B.C.O A.B." ABC ABA .G A.B.0 I A A A A M30 Be B O AMCM ABC C he A A A A 1DDA B.C,O ABCD AILCO BA Alac A A A� A , A 105A ILDO A 0— B C ABA... AH ,,, --L,,,,,,., A A Am A 11" BCD BC B C A A A A A A 115.0 AB.CD ABCD BC ABC A A A A A- A IMO A.9,SD Be ABC AB A A A A A A 103A BAD Be AB.0 A A A A A A A 1360 BCD Be ABC A A A A A A A 1n B O BC A,9,C A A A A A A - 140.0 BCD BC AB A A A A A R tA10 BCD 8 A.a A A A_ A A A_ - 130A BC0 C A A A A 1 .0 AB A A A A A A - - 1M6A. eC 9 I A A I A I # A ANCHORS TYPE. LEGEND A 3/8'B CNSON. STEEL KWOI SOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* h 5' Min. THICK POURED CONCRETE (f'c m. 3000 psi) B 3/6'00 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (rc — 3000 psi) k 3/8-0-16 MACHINE SCREWS C 1/4"04/4' ALL POINTS.SOUD-SET ANCHORS W/ 7/8' Min, EMBEDMENT* TO POURED CONCRETE (Pc - 3000 Pei) k 1/4-0-2B 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16'0 1TW/BUDDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT* TO POURED CONCRETE (fc = 2899 pai * EMBEDMENT IS BEYOND ANY FLOOR / CEILING RN6N STORM BAR SPACING'e' (M "WE D 2' 2b87'tAC 3S 4' 4.5' S' 5b' 8' 8b67 3*0 BLD AbC0 BCO BC ABCA B,C,O' BC ABC C 3" CI) "C.OD 0 eC BC BC kE A 40A BCD B 0 tl 8,4 BC AB,D A A A 4" BCD BCD BC ABA ABA A A A A Me B4D B 0 BC C A A A A A 03A Auto C ABC A A A A A A ODO C CBe B A A A A A A MBA CO CBe A A A A A A A 70A BC.D C A A A _ A A A. 7" ABCD BC A A A A A BDO AH,C AD A A I A A WAA.B.C. A A I A A A A 9" ABC A A A A_ A_.___ noAHC _ A A _ A A A Ina kite A A A A 100.0 AO A A A A 110A A A A A 11" A A A A- I= A A A A 1= A A A - - - - 13DA A A A 1380 A A A 1 A A A- I460I A A A - 1010 I A I A I SCHEOULEte FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN(ft) FOR END AND INTERIOR MULLIONS FOR AGIVEN A.S.D. DESIGN PRESSURE RATING (p.at.), & A MAX MULLION SPACING (R) SCHEDULE 28 WALL MOUNTING MAX. SPAN (F) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.) & A MAX. MULLION SPACING (FT). IAi9= � !110110 MAXIMUM MULLION PAN W) . q Pfs OP533 � STA4M l�! MAXIMUM MULLION SPAN (IT) @4'x6'X1/4'MULLION O4'YB'XiIVMULUON Gx 0tr.IN'THICKaW FLANGE) MULLION ©4kexiWMUWON 0�1 4'4W/4'MULLION C2 4'd'2]N'TMGX 'FLMGE) WAM ), ORp9tJIWN 1 014ti W91RA)IR4 02 lxW 1 Cp0.N1A9IX! 22 %91N]J00.4 I Obi2tt,VpH ] 09(N]Ap011 /t OW[MA1gN x( pRfinaroa 1 0}OIIA110N 2 CPoEV]AipH n FHO p1RkLl9 WO L41[IDOR911RIOR pID BiIFfE00 ENO i3N WIWWI END 0YR0.g0. d9 OOEBICN t7ro IN2WOH fT9 MiEWOA E1A 92RFR420-0' )-10` p-b' Y-3 fY-0' 1C-> b-9 2-4 9-4 )-6 12-10,_0•. ]'-4' 0'-]' S'-0' u'-• S Y-) R'-4' tl•-W E'-11' 12. ' SSO M'-0' ]-Y 9•-3' b'-9' 11'-5' W r 10'-0' r-Y Ir_V N-1T12•b•20'-0• F-10' a-10• e•-41 10'-t'- T-]' Y-3` f2'-8' 8'-5• B-S' 1}'-E' 900 ]B'-0' -10 6-1C -1' 10-11' 1 tl'-'430 9'->' T-1'- •SR0 20'-0' 8'-e' tl'b• r-S' Ib'-B•' 9•-Y Y-+P frb' r-11 4•-2' IT-8 460 2O'-0' 4'- • S 6' 6 6' 1 -0' Yb• p'y' 6'-1P 1'-B' 6'-2' 1Y-4•S')-It }'-0• 6'-0 -1' 6-0' 6-9 9'-11' B'-0'' K 8-II' V. tl'->' Y-T' b'-J' i}'-0• 11'-!' Y!' IT+B' ]-If• S'- )' }'b' tY-8' SQO 630 Sp' 26'-0' 4 =9'-2' 6' Y1'r-0' _ B'�' 10'-2' Y-B' B'-11' B'-Y '-0' r-le 1 IY-Y 3'-1b'-0' 3'-]' IY-B' IS'-4' � I)•-!' Y-9 —.�no 519' T-9 T-B' ]'b' 5'-E• d5'-C b=! tl'-0' 6'-8•' Y-1`' B tl'-1' 8-2• 6'-2 4-2 B-2 I2'-O' W-lw W-9. b'M' 4'-4' e'-3` 4' �r 1Y-S' fY—H' 4W �A Iff-3' iC-!' 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