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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERHA NV, ACCORD SKUnER SYSTEM SNORM ON NIPS PRODUCT &UUMON COCVMEM'N.Ea) M BEd MATO FOR CWPINNCE W ACCORONtCE WITH ENE 7017 (OM MORON) Of ME nDPoM RULLDUW CDOE.. PREACOOSSR" SWAIMI:IMPE" SWL NOT 6E MIA4ID AT Kci y KU E 20195 DESIGN W.WI IDADS SKNL M DERRUYCD A5 PER STCCON I= W TIC ACTSE N ORPOREO DOG& FOR A CASTS TEND SPEED REIXYRED m THE wRISOgMYN 11fEFE SAME, MOL DE SHEET LD MINA 15, 12 = GC10R Ke•OM, USNG ASOE 7-10 ANO SXILL ROT Oq® ME MAmw (RSA) CESR, FRESSURE RADNGS === ON sEFAs 11 TKRN /5, 19 & 26 W ORDER To AII6FY ME ADWE CONDITION, ULTNATE DESIGN %PO UYOS DETERWIKED PER ASRE 7-10 SWLL RE P1R51 REDUCED TO ALO. OCgN MD tOAES of U MnW MET m D6 N ORDERM CC,NPARE MEET W/ µµ, (A5,0) DESAiM PRESSURE PAT3NGS WOKAIFD ON SHEETS 11 IKRU 15. 19 & 20. N WR OFTO %MN M"DOUPONENTG AND AKORCR5 ON M's PLC, A5 TESTER. WERE NOT 94ER SMCTSM, A W R NCREUX N AMLONADEE STRL3S WNO LOADS WAS fBQ USED N THEIR RE RE AW.Y NOVICER, A MONO. DUR.AIgN CK1pMR CD.I.FOA fitl USED MgVaUFlCAIgN OF FABRNiaS W WOOD. AP, REPORTS.. H,V. ACGOROWN SHUTTER 6YSIEWS ADEOUiDA' WNOAKD VALE wsu w= L0A61V$ DEER M]UtCR N MCOkQWM OE Sunuvi IW9.1.2 W wADOVE ustago aS CODE AS Pat -NV RIME(j) 10214.01-M 10715,01-03, /)OC4.D1-05, 11214D1-O5, 1017'0-M' do6D9D1-10 AAU /0210D1-lI AS PER TAS-201. TAS-202 AK) TM-2W PROTOOD T AND -ASH E-IRB6 AND E-1096. SWNCM0.5,(MSSRE lflII 0, MND ZM45 1. 2 & 3) &'#1220.01-10 AS AS, TAS 201. 203.&, 203 PROSOCOES LARGE UIS54F: -w Y COw DUDE 0 10505.01-08 A3 PER A9TM E-i666 AND E-1996 (I SSILE LEVEL 0, MWO MINES I. 2: 3) PASSO PAMECTgN ONLY AND / 0726.o1-6B AS PER TM 20Z PAOTOCp, 2. HV BEADC0 A70 W W ,BADE 0 ARE M,,RM,p M MCWI N wa9N riM, E4M onst UI DS, ME OENEWL UAPATOM ANC EwOCgKS W USE DDECATED ON SKEET t9 3, BERTHA N.V. ACCORDION An DIV SCREWS), USED AT GLADES KNICCE. AND MR DIRECT MOUNT CCOOKIE S4 TO TRACKS SNNL OE 114Y 75' AND i(Aa1.75' RESPECTNFLT. 410-W UNNOU subm STANUES9 STM SERSYS M I3S 0 w WSI) SIRMUM AND too Ail TENSILE GMC.NOM. ANSI o N B SHAI. at EDWI YATw OACROSKOED OMC SYSTEM AS 4WUFACMtm BY AFPRMLO COATWO MPICATGm REGISTERED VM1 AMESOOUN SI WEiai SIGINS ASSOCLAROR PUS "UST BEAR ME w WAaN16 ON Men KEAD. 4. ALL ALUVMIRA EKIRV3RRe SMML CE AURUR`YM ASSOLTATCN AILCT MD PUPER AS NOGTEO 0 SN[ETS 2 AND I MUMM MELD SPOSASPI EON 800-76 AllDi S MD WEND 3&7,W COR 6005-T6 ALLOY, A AL1. SCREWS M BE. STNNIFSS SLA SOIL OR 316 ADS SERLS OR CCWi0SI0N RLSSTAM MAIEO CARBON SFm. A3 PER mN e0D16 YM, M LM td. MLO STREPERM AND 90 W M TEKSAE SRENODL AND SMALL COMPLY W/ PDRTIA ® 40 CODE 3ECDON 2411,4.3.4. 6. COLTS M BE ASM A� G N%XtZFD SEER, OR ADD SOIL OR 316 SURES 3TAIRMS STEEL "TM n w MNNw TIE1D SMEPUM, 7. SEE TKE COI.OMq SHEETS MR AWKOR SPECUKAT(NS:.NY-OtAt1E0 : 12,E3.14,15 AND 20 ITV RUDE 0 & 0 wotooKO N UKso R 12. 13 & 15 6 Me DERMA N.V..ACWRDOH SKIPPER SISTEU SCARS A US. PATEM 16TT9.362. COJPORdiS OF THIS APPROVAL ME COAERD. N VRgLE GRIN PART BY U.S. PARENT /Y458,17D ISSUED tO PASTERN NETK SUPPLY, M. 9. R SHARE 8E IMF RESPONSOl11Y OF IHE.C9NRULTOR TO 4fRiY 1HE SO1DDgN65 W ME: SMUCNRE )AIAERE SHUaat S TO $ ARAORED TO NSU9E PROPER AKCKORADE OOOMAO CK 70 SEAL/eU ALL SHIM CONPONENf EDGES YTGW PiA1IdN, ilUtU rMRMNG O CDRNVUOUSCOMAd WfT111XE BULLGMO TO tNfl4jl WVN/RARN NTRUSidl I0. EACH AWE AND ENGAGE OR I=KO PIACC MON'WAEMNO WIEEt OUEaJ6 PE10005 OF KJPRM.V2i. iW WRbE MWC OPIUM TOOK, OR on". NUS( PROPERLY apg ALL EN. AN IW WMa0U1LS ANtl.EIMAGE OR l9df ALL IN MO n0 LUCKS. tt. SNUFIER MMUEACEURICS I.ABEi. $HALL BELOQkM) OM A READILY N4&E LOCIyN AT A(XA=ON SNURFA N ACCCRQY'CF YAM SECtp» I704.9.3.OF El,DRe.A BU:UORC CODE DC UB PLACED MR E1ERA CPEIaNc. U9EON0 TO COUMY NOH wC=N ITODAS Of THE n0fiO1 DADKO ccaoE EL S1U1L or 12. BERIIN M.Y. AEDORDON SMUftER SySTM WSN1A1gN S11RI1. WURT ,, SPECS 9AllIGIED IN. INS DRAWING AA AAO' CUTISNG AID TOWNU RECUUTIDVS PRON9EO AT RC JVRISOgEIDN g1AERE PERUIT ISAPPUED 70. 13. (0) TARS P,ET, PREPARED of Me dGNfER S GENERIC ANT DOES KO PROYOC WPOryATgR FOR A SOL SPECOC PROROR Lo. WHERE ME SRE C0.S9rfCN5 OCIIAiE nCAN ME PL0. (e) CAINMCEM 10 BE R6POIa9ME FM " 5F1.FDwK. PARaDSC. AKD INS1AIATIM INDLUDNT Ure wM CF mts AwgUO . aASED OR M* P.F.D., PRONpD KE%2NE MET M otmv FRW ME CONDITIONS CIMAJDS CN PO5 O0..DMEE47. DONSTRVONM SATEIY AT 9RE S ME MMAAMWS AESPOi31B:UTY. (A) IKS PEA WRI. BECONSgalEO OTYA1m U ALTERW m ItTT "EATS. (e) SITE EADECTO PAUEM SKNL BE PRRMED.m A PUPlI04 REDSTERCD E,KMTS40R ARCIIREGT W19Ery IA1LL BrCO"E ME dO1CIIt of ACCORD. MOA) fdl'11NE PROECi AND MNO MM1L BE RESpON98lE fLfl TN:. PPOPai tSF W ARE P.FD. alGlxfd CF Rf.CORD, ACOC AS A DELEWIED ENCNEER 10 niE PL0. ENQN[ER SNLLL 611&JIf N T1N5 tAPER ME SRE WCOC DRAW= TOR Rfl1EW. (e) CAON P.ED. SIWL BEM ME CAM ANT OPARIN SFA AND SGNUURE W ME PAPESgoft dGW¢R W MCM MU PREPARED e. A1• "Vf �S. 02017 m1E(O, MO SCANNED ' 7 '�-4�c=3`� �L� y EC O ri BY % 'fTA16P f �, TILUT TESTING & ENGMEERNG COMPANY ' �A` Wu6 Nx2w.asu.w Aamwa svNs.aDRN aI St. Lucie County _ PPM: aosu l-15D .FA.:<0e21_p3, CMER11 NOTES SHEETI SYSTEM COMPONM 1-20 SKEET 2 MIEN COMPONENTS 21-37 SHEET 3 TYMCk SHUTTER ASSEMBLY 38-44 SKEET TYPVL wWDOw BODE & wacKlr WAR. AHU-24. HV BLADE n ANO NV WINDOW BLADE�,flP� (WHERE APPI IRI) TYPICAL SHURER ELEVATION & NOTICE CN LOCKS SHEET 5 NSAEADON DETALS.A-F. CONCTRTE/BLCCI( SCET O DSTNIATION OETARS. O-M, CONCREIE/eUDCK SKEET 7 CENTERMAIE. DETAILS NY SHEEP 8 CanER11ATE ALTERNLnNG DEP R w SKEET 9 END CONNEPRER OrTMS 1-6., CONCREI[/RLOCK SKEET t0 . UAAIUUM SPAN TABLES SHEET 11 MCNOR SCNEIXRE- CONCRETE & BIDOC SKEET 12 ANCHOR SCREOU1E- CONCRETE & BLOCK SKEET 13 ANCHOR SLNCDULE- CONCRETE & CLOCK SKEET 14 ANCHOR SCHEOUtC- MOOD SKEET 15 WSTAtEAMPI OETALS M-R• MOOD SKEET to univa AWN OEURS S-X, WDDD SKEET 17 ENDCONNECTKM' ATTARS 7-12 & K. MOOD GREET 1B AR a l• NV WINDOW El AQV & ONLY ARM SMaER ELEVATION sNEET 19 AREA 41 HV WINDOW Rl Apr Cl) ONI V OSFi1L1AnoN DETNLS. UETAL STUD W/4Ls SKEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. Amer)Gan Shutter Systems ASOaClatlan, Inc. 4268 Y.'.7"dS Drive West Potm Beech, FL 33407 NO 107 UNDER US PATENT "®-5458179 OF USE OF BIPIU4;�—ON SHEET 19 ©HV AFLOOR TRACK QUALIFIED FOR USE W/ FIY 1.8TY roBY � .a6Y 6>6 1.8Z6' 11 HV CEILING HEADF fWO FOR USE W/ W DUOS 1 ONLY, SEE SECTIONS FOR VAVD . NO -TB ALLOY MD TEMPER W/ HV B (3jHV DNIVERSAL FLOATER OlkuF1E0 FOR USE W/ HV DUDE( 6POYTS AILOT AND TNPEP � VAWl9 IW 9` 6 (1' HV HEAWD/ER/SLIµLpLO gUALiR 6 633--T65AIEAOY w. TE P((j-'ONL AND N ALUMINUM ANGLES OUAURED MA. USE W/ W 60639L6PDE]E I. ANKDYTE", O4 OUAURED FOR US�E W NV B2AOEC1) .� 6063-T6 ACLOY ARR6D TE4PER_ �8 HV WALK —OVER TRACK DUA Nw FOR USE W/ HV 60e3-76. Ep1Di TNPER 40 W 00 A D it TT © Y 6' NAc IJB• 1/0 9' Nk%: bdpY 61%• yg ZS' >' bAL 0,180' �0.110' ® 1' 3' NAIL 0.159' O.ISP 91•' z F. 1 1:9Z0 �9 HV TRENCH TRA OUAUFIEO FOR USE W HV GLADE(I)ONLY. TEUM USE W/ AND TEUPER @ HV RAIN . IARD OUAURED FOR UjE W/ W 6063-76 ALLOE 1 TENPny 11!a V, ex��-•Z T.- W01T Xaca, wa 020i/ fwSfExN 4EE/.L SUPPcr, wc. B A ccordion Shutter S stem Y `• V f vaEHsy. IL ECOITEQ. A. A S S A L— • TWIT . . American Shutter Systems m8. ADE I W/ ER W/0 H.V. YdtOON HAm i ascamlx wx ow•xl a % aIA �.� O •. r ., TCSEINQ. k� ENGINEERING COMPANY aN xw BHA. 86 p°.lpywah c4mpq OMM yi Y= ABBOCIQRDnI OtD 13-OBS 1 WID OT/ZT/1> w-17—tO7 4266 lV6sGQado Orive West Pbim Beath, FL ]3407DRAVANO No ,,.,..-. FOR USE W/ NV I 6DO-T6 ALLOY AND 7T � PVN R Iman niw*mY� © LOCKER FOR "T" LOCK CENTER,,lit OUAUFlED FOR USE W/ HV-MADE IOONLY 600-16 ALLOY AND TEMPER OM1T• NO CEMERMAU W/ N ��1,1AG ROD oUAL61ED USE HV BIDE 1 & t'."1 600-16 ALLOY AND 1p4PER LOCKING ROD© OL IFTED FOR USE W/ NY DIADEQ W63-TS ALLOY AND TEMPER DUAUFlEa FOR USE W/ HY BLADE f ONLY 60.-T6 ALIOT ANO TEMPER M Slat_ 1 — i >� HD NT RMAT ' OUAUFlEO FOR USE W/ NV tlgl l h 6066-T6 ALLOY y IIIePER .1/Y 1/4b O AI I 04 FRI S S.S. THUMBSCREWS DUAUREn FOR USE Y!/ HV S ADE {J w� aHV KGRIMS LOCK OVN.IflED�OR. y E W/ W BLADE 1 h Qy ONLY. 360' AifFR RWLTyY BErORf !UYETW6 I Z400-20 RIVNUT* WN-T3.Autrtj wwE.nArwE-1KN ma As .ArvcnaPn IPANKL Ixr, wa +wca 6ro6. w. eoiti FOUSE W/ Hit X ONIY. KEY QAW v i .125' Yw. T,NVHIUgp CP LYLR+66R HD LOCK B( MWT NMlKV MORTISE LOCKS. SERIES 2M NOOK DaT tOOK. QUALREO FOR USE W/ NV BLADE( k aHV KGRIMS LOCK OVN.IflED�OR. y E W/ W BLADE 1 h Qy ONLY. 360' AifFR RWLTyY BErORf !UYETW6 I Z400-20 RIVNUT* WN-T3.Autrtj wwE.nArwE-1KN ma As .ArvcnaPn IPANKL Ixr, wa +wca 6ro6. w. eoiti FOUSE W/ Hit X ONIY. KEY QAW v i .125' Yw. T,NVHIUgp CP LYLR+66R HD LOCK B( MWT NMlKV MORTISE LOCKS. SERIES 2M NOOK DaT tOOK. QUALREO FOR USE W/ NV BLADE( k i F';111111� I LV .�YTi-rsN cReq R.TYaD. p6.. _.,.._ mO01T FASIERN METAL SUPPLY, iflG. A S S A —r�Wn, 1 LT— EI� O N- Accordion Shutter System RV. EEADE. #1 W/ Ot W/O RV. WNOON BADE Amariec0 Shutter Systems a m pn. 1 66.m+r: LL ,Q y i T1'.t TILUT'TESTINO & ENGINEERING COMPANY S,Tt TAjE-0F +eK x> n, w. m-Hea., u M Yem, 33I AssxIOROn. Inc. y —'�i A F n6sler,-sia . rm . ryy�Ty_luy 4268 WestrOCEs Driw ap tS-OBS 1/ZlI, w2 07/17 q fS �`ZORiOA,.: �a4yP,-0. - �_ avn West P61m Beech, FL 33407 a- DRAWNG No . S/nnAAE�aatt FF ,,, rtAtTel.nur�,.P.e. . 17-107 P.E.. SEACISftS6PUPWATF livAmA / A,t6r • _..__ SHUTTER ASSEMBLY SCHEDULE FOR FiV M HV Q1A Ql HV BLADE 1 HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER. HV WHEEL CARRIAGE ANSI 302-303 SERIES e.970k3/16" THICK NYLON WHEEL. 0.186'm AISI J02 SEWER S.S. RIMS ® HY 1 3/4T ACCORDION PIN W/ d6 HEW x' ® HV 2 3/s' ACCORDION PIN W/ 88-HEAD x 1Q9 POLYCARSONATE IMPACT RESISTANT HV WINDOW 1 �'' ��' .. i.1 qdl q _1 a• (1) HV PIN 0 SHALL ALWAYS. HE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR HV (TA) BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV 1D BLADE WHEN CORRESPONDING TO INSTALLATION 'Il", SHEET 7. (3) NV PIN ® OR ig W/ 1/2" D.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET ]TI_ ]R.. e]el] 71ITCA, M. TILUT TESTING 9 ENOINEERING COMPANY a:+5 ,aR R!h 3k Eb. M]. w9FW 4V6GaryWM ]]'. Rmm t (S]'J)a]I-IS]p: fr t LmM]I-ISaI e-m k. C14cAadeom r8-0AY119 N4RR A ialR 3. P.L GpMI. uc. / Nlbl RIOR R.]18i ,0898' - C695 .Bib - (SEE NOTE "F' ON SHEET POLYCARSONATE SOURCESFOR as xwcu,aswm aYuav �i� e.omu o arbreV ]°]pF xP+n xm as19 o]u mu e/A' am at •• tU aY MIe Se9A2n M un n]a Mr M1M1l axa p,t nmAra eacwuuraN nseo r+a u.ucr..i na�en uaaiN Se[b a�m�i mw uc.av9..1. auAm M1u ,N:PsO ua9 aL'ts.� ,an nr xm, PSNS r rl-e/a am a n rr.y. u5 a v.. PA+r m n,aPe now oam a-, aua vv u^u'u mu oaa 1c0r am y b.9AtSbi' un a,55 NYJC :N+N.ix urolWl I.TY ab lVa PN LAN M1,.S iGQ11 SARIS WP3. a4aMM1p M1Y Na Nal 64 rN Ml A.S.S.A. Amerlean Shutter Systems Assoolotlon, Inc. 4268- Westro ds Drive West Palm Beoch. FL 33407 OR we No I t ►II I I h �! v � 1 IOIfI O' O. O fl' O• O' O• O' O' O• O• O O• fl' p• fl. i TYPICAL Cti HV BLADE SHUTTER ELEVATION N.T.S: AtY Top D 10 ATOP kL NNouUM SHUrIER 3AT 5.sr �My W E Alit OF 1/4b-2W/4 D$ RNWUFAS SHOWN C LOCKS. AT 1/3 OF B. tlANOQoFrf CONI USED AT 1/2 OF 5 TO W, McMRB OIIISIDE LOCH, AnA u.s. Lw,.AnDH DF L OR � TOP AND BO NOTES ON CE TCORNER1 SmONO ALTERNERMATE 4T, . — — — NEHV LOON P�f a STALL BEUSED Ai 1/2.OF SHUTTER SPAN FOR ANY SPAY OF SNt1rTER SPAN FOR SPANS UP TD 1d5", ANO FOR INST TONB TAN( AUY' 8E USED, AS ANINSIDE OW OUfEBSE LOCH; ATTACHED TO OR x 1%2• LONG FT.1T NEW SS. N.9. LOCATION OF LOCK SHLLL BE AS WW )R GRFOR SECURITY PURPOSES, UP TO iW0 HY USED AS AN INSIDE OR OUT9AE LOCK. CONNECTION OF lOCK3 TO CENIERUAIQ SH1mER ELEVATION. xxerr 1D @Y M 07 CENiFRMAT6 SILLLL BE MADE W/ 1/40e-204/40 ALUM: HK, SNEEf & ON LIK:IE SWL BE.1%ED AT 112 OF SHMTRR SPAN OR IUO W. ONE IN LOCK �{ Pr.PA or I SHAH. BE FOR ANY SPAN ON TY ABOYL OR BELOW 0 OF HESHIATORUSED SPAN FBI SPARS UP AT ANY ELMEaNN. C LOCK TE w /a ar 1/ MAY � 1/2' O AN Ar H OR Of NOICAED ON MCALiNHU W/ (2) rON, O x F L LDNc FRAY nFAO-O.s. iEET INDK.LTEO ON IYPICPI SHUTTER E/EVATWN: USE OF LOCKING RODS 0 W/_1y� PLETELY MANMTORv MY MD c� A: I•' ( ( :-ONE ALTERNATE HO LEI"o MA USE, W LRV W IN LOatB 1i OR FOR AHI $PAN AND 445rN.lATbNS AT ANY ELEVARON. kmalATE NO LOOK MAY BE USED AS AN "OE OR OF No LOCK ATTACHNEIR ND W�ar TO IS W/ D is a J/O' FA S.S.NS. AND INCWaR REINFORCEMENT INSERT AS S,KTRN' ON SECTIONS HDR-ANDNIR:, SHEET 10. LOCK NAY 8E INSTAl1ED AT WWM OR 12' "onou BELON 0 ABM UN*F N. USE OF LOCKING RODS 4 5 COMFLEFO Y OPtIOWV.: ownl rTEa WO 1 L�C O o. PA .14) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads 0r;ve West Palm Beach, FL 33407 AN7NC No 17-10 E. f LONGi0E.ANCHOS (SEE 511NlRE M sxtET f } / 12 i CONCBE)E ANCN]N5 ;BNGETE .. (SEE. 3aVEWfE ON SNEEE 13) iEiE BLOCK UtF°B (9) HV WALL SILL INSTALLATION F I to MEu 6cs.* •``� 'r f __F_ 1£0 4ACKfNE/�5tF1 a IP'd.G W. Ilir i YIII OR �S L W ♦ FOR re%r `+"MIEN E. O.. E Cwlt S ECRONS CAN as mom• (SEE ssa;xNxnNs'ON sNM 13) © HV WALL SILL INSTALLATION ♦ SEE WATSNS 0/ IIiEFOR Ruor 1(�r ON ww 9 OhY-MLL SILL INSTA ATION INSTALLATION DETAILS W/ M NV BLADE 0"17 TOaR Iv'.. ECO, T4tt TESTING A ENOWEERINCOMPANY av Ew: Ial..,oaasw� W-manly %NJER A Alf J,. ROB04'lk t 44167 A S SAAc American Shutter Systems , Inc. 4268 WestroaoAs Ory West P.I. Beach, EL 33407 WN C.i UUl&/P2iYA LeAmY,, O1,s1P7- EH -o®w] on Shutter System Nv: az E#1 W ax w/o Hv. vww ne.L - �r r C „tt „oanK,s 1„ 1 C117lIT — :,�kAtEN,il Pr GEei /CICt1eA roE/ileTC GRgN9NC No 1 a SEE END WALL 10 & T8 s¢NDRSwIM3W Pox®.mwaa®..® 0 Q r INSTALLATIONS W;/ a Hy #«, D nxaMEa ®�! oUT IN E�3Dw� BLADE W HV CEN E TES. ePWMES , n„Da rxmlao cuss SEE END WAILS ON SHFETSto NNECTION ]".Y/1/6•q'-3 ' O•®p �.®q�.® fww-I /'. uw. ' .@-@ T' I 6 VY T. (/)/ILw 1/I �SN.S. D1 i `I�x31• i $.V.$, e IY C... RM I ]W/ NV L C W/ [ K M d P/ 4044 (MN X6tL tmn I de "uNcal. Hv Eof iaE3C.nE 5 ®" *' S IN * DNs¢ErII I —.—'— C) �{ VA VB �® OU O HVC ^.11 ' -Poi�a �IEiD+{-.6.e IN] e7�� CMS E-oB— nxiDCEI( EWontal - fit -r- w®-® _ w/ Hy LOCK �L"el' oP,aNu ® <sZE SCnclwtF 5. M SCMEDLIE IN pLr_ / ON SNEtT I1) iINIFNON) _.—..—.__..._..-- -•� •- --- �f I 3 VNi ES 3 .1 RV {' OUT 6 1/2• M. 54P[ LEJ��(� OUT . tEKrERroa). .� HVF** . I T v (.e+; FLOR AM1111LaNG CODE Non High VelocityHurricane Zone S ,.' "'V�IY ••.. y Tj 0=7 XTE03, eL ®TDIT fAY M YElI13UP0.Y. 4YC. J S4e+,t9 BERTHATu �,- A S S A Accordion Shutter System ■ ■ ■ ■ ttv. MADE q1 W/ ON W/o KV.. VjNEDw BIAX TILUT TESTING & ENGINEERING COMPANY AmericanShaMer Systems' ,C V•, ,. ,33 uss xe. 5�„r;K u...m; ,ucarA aNwRtl,nMa >si Association. Inc. 1 MIL I6-C85 /I7/1 !SHE 01/27/17 _ P�cu :. neslen-Ism, rm: Im An-131i 3268 Westreads Drive 2 SJONALEGO, d1j13 �remmoe"nu West PDIm Beech, FL 33407 3 ING Na 7-107 R� U / 441" ' P.E. SENL%SIGNANRE/DALE a ET d' 8 OP 0 - :. _ tom. . ` . ,o c► . - - SM OM CONNECTION nEw lr i4 �5 � e III •F• r O O O ?�F ' �m •F � •E •E IE �E a] � vsnorz a rw w laca(� , r uxM, ev sratr a f saxs clu r�w+iw pvi+m wa7 wax nsrtt hw ven w�sm, r.m a aazo. uuacawan er awn omm o[ei oN6cPae. fax fiun roa,aa aavi s 0 HV "T" LOCK 0-20 x 1 1/Y 7/8"o-x 3/32" I R hYGk IN [[emn mttm, wc. L PLOT TESTING 8- ENGUIEERING COMPANY A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslr ds Drive West Palm 8aach, FL 33407 NPD—HVC $YMMETRICAI HD�[NT RMAT � W�� L06K (INTEPIDRI wC No 107 (ft.). FOR INSTALLATIONS VFf�T �_. MA%WUM SHUTTER SPANS Y+' OR L-' (ft) FOR LONE H, . , ©&0® of or W/ ONE H,V. LOOK ®or or or INSTALLATIONS Wf ./ NO LOCK (9 W/ NO LOCKING ROOS� w ONE NV LOCK or or CEMERMAB 28@ 29 W/ ONE W/ NO L O.RLS ! fl'T' L0 30 W/TWO LO it NO (SEE NOTES t, tt) RODS 35 TOP & BOTf0A1 EE M1wM �e adTAMAR01d.0 CDYCRtT[ & W>%0 WNL YOIR111NG rLOpQ/GElUNoI wu uwviNG . IA G -) nAF' %fUJNG 110141PYii MAMMUM SHUTTER SPAN* Y+' R Y--' (ft.) INSTALLATIONS. W & W/ ONE HV LOCKS OR Wf NO LOOKING ODS to FOR NPJ J4o(@ S iE 7) CONCRETE wswunaxs rlaaR/m wvrzwc (4 AU) OR OA Lt 30 ie'-O' 40� IP-0 15'-2- AS 14-3• Ea 12'-r 55 +1'-1' +C-W Ea 10'-2' 70'-TP TO B•.-0' 0-4• S BI NSTAILATl_ ON I CEN11EN CONCRETE & w00D MPI Ily WALL A R, C, D. E, M, N. 0. P. Q. 'MOUNTING P. K& &. L R. S, & V. FLOOR/cMING G, H, I, Ii.. &N 0 NAYIMUN SNUaER SPAN Y+- OR Y-- FOR wSTULARMS INTO WOGO SHALL BE WITEO TO 105 pat. ASO. OESWN: PRESSURE RATwO. t HV COOnA CENTERwSE 13 NAY BE USED AT ALL MWNONG aMAMA s. LOCIGH9 SPECa Whls SNML BE AS OTCATED ON NANMATORY CONaTIw! /2 NOTE is. EHEET 5. tt EM2PT MAT NAKNaM wMan SPAN Y+- OR % ' AND WUNB.L ASA. DEBI PRESSLAE ROM MR RMALIATIOtd WO CDNaiElE CR CONERPE BLOCK SURE 8E ULEfFO AS FDtL2)K I- CONNECTIONS TO KEYSTONE MOUNTING UkNEO TO +64,-72 W. AND 8'-0' SPAN, $EE YQUNTIBG QON SNEET T. 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VAN FOR FLAOR/CErtINy MOUNTING 015fALLATIGNS FINAL MMOMUM AUOWNAE SPNI IB EQUAL To ME MLNIUw BETWEEN %Wl Ya+: YI-' ANO Ya-' TO f/SIFRN METAL SVPPLY. " A S S A 'IA Accordion Shutter S stec ■ ■ ■ ■ KY.. ■AOE RT W/ OR W/O N.Y. WN00H BADE American Shu" r Systems= �, „• asfORAU NAssoolatlonl Inc. + aID Is-m n T7 27 42G8 Westm ds 06. G No West Palm Beach, FL 33i07 a 17-107 vo �®®®[SRO!^��:! tiC!®m MC1®®OGf�[JI�®��0p��Q aGiACfnl'I!1 aaa>uG41®6I0OC.11:7�IC u f0® tt1p71��LE9TyI1L pC' viJlO®�1I[FlY�OIO a �QUMCMIgg®®im��pp®®O�p �®QJIil11l7Ai9G p®ymmpOCCd�gC� pp�Eqq �O ®®iL7[yO�vEA NOR WINE M153111 Ii!;ri7Ffl5II®® UMMUNE L11FEMM p lli I7laq®L Q®C Sam ®M Emu �e M VANCEDHNOLOGYID-SET • SEE ANCHOR SPECInCATIONS ON SHEET 15 ♦SLE LiMRAMiNS. OF USE FOR BLADE IA O1 SHEET 19 I900oiCY/9�E�i�®g�0 , ! • 1 1i ®Ci [yOL��10 ! • ! ���o��r�'i' c9i' !�i I�il�iil� - - - RaRios amtaiNc CO f�1= NAQ '1 ✓� Z % W p -�l� !,± P :n3alT Rica. WG IL ECOEE+I:" TILLIT TESTING &:E17GDJEERMG COMPANYic. nxs uv :uw n. sr.. aoJ. vnaru a++o'+a rt4nw x� ve�e (ws)an-fsw re„-txvygil-fmi +-aak�pl+a0eaxm AS■S.A. AmortCOn Shui}ci Systems AssoctoNon. Inc. 4288 Wastroods Dfiva West Pala1 Beach, FL 33407 „V. 1 x a No 6'-V 9•-0* 1t�c �C N SILL MOUNTING �vOG IS•eSWLve ies 4w I. ANCHORS TO SURSTRAM SHALL. BE AS 1TALOWS N^"ONES ro•"�N JIMENIO AEAAwE. MRAMMRW TELNNmAZr ANCHM. As. NwaaAcruRm 9Y a -a mtmx.. 26,� rc ..3 wn t/41Ii, 3/4•'I1t.PdNR,S¢Lffi-SET ME1EM, 'McoN 09 ASW NL."M EMEW. BUT kSPECIALTY ¢ONPAtM. (—N r.. 3 .0 1/4'e OEDE TA CONCRETE ANCNGRS W/ CAR AS UAMNERREO IN KOWA'PA¢IFNFA9 DIRECT. ENL' (AN. I% a P W TMCON,WIN ACvANUD 1/A•P laft AiKAWflS AS NNNRACTURED BT M,,f, FASIET."E, WC., AND Dt5TRUM W ALL PowTS SCREW. Is"T & SPCC4tTY f¢uPANY OP.AN1' MRFMFORM tEpi!#StBGY OMER APPRO+m UCENSEO.gR NRHCWTEO ttNDOR REC6TERE0 WITH 1NF IME2CAN Aw11ER SYstnAs ARQCnIlDN. PEG twn. ra w 3. t[() ALL PCPNIS SOUO-5ET [Y.UE IM W CAP WIN. 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'TILUT TESTING h ENCINEEfNNG COMPANY A l DRN AOJANOEATECNNStLOGY SOLID -SET TIPER+ x SEE ANCHOR SPECITCATIONS ON SKET 13 O YADO ONLY POR U? TO +70, -7S PSP AS'A DESIGN PRESSURE RATING .# P0R SPANS. PER SCHEDULE #3, SWEET 1T'.• 9T HV BLADE ONLY A.S.S.A. Amertoon,Shutter Systems Assoclattorn Inc. 4288 Wesboeec Drive West POIm BOCCh, FL 33407 t GSiLRN YEW. SUPPLY, im IE H Tv `dion Shutter Systl W/ OR W/0 KV. WINDOW BUA Peox 'art -G55 t 1 arc,. OTlgt� DRAWING No 17-10 MAXIMUM A.S.D. OE5121 PRESSURE RATING ( f 1 ANO CORRESPOh^I1Nr � >7� rNEN MAV NUTTER SPAN_. NFCATNE AS.O. DESIGN PRF4S IRP RATNn pND A nRRE�POp!D;I�IG A!OIJITIND TYPE. tscc ua3lnnRcs oN sxns 19. a i)y: 5S t_J FEB T- F@ AT SOUTHERN PINE No.. 2 N'/ MIN, 0.0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR, SOUTH I/PLYWOOD X 1 w 3 W SPRUCE PIN 5P I NE :Lv>,ul DOUGL S FIR W/ MIN. G-OM W/ MIR G=0.43 W/ MIN. C=0.38 NM. q w53. FIR NORn! 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A4 TUBE soss-fie tg wJ A^� t or Q or V s)sl+s'W tAc-atlRPS TO I LOCAT CWRU4 AAT wWORI OF CASn M anon MENEM) NO, NONAW. .4GCENT /(2` r II w 9ENENLt1iG/ OF IxRFMEQ 'N+EA uAUO ME wsrA tams URN 74d w si4V1Yry t Aox. A.50, OES!CN LOIA AG O-W NRm $PAµ rigs 4iL 4�meR wsr"tm 6 CNLY vo O, I wWteON MR %WO LJ WN SF4CW0 5m �R yW ( O.NCSwY ctyvav or O.EO AE wU M OR SOUME NN PINE 1 OR V^ OR.EQvu- U HV CEI "� ON I �( to t(sLc WOUXE ) tl I A EInSRip � PECK RURI RO ll _ (NO F"S" ALLaWEo) _ mcc a a � — r lAPCCN OR TAPCON'WRH ACYANCE6 wf t tJa• YA. Wx IR4lWN OMCCMREAJED TO EXISIw4_Wp00 xVRDi.. (5[E O2Ni.14TEC0. wG -- ®YQ+J. EA.Mit METAL SUPpI.4.INQ. `, e�M+.► A■ �'J■a7.A■ Accordion Shutter System �.^a 'tk. Shutter Syeteme HV. 9AYE.yt W( CR Wfa NV WAUON BILE w. n r.. E Le . t)F'Amerfean nwr TESTING ENGINEERING COMPANY axr u.W xx. ra. M., ay rpuRw uMg. iwuPA:ul IDQ•. + OLD t4-QtlS ?iJllt OF MtG e)J2? tJ + s (.tos}an-iwR , t 9 : pop)e>e-i?ar •-rr oucarro ' 268 WeMlaad t POI Yte eaCh,s Drive West Pofm 8avch, Fl.. JSN77 cAi S/iiAf�t E0 2 n. YRAW7— .,"tt ' WATER A IA{rt 1/�iD/ 07 P.E. SEAL GNATURE/DATE Mo" u= f inter o- SHEET •END CONNEMbl DETAIL(°b 01) INSTALLATIONS M HV BLADE WINDOW RIACE INTO 2"x4" M1% WOOD STUDS MOIi t4RC6. RAC: ` =EC TILUT TESTM4 & ENOMEERINO COMP"V fiat a: P.4 Uu { ffle> M;�ac�"`gPo An,4.;mSl,A. American Shutter Systems Associatton, Ind. 4266 Weatt"do e4ve West Palm ReCO. FL 33467 END CDNffECnQN DETAIL, f � �i�+'D pEi 4N mMY G4YW fiW11T-p' •'.SEE US4iATiQ[tSaP USE FOB &AQC'�x ON 5nEEf TB NV. MADE,pi W/ OR W/O RV. M No iM. R. ENp WY; eT.tHOW(5 g1N0O6� ABL,ffi �i 4 r- SEL ENO WNVEL41W1 O[TAM1s ON sHEET4 10 R fD M. fiRl HCS.Ni.' yy Y H, Eqnlff�la N M (N M� (91 AM Mi � 91 A9 9 9 6 AQ H- DsiTnGaAss-� ELEVATION --------- L._______._ s p 1 �xuA>Q•kfi LZIMI] W smvewm TO Gas rm Lx T115-.&� fG5 r IL ECOme. 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American Shutter Systems, Aessctafion, Inc. 4268 W.Or.oas Dri 6 West P41m bench, FL 34407 0 VOSTWG Q CONDITIONS OF E1 BERTHA T W B Anc A�rnRDiON SHUMML7 ;ZS'I'cA( INSTALLATION TO META AID WAILS T. MAK. AS.D, DESIGN PRESSURE RATING: +75, - 75 (Pa1) 2. MAK. SHLITTER,SPAN: 84` 3. ALOOWED MOUNTING: MS ON INS SHEET. 4. ONLY ENTERMATE 2t W/ 24 RV LOCK ARE ALLOWED WITR 21 ARRANGED A METRIQAL. LAYOUT. USE 0 (2) (b' LONG, MINIMUM) MUST ALWAYS Be INCLUDED AT fOR OR INTERIOR ACCESS SIDE OF' CENTERMATE.; .RMHICJ � -j 2.om'N,w.r if4"0 NOMINAL ALtlMINUM BOW-T5 ALLOT SEPARATION TO. CLASS S SCHEDULE soaa• Nvw 43e�LENaDj + t' 0-2 MUST PENETRATE IN) I. t.ns'-I A zsP' I--ro-.ow• o 1/4'a-20 THREADS 43 i /4"0 CO ON<*R LCTION PRODUCTS EAB—LOK ND COMPONENTS SCYE: 3/r. i' WIND ZONE MINIMUM Ill! A9TM E-1998 SF GL7SS T THRU 3 1^ 4 4' ** BLADE SLACK DETAIL HW IS ALSO VALID FOR 12 CENTERMATE( APPLICATION WITH BLADE 1@ 4,Ta NALL HAD aI I INSTALLATION- .-E WG fiNRH A3 N'PL t�(MT {tQ�R�&19pRAON1� 3/2' um sect( AT '--dVIEW Y SIDE CONNECTION TO TRACK ' r mra nr[m: xc. CONA TRW TRW TESTING-$ ENGINEERING COMPANY �M a�. aax m, aN Boa va4 casm+o; r�Psc >++" cnw„ (TzkW,-,no. Pc.. (ansjmf.rs}+ a-mm:.6tmxaamsw. rEap}o}}IP. W o:nA NWf 1e. P.E. IiMAA W: i MtaT S S A� ATsfjOCn Shutter Systems Association, Inc. 4268 Wastroods Drive Nhst Poirn Beach, Ft 3i407 E'iAoSiEnrn. sucePrLT. SuEhrAui tt Ac®ctoarnd stem_ System HY, MADE Q1 W/ W W/0 NV. WNDOw BADE i[y, o[ummoN o}rt awxrsr r.tt I m.o u-cm rro>ti wrc aTfzT/n { .III �QprQT;;r ;d, `y��/j��.A��{. g� J, P. 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BUILDOUT TUBE saes.muwmmvAum SU1H vr• r OF TRAPPEDANGLE 1;,/ 4xe MULLION G1 4xS MULLION 6M}mPWwaIANALLOr EWt-mPlLLMtwMAll°Y dAl•1641NexJNHt°f gVLQfa.l' SH.tE..3.1' SCAtE.3P•r COMPONENTS ''M 6ESM' A 7 pESNI'C T IW^3NfMtO)kltlanRF1DA1R1f R4 H AunniwxAu°T Stw�+a•r ©BASE SLAT DEfu�B masm+uiuixuusuor acu5. vr•+• ---aMY� .Imp J Et BUIL"UTTUBE ESSsmuuwrwu+uoY seuE.+a•r G 4xTMl1LL�+^;� P,.Tj( No. 44167 :sm• x5'=t ox+m to we Sxo OPTION 021WWAWM INIYJ ICN sMr w xw ACETAL BUSHINO r.. NSBYo°PfNMSx+ANDm EpfiM:Upb�f IENyEIYYAAV3AIW TEHVESIIlE4ATY£LPAf55 W il£AYYLIYDUlf365)� PSYINIIIO1tD[MICI:ESAtF! ©RETAINING SYSTEM: SCREW+BUSHING snaem.+' SLN• E3 BUILD-OUTTUBE marmuu'xrwvuwr cure+>.r 91MEA © IWO.3101TWISUILDEKTEKSOREW crnermsEEEI. �. wEe+a•r it J QI 5/15'B BW1BUIl0EX TAPCON %LANpiOR LW°°II SIEEt i O STORM BAR (D318'G HILT], INC- KWOCBDL73ANCHOR EaS+muuwwlr WLf +m.r SON&IT1EE1. SUUI.C+r•r G3°17 Nautilus Sallingsb. h Zpfom I L E1 0-omoc. I EXPERT SHUTTER SERVICES INC. 'M S.W. exnwxE mI nxo a memeonew e°xaAxr . n. r.. xs xrza uaxsn v�u .M M 17-244 W. K W. 2 V. SIOE/END CAP HOUSING (BACK & TOP) .040 THICK HOUSING (FRONT & BOTTOM) .040 THICK SPRING BRACKET SPRINGASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK &TOP) FASTENERS SIDE RAIL (MAIN SECTION) FASTENERS HOUSING (FRONT & BOTTOM) FASTENERS END. RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR - PLASTIC OR ZAMAC CASING UNIVERSAL WITH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING & Y/7 CAP ELF i (Typ. Ea. END) STO Y/7 (SE Ma'. SLAT SPA! SdNWtF3 GN WINDS 15 & TYPICAL SINGLE UNIT ELEVATION W/O STORM EARS *. " NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: It �!}SFL: SHUTTER HOGHT EOUAL OR LESS THAN I V-0' APPLIO BLE TO INSTALUWONS W/o STORM BARS. W/ STORM BARS OR W/ STORM EMIRS & MULLIONS W/ HEIGHTS UP To n -o {a) CURTAN SNta START W/ B1 SLATS AT TOP, FCLLOWED 8Y 02, 03...... THEREAFTER. ALl THE WAY DOPRI, VON SLM 8 S W L C04SV OF MIN. FNE (5) SUTS OF THAT SLIT NUMBER. PROCEDURE FOR ADDNG SU15 DOWNWARD BELOW Al SUIT SHALL BE CONDNUEO UNIX. TOTA. SHUTTER HEIGHT IS COMPLELEO. ODUN OF FINAL SUT NUMBER INSTALLED BEFORE 8070M St MAY VARY WRH SHUTtMS HCGMI. (B) 80170M SUT BQMUSi BE ALWAYS INSTALLED. �W CASE 2: SHUTTER HEIGHT IARGER R4.N 11'-0' APPUCABLE 10 INSTA NONS W/O STORM BARS MD W/ OR W/O UNllONS W/ MEIGMTS LARGER IMAN IV-O'. (o) CURTAN SWUL START W/ 01 SOTS AT TOP. FOLLOWED BY J2, }3...... THEREAFTER, ALL THE WAY DO'NN, EACH SLAT d SML CONSIST OF LAIN. FlVE (5) BUFFS OF LHAT SUT NUMBER. PROCEDURE FOR AD01N0 SLATS DOWNWARD EELOW #1 SUIT SHALL BE CONNHUED UI 010 SUT IS INSTALLED. AFTER T10 SUT IS INSTALLS). MOIPONML R10 SLITS MUST BE USE) TO COMPLETE THE TOTAL SHUTTER HEGNT, (0) BOTTOM S V BQMUST BE ALWAYS INSTALLED. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIM BUILDING CODE P ENO) TEND CAP_ N a o� F z-- C a (TYC u i Wx. NUUM SPAM (SEE SCRUNME ON 24, 25 A 26) W 1/10 OR W 2/11 OR (G)or QU or J : (G) T A,<�rt fl 171J AII II ii Emsif I 1 11 II 11 i It 11 I1 i1 I. 1t 1 1 11 II I ii ii 1 i t i R 8 — Of - R'/ R B t Or �� R/8 or R/9 R/8 or R/ I r �V ax. MSLAT SPAN A w 0 aRw 2/i i OR W 3f12W + Max. SLAT SPANMax. SLAT SPAN 1 UTS ATS PLACS 13 WS 4�TS SLATS J suns Is Ts n (Typ. Ea. END) TUTS (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON 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. N.T.S. PROCEDURE FOR SLAT INcTALATION GIVEN A cNUTTER HEIGHT: • CASE 1: SHUTTER HOW EOUAL OR LESS THAN 11'-0-. APPLICABLE TO iNSTALUT+ON6 W/O STORM GARS, W( STORM BIRs OR WJ STORM BARs & MULLIONS Wj HEtrHTs UP TO 11'-0-. a) CUKAIR SHALL START DOWTt, EACH SIATB SHALLBt SLATS U T CONSST OF FRIE �LT2. �FT S ATS OF THATE SLAT NUMBER, PROCEDURE FOR AGONO SLATS DOWNWARD BELOW Bt SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HOW 15 COMPLETED. OVANTNY OF FINAL SLAT NUMBER 9151ALLE1) SEFORc BOTTOM SI VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLItTOB MUST BE ALWAYS NSTALLEO. •• EAR: SHUTTER HEIGHT URGER THAN IV-O' APPLICABLE TO INSTALLATION W/O STORM BAR AND W( MULLIONS W/ HEIGHTS LARGER THANCURTAIN S,M, (a) ,,MN EACH SLAT i S / #1 SLATS AT TOP, CONSIST OF FM (5 5 ATS OF BY THATISLAT NUMBER. PROCEDURETHE FORWAY ADDING SLATS DON NWARO ULM FL SLIT SHALL BE CONTINUE UNTIL 110 SLAT IS INSTILLED. AFTER #10 SLIT IS INSTILLED. AOORIONAL B10 SLATS MUST BE USED. TO COMPLETE THE TOTAL SHUTTER HUGHT. (b) BOTTOM SLATQMUET SE ALWAYS INSTALLED. G or Q or ©- MM. RONI WN $HIM i (FEE uxEOLaE ox sxED u) END CAP i! 0/8 4 R/8 or j' R'/8 MAX, STORV BAR SPACING—+ (SEE SHEET 22) Ar 8� 0 B fv8 or + f .`r�1;.... III- ,r I", j� W 1/1aR W—/11 OR � Lma W3 12OR W 4413Vx. SLAT SPAN Mox. SLAT SPAN Man SLAT SP/f1 (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 0 OR W-2/11 OR 2 OR W-4/13 or@or® V/e KO ; pRiAR 2� BOX SLATS //O SLA S SLITS 5 Ts a1.3 SLITS is SU To �ENO) 5�5� !--y ssIG,ATs GMT VTC0 R!G WxH bb Nautilus Ro7Rng5AMHar: L� 2.,,J L E C O ENE. wrz EXPER;SS,,,HUTTER SERVICES INC. lHG a ENclxcnwc 40WA. o. na wowx�ppx}, rnx 17-244m >m ,.,n . ,n:ImRt,-t1A1 T. WaC tt.. xae.1- 4: 4T,waaol xpp;�''n�iTRiu'ei ft S Mpo POUREO r 5/1 G'e TAPCONS XL W/ 2 L/A' Min, pv1'}Ij8' 1 5/16'v AaCON6 NL W/ CONCR EMBEDMENT & 1'OD:X0.660' Ckv. ALUTANMM Tt 2 1/4' tan. EMBEDMENT REp'O EE,Lf WASHER 0 2a' o.c.. & i'0.0.4006D' mv. % ! 5/W. TAPCONS XL W/- SEEL WASHER 0 24' o.c. /� l 2 1/4' Min. EMBEDMENT _ _ 0 24 v.c. ° 1 POURED CONCRM POURED CONCRETE -OR GROW MLLEO- OR GRW FILLED CONCRETE OLOCK COCRETE BLOCK WILL REOLRRW. WALL REOItlRED. 14 .4 O E%IBDNG R A O SEE ANCHOR SCNPAULES ON SHEETS 16. 12 & 18 Min SEPARATION TO CLASS (SEE SCNFO10.L3. oN 96ET 15) q � o rcW v �'u 2S12 3 SEE ANCHOR SCHEDULES ON � fEE615 16, 12 Mtn. SEPARATION TO CLASS (SEE SCHEDUM ON S Rw 15) i1 / G 1 is J s F q F E aMOR L o �+ ei +�s ' SEE MIOIOR ON SHEHEETS M 117 &.18 Min, SEPARATION TO CLASS (SEE SCHEOWFS. Ot191EET 15) O.0^ ° QOR Ci l%B 0%8 js �, � oja o/a ° O -L1 1/2'%1 1/2'10.G66'4CONT. ALUM. 5/18'a LA�CGilS %t W/= ANGLE W'/ 5/16'P TAPCDNS XL W/ 2 f /4' T X4S XL ? 2 1/4' Wn, CWKOMENT 0 24' O.C. Emomm 024'02. WALL MOUNTING BLOCK BUILDINGS SCALE 3/I6' • I' 1/4'0v3/4' DW BWLDEX TEX SCRELVS W1 1' 0.0, 0A60' GALVua2ED STEEL WASHER O 2C o.c. POURED CONCRETE 5/18'0 TM NS n w/- (fv3 ke )A'n.) REO'D.. 2 1/a' MIn EMBEpMEM 1 MOUNTING 0 24' o.c. BUIIDAUT MOUNTING EA G w000 fYISNP. w000 s/laro 3APEAHS u n/ s/Is•e TA m n N/ 1P�Ba °R °"O� DOMg � Pr21ER �2 I/2- Yo. PEIoiMMn 2 1/l Yry P MH tdN 111 ex 0✓ I °`S.DR; BINDIX 11111yb' OR \/RAroJ/R�Pw 61¢O[It s Iro.hASOUo•c2.' 0I'ao.o.oao' rxv_. 2.4-IA- / 2'an/e'� / p15}tW wOflJ QCPNO w4C0 I' O.O..DfWO' C4V.W!Zf0 1' O➢.NMO' aHVN_® 91lSSES OA RMIEA. SfEfL NA91FA O 2f ex r'ERyssFs OR PUIOt SRiL wA91FR O 2. ac IIUYMUn R9E SIE[L WASROR 0 20 O.e. /lllw0i11U NbE SfFFl NASROI O 2. me I a/16'0 }YK/IX.5 kL 5/16'0 II3C/ONE YL S t N/PENflWMn w/PGVETGPOw O N'os. OxP a<.. WOR 3'.s• CONL 2.6- [ON (]) I1f OR (3) 2•AP OR MOW 1210ER wOOD MEAOR 2'. COM. 2 W WNT REOIEREp REOYC.EO ROW NEAeRf , ROOD READER R[R OUREO t I } ONPID 1\ ME M W[E I M ME o rf M OPfAT,G I ME OZ. M OPpyR10 I @ R crsmm D o�n Ft m. - D O16TP•= moadl EIOOiW1 OBOBOR 0.u5 1 eelcNro). I I z (eEmlm} j A (BETDEm) 1 A qq ® M El (.» 3.R. 1 Y I (3) •S 1 sm.wrow S FIIBBOR sfPuuna+ 3'.a" Wrrt. se➢uunw c] Y.a• io OtA55 x•.a• WM. ro aUT4 N00o MD co:rt. RDoe (w MxxtE w A orooD $T1p ry¢ soma[ D� 1 : w 111. O.4 \ I m ro (h SRUO 0 IB' I W 0 is 0.4 yN 0.4 NAIL 1 5�6i 3) i aJ O{ y IJI.R. PfOUiRED 4tl1 si) wUt AMOREC BI@;N) 9 IREWIRED.SE£ swFEi •C INCHORS 3 SEPta�INi! 0 3 (fEE sxLEi 20) DEC'BNEET 10) 20) i sav vim 21 b Ir rosom m S 4 _ i _ w 4 i aaII N, C 0/8 ; 0/8 1 ' O/e 0/8 2} 2-W OR NC MS E BEE A.KNCRII Pv N i It eDW lI oN� 21 e0. Eaf CF j CN B x3 i D 0�c EJ_ $Ne O OD i ' CPFwn I I B D 6 j SEf ANCNUB 1 E0. I REWwEO. I (J 1/2•.1 1/x'N.CaT IBEL swE[i ,1 \ 211.O.oBY/.Wd. \4 ON S f�ET 21 ANC.E 20) V _ 4LY. AVOtE \� _ `\ s/Ifi-. *Aocc<Is u 0/8 i 0/8 s/w. toms u P /�TIELMMva w/ 2 1!Y PENMhON 0 B I 0/8 a 2r a,F N2Bw w 3A• a<. i IXatwwo wood 21R' OR ri • iP61 2'N' OR 2' . \ 1 1091 21R' OR 3• EWER 3' WNE. wW0 IX5TN0 W000 MT. WJW so RMO EIJSIMO NOW ME. I WE% OR BOiiW RAiE D]+nNG RL00 BOiIOw PUR OECR 0R B0Sf04 R/Sf CORiME SUE PWUiREp E WNCR[2 SUs REWREO CECIt w FLOORED jrONCRETE 51I9 REONREO B PCCNRED. (BCC SNEER TO) EOU!RED, (SEE MEE4 20) 8 MCC BIAD (SEE SNED 20) IRm..REO. (SS 5t4E1 30) WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING BUILD -OUT MOUNTING SECTIONSY-Y INSTALLATION DETAILS ON Ex IETNG._ WOOD BUILDINGS FLORIDA BUIIfI1NO CODE (Non HIOR Velocity Burrimna Zane) oron mlm .vc. Nautilus wA �Bl� IL E C O EN4. Ro11EngSAwtterl}nMm fa/]./ly 3 of _ E` �iwr rcmlNa a wewEEmwD ea11P.»r EXPERT SHUTTER SERVICES INC. �.: L' 1P n, w ss Lvma n v,u I6xa s.w. OCE F- 34984 1 %-2aa \ C1 i I+dPN-I W . fu amen-Ivl� P010 W. WCR. R N991 S�ONAI ENGj111 wkP« �° ;. oL »Ra lan a l e o P.E. SEn�/�wAlunE/ES OA�TE rtumR Et. / ..1a2 mal 7 v2a aR t%e= suP FLUSH MOUNT (WALL) EDVM ON 17 & 10) `H * 0 {' as. I/T. 1/4' D v e n.c. 1/2'. 1/v D 0 a' "0. — caINSw m1/a-SUP /�•'/' D SECTION W/ STORM BARS �,* tR ' SllP \\ TRAPPED MOUNT BUILD —OUT MOUNT SECTION P-P (PLAN BUILD —OUT MOUNT S y1a'.r SECTION 0'—O' (PLAN) ORIENTATION }1 WALL MOUNT END UWON SECTION 0-0 (PLAN) SECTION ORIENTATION ¢1 ORIENTATION #2 WALL MOUNT END MUWON WALL MOUNT END MULLION INTERIOR MUWDN TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G, G1, G2 FLUSH MOUNT (WALL) BUILD —OUT MOUNT LJ SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS s ! 111' . r 1/2' Min CO 3' 1/2` M'n ED'TFOR 3/8b fJdl(-N /NCHORS (4) 3/8•0 CALK -IN ANCHORS OR S Wit. EO L—J• M'n EO—+-FOR 1/4'e SOUD-SEf ANCHORS (4) 1/4-0 SOLID -SET ANCHORS OR Min. E 0. I--4' Hirt E.O—�---FOR J/fib KMTK fiDfl R ElLPA11 1 MiLNON5 (a) 3/0 MMK amaT TZ E mnm ANCHORS 0 (4) ANCHORS• PER (4) 5/16•0 TAPCON XL ANCHORS i" J" 1" STORM BAR CONNECTION. 1/8' Mi, E D I"a 1/8• W, E D_. •—FOR 5/16.0 UPCON XL ANCHORS 5/i 6b TAPCONS XL WJ r SEE TABLE 2 ON SHEET 23 EWE 05 S14B� I B 2 IJ4" Min, EUBEOMEW - t' (TyP. TOP & son" i SCE. WASHER a 24' es. K f UICIR $ Min... P' _ _ T6 Al" i POURED CONCRET I' 2' A 9 POVFED COrCRRE'fE i ALUMINUM -ANGLE EA SIDE W1 (I'E-J Key 5' min. I' (I'F=3 Ka) 5` min. 2' G O R 1 5/fs a TAPLONS %L TMCK REOMWEO (z) I/a`o-1av11 a' IT4V DItDFJ( TEK THICK EOVRtEO 1 sCREWS N S10 M B) 2 t/4` Mln. T I E O.D. 0.06 & % �5'80Ttt1M) STEEL"WASHER D SECTION S- S I! I I zr P.F. o r o o Box L. i, K e I I INT1tDR I' Min. FOR 86X e ( I WIND 20NE-• 1 K -3 t . I 4 i DETAIL A A 2' Min. FOR I I : }SEE STEPSON SHEEP 14 MR SPECIAL a * 1/4' 0-3 ' SUB- 0-16 R 3188E SCREWS USED CAU -N AN HD b1 RESPE . J/4' I MO -SET OR J/8.0 . 1 1/P CRIt-W AME YRND4ZONE �� TREATMENT FOR W1N0 ZONES 1 THAU 3 a W 1' Min. FOR R RESPECTNELY SHALL BE IEFf i06ERfER W/ ANCHORS AT TI5E 1NE WINO JZONE-•� I STORM BARS ARE REMOVED. (SEE OET. A). a f t d I I ORRIOR SEPARATION TO ! rc� d I (2) ANCHORS* PER s o GLASS I A B WW 2 Min. FOR p D STORM BAR CONNECTION, p (SEE 5CXEOULES OR IN I SEE TABLE S ON SHEET 23 C SHEETS 15 & IF) Mi ri9N04ZONE --•H �Yc QN(1 ((TIP. TOP k BOTTOM) (2) 3J8'o CALK -IN ANCHORS OR I y jl I 1 E%IQtlOR v Mitt. (2) iJ4'9 SOLID- SEi ANCHORS OR s g K t S SEPAATON TO I 2 i"� A. R I GLASS () 3/Bb KOK BOLT TZ E%PAVSt4V K D I D IEEE SCHEDULES ON A ANCHORS.OR 1' j t I 9L1URD EKISTIN'•—yj SHEE15 15 & Ii (2) 5/16b TAPCON XL ANCHORS T' K D(ItiibR 1 'LASS 2' 2.2'.1/fi'.O'-5' (6063-76 ALLOY) TSNG'--Kk I 1 ® :I ® 2• 0 ALUMINUM ANGLE E4 SIDE W/ GIAS S1 51 2) 1/4`o-14.3 4. Ow guunoc ILK 11 I I ) (OUP. TWUNW i 5• 4, 4 SCREWS TO M BAR W a R I I (yP• TOP & BOTTOM) S a 0 a SECTION S1- S1 pn. cwl9oTToi' (DP. IWJB0rt04) 2 1/18' 4 Min.' u POURED. CONCRETE MIN. to E.D. 1 1/2'.1 I/2.0.0 TAPOONT. AW / IHGK EOURiEO in 5/18'D TAPCONS XL W/ -T ANGERS W/ 5/18b MANTAS 4' W/ 2 14" Am EMBEDFyDVKr r 2 1/4• Min. EMBFDMEtH O 24' mF. O 24' am •., EWE OF SUB! FpAN" OR'" tF I EDGE OF SUB WALL MOU PPi�, p�� �✓1': Fr° 3 Mi) + r • V�`+AS •, f4P : FLORIDA BUILDING COOP (Non High 4eloofty Humicvne 2aMe) IF APPUCABLE 5' mn, tHa 0.F0" ��_._q I B APR1CA11LE + 1, 1/2, Min. E.D, i 1/2- Min. E.D. LL FOR 3/fi`4 CAi ANCHORS � 02012 ri WC IPMR B" I•--3' MMi,E.D. 3' Min. E.Dr--L-FOR 1/Po SOUD-SET ANCHORS ; )4'; TTYY 167 Nautilus Ec a Min. E.O. I .a' Min. £.D.�FOR 3/8b KMA( BOLT U EXPACi%AN016RS : •p { * RolHPgS&DNerSyetem ovr/n 1/fi" Mtn, E.OY---.-3'--•+ 1 1/8' Him ED. -a--FOR 5/16'D TAPCON %L ANCHORS ` %u� y- EYd IMC. O'n tv +p TULIF TE"" & ENm"ElIi COMPANY EXPERT SHUTTER SERVICES INC. :w.:, �s."r' Txiv°NUT"�a POW S.r. 61LIMORE man 17-244 FLOOR TO CEILING/ TRAPPED AND WALL MOUNTING: STORM BAR n .'��i4/ NALENG�,1TT15 ®µDUD"e��91FMn M'°LLS-iReS..A.: JnT°""°"° aOKIF SECTIONS V M OI 1 T� 44 P.E SCu3/16' > F' P.E. $(u TURE/QAIE RaOA I E 4+IaT -n 5Mm 9 axe £ Wn. L EDDC OF STAB ff APPLfCDEi. 'IE POURED CONCRETE) e { (Ye - 3 ke, wn.) a 3- B' MN. TMCK REO'D. i L i c I: e E%IS GIA5S u 1- F� H I n r V! ZN k E �N � c r r n yN e ® 1 Or— o R/8 or t 30 R'/8 �. r r 5N r T i Xt TWAX)ROO)l! i EDGE OF SI-NI IF 0PLKA9E ' Nin. Lf.n. E Yn. E.O.—TOR (1) 3/4"0 NMK SCLT R UPANSKIN ANCHORS O END AND INTERIOR MULLIONS OU1) AND END WO 5 Z, G� ORIENTATION p ) FOR Kp1K BOLT T2 E�PM510N i Min. E.O.— MCHO O INTERIOR MULLION 06 (ORIENTATION Q2). (LGE OF 54B ItIF A➢fl1�CA6LE (NGILE E PSIDE Alum. ANGLE FA SIDE VI/ 33/4-0 T11RU BOLTS To MULLION RWIK Bd.``�f''R EW.AN EMBEDMENT TO POURED CONCRETE (Typ. TOP & emrou) SECTION X1-X1 W/ n .(END & INTERIOR MULLION) ,LW/ ORIENTATION H 11 (6-x4j 11/2' �3' 1 1/2' 71i�rL 3" G I 'xJ'x1/Tx0'-6" EXTERIOR DGI-76 ALL" um. ANGLE E,l, SIDE VI/ YU% _ &BOLT6 3/4'0 MfAK 90LT T2 2.MNOR 1 1/2' Mn. EMBEDMENT I POO URED CONCRETE y TOP & BOTTOM) , ALTERNATIVE SECTION XI -XI W/ Q LEND & INTERIOR MULLION_) (W/ 4 ORIENTATION 2T 3'xJ'xl/2'v0'-4' (6061-T6 ALLOY) q• � ��4 S' � `X` DIIF7LOR AID.. ANGLE Ea SIDE ?I/ (2) 3/4.0 THaU BOLTS TO MULLION LGD & .�- 3' -- 31 ® (1) 3/4'0 KWIK SOLT R G1 b PANSIDN ANNOR Q/8 Or R/8 or W/ 6, kin. EMBEDMENT TO POURED CONCRETE (TYp. TOP & BOTTOM) 4' EXID(IOR R'/8 rt e' IXIEAIOR X7 (M. TD'/6GTTIM) ED SECTION X1-X1 W/ //Fr�POUR YY (r'm 3 COkv ulm.) (END & INTERIOR MULLION) i e MP. rMa 'a) (END o'D. (W/ ORIENTATION A 1) LEOOE OF SLAB (8%4� T APPNWRE FOR (2) 3/4b KWIX BOLT R E PANSION Mn. E.O. MCHORS O INTERIOR MULLION Pj (`ORIENTATION /2). Mm. E.O. OR (fi 3/4'0 KWIX BOLT TI MANSION 111 MCHO��IITSSk..S O END AND INTERIOR MULLIONS ©& yy (0Ri AT10N #1 & /2) AND ,. END MUWON Ot (ORIENTATION 02) a FLOOR TO CEILING )TRAPPED MOUNTING: MULLIONS (G7 OR In SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 6 : 1/6' - I' J'x3'a1/2'xW-B" (6061-T6 ALLOT) N... ANGLE EA. SIDE W/ 2) 3/4.0 THRU RODS TO MULLION & (1) 3/4'0 KWIK BOR R. EXP 610.4 MCHOR W/ 6' MM, EMSEDNEHT TO POURED CONCRETE (TYP. TOP & BOTTOM) (4"x6') /2'a0'-6- (6061-76 ALLOY) INGLE EA. FDE W/,�((2) 3/4"0 IOLTS TO MULLION (Cy & (2) %WIK DOLT T2 E%P SION i W/ 6- WR4 EMBEDMENT TO I CONCRETE GYP. TOP & (END MULLION ONLY (INTERIOR MULLION ONLY) ALTERNATIVES SECTION X1-X1 W/ C� (WI ORIENTATION R 2) — � (4-X8' BOX NOT SHOWN FOR CLARITY 0=7 TAR.FA FLORIDA Nautilus Lc RP1W95AnNn3yarom a/I4m 17-244 N984 1<e» R f>n) m " I VIM lm row WM. E.D. EffiE OF (SEE SCHEDULE IF APPLICABLE 9LE 1 1 x. e CSTIN0II CLASS u 1. Z 1 Min. R R Y) o P L �a c ae S� r 0/8 Dr-- R/8 or i 3 W R'/8 aW n 3 E e X1 I z EDGE OF SLABI MtT. E.D. 6 APPLKiBLEi(SEE SCHEDULE Min. EO. SCHEDULE t1)-1 DOE Of R A�PUG RED CONCRETE - 1 mi MID.), SCHEDULE It. -@CORGI 0/8 Or R/8 or R'/8 17 X1 (M. TCP)LCRWj ,Ain. E.D. SCHEDULE FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS n OR 61) SECTIONS W-1 .11IRKA 1/EEE UAKWUM©(NSERWR) &QPD A UTIRIOR) TWPEO MDIIMIED UUUX*1S SPAY CMED BY SIUUM 1b FOR NSTAWTION CASES 1, 1. A D ON SEET S^^� Wm m LOAD, MUU)w SPACING Alm SPAII MMUDDI 1d1MLM Off 1 - AE510HSN1 um COMUCRC'LV. APPLICATIONS W9N IG0& O.M. MMuU AS➢. DIERM PRESSURE RMIC. 12'-V MIMV III SPACING. SEE SCHEDULES tl 0 t2 FOR ADpDOW SPECS. 161111901 USE Z. - RES+DMK AND WMERLMI, APPUGTION W/ EGGB W. MAXNUY A50. DESIWI PRESSURE Ra m„ WI MAYNIM UUU Dq SPACIRS, SEE SCHEDULES t1 A 12 FOR AMC ML SPEC& ALTERNATIVE SECTION X1-X1 W/ `VJt 16TAU01m CGE a - MUMERCIAL APPLICATION! FOR 1100.0 p.AL UAAWM ASA 1 1(2' DESIGN PFSSEURE RATN"u, 6•-0' WAXILY JAL(AN (4'x6' INTERIOR MULUON ONLY W/ ORIENTATION # 2) SPECS. SPECS. SEE scNEDULEs !T a f: FOR AOASION2. 2' (SSEE CINEMAS tz) z'-='z-1 1/ t (6081 -T6 ALLOY) 1 ALTERNATIVE SECTION X1-X1 W/ CGS Alum. ANGLE EA. 510E BOLTS)TO JJULuoNUe 4'XB' INTERIOR AND END MULLION W1 ORIENTATION UJI 4) , (SEE t (4'x8' INTERIOR MULLION ONLY W/ ORIENTATION L 2) t 1(4k8' INTERIOR AND END MULUON ONLY W k1A.M MO(j9g ])) Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * No. 441 APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS , SIDE RAIL k AND BOX NOT '--S SHOWN FOB CLARITY PC SCHEDULE /1 INSFAWMN YIN. SUO "I ANCHOR TYPE A ME (Ir". TOP ItBOTTOY) YIN. ANCHOR 1®1. [M{ OWAMC[ FOR N.5[S AMID. nBIOYENT FOR 3/0-0 MILT, M Hus-M SCREW h ]/e-e NWIIf FASIE]IER KTDCE-EmT MYYgR M@& 0 (NmUOR) YIRLon 2 1/2' 5 yr W/ CRIEMATION tt. 1 A• 1/2.0 IOLT IRD MIS-N SCR 1/3-0 POWER FASTENER IN& GMi AKIO" FOR 9 MITI & mURR) URI 1. 6- WW (;E- 1/2-A MILT NO NYIIY BOL.Y YZ ONLY F4@ W1fl40R WMS W/tOREMPATON 02) 60 W/ 2 1/2• 5 1/2' TgN t} L '• /sFHM1BT & !A POWER FASTENER INFSOCRP & U (00 w Rat nci; WULUW W/ ORIfMAMNS 1 OR 12. S• q• 1/YO MLT NC IORK SUIT R OMs FOR D k OTI INTERIOR MNWONS W/ MWAWNI 02) Y �P UND .6up.. W/ OIOp1fmON (1). ) 1/A• 2 1/2- D 6' 1/2-e MILT NC MUS-H SCREW OR 2/21 POWER FASIVAER RIDGE- BOLT ANnOR SEE ROTE CN SCNEOULS,I b' 9VST 21 V,WP FOR ENP k CIIEWOR.YULLW.45U8 5• q• W/ ORIFN.'AnoMs tt OR OL SCHEDULE 02 INSfAWDON YIN. 5 THICKNESS A N" TIPS A ME (M. TOP A MTT UN. ANCMpR DISTANCE TOO CASES R[0'D. n000YW1 ARMOR E N t D -' 9/8 ' M2.T OK NUS-N SCRn 6.}/a's ROAT.R FsTEMER 2 1/2' ] 1/2' WE06E=1 MCHOR FLORIDA BUILDING CODE (NM DiMN Velmity BYrrimm tax) 0017TUECO ,NIL Nautilus ROUIngShvttar5 nlem mn /n L G CP 0 [NC. 1 p w'LNOMELXIXp pOYPANY EXPERT SERVICES INC. m ,..EUP.mp;rt sP.w20 SIR, nRVI T7-2hh -2 E,.U9a!VEaOeal.am 01-0ag0R)R-mroWt,M WA. %, a IAAPFPR A TIR - PL' 7 I W. i VA EDGE I CONCRETE (rc - 3 is NA) � 8' Min. ROCK REYD. I ©OR G1 n Q/8 or R/8 or R'/8 0 CONCRETE (rc = 3 Id II S' Min. THICK REO'D. 2'aMUWON DEPR1a1/8' Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4•vd/4' ITW BLI DEx TV( SCREYIS 5/16'0 TAPCONS xL W/ 2 1/4 ,W/ I. O.D.v0.060' mVANI2ED STEEL W.,EMBEOAIEM C 24 o.c. WASHER O 24' o.c. EDGE IF APPLICABLE \ 4•—II EDGE IF APPLICABLE J S/a' Min. E.O. 2', —1 — 2. I �_-- ] 3/4' Min. E.D. ,I;, CAP U/9 or R/8 or R'/8 D (WALL M ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'—R' ON SHEET 8.) `1 f/2'zl 1/2'z0.062'%CONT. ALUM. ANGLE W/ 1/4'00/4' ITW BUILDEx TEK SCREWS C 24'o.c. TO TUBE. 1 1/2' f/4' 4'n'a3/8'a0'-10'(6061-T6 ALLOY) Nmn. ANGLE E.D. \ EO— EO EA, SIDE W/ (2) 3/4'0 THEM BOLTS TO MULLION & (2) 3/4.0 KNIK BOLT TL E%PANSION ANCHOR W/ 5' Mi, EMBEDMENT TO POURED CONCRETE WALL, (nT. TOP & BOTTON). F APPLK:ABtf.' WALL MOUNTING.MULLIONS nGOROt POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION S : 1/8' a I' POURED CONCRETE (('c - 3 ksi WF.)— 8' Min. THICK REO'D. 7 3/4' Min. E.6 L— — — 4 .4'.3/8' (6061-16 A10Y) um. ANGLE EA SIDE. EDGE IF APPLICABLE SECTION X2-X2 W/ n OR Ih (END & INTERIOR MULLION) (W/ ORIENTATION $ 1) (6"x4" or 8"x4� 55' RED CONCRETE Mii3 ksi Min.) DOOR . THICK REO'D. (1'c = <' DO ] 3/4' Min, E.V=.1 L_L(4Ea3T6 EWE IF pPPUCABE Num. ANGLE Ek SIDE ALTERNATIVE SECTION X2-X2 WALTERNATIVE SECTION X2-X2 W/�OR�* ,(END & INTERIOR MULLION) (W/ ORIENTATION 8 21 (4"x6" or 4•x8") • SIDE RAILQD NOT SHOWN FOR CLARITY Roviwne Gl SUE 2'.MULUON DEPM.1/8' Cor \ \\�\ V5%16-. TAPCONS XL W/ 2 N 2 1/2' Min. E.D {Min. EMBEDMENT O 24' om. L CONTINUOUS POURED END CAP 7 1/2(rc - 3 Id IFn) fin. E.D. 6" Mn. THICKNESS REO'O. 4• I G�OR G1 I I i EXIQtlOR Q/®r a Q/8 r R 8 or a R/8 or R'/e fl R'/8 1/4"44/4' RW EU'4DCJ( TEK SCREWS W/ I' O.O..O.OW MWN12E0 WEL W0.5NER O 24' a.c. EDGE IF APPUCABLE ___1 7 1/2' Mln.E0. T �i POURED CONCRETE (rc = 3 W Min.) 4. EXIQ80fl 6' Min. THICKNESS REO'O. \ I I 1 11 I zMem 7 1/2' Min. ED— 4 ((6081-TB ALLOY) EDGE IF APPLICA6lE ,Mum. ANGLE EA SIDE, ALTERNATIVE SECTION X2—X2 W/ Q OR CGS ,(INTERIOR MULLION) (W/ ORIENTAT)ON & 21 (4"x6' or 4"x8') (WALL MOUNTED SHOWN, MAY Ex15r4+c v uin. I D BE ALSO INSTALLED TRAPPED GV55 I MOUNTED PER SECTION R'-R' u I ON SHEET 8.) II W2 1/2' 1/2-xi 1/2'10.062".CONT. ALUM. 7 1/2" ANGLE W/ 1/4'0.3/4' ITW BUILOEX PH.I E.D. - �, 1 TEK SCREWS 0 24' O.O. TO TUBE. 3 1/2*6' X2 M2n°R) 1 1/4' 1 1/4. (TIT. W/B°nMB 7 1/2' OC. NI.OUS!TKC=KNESS\ ` CoE0�`a•i4•cl/<'.p'-6'(6061-T6 &LOY) Alum. ANGLE 1JW. ED. CONCRETE (rU SIDE W/ (2) 1/2'0 IHRU BOLTS TO NUWON Mn} 6' EErt2) 1/2-0 K'MK BOLT TZ EXPANSION ANCHOR \REO'D.\ W/ 3 t/4' Min. EMBEDMENT TO POURED CONCRETE WALL. (TIP. TOP k BOTTOM). EDGE IF APPUCABLE WALL MOUNTING: MULLIONS CG�OR (F,S POURED CONCRETE WALL SECTION VIA2 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCU.E: 1/8 - EDGE IF APPLICABLE r---- 7 1/2' Min. ED, T T O 3 K31 Min. 6' Min. THICKNESS DRD80R REO'D. 7 1/2' Min. E.D. 414'IVA- (6D61-T6 HLOT) um. ANGUE EA SIDE EDGE W APPUCAS E� ALTERNATIVE SECTION X2-X2 W/ CGS* (END & INTERIOR MULLIONS) (W/ ORIENTATION ap 11 >SEE MAXIMUM ©(INTERIOR) & G7 (END & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & H' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INST umoi,i 01,5E C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE B' - COMMERCIAL APPUCATION FOR ±100.0 p.s1. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KYDK BOLT TZ ANCHORS. NOT SHOWN FOR CLARITY (8"x4") °°° "° "` Nautilus L E C O LNc. Ro22TPgsbPMarSpa °pce mN�° caNPARY EXPERT SHUTTER SERVICES INC. M+u 1626 S.W. 86INORE S L� mR4/n vn 17-244 ou�w0 r SM¢T I W roA Min. ED. Alin. ED. OR (1) !/<•p. KWIK BOLT EXPANSION AN HORS O END MUWON U 3•.]•.112W-4- (ORIEMATIDNS /i h e2). (ED61-16 ALL" Alum. FOR (2) 3/4'0 IDYIX BOLT R ANBION J/4.0 FIRM BOLTS TO ANGLE EA, SIDE W/ (2) Win. E.'Min. ED. ANCHORS 0 INTERIOR MULIJON MULLION La @ (1) J/<'o 1 1/2• (OWENTATIOk ¢2). "K Bod-T2 EXPANSION ANCHOR W/ 6• m, SEDGE OF SLAB EMBEDMENT TO POURED FIFO"UCASI `I I t I? ffi /FPLIWHiE eC OPE)TE {rro. TOP h T• fX(fRIDR POWW CONCRETE B' Mtn. THICK REWD. n J- n R r2• 2'� EXDPDIC—4• CLASS R 1- SECTION X3-X3 W/ u Min. G2 (END MULLION ONLY 1/2' r 1 1/2*(W/ ORIENTATION & 1i 1 1/2• 1 1/ 5 Al a EX(ERIOR (7"K4,) <• y Q, fe 11 Q./8 0 o i a• EXIEAIOR 1ODEROR .41 G2 GL Ow ° 11/2 �x n 11/2. III In n' II , 1n. Va ® I,", rJ 1I2'13 1/2' 7'^^I X u X3 ]•.J•.1 2.O'-7- (TIP, TOP/AOlige)' (D9. 10P/BJ1TW) / (6E6W/ )AMOY)3/4 Al... ANGLE -Y (DEEW/ ALLOY) n Alum. BANGLEOLTS O ULL W/ 2) !/a•p IniR ANGLE EA. SIDE w/ 2) }/A'c n E0. E0. (1) 3 BOLTS 1E NNWDN & (2) 0 80Li5 TO MMLLpN �(2 h u (f'c m CONCRETE ciMin.) (1) ANCHOR Kill% BOLT R ANSITO (2) ANCHOR 6- in. TZ OMENT ION TO n (fc ] kIC Min.) POURER CO B' Min. y, TOP TO ANCHOR CO 6' CONCRETE EMBEDMENT TO n - 1. ]• B• Nin. THICK REO'D. POURED CONCRETE (iyP- TOP h POURED WNCREfE (ryp. TOP O BOTTOM) BOTTOM) OM// (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE a s AB I I 1 1 11� EttF o sae ALTERNATIVE SECTIONS X3-X3 W/ G? IF AcPLCQLE �- 1 IF APPVJ81E „• , , ,(W/ ORIENTATION 8 21 FOR (2) !/a•p WK BOLT iL EXPANSION n (4"X7-) Yin. E.0 ( Min. E.D. I ANCHORS O INTERIOR MULLION ® A 'lr,. I (ORIENTATION 12). rjV. `Vf�•_- • SIDE RAIL@)AND BOX NOT SHOWN FOR Min. ED. I "• Yin. ED.� ..' ,P ,: ••••••�f.JS•••••, - CLARITY. FOR (1) ]/a'0 Kw1% BOLT $� EXPANSION �,.• JG F ANCHORS O END M IWON OyT ° - FLORIDA BONDING CODE (Nan 81gD Velocity 8vrticane ]ne) (ORIENTATIONS 11 u 02). i •) omr2TnTamwe Nautilus vwaR FLOOR TO CEILING TRAPPED MOUNTING: MULLION G? `* * w Ro/BngSAvNeeJjsom mn.tT SECTION W-3 ° q (L E `. Q LNc. ^ < nttD 6� TT°P .T rzsnR»o�e; clnccnfR ss 4 EXPERT TRSE STUATCES INC. 1826 S... 'ails 1 voxl sr. LamM. n. slaw 17-244 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' ''-•,S/ONA4E�,I1'' ,A , °vom «1 ws-ova . nX tm> m-aPw SCME I B' 1• PsnPn�lfl` nn�wnRA 11.67 ° sxm 12 IX Xa / P.E SEAL/SIGNANRE/OATE Min. E.O. EDGE OF SLX)-ij—(SEE SCHEDULE IF AOPLOBLE I A A x n u E95TING� GLA55 n �i a i� 4'/8 LM. EO. SCHEDULE p1) j�SUS ME IEO CONCRETE SCHEDULE [1. Q'/8 (SLE SCHEDULE )I) ALTERNATIVE SECTION X3-X3 W/ (G- R [W1 ORIENTATION f 2) (2"X7" INTERIOR MULLION ONLY) • SIDE RAIL (0) AND BOX NOT SHOWN FOR CLARITY. am EDGE OF SLAB" T NWLICASIE� Min. E.D. `(SEE SCHEDULE ME. POURED CONCRETE Ir. =3 w m;,). SEE SCHEDULE Al. IOU OF SUB IIF AOPLYABLE DU. SCHEDULE #1J FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS 43 SECTION W-3 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS S - Ire• - 1' SEE MAXIMUM Q (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES I, la do It ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IWAJATION CAE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE [a - RESIDENTIAL AND COMMERCIAL APPLICATION W/ t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, B'-O' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 INSTALLATION MIN. $R THICKNESS ANCHOR TYPE k SI2E MIN. ANCHOR M N. EDGE DISTANCE FOR CASES REO'D. (TYP. TOP k BOTTOM) EMDEDMEM ANCHOR 3/8'0 HILTI INC HUS-H I 4' SCREW' 3/8'0 POWER FASTENER 2 1/2' 5 1/2- WEDGE- BOLT ANCHOR 6' INC KWIK 2 1/2' 5 1/2' OLT RILT1 B 5' 1/2.0 HILTI INC KWK 3 1/4- ] 1/2' SOLT'R :IF APPLICABLE 2'aMLRU01 DEPTH=1/8' Cont. 5/18 eT EE (TO Yi W/ BOTTOM) 4/ t/4b+3/4' DW BUuIEx TEK smm / VI/ I' O.D. O.OW" GALVAMZED STEEL 77,77 \�`�\\ 3 \ _ 2 1/6N Mtn. EMBEDMENT 0 24' a.c, µABHER 0 24' o.c 1Mm. E.D J_ D. EODE IF APPLICABLE- E.D. 2 3/4' Min. T CONTINUOUS POURED10• CONCRETE V 316 M°) 8• Mn. TRCK REO'0. I POURED CONCRETE (1'c - 3 ksi Min.) 8' MK THICK REO'0. END W Wi 2 3/4 NOTCH WEB Min, E.D. (np TOP/80170M)) S tl 7 n b 1' FMIn q fn - s Ci EPS �� CtA5s �z o G T 6w ZORb ® q 4N a \ \ \ \ sy i — 1/t6'\ Min. E.D _ 2 3/4' CONCRETE (Fc = 3 k4 8' Min. THICK REO'D. OVALL MOUNTED SHOWN, MAY BE LJ ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) Q./B 1 1/2'xl 1/2•xD.062•xCONT. ALUM. ANGLE W1 1/4'ox3/4' HW BUILDEX TEK SCREWS 0 24' 0... TO TUBE. X4 xa (Tn. RP/iprtM 1 1/2' 1 1/2- (IN. ifP/BGOW) 2 3/4- MIN. E.D. \ EO EO 4 a4'n3/8'z0'-10'(fi081-T6 ALLOY) Mum. ANGLE FA 610E W/ (21 3/4.0 THRU BOLTS TO MULLION \ 4' & (2) 3/4'0 WM BOLT TZ EXPANSION ANCHOR W/ 5' Min. EMBEDMENT TO POURED CONCRETE EDGE W APPUCABLE WALL. (M. TOP & BOTTOM). WALL MOUNTING : MULLION? POURED CONCRETE WALL SECTION WA END & INTERIOR WALL MOUNTED MULLION INSTALLATION SULE: 1/6' - r p. TILV M�210hl 2 3/4' Mn. E.D. \. d'aPa3J8• (6061-T6 ALLOY) um. ANC.E M SUE EO6E IF APPLN:ABLEJ SECTION X4-X4 W/ 0 f ,(END & INTERIOR MULLIONI (W/ ORIENTATION 8 21 (4'x7l • SIDE RAIL QD NOT SHOWN FOR CLARITY H.muxm0 EDGE IF 12 3 4 3/8_ Min ED. WNDNUOUS POURED CON'CREIE (re - 3 to Mrt) e 8' Mrt THICKNESS c.. REO'D. G � � d y� 0 P �o 0 o � a Enmsc No a k x a .X Sc 6 z 0'/8 F DIP, WAWNW) 3 I 2'.UUIL0N OEPIH.1/8' CO-t. 'ALUM. TUBE GOP h BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4' Mtn. EMBEDMENT C 24' ..c. i ENO CAP MOUNTED ON SHEET DMMR EDGE IF APPLIMUE� t/4'OXJ/1" ITN 9N10EX T SCREWS W/ I. 010A0.060' GAUTAAR D STEEL WASHER o 24" e.c. 4 3/8' Min. ED. CONTINUIXR POURED CONCRETE Cie - 3 1& 8' Min. THO(NESS REO'D. 4 3/8' Min. E.D. EDGE IF APPUCABLE�T SECTION X4—X4 W/ !INTERIOR MULLION) I SHOWN, MAY /W/ ORIEM RON A 21 LLED TRAPPED L_A SECTION 0'-0' (2"X7') 1 1/2'X7 1/2'X0.062'XCONT. ALUM. 'ANGLE W/ 1/4'0x3/4' FW BUILDER TEK SCREWS 0 24' o.c. TO TUBE. `(2) 3/e"0 KMK BOLT TZ EXPANSION ANCHOR UtN. ED. W/ 2' Nil!. EMBEDMENT TO POURED CONCRETE WAJL (tt . TOP G BOTTOM). EDGE IF APPUCABIE CONTINUOUS POURED CONCRETE Ire = 3 to Mn) 8' Mn. TMCMESS REOD. WALL MOUNTING: MULLION aS POURED CONCRETE WALL SECTION WJT 0 INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS SEALS. 1/0' - P P.E. no ) SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & R' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IKWAUA71ON CAM T' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH :60.8 P.S.T. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 12'-D' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. IMALLATION CASE R' - COMMERCIAL APPLICATION FOR *100.0 p.s.t. MAXIMUM A,S.D. DESIGN PRESSURE RATING. 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. RAIL(9)NOT SHOWN FOR CLARITY CT012 mmo NIL Nautilus I M' SHUTTER SERVICES INC. n ME 46 SW. R6IMJPT W oar LVdI 34IN _-;24T wNon m) nv-NA4 . rAe R.D nlmx " 6NTQ IJAC(TG STEP 1: OBTAIN JOB SITE'S A.S.O. DESIGN PRESSURE RATING (P.s.L) FOR THE. SPAN "L• (0) TO PROTECT IT (SEE GENERAL NOTE 92, SHEET 1). SLAT PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS STEP 2: ENTER TO CHARTS (IA, lb & Ib' THRU IC ON SHEET ISTO DETERMINE, BASED ON AN IG' SLAT SUP On), ANCHOR TYPE, SIDI RAILS: A.SA. DESIGN PRESSURE RATING (M&t); THE REQUIRED MAX SLAT SPAN'Vft. THE FOLLOWING INFORMATION IS PROVIDEDAT CHARTS 1 THRU IC TOPROCEEDWITH PRODUCT INSTALLATION VERIFICATION: ENTER &S.D. 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: LW THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN lir SLAT SLIP MAY SE USED. FOR A GIVEN A.S.O. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART It: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/OOR W/STORM BARS (SEE STEP 4). PRODUCTS SIOE (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4; IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS &MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE PROCEDURE 4a: IF STORM BARS ARE USED L MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART lc. ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 Wf A.S.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 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 S A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. FOR A 3. SEE SHEETS 10, 1DA. 11. 11A, 12,12A, 13 S 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP 9 BOTTOM FOR FLOOR TO CONCRETE FOR AGIVEN MULLION CEILING 6(1U0EQ ORR r MOUNTINGS OF MULLIONS INTO PROCEDURE ft IF BOTH STORM BARS S MULLIONSARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ic. ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2. ENTER TABLE ION SHEET 22 W/A S.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET 23. WITH AS.D. DESIGN PRESSURE RATING AND STORM BAR DEPENDING SPACING. 4. ENTER SCHEDULES 1a THRU 2cON SHEETS 24,25 S 25 W/ A.S.D. DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING {MAX., 121FOR T7, AND DETERMINE MAXIMUM MULLLLIIOtj,9PAANN MULLION GHT)WtTYPE SO WABLONQRRENTATIONNINBETWEENSPACINGS FORAGIVEN (�Gjj 8 ). 5. SEE SHEETS 10, 1DA, 11, 11A, 12, 12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP S BOTTOM FOR FLOOR TO CEIUINNG ('LRfLP�PED)�R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (G, B I. PROCEDURE PER STEPS'1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS.20 S 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR117 SLIP) CHART Ia RATING (Pe0 a CHART Ib USE Wb UB-V431ffbEiREER' O"m A. )R 5116'0 TAPCON XL ANCH 10 P009m my W. Sw SPAN 'Lm1L' (FT) M1D-Qlr 1a11 IWPPED aaa-air Lacer •/© wUNr velar >s wm • s¢ lom r ffi lom s ° CHART Ib' 91 CAfiE ASD. LOAD OR 5118"0 TAPCON XL ANCHOR ro moor n"n = cma¢1E anal MAIL SLAT SPAN 'LMNL' (FT) [MLO-M 1LNL 11LV9FD 9Mu fiUlO-flirt watt 1r ; E© wL11T YQAIr SC uw mum; • sa: wm r ors tom r ° €� M. CHART IC OSE UMCI M P09M ASD. LOAD Y/1LE REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) 140A 9'-1' 6'-11' e'-4' ]'-5" 9'-P 7'-8" 1 6'-11' e'-0- - 6'-1a" 0'-a 1- la 1/3 11 r 145.0 8'-10' 8'-2' ]'-]' B'-10' T-6' ]'-10' 10' 6' T 1t50.0-6' - ]'-4' - 7'-9' - - - 1" 10' 6' ]' 1810°'-3- T-]' 7'-7 I60.0 W-0' I I 7-8" 1 6'-10• 1 8'-0" 1 7'_S" 1 _ _1 1 1 Ia 1 6 1 7' * Nf71E. 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 6: 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KWIK BOLT 3 ANCHOR OR 5/181a TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. WALL MOUNT SPAN .RANGE FtNWI 0'-4' t > 4'-5' t > 5'-6' 1 > 6'-7' T > 7'-9' t > g'-12'7 > 12'-1g' 1 > 16'-20' T 9'9"9'9'9"9'9"9"9" USLAT 9`9"9"9"9'9'7" 5 5/8"9"9"9"9"9'8'S 5/8' S 5 8"9"9"9"9'`6 1/2' S 5/8' 9" 9' 9"9'8"6"9'."8' 7" 6' 9" 9` 7.1 T - TRAPPED MOUNT • SLAT SPAN RANGE DE" P 0'-4' t > 4'-5' t > 5'-6' t > 6'-7' t > 7'-g' 1 > 9'-12' t > 12'-16' 1 > 16'-20' t s w.0 S. 9" 9. 7 1/2- >6t-60 >8t-IDS 9" - - - >t06-120 9` 9" 9' 8 1/2" e" - - >121-140 9' 9' 9' 7" >f41-180 8'1 6' - - BUILD -OUT MOUNT SLAT �--SPAN­-' �� t NIM. MAX. SLAT .SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEAR E%CEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART CN SHEET 15. SLAT SPAN RANGE OEM PRISSM 0'-4't > 4'-5' tr7' > 5'-6' 1 > 6'-T 1 > 7'-9' T 9'-12' T > 12'-16' 1 > 16'-20' T M �• E E E E E E EQ E E E9' 9' 9' 8' 9"9"9.'9'9"'9"9'9"9"9"9" 7 3/4 7" 7" 5 5/e9"9"9.9'9"9"9"9"9"9"9'Y 7° 6' 5 5/8` 55/e' 5 5/89.9"9"9""9`9"9'9"9'9.9'9' 111'/2* 7 1 2 6' 5 5/e 5 5/8' S 5 8 5 5/8" 5 5/8" - 9' 9'9"9'9"9"9' 9'9"9"9'9"7' S. 5 8 55/8 5 5/8' S 5/e' - - - - 9' 9' 9" 9" 9' 9"9.'8' 6 1/2 6 3 4' 6 3/4' S 5/8 5 5/8 5 5/8 9"9' 9`9`9"9'8'8"8' 6 1/2 6` 6' S 5/8 5 5/89"9"9'9"9' 7 1/2 6' 6 1/2 8' e' 6" 5 5 8' S 5/8" 5 5/8 -9'9"'8' e' 6' 7" 5 5/8 6 3 4' fi 3 4' S 5/8 5 5/6' - - - - - - - - WALL MOUNT ..,, SLAT SPAN RANGE ma �y X¢ oM 0'-4' } > 4'-S' i > 5'-8' } > 8'-7' } > 7'-9' } > B'-12' } > 12'-16' i > 18'-20' } 30.o e• B" e" e• e• e• 7 1/2' S 1/2• >Jt-40 S. 8• 8' 8' 8' 8' 6' 4' >41-co e' e' 8' B. 8• 4' 3 3/4' >61-60 B. 8• B' e• 7• 4 1/2' 3 3/4• - >81-10 B. B. B' 6 1/2' S" 3 3/4' 3 3/4• - >108-t28 8' 8' B. S 1/2. 4 1/2' 3 3/C - - 12t-t4G 8" 7 1/2' 6' 4 1/2' 4' 3 3/4' - - >t4f 6 S' 4' 4' - - - TRAPPED MOUNT wan. SLAT SPAN RANGE m° y� wnc0 0'-41 } > 1'-0' } > 5'-0' } > 6'-7, } > 7'-9' } > 9'-12' } > 12'-16' } > 16'-20' 1 30. s J0.0 6' 6' 6' 6' 6' 6' 5 1/2' >31-40 6• 6' 6' 6' 6' 6' S 1/2" 4 1/2' >41-60 6" 6' S 1/2' C 4' 6• 67 6' 6" 4' - >61-1 6' 6• 6" 6' 4 3/4" 3 3/4' 3 3/a' - - - n21-140 6 6" 6" 5 3/4' 4' 3 3/4" 3 3/4' - - >141-IW 1 6' S' 3 3 4' 3 3/4* 1 - - - BUILD -OUT MOUNT SLAT �SPAN� �O }mm MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEAR EXCEED MAX SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RAND Asa 4'-8' } > 5'-e' } > 6'-7' } > 7'-9' }r3/4- B'-12' } > 12'-18' i > 16'-20' } ay° 0 E E CO E E E E E E E E E s 3o.G 6" 6' 6' 6' 6' 6' 6" 6• 6" fi• 6" 6' 6" 6' e' 6' 6' S 1/2' S 1/2" 4 1/2" 4' 4' 3 3/4' >31-4G 6' 6' fi' 6' 6' 6• S. 6' 6' 6' 6' 6' 6' 6' 6' 6• 5' 4' 4' 3 3/4' 3 3/6' 3 3/4' 3 3/4' >41-60 6' 6' 6• 6' 6• 6' 6. 6• 6" 6' S. 6" 6' 6• 4' 3 J/4' 3 3/4. 3 3/4' 3 3/4' - - - >61-80 6' 6" fi' 6' 6' 6" 6' 6• 5 1/2 6' 6' S' S• 5" 4' 3 3/4" - 3 3/4' 3 J/4' - - - - >61-toy 6" 6' 6' 6' 6" 6' 6' 6" 5 3/4' 4 1/2 4 1/2 3 3/4 3 3/4' 3 3/4' 3 3/4' 3 3/4' - - - - - - - >16e-120 6" 6• 6' 6' 6' S 1/2 5 3/4 5 3 4' 4 1/2 4 1/2 4 1/2' 3 3/4 3 3/4' 3 3/4" 3 3/4' ->121-140 6' 6' 6' S" 5' 4" 4 3/4 4 3/43 3/4 4 1 2 4 f 2 3 3/4 3 3/4' 3}>141-180 6' 6' S" a 1/2 4 1/2 3 3/4 4' 4' 4' 4' - 3 3 - - - - - - - - 110MIM BUILDING WALLMOUNT D PRESSM0'-4, RM7GE (p.�.f.) SLAT SPAN RANGE t > 4'-5' t > 6'-6' { > 6'-7' t > 7'-8' t > 6'-12' t > 12'-i6' t > 16'-20' t 8' 8" 8' S. B. B. 4 1/2- t-40 e' a. S. e" 7" 4 1/2" - a4t-60 8" 8' 8' 4 1/2' - >61-60 a" 8' 7 1 2 7' S 1/2• - >6t-t06 a" 8' 7 1/2- S' 4" - - >106-120 8" 7 1/2' 6" 4' - >w-td5 TRAPPED MOUNT I=A . P RfH6E wv SLAT SPAN RANGE 0'-P { > 4'-5' { > 6'-6' t > 5'-7' t > V-6' { > 6'-12' t > 12'-16' t > 16'-20' t t 000 6" 6` 6" 6' 6' fi" 6" - >31-40 6' 8` 6' 6` 6' 4 1/2' >41-60 6" 8' 6" 6' fi" 4 1/2' >61-60 8" 6' 6' 6• S 4 1/2- - r81-105 6' 6' 6' 4 1/2' 4 //2' - - >%m-12o 6° 6" 5 1/2' 4' 4 1/2- >t21-M 6' S" 4 1/2' 3 3 4' - >141_160 BUIL"UT MOUNT SLAT r--SPAN---t [o] t hm, MAX. SLAT SPAN FOR A GNEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE P fS d-4' { > P-5' t > 5'-8' t > W-7' t > 7'-8' 7 8'-12' T > 12'-16' { > 16'-20' t Rµ�IWC (p>,1, E E E E Co E E E E E E E E SD.o b' 6' 6' 6' 6' fi" 6" 6" a" 6' 6' 6' 6' 6' 6' a' S 1/2' 4' 4 1/2' - - - - >St-4D 6' 6' 6' 6' 6' 6" 6" 8' 6' 6' 6' 6' 6' 8' 6" S" 4' - 4">q-6o 6" 6' b' 6" 6' 6' 5 1/2 5 1/2' B' fi' b' 6" 8' Si/24 1/2 rl/2' 5 1/2 5 1/2 5 1/2' 4 Ij2 5' S' 4' 4" 4' 3 3/4'>51-105 6' b' 6"6'6" 5 1/2 5 1/2 5 1/2' 4 1 2 3 3/4 3 3/4 >106-120 6' 6"6- S 1/Z 5 7 2' 4 1/2 4 1/2 4 1 2,3 3/4 >121-too 6' 6' S 1/2 4- 4' 3 3 4 3 3/44' >141-160 5'S' PLOMDA BUIMING. CODE (Non W h W..1N R.M.,ta SCHEDULE VC: Vx FORCES (LIDIFT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)DESIGN MAXIMUM SLAT �SPAN� Cn * MILL ,SLAT SPAN DEFINITION OFTHECONRUCTURR OR 70 VERIFY THAT DE DTOERTOvRT Vx DESIGNED TO SUPPORT NDVE%ISTMSSTRUCNREIS SIMPOUND&PER UNIT HEIGHT AT .LAMBS: HISSOFSHUTTERHEIGHTLU SEETMISSHEET FOR VrBVy VALUES. S. Vy SIDE RAILVX ?, ....... • . f10RIDA fiU11DING CODE (Non RIgE Yeto<iH 8urti<ane Zax) '' No.44167 :T c e=91?%Am G Nautilus ° m * * T R IL EC.Otlxa RaiRngSEOHcr Syelom cya/n r r••+ r Hurt r[snxo a cxcwccs,no coweurc EXPERT SHUTTER SERVICES INC. ,exa s.w, eaT, srs" 17-2aa SIONAL'��61'��, s . wcz. n ae a wumro s arzn Y: mur a..vc. urn P.E 5&V./StG1T((AR TE RnRnY. Ua. tl a,8i s,m ,o erm as.D. SLAT SPAN RANGE PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-T > 7-9' > 9'-12' > 12'-16' > 16'-20' RATING (Psi) Vx Vy Vx Vy Vx Vy Vz Vy Vx Vy Vx Vy Vx Vy Vz Vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 id 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-50 10 120 290 150 794 180 509 210 708 270 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 838 - - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - >121-140 552 280 960 350 7003 420 1612 490 1869 630 2039 635 - - - - >141-160 781 320 1186 400 1322 480 1873 560 1740 640 - - - - - - SLAT PERFORMANCE CHART Ib1 & IDi; fONLYVAuDFOR1R"SUP) SLAT PERFORMANCE CHART MI & IIDI: (ONLY VALID FOR I/4'SLIM MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE. A.S.D. DESIGN LOAD fOSD SLAT SLIP 118' AND fOHAGNENlAA)UMUMAAD.OE&IGN PRESSURE RATPIG(pafyANOSNUITER MOUN(OM1DIi10N F0ft iWtACNEN MOAAlUM0.GO0E61SNPHESSUNE MIWO(R&OANOSMVREA I.IOUNfCONORI0N i0A SHUTTERMO�ORWOODFRAMESWALLS. Yxd"STUDS. WSTALLATIONS W+0 SNRMa4PSPER DETALt BELOW MSTALARONSVAOSTOPM &1R8PEROETALP SEUOW AS PER LIMITATIONS ON DETAIL I CHART lb USEjbi CHART ICI CHART Ilbi: l CHART IICi ux N11YIM VWE oolml Rtmn. NO rmaM ARD tAW LAID INLUE A.^ use WAHA MItE fETmI i®IN[ AW LCANEAsn IDO USs UO.D IIALAE 918'0TAFCONXLANCHOR YM. SLAT SPAN 'LzNW.' (NL) 6N18'OTAPCONXLANCHOR INM•SIAT NSP��AN� . -- • (R) MAX SLAT SPAR •IAAX.' (fq p !BL SEPAwTro1 ro mDPosa To ENDS n sw p6) NEOFA am I P (P I REQUIRED -MAX. SLAT SPAR `Lwx.• (FV R01rt� IaM gpNpA, ro IA.9RwD ro D'u a 9A (A> o �R 1NmA NNL P"T NPme IaNDUR mg Lw1IaA 6UIDbIR !roK¢ w/ �3 •moA a w 0 SEG01 BANS Iva mart 4 NPma 0wy¢ rrnoe �iaRan w STORY BU5 wwn zas8 w waro zaa ♦ vmo x wo 30A • m-o• 100-0' 0-0' 1' e•- ; / e I z• 10A •• 4SP S3.0 •'• a0A ^• 9'-r r- t' aB 11 e'• 350 10- -O - a 0'-4'Y-J' 1' /0.0 •• IO'-0' Iw-O' 10'-0' r-S' i" 8 I V-J' 71-0' V-7' x'-W 1' a 1 8- 15A •'• IO'-0'... la'-0' la'-0' x"-Y i' �9 1 x'-p x'-C Y-V V-S* 1' a 1 C 50.0 •+ IV- 10'A' t0'-0 Y-0' I- T-T 7•4' x'-3' 6'-a' r 8 1/a' 550 r IV- 0' Iw-o" I 10'-0' e'-8' 1' 9 1 x' T'-T ]'-J" a0.0 �• 10'-0' t0'-0' ta'-0' S'-9' P a t ]' x'-]' T-J' V-3' SLAT PERFORMANCE CHART MI: (ONLY VALID FOR 1W SLIP) FARAGNENMWMINMAS D.OESIGN PINE84UPE MTNG fRaOANOSNUITERMOUNTCONOAIONFOR WSFAWTIONS W.A S1CRM BARS PER DETALO9ELOW CHART IIIbl USX mbl� CHART IIICi IQ fYII]Y wLLE R14pLI1w�AL AD lfwaN[ATA IG6 USE MwARA POSIM ASA IbL YlUK 5146.0 TAP CON XLANCHOR MIN. SLAT SPAN 'Lkw (R) A WyX�.S�,LA�T SPAN r.We.• (FTS rsnuED 16N 9F/AAlION ro IF.9a'BL To aIa CF suit (rP) Ras RAW :MN HI�r wlDIe Drao-a �NI wyq I�mlae emo-wlR�„ � a ° w 0 slDIa BNn wm z0.ws N-a MNa xorR ♦ 35.0 '• x'-0' Y-0' V'-2' 6'-! 1• 9 1 ' 40.0 6'-4' 6'-4' {I},0 r 6'-B' 8'-8' 6'-8' S'-lY I. a I/a- 50.0 6'-5• 6'-5' 6'-s" 5'-S' a, ' SSA'•• W-3' 6'-3' 6'-1' 5'-7' 1' a t/8• E0.0 r 6'-i' 8'-1' fi'-I' 5'-5• 4' 8 19' DETAIL 2 (ELEVATIOM SLAT PERFORMANCE CHART IV' (LESS THAN IV SLIP) FORAGNEIN 0.40. DESIGN LOAD (060. SNUImR MOUNT CONDITION INCLUDING ANCHOR TYPE AND FORIWA.A=NS M 81O1M RARE PER DU26ELOW WIEa TAPCON XLANCHOR I6E YAWE BE11w]SI PL9'104 iNAtUGAD HI x1fi lRGDId ASA AND LGAD USA. LOW YIUR MAX SLAT ft SLAT " SPAN SPAN m DESIGN �. Lxw L�OSIDN •�NOprtO"aW w/o sTWNN6 B Egg r�BOJtr WIN wO ME m r.maa wz RPmA to 30.1 • fi'-6' no '• V-]' a , r S'_I(F 5•-0' S•-x- g0,0 • W1D iLR DO 3J&-fIR-SOUM 0=1146) S)URERI T0E 12 (C 44%) SikM RNE-1911-91h (G 11M W D FOR DOMAS-FIR-SXIM (0A40) S]UDER4 FINE 12(0, •W e VIUD FOR SOIIHDNN4 ••. SLAT SPAN DERNTRON 4 INSTALLATION INTO WOOD FRAME STRUCTURES r j` Np.44167 . L6s InAaFI wNu fzaEn! Naew NNA Law6xx Asa tm LOU 1luc LLVL >XAT SPAT 'L1Pl• ua 9R SWI vL % IEW650 ro WOOD GRADE wso. 0ama (tL7, xT Bao•anr w o slaa Bvs eATFu fw9 I o r a MND ZawE wF0 IIME: .ma Z m I-5 4 SWTBERN FINE %2. 0-0,55) 60. C-5• 4'-Y V-0' Y s LJx" OWGIAS-RR-SOUTH (G-0.45) 60 ♦'-5' 4'-5" CE PINE-FIR-SBH (G=03fi 60 P-s' 4'-5' _wI I sfN� SLAT SPAN DEFINMON t DETAIL.) (ELEVATION) A N91E4 1. ABOVE WOICATED MA)(. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVALABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD 1: MOOD FRAAE \WALL TO M BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING CODE IN. NIIOh Vt,locttl BUR16Rtw ZotrP) R¢D Nautilus RPWngX6nffS,,43fOm oe/x♦/n CO Moa.NF EXPERT SHUTTER SERVICES INC. ac W.r a(+PFnl�uiviv 1526GmE;LIWRESTREET 1�_yN 21[cyGeNsam µ" PW V. LUUCE. Fl, Jf68:4 IMAwir 4 MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD (ps8 AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO VW WOOD STUD (SEE DETAIL 1 ON SHEET 20) W000 GRADE �1141y SLAT SPAN PANGS fMi O-0 N 4!-e SOUTHERN PINE 82 (G=OSS) s 30.0 6" 40 6' 50 6" 60 6- 000GLAS-FIR-SOUTH (G=0.46) s 30.0 6" 40 6" SPRUCE M NIR-SOUTH G=0 36 s 30.0 6` WALL MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE 4aaoma ran 0'1<4>> 4 b 5'> 5 M 641 6 b 7''> T Lo sr b10' SOUTHERN PINE #2 (0=0.55) s 30.0 6' 6" 6' 6" 6- 6" 40 6" 6` 6" s" 6` 4 3/4' 6o 6" 6" 6' S. 4 3/4- 3 1/2- 60 6' 6- 5 3 4" 5 1/4" 3 3/4` 3' OOUGLAS-MR-SOUTH (G=0A6) s 30.0 6' 6' 6' 6' 6" 6' 40 6" 6" 6' 5 1/4' 5 1/4- 4 1/4" PRME PINE -RR -SOUTH G=0.36 s 30.0 6" 6` 6" 6- 6' 5 1/4' BUILD -OUT MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 201 WOOD GRADE SLAT SPAN -4` >4-5 >5�' RANGE >5-T' >7 J" >6-1C: vuavel 4+n uonr r s 30.06"6- 6' 6- 6' 6'6"6'6` 6" 6' SOUTHERN PINE S2 406"6' 6' 6`s" 6"5"6' 6" 5 ) 4" 5 1/4" (G=0.55) 50 r 6' 6`6' 6'6- 6`6' 5 1/4" 5 1J4" 4' 4"60 6- 6' 6' 6'6.5 3/4` 5 3 4- a 4" 3"3"DOUGLAS-FIR-SOUTH s 30,0 6' 6` 6"'6" 6' 6' 6'6-6' 6' G=0.46) 406"6"6"6-6"5 1 2- 5 i 2- 5 1/2- 5 1/2' 4 1 2- 4 1/2- PRUCE FINE-Rfl-SOUTHs G=0.76 30.0 6" 6- 6' 6" 6" 6T 6" 6' 5 1/4- 5' *am MAX. SPAN FOR SLAT FOR A GWEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. MAXIM D. DESIGN STORM BAR SPACING (FT) PRESSURE RATING 9 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.567' 30.0 11'-0" 11'-0" it'-0" 11•_0" 11'-0" 11'-O" 11'-O" 71'-O" 11'-O" 11'-0" 35.0 11'-0" 11'-0" i V-O" I V-0" 11'-O" 11'-0" I V-O" 1 t'-O" 11'-0" 11'-0" 40.0 11'-O" 11'-0" 11'-O" 11'-0" 11'-O" 11'-O" 11'-O" 11'-0" 11'-O" I V-0" 45.0 11'-O" 11'-O" 11'-0" 11'-0" 11 •-0" 11'-0" i V-O" I V-O" 11'-O" 11'-0" 50.0 11770" 11'-0" 11'-0" 11'70" 71'-0" 11'-0" 11'-0" 11'-0 17'-O" 11'-0" 55.0 i V-0" 11'-O" 11'-O" 11'-O" 11'-O" i t'-O" 11'-O" 11'-O" 11 `-O" 11'-0" 60.0 71'-0" 11'-0" 11'-O" 11'-O" 11'-0" 11'-O" 11'-0" 11'-O" 11'-O" 65.0 11'-0" 11'-0" I1'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-O" • _ 70.0 11'-O" 11'-0" 11,-0" 11,-O" 11'-0" 11'-O" 11'-O" 11'-0" • 75.0 11'-O" 11'-0" 11,-0" 11'-0" 11'-O" t 1'-0" 1 t'-0 11'-p^ ♦ 80.0 11'-0" 11.-0" 11'-0" 17'-0" 11•_0" 111_01• Iv-0" 10'-10" s - - 85.0 11'-0.. 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'_0^ • _ _ _ 90.0 11'-0" 11'-0" 11'-O" 11'-O" 11'-O" 11'-O" - - - 95.0 i t'-O" 11'-O' 11'-O" 11'-O" 71'-0" 11'-O" - - - - 700.0 11'-0" 1 i'-D. 11'-O" 11,_O" 11'-O" - 105.0 11'-O" ii'-O" 11'-O" 11'-0" it'-O"110.0 11'-O" 11'-O" 11'_O" 11'-0" 10'-10"115.0 it'-O" 11'-O" 11'-O" 11'-0"120.0 11'-0" 11'-0 11.-0., 11'-O"125.0 t1'-O" 11'-O"11'-O"10'-SO"130.0 11'-O" 11'-O" 11'-0"135.0 is 11'-O" i i'-O" 1 V-O"140.0 11.-0..11'-0"11'-O"145.0 11'-0" 11'-O" 10'-11"150.0 11'-0" 11'-0"155.0 11'-0" 11'-0"160.0 11'-O" 11'-0" 06 ** 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. j THIS REGION IS ONLY VALID FOR INSTALLATIONS WJ 2 OR MORE STORM BARS PER SHUTTER. FLORIDA MIMING MOE STORM BAR SPACING "a' (Br) amaR Wts�Bo 2' 2.867' 1 3' 3.5' 4' 4.5' S' 5.5' 8' 8.887' Was BCA ABDD I AB.DD AA.Do ABCD &RICID ABDO AB.CD A.BC,D ABCD 300 CD AB.C.D I A.B.CD ABCD AB.C.D ABC.D ABCD AlIsclo ABc,D ABCD 400 BC.D AB.C.D I AB.C.0 AB.C,D ABCD AB D AD,CA ARICco AACD ABlem 450 ABICA AR.C.D ABCD CD &BICA A CD BCD AB.C.D ABCD A.B.0 BOA ABCD ABCD ABCD ABCD ABCD AB.C.0 AB.CO AB.C.D A.B.C.D C WD XBX.D ABDA ABCD ABCD ABCD BCA AB.C.D AB.CD AB.0 ABC 500 A.8,CD AB.CO AB.C,O AD.CA AB.C.D AD.CD ABCD ABC ABC AB.O SSA BCD "'Op ABCD AACM ABCD AB.CA ABC A.BC AB,C &B TOA AecD BCO ADCD ABCD ABCD B.0 ABC ABD B A BCO BCO CO ABCD ABCDAMC BC AB A A BCD ABCD AB.L.D BC.D BC AB.0 9.0 A A A BCO 8 0 BCD BC.D BC ABC B A A A ABCD B. D BCD ABC BC ABC A A A A B C0 ABCD AB.0 D AB.0 ABC S A A A A ABCD D ABCD ABC B.0 A A A A A ABCD CO ABC BC AB A A A A ABCD a 0 BC BC A A A A A A ABCD B D ABC ABC A A A A A A BCD EIXS.�D ABC ABC AD A A A A A A B.CD ABC BC A A A A A A A B D BC ABC A A A A A A A AB. D S.0 AB.0 A A A A A A AB.C.D BC AB A A A A A A0 AB.C.D AB.0 AB A A A A A0 BC BC A A A A A A0 BCAA A A0 B C B A A A A I A - - - I ANCHORSTYPELEGEND A 3/8'. CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* h 5' Min. THICK POURED CONCRETE (1'c - 3000 psi) B 3/8'as1 1/4' POWERS CALK -IN ANCHORS W/ 1 1/4" Min. EMBEDMENT* TO POURED CONCRETE (I'c = 3000 psi) k 3/9'D-I6 MACHINE SCREWS C 1/6'ex3/4" ALL POINTS SOUR -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (1'c s 3000 psi) is 1/C0-20. 18-8 STAINLESS STEEL MACHINE SCREWS D 5/160 NW/BURDEX TAPCON ANCHORS W/ 2 1/4' Mtn. EMBEDMENT* TO POURED CONCRETE (Yc - 2899 psi) Is EMBEDMENT IS BEYOND ANY FI.00R / CEIUNC FINISH mmus am tan STORM BAR SPACING "a" (FT) 2' 2.607' 3' 4' 4.5' S' 5.5' 6' 6.687' JOA BCD BC" BCO ABC" aC.O BC.D AB.0 BD ABC 35a BCD BCD BCOAB .CD B BC BC 0.BC B A 4Q0 BC.D AB.CD B.CD BC BC ABC A A A 400 ABCD B.CD ABCD IA ABC B.0 A A A A S00 ABCD BCO BLO BC A A A A A 5" BEO B.CD ABC A A A A A A 500 ABCD C ABC A A A A A A 65.0 ",CD AB.0 BC A A A A A A WA B.CD AB.0 AB. A A A A A 700 ABCD BC A A A A A - - WA AB.E AB A A A A A - - MID B C A A A A A A WA I &B.0 I A I A A A A 95.0 I ABC I A I A A A A - - - - 1000 B.0 A I A I A A - - - - - 105.0 AB A I A I A A - 1100 A A A I A- 1150 A A A A - - - - - - 120A A A A A - - - - - - 125.0 A A A - - - - - - - 130A A A A - - - - - - - 1354 A A A - - - - - - - 140.0 A A A - - - - - - - 145A A A A 1500 A A - - - - - - - - I= A A 160.0 SCHEDULEta FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.t.), & A MAX. MULLION SPACING (ft) 4 SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & A MAX. MULLION SPACING (FT)' 6m 9AANG (�) IiIAUDN (N p MAXIMUM MULLION SPAN (M W8 M M (D�3� 1NttWI�Y N% MAXIMUM MULLION SPAN (rn ©4A61)/4'MUW0N O( 4k8'AIW MULLION Gi 4Yh114• THICR(3R• FLANGE) MULLION ©4'ffiY7/4'MULLI0N Gi 4'k8'xI14'MULUON K G7 FLANGE 0.' AM 01 WWA=N 02 ( OPIFMAMN 1 OMLMAMIN 02 ORIWATON 1 Of6FMAMM 1 () p Al /1 0WFIrtA1pN ] OMENIMON 1 ORIJ1fA)ION Fl ORIFMAMIN 12 (Q END INRR0R END D2IER00. m mfEWOR D:D IWO60'L ENo END 0DD110R GO RVE/OOR DO 0AE9DR END INTEMOR EMS CVIERON ENO MDBQ9 ]DO 20'-0• ]'-10" 9'-8 )'-] 12'-0• 9'-V 10'-Y B -0' 12'-B• 1•-6' 7'-6- lY-B• ]DO 20'-0' T-10 P-6' J•N• 12'-0• 9'-{ 10'-J 6'-0• 12'-6• 7-6 12'-0- ]6A T-4' 6'-9" IT-5' 8•-1. 10•-0" )•-]" 13'-6' 8•-11' 6•-11' 1Y-6" 36-0 20•-�0' 7•-4- 9'-3" 6-9• 11•-5" e•-%- 1B-0' >•-J' 11•-6' 6•-11' 1Y-0- l0A SD•-0' 6'-10• 6'-10• 5'-4' 10•-11• 6'-1" 9•-J• >•-3• 12'-6' B•-S 6'-6' 13'-6' 40A 30'-0' 6'-10' 0'-10' 6 -4' 10-11' B'-1' 9'-Y Y-J' 12'-0' 6'-6' fY-0" 45A 10'-0' 6'-6' S•-e• 10'-6' Y-8" 9'-3• 6'-11• IY-S' Y-11• r-21 12'-6' 45.0 20•-0' 6•-8" B•-6' 61-1. 10•-6• Y-5' 9'-3" 6'-11• I2•-6' 6•-1" tY-0' BAO 20'-0' 6'-2- 8'-Y 6'-0' 9'-11' T-4• 6'-11' 6•-]• IY-6• J'-4- S'-11' 12•-8• SILO SO•-0" 8'-1' 6'-]' 6'-0' 10'-2' T-l' 0'-11' 6'-3' 1'2•-5- S•-11• IT-6- BBA 20'-0• B•-11• )'-11• !'-9• 9'-0• B'-S' 6•-]• 5'-]• 12•-l' 6•-8• Y-]' 12'-6• 58A ]0•-0' T-11• Y-11• 5•-9• 9•-Iw Y-0' B'-T 4'-10' 12'-4- S•-)• 12'-0' 40.0 19'-3' S•-9' T-9' 5'-5. S'-6' 6'-4' 6-8' B'-]' 12'-0' 6•-4' S•-6' 1]•-6" 60.O 19'-5' S•-9' )•-9• 5'-B" 9•-8' 6'-,0' 6•-6" {•-6• 12•-D' r-6• 12--6' 6}O f8'-4- S'-9 7'-9' S-P 61-P 6'-C 8'-4• 6'-2 it'-16• 6•-4- B-6 IQ'-6" 63A 18•-4' 61-9 )'-V S-4' V.?* T-IT 6•-!' 4'-0' 11'-10• —f 5•-6 IT-8' ]OA T-4- S-9• )'-6" 5•-4' 8•-Y• B-]' 6'-Y 6•-2' W-9' 8•-3' s-8 12'-V m IT-4" 5•-9' Y-e' S-C 9'-6' 6-10' 8'-4• {'- l•-9' S•-6 12'-6" AO ib'-6' S. >'-)' S'-4' 8'-0" B'-0' °'-0• 5'-3" 11'-i' 6'-3' S•-6 12-5• )BA IB'-6' S-9' )'-)' }'-{• 9'-!' 8'-10" 8'-J' 4'-8' 11'-)' S'-8 12'-S' FAA IT-9• 5'-8' >'-Y 5•-4' Y-10' 6'-J' T-f0' B'-2' 11'-d' 6'-S !'-6 12'-4' 60A IS'-0' S'-9' )'-0' S'-4' 9'-O 6'-10' B'-]" 4'-8• 11•-8' 5'-6 1Y-4- 650 IS-9' 6•-9' >'-]' S•-4• Y-9' 6•-0• T-9' 6'-1' 1 1'-r e1-3' 6•-6 12'-] 66A 19'-0' S•-9' )'-)' S•-4' 9'-3" 8•-10' 8'-]' l'-B' '-6' S'-6 1Y-] OOA Il'-1' S'-)0• Y-]' S'-T J'-9' 8•-4" J•-9' 6•-0" 11•-9• 6'-4• 5'-7 12'-0 WA 14'-2• 5'-10• ]'-)' 1 S•-5' 9'-3' S.-I" V-3. 41-10" 11'-5' 6•-7 1Y-3 95A 1]'-5• 5•-Wr7--7- S•-6' 7-0 6-5 7-9 6'-4' T --v S-5 Y-8 lY-] m 1]•-5' S-10- )-) 5'-6• 9'-3' 6'-11' B'-J' 4'-11' 11'-5• 5'-S 1Y-3 100.0 12'-B' S•-11' T-]• T•-9' 6'-6' J'-9' 6'-{' 11'-5' 6'-8' S'-9 IS'-0 t00A 13'-9' S'-11' J'-]' !'-J' 9'-J' ]'-0' B'-3' 6•-0' 11'-S' 6'-8 11'-] 105A 12'-2' 6'-0' 5'-]• Y-9' 8'-]' T-9' 6'-5' 'v-5' 6•-Y 5'-9 12'-3 1p50 1]'-]• 6'-0' ]•-]' Y-)• 9'-J' T-1' S•-2' S'-1' 21'-S' INA It•-]' 6•-w• 5•-6' J•-9• B•-8• Y-9" 6•-e' 11•-5• B•-B" 5'-10" 12'-3 110A 11•-Y 6•-w )•-)' Y-5' 9•-]" Y-2- 6•-J• Y-J' 11'-5' T-10' 11•-3 IiBD II'-1' S'-1'' S'-1. T-9' 6'-1. Y-9" 6•-T I1'-5• 6'-9" 5'-11' 12'-] 11m II' -I" 6-1• T-Y 5'-V 9'-1. T-2' S•-l- 5'-{' 1T-S Y-11' W-] 130A 10•-S' 6'-I'" 5'-9' Y-9' C-10• T-9" 8•-1' I1'-}' 6'-10• 6'-0' 12'-3 I= 1V-5' 6•-1• T-6• 5'-9' 9'-l" T-]' r-2' 5'-5' W-S" e'-0" IY-J 1250 f0'-3' S'-]'' S'-f0' J'-10' Y-0' )-BO' 6'-1.11•-5• Y-0• 6'-1' I2'-] I= 10•-2• 6'-]' )'-)" S'-10'fl2--3'Y-4' 8'-J" 6-9" 11'-5• 6'-1• 12'-3 9'-10' 6'-]'• J'-10' T-9" Y-0' Y-9' T-9• 11--5• Y-0" 6'-1' 1]'-J 1=0 9'-Iw 6•-]- Y-T 5•-10•'B'-]' 6'-9'''''13'-6 9'-w 8'-4'" 5'-11• ]'-10• T-2' )'-10' 8-10' 11'-5• ]'-2'1>m 9'-5'6'-{' )'-0' S'-11'Y-5' 8'-0' 6'-10' f" 6'-0' ]'-10• T-]' J'-10- 6'-11' 11'-5' Y-]' fi'-S' 13'-] 140.0 9'-1•'')•-)" 6•-0- r-6' S•-]" f'-11- 11'-5• 6'-]•' 6'-0' J'-9• Y-4' ]-9' 6-11' 11'-5' Y-4' 6'-J' 13'-] 146A 5'-IO' 8'-5' J'-0' 6'-0Y-6' 8'-]' F-11 11'-5' 6•-3' 12'-]6'-6' S-6'' 6'')'-9' Y-5' )-9' Y-0' t1'-5' Y-6 6'-4' 12'-J ISOA 6'-C 6'-8' >'-)• 8'-1' )'-T 8'-]' ]•-o. IY-S'6 1Y-] '-B'e'-J'" 6'-2" ]•-9• -J' 7'-9' T-2' W-5- Y-)' 8'-8' 1'-3 160.0 •-0' 6'-0' 7'-6" 6-3' 8'-0' IUWON MULLION SPACING: "S" . MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, Nautilus I P-'Bri 'ry ` IL E.COINC. RolllegsAuNersymom m�Cl] 1 EXPERT SHUTTER SERVICES INC. {. '�' Q 3� nun)tsrlx9 6 Lxnmt6Rix0 cox6Axr "y�`]ly 1 Li2 ww w+n n auu .won n v,u 1826 S.W. Ot 3 '� �AL 6�` ILtIt � 'tt nN�^9exc�m' �•1R, 90R) 5l. 9°L NB6l R 84 I J-244 L EN Iil D9-om6]ro w x, t J49-W4 . ru (nn m, am ou q w "' BB P.E. 6W./SIOxAiURE/DA)E NRO�RAAALr2 sitai y. wur 24 n26 SCHEDULEI6 FLOOR TO CEILING(RAPPED) MOUNTING MAX. SPANIRIFORENOANDINTERIORMULUONS FORAGNEN AS D. DESIGN PRESSURE RATING (Pa.0 & A 12.4P MAX. MULLION SPACING (R) ©4' SNIlb'MULLION I G1 4'XBXfl4' MULLION '©4x"14' SCHEDULE IV (LIMITED LOAD MULLION SPACING S SPAN INSTALLATION) FLOOR TO CEILING RPAPPEO! MOUNTED MAX. SPAN III) FOR ENO & INTERIOR MULLIONS FORA GIVEN ASO DESIGN PRE SUREi IIANDFOR 17-0 (GASE 11 &W'(CgNts ip &III MAX MULLION SPACING IRI' B6Wu1A01 �1 &allo (P.L) (M11 MAXIMUM MULLION SPAN (m G 4']SY111'THICK MULIJON G1) 4-W.114'THICK IAULU011 W TTT2IN'THIO( I.IULUGN 11 at IDA •nw II at 11 klt rof 1 (e)t H kit (rot 9]m w1BR1w Do PXrnnR 1mD9oR Dm wlmmR 30.0 Ix•-9• lr-B• it-5• 1r-e• ix'-0• - W-0• SSO 12'-0• 1]'-e tr-e• W-tt• 12'-8' W-0• 100 12•-0' @'-e' 11'-&' If'-.' 12•-e• - W-0• NO 13'-9• - IT'-S' 10'-11 Ix'-e• - 11'-0• ugl 06B 12'-0• 12'-0• IV• 10'-T' 12'-8' - 11'-0• O&0 12•-0' 11-8• 9•-IW 10'-Y 1Y-e• tY-Y e9A li•-0• II'-C V-5• 9•-I1• 12•-4• xD.S 8'-9• - 1r-9• Q'-9' 1.=6 IT'-B' IT'-5' 12-V 12'-1' �T E'- W-0' .9A Y-P 1]•-e• 12'-5• I2'-8' 1]'-8- - 11'-0' NO 8'-0• - fx'-e• 12'_6 1]'-e• 12'-8' ugL 40A &'-0' - 12'-e' 12'-8' 1]=1• 2'-9• - fY-0• W-6• 11'-B' 11'-8 e0A e'-0' 12'-2• Ir-Y It'-.• 12'-2• 11 J00 8'b 9'-0' 9'-0 9'-0' B'-0 - 9•-0• 9'-0' 9'-0' 0'-0' .&A 9'-0' 9'-9• 9•-B' 9'-0• SOA e'-0• 9'-Y 9•-0' 9'-0• 9'-0• 9'-0• &SO e'-0• I.,. 9'-0' 9'-B' 9'-Y 0'b' 00.0 e'-0" - V 9'-0' 9•-0• 9•-0- W-V 9'-0' LAYD 6t0 e'-0' 9'-0' B'-0' ff-W WA 8'-0' - 9'-0' B•-0• 8'-B• • 9'-0' - H'A' e5A '-4• - '-9• 9•-B• • ' - s'-9• BOA 0'-0' B'-0' 8_Y • ]'�9' V$ - • 9, 'NOTE: USE 94Y IF ANCHOR CONSISTS OF HILT, INC HUSH SCREW OR POWER FASTENERS, WEGGE410LTANCHCR SEE SCHEDULES 1 A 20NSHEET 10A SCHEOULE2b WALLMOUNTTNG MAXT SPAN ITT) FOR ENDAND INTERIOR MULLIONS FORAGNENAS.D. DESIGN PRESSURE RATING (PS F.1. & A 17-0' MAX. MULLION SPACING (FT)' • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF,PRt P.E SEAL/SIGNATURE/DATE SCHEOULE2p' ILRdRED LOAD. MULLION SPACING& SPAN INSTALLATION( WAL MOUNTED MAX' SP ❑ & INTRRIORMULMUNS FORA01wN A5D. DESIGN PRESSURE RATING IRsf1) AND FOR 17(CASE 1)&V-0(CASE III MAX. MULLION SPACING (R) • 1aBtlx9a rA� 1tR YMAIA�0.ai MAXIMUM MULLION SPPN VT) G 1'261U/'THICK ML&LION G7 4S5'x11/'THICK MULLION W 2'xTXIW THICK MULUON mA®a (N' v1 /� kit 1 (0)t P Fit U kDt I (0)1 11 14t (D)t QO MrERga 041 4 ..OR 91R = P9 MfDEMI JOA 13'-0- W-4• A'-8• 1]'-e• lz- ]SO IY-0' 17-e• 1]'-e• n•-ll' u'-e• u•_9• MA lx'-O• 1]•-9• IP-e' Il'-P 17-e• Il'-0• 410 12'-0• - 1]'-5' W-I l' W-11' I]'-e' GQ r &1A 12'-0• II'-e• 9'-10' 17-Y 1Y-9' 9'-Y B•-11' 1]'-e' 309 B'-0' e'-0' 910' 9'-0' 9'-0' YA 9'-9' 9•-0' 9'-0' 9'-0' P-B' 91- 9•-0• 9'- 9'-W 9' 9•-0 9'-W 9'-9• e0 WA 9'-0' 9'-0' 9'-0' 9'-0- 9'-Y OOA 4._0. _ 9._0. 9-0. V q._A. Gl4R W-W AO B'-9• - 9'-0• 9•-0' 9'-0' 9'-0' - B'-C 40A e•-0• 9'-0' 9'-0' 9'-0• B'-Y B50 8'-0' 9'-0' 9'-0• 9'-0' V' G 2017 %MCC ttM ft ` Nautilus f RB2Lng SpBNerSyStem m/x./f] SHUTTER SERVICES INC. 1„R WS sn. mlN sP[ET 17-244 KIM ST. WDO. I'L 349e4 W wi . sxIV 95 a]B SCHEDULE tc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (III) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (ps.(J; & A T-0" MAX. MULLION SPACING (ft)' SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING'(P.S.F.). & ANDT-0" MAX. MULLION SPACING (FT) MAXIMUM MULLION SPAN IT) MAXIMUM MULLION SPAN" pmO1 ©4'x6-XI14-MULLION @ 4115'k1/4'MULLION ® Vxrm P THICK rA' FLANGE) MIILUON 091 I�f8101211A b1=14 ©4•a6'XI/4'MULLION Oi 4'XB'id14'MULUON G2 64THICK la 07AlN' _ [W) ( (N a AW /1 M MARON 2 ORIIXIARON 1 0UWAaON e2 011EMANO.Y 1 MWARON 03 ORRNtA N 1 DRIEJRAIIIN 1 ]ION 1 ORUMAM e2 CfnENIAOq'I 2 WRR10R ENO MRRMR ENO aRWOR M a R ENO FND LYtDAR m aRAAR END IME260R IIYIERIOR ENO 6YIWCQ Elm D2IERNR JOA ]'-0'' 6' 2'-8' t]'-6' it'-8' 1T-B' 11'-a' 13'-a' 11'-9' I]'-e' 13'b' )'-0' 13'-8' 2'b' 12'-8' 1Y-6' 13'-e2'-0' tt-6' 11'-8' 1T'-6'T-0'' 6• lY-6' 1Y-6• 12•-8' 1Y-0' IV-6' 12--r IT-8• 12'-8• 1T-a' ]'-0' 12'-8' T-6' 11'-0' lY-6• IT-r tY-6• 12'b' lr' IYY-0'a- e' 12'-6' 12'b' 11•-5• 12'-e' IV-6' 11'-B' IT-5• 12'-6' 11'-a' '-0' IY-a• IV-6' IT-6- I '-0' ' IS' -a' 1]'-e• 1Yb' IV-8' 1Y-6•T-U'6' 0• IS'-8' IV-6• IY-a' IT-5' I2'-6• 1Y-6' 1Y-6• IT-6' IT-r J'-D' Y-6• V-0• 1''1]'-5' 12'-6• tY-5• 12' ' IV-8' IV-6•80.0 Y-O•e' F2- T 1]'-0' @'-r 1T-6'U'-6' 12'-6' 12•b• IY-6• IT-6• IT-8• J'-0- 1Y-6- 11'-r 1Y-8' 1Y-a' r�:A= W-9' IT-5• 1]'- 12'-V IY-6'M5 J•-0'• 3' tY-6• 12'-8' 12'-0' IV-V 12.-r IV -a• tY-6' IT -a• 1]-e• 9'-0• IV-e' 11'-r S-0• IV -a• • IV_r 12'-B' 12'-6• tY-6• IV-6' 080 )'-0'' H' ' tY-6' II'-11' 1Y-8' 12'-a' 12'-8' t2'-a' 11'-8' J'-o' 11'-6' Iw_ • IY-a• 12'-b' ' 11'-Il' IT-5' IT-8' 1T-8' 11-6'0.T0 T-0'6' 8' 12'-I' @'-6' IS'_6' 11'-J' I2'-8' R'-8' 12'-8' I1'-fi' 12'-8• J'-r 12'-6• I -8• 1Y-1' I3'-e' ' Il'-0' 11'-8' 11'-0' 12'-8' IY-6' AA Y-D'8' 5• 11'-r 12•-6• I2'-V 11'-Y 12'-8• 12'-0' tV-r 1Y-0• 13'-a' V-0' - W'-5• W-0' IT-O' • tt'-3• 1]'-0' 12'-5' IT-6• 1Y-6• T-0•l' 2• I 10'-11' 12'-V 12'b' 11'b' I'-11' 12-6' t3'b' ix'-6' 11'-6' '-0' 11'-I' IO'-3' 10•-11• 12'-r ' F1'-0' 11•- ' tY-6' IT-6• 12'-6• �A 10'-6' t3'-a• @'-8' 10'-10' 11-r lx'-8' IV-8• i1'-11' IT'-r J'-0' 1'-6' 9•-11' IV-6' IY-.' • IV-f0• 11'-r tT-r 11•-1P IV-6' 80.0 l'-0'B'11' )'-0' 10'd' '-1' 11'-e' 10'-J' IV-0' IY-6' 11'-0' tt'J' 11'-6' 7'-0' 1'-' 9'-B' tp'-3' IV-1' ' 10'-0' II'-0' IS'-e' f'b' 1Y-6' e}0 Y-0• II-0'9' 9--to, It'-1O' 1Y-5• f0_Y Iw_r IV-6' 1]'-Y IO'-10' 12•-6' T-0• Iff-9• V-J' '-10' 11'-10' I]•-5' 10•-Y 0'-B' 11'-6• 1C-tp' IS=8' A.0 10'-J•]• 10'-V' 9'-V 11'-Y 11•-11' f0'-T IO'-4' lYb• 11'-9' 10'-r 13'-6' >'-0' IT-r Y-5• Y-8• W-]' 11'-II• 10•-21 10'-O 13'-e' 10'-5' 12'-8' 06A 100.0 >•-0' )'-D' 9-f0'' 9'-J' 11'-5' 11'-B' t0'-0' 0'-1' 1Y-8' 11'-5' 10'-i' 1Y-0' >'-0' V-IW --r 9'-0• W-5. %"-r lw-0 10•-1• YY-8• 10'-1• tY-r IOBA Y-D• 9'-8•Y9'-i•W-3.W-2- 9'-1P V-10• 12'b' 11'-1' 9'-8' 1Y-6' T-0' tY-e' 9'-1• 9'-Y Il'-J' It'-T' B'-10' 9'-10' R'-r 9'-V 1Y-8• 9'-3'-11' 0'-10• tt'-1' 1A-10• 9•9' 9-J' 12-6' 17-P 9'-1.12'-8' J'-0' 9'-0• e'-11' w_IV` 11'-1• IV-f0• 9-9' 9•-J' IV-6• 9'-5' 12'-6' flu I," ]'-0• )'-0' 9'-0•-10• a'-J' f0_11' 10'->' 9'-Y 1 9'-. IT-0• tw• r 9--1• 12'-5' I= '-0' 9'-0' 8'-10' B'-)' IV-Ir IV-7- V-J' 9•-5' 12-e• B-1' 12'-9' 8'-9" 8-5 1 0-0 V_r 12b• 10-V 9--10' 12-6• Y-0• 6-9' V_V B-5• IVV IS-3 9-5• V-3 12'-6 9-10• lY-6IA 15 B-Y ] 103 'V-J' '1 91' 8-J' IY-8' J'-0• Y-61 8'-r C-T 0-1• 1D'-0• V-4• 0'-1' 2-6 0-7• 1Y-6' p -9 1' 1Yb' B-9' B'-25'' IT-8 ''g-4 -006 '-2 B-11 12 1Y-6 ' 1 Y-0 - e4 Yb• 10-.• Y-J 9•-1- Bb IV-6• 0-8' e-] a-4 -r 10-4 9- _t -0'0 12'- 8'-Y lY-6• I= 8'-0' Y-3• Y-J• 10'-1' 9'-4' B'-0' M-J' 12'-a' 9•-4' B'-0' 13'-6' Y-0' V_,. 6'-3' Y-J' IV-Y V-4• Y-0• w_r IT -a• 0'b• IT -a' 144U)taOA Y-0' ]'-5' 9'-9' 0'-1' e'-ip• 12'-a• 0'-1' 7'-10' 1Y-8' IH.OJ'-6• J'-10' 8'-x' J'-a• 9' J•b• 1Y6 2-' 981 VB'--68' e6'--4]'' 1121''b-5'' 1t2x''--6 i Y-0' i 7'-8' 0'-1' -5' 9-Y B'-•I0 8-r 1Y-r V-9• 7'-8' 9-0' '-0ID' )7''--6'' 6' T- BA Y-' ]- -I i' Y 2' 7'-5' 12'-8' taOA )-0' )-4' e'-1D a e-7" 6-1 IY-Y e- IULUON MULLION SPACING: "S" . MAXIMUM MULLION SPACING SHALL BE SUCH THAT.MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MUWON ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. ' _,f NA .V`:I R.OMIA BUILDING CODE (Non High Velocity BuAlcom Zone) fit = 020t1 To= NG Nautilus er 6 a� • �` IL E C O EMt. ROBIAgShONarSyafmn a/Ta/n EXPERT SHUTTER SERVICES INC. oAR rI Nt1A RsnNc a wcaaRlNa can.xr u�. ou. s.. wm w>a ra mr. n vaa I626 Sw. ennwNE s 18- 17-244 1 �lmpn-16N sn.Sxs»n-151t PoM Bt. EUOIE It. J.96a y -�DNAL rL\•611111 _ �t °el"' wac imet vrwma . ru ml n.-mv vuwew x. MµRw A NUI71 P.0 SFAL E/DA2E 11DWY I>< 1.67 sNm 26 a n