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Home My WebLink AboutProduct Approval 1/4/2018 Florida Building Code Online �r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map ! Links { Search di da !',d Product Approval USER:Public User ]rr1VtC'ng Product Aooroval Menu>Product or Aoolication Search>Application List JUN 1 20Search Criteria Refine Search ST. Lucie Countyr P Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results- A plications FL# Tvue Manufacturer ^ Validated By Status _.). .._,__i FL12246-R4 Revision I Expert Shutter Services,Inc. 1 John Henry Kampmann Jr. ;Approved ; History Category: Shutters '(941)922-3854 j Subcategory: Roll-up -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::260f Blair Stone Road,Tallahassee FL 32399 Phone:850-4a7-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section _ 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., _ please click here. Product Approval Accepts: 0 W®ER E Creciit`Card Uj "Safe LL https:/Ifloridabuilding.org/pr/pr�_app_lst.aspx 111 2ENE86L fiQTES• 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE PECQMMEFNDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1,NAUF#LUS ROLUKG SHUriER SYSTEM SHOWN ON iNLS PROB £'Jtt.UATiON DOGUhtENT tA.£,0}HIS 8££N 0.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. mus FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 6th EDIP.ON OF THE FW IDA BUAJANC CODE. -3/8'9xl 1/4'CALK-INS MANUFACNREO BY POWER FASTENERS.INC. NAUTILUS ROILING SWITCH SYSTEM SHALL NOT BE IMAM AT HIGH VELOCITY HURRICANE ZONES(MIAMI-OADE -11/4"94/4"$DUD-5ET MANUFACTURED BY ALL POW,1140. /SWARD CCUND£S). - -3/8.9 KMK BOLT TZ MANUFACTURED BY HVI.INC. GESGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. -5/16.0 TAPCON MANUFACTURED BY RTW BUIDEX.INC FOR A BASIC WING SpCEG AS REQUIRED BY TOE JURSOl1:WN WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACMD.FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A D#RECTIONRAY FACTOR Kd-ODI:USIt G ASCE 7-10 FOR INSTALLATIONS UNDO?1017 FRC EDGE DISTANCE AND EAIBEDM.ENTS ARE BEYOND ANY FINISH.MAIMIAL. AND SHALL NOT C(CEED THE MAXIBUM(A.S.O.)OESIGNIPR�SSURINS E RATMOICIGED Of SHETIS 15 TRAIN 18�Gc;I0 TNR1A 28, EMaEOMEJTT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 CROUP FILLED OR SNAIL BE FOIST REDUCEO TO-ASG).DESIGN WIND LOADS BY MULTIPLYING TN£M SY 0>5 IN ORDER TO ANCHOR SPACING 4 IBM EDGE DISTANCE O t007C CONCRETE CONCRETE BLOCK TO COMPARE THESE WJ MAX. (AS.0)DESIGN PRESSURE RATINGS INDICATES ON SHEETS 15 THRU 18 6 20 DNRU 28. 3/8buf 114`CALL(-IN 3 3/4' 4 1/2' 1 1/4"{3000 Psi) NOT AUJA O 2.IN ORDER TO VERIFY THAT COMPONENTS ACID ANCHORS ON TNltS.P.E.O.AS TESTED WERE NOT OVER STRESSED. 1/6-0 K SOLID-SET 3' J" 1/2' (.SOD 10 NOT ALL40WU A 33%INCREASE IN ALLOWABLE W9S FOR WIND LOADS WAS I ff USED IN THEIR ANALYSIS.FASTENERS '�"a ttYAK,BOLT.TZ B" 4' 2 2 j2'(3000 9sA NOT NOT ALD SpACNNt'6 0 WOOD HAVE BEEN ERMINED M ACCORDANCE WT N.D.S.2015. 5,/18'9 tAPC�I.XL 3 3/4" S 1/8^ T t/4'(2889 PsU NOT ALLOWED NAUTILUS ROLLING SHUTTER SYS1Efd'S ADEGU=FOR IMPACT ANO CYCLIC RESISTANCE HAS'SEEN VERIFIED IN 10.ANCHORS REOUIRED FOR MULLION CONNECTION'S SHALL Of AS SPECIFIED ON APPLICABLE.SECTIONS SHOWN 011 SHEETS 70. ALCDROANOE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERSGMi TEST'I.AS OF SOUR1 TOA;11;�ItA,€2, 129, l3 NY s3A FLORIDA REPORT 103001-TOB AS PER ASTM E 198g6-03 E CEEB-09 AND£330 STANDAAtDS,.4UALiFYING" INSTALiA7tONS FOF WINO 20M 1,2,3#k 4.MISSA.E TYPED AND ONLY APPLICABLE TO SAM PROTECTION -KW 0.OLT TZ EXPANSION ANCHOR MANUFACTURED BY'HI.TI,INC. LNSTALLATKRNS.AS DEFINED BY SECTIONS 6.1.1.f,6AI;2'AND 8,7-0F ASTM E 1986 SCE SHIM 19&.20 -HUS-H SCREW ANCHOR MANUFACTURED 6f HIM INC,. FOR ADOMONAL LIMITATIONS, -WEDGE-1901.1 ANCHOR KANvFACTURED BY POWER FASTENERS,INC. J,ALL ALUMINUM EXTRUSIONS SHALL BE 6063-76 ALLOY(UNLESS OTHERWISE NOTES).SEE SHEET 2, MINIMUM EDGE DISTANCE AND,SPACINO FOR ABOVE MENTIONED ANCHORS SNAIL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, 4.ALL SCR Y�(EXCEPT ENO REM"ON Q)TO BE STAINLESS STEEL 304 OR 316 SERIES WTD(50 kF( £OCE OISTANCE AND ElABEDUENTS ARE BEYOND ANY FINISH MATERIA- � EMBEDMENT O IOOX YIELD SIR£Et.NGrH AND SO W TENSILE SEMEN 4R CORROSIION RESISTANT COATED CARBON STEEL AS PER ON GROUT FILLED OR 50018.ALL S.O.S.ARE TEK SCREWS MANUFACTURED BY DW BUILDEX 6 SHALL COMPLY W/FLORMA BUILDING ANCHOR SPACING 0 700% EDGE DISTANCE 0 10D% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3J410 KWIK.SOLT TZ 27" 8' 4 3/4'(3000 psi) NOT A1.LOAAEO S.BOLTS TO BE ASTM A-3D7,GALkANITED OR Art 304 OR 316 SERIES STAINLESS STEEL,WITH 36 SW MINIMUM 1J2•e KtAt3t BOLT TZ 22 1J2' 7 1/2' 3 1/4"(3000 FSC) NGT ALLO'Aib Yt£LD STRENGTH. 3/6'0 KWIK BOLT TZ S. 4 3/8' 2'(TODD p } HOT ALLOKI) 3/8-0 HUNS-H SCREW 4', 5' 2"(3000 PSO HOT ALLOWED 5.NAUTILUS ROVING SHUTTER SYSTEM BEARS U.S.PATENTS MD95,228 AND x7,40%980. 3/8"0 WEDGE-BOLT 4 1/2' 4 112` 2 1/2�(3000 PSI) NOT ALLOWED ED 7. ANCHORS TD WALL FOR@SIDE RAIL SWU.L 8E-AS FOLLOWS: Sl o HJSf ij OOR 0=nT 7 1%2' 7 /2' 2 112 i�psll h�U WM (A)TO EXISTING POURED CONCRETE MIN,3000 g.TLI.COMPRESSIVE STRENGTH. 12.THE fNSTAI.LA=j C6MRACTOR IS TO SEAL/CAULK ANI.PWDUCT COMPONENT EDGES WHICH REMAIN IN CONTI NUOUS CONTACT Wilts THE HUIUDING -5/16'9 TAPCON XL ANCHORS AS MANUFACTURED BY#TW BUILOEX,INC- TO PREVENT WIND~INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FLU LENOTK -3/8`9 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY 101.21.INC. 12.N SHALL BE THE RESPONSIBILITY OF THE CONiRACIOR 10 VMFY THE SOUNDNESS OF THE STRUCIVRE WHERC PRODUCT NS TO BE ATTACHED TO A,2)MINIMUM EMBESMENT INTO POURED CONCRETE SHALL�RE. INSURE PROPER ANCHORAGE.INS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD MME BUILDINGS 2 1/4'FOR vw.TAPCON ISL ANCHORS 3:2�_✓�2 FOR 31x.0 KVK BOLT 3 ANCHORS. 1S THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY OWLDINO AND ZONING REGULATIONS PROIM NO EMBEDMEN INTO STUCCO SHALL.BE CONSIDEERR�ED AS PART OF THE RECULRED EMBEDMENT. BY THE 4URIS0011ON'WHERE PERMIT IS APPLIED TO. A•2)MMIMUM EDGE DISTANCE(LD.)INTO POURED CONCRETE SHALL 8E 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL 4'FOR.5_/16'NN TAPCON XL ANCHORS 6 5'FOR 3/8'9 MNK BOLT 3 ANCHORS,ECCE 06TANCE is BEYOND FINISH MATERW» 15.(a)THIS A.E.D.PREPARED BY TIOS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I. WHERE TES SITE A.3)N CASE THAT PRECAST STONE.PRECAST CONCRETE OR.BR#CK PANELS,VENEER OR PAVERS BE FOUND ON IDITICI$OEVIAT£FROM INE P.£.0. THE EXISTING WAUL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SUCH PANELS. (b)CONTRACTOR HE/SHERESPONSIBLE NO EWATE FROM THE CONDITIONS DETAILED�ON THIS OOCUIJENT.CONSTRUCTION SAFETY AT SITE IS 7W n� 0.FRpy1DED (8j TC EXNSTBNG GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90, CONIRAMDR'S RESPONSIBILITY. -5/16'9 TAPCON XL A'NC)40RS,AS MANUFACTURED BY SW BLULDEX.INC. (t)THIS P.E.O.WALL BE CONSIDERED iW910 IF ALTERED BY ANr MMS, B.1)MINIMUM EMBEDMENT OF 5/16'9 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK .(d)SITE SPEC=.PROJECTS SHALL BE PREPARED BY A FLORGIA REGISTERED EMNi£R OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO ESHALL MSMU 41 2 STUCCO Stall BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (Ek,%FOR THC PROJECt ANO WHO U1lt Be RESPSNSLBLE FOR THS PROPER USE OF THE PE.D.EttkNEER OF RECORD.ACTING A5 A OELEGATED E GINEER TO 114E P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORaWMGS.FOR REVIEW, 0.2)MINIMUM EDGE DISTANCE(E.D.)OF 3/18'0 TAPCON XL ANCHORS INTO GROW FILLED CELL CONCRETE (e)THIS P.£.D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND STONATURE.OF THE PROCESSIONAL ENGINEER OF BLOCK SHAD.BE 4"EDGE.DISTANCE IS BEYOND ANY.FINISH MATERIAL, RECORD THAY PREPARERS IT. 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON 16.PRODUCT LWtUF pLRSBCS yABEL 5W4L BE LOCATED ON A READILY VLSSM LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE EXISTING WALL OR FLOOR,ANCHORS SCALL BE LONG ENOUGH TO REACT! THE MAIN STRISCTURE MM SUCH PANELS. FLORIDA BURL` &RA.SMALL BE_FLA=FOR ENEMY OPENING.LABELING 70 COMPLY WITH SECIM 1783.82 OF'TISK FLOM Mum t OAKY Be 050 R) cam (C)TO fX#STL'iG 1YC40 FRAME SURDLYC:SPRUCE PINE-PIR«SOUTH{O-aJ5).DOUGLAS-ETR-SOUTH(6':0.46)HD.a t+'" tit Tiff 37ATE OF FLORIDA SOUTHERN PINE y2 W/G•0.65 MIN. At FLORIDA BUILDING CODE(ti4N TRyA Velocity ifuff dao_Zmw) -5/t6"9 TAPCON ILL ANCHORS,AS MANUFACTURED By RIF St#OtA£OS.INC. . , = NO,441$7 "A � p9Dt7'1ASEG9 w-C Nau�l'lus OPAR a,: fRi •f v 1.'C' C.1)MINIMUM E MMFNNT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL.BE 2 1/4'PHYSICAL . # , .. E+ 0 R9414gmultwSy4#T9m 0712+/T7 THAVO£(t P£NLE7RA'QDN. TILIEC Ci -ENO. NO EMOMMENT INTO FINISH NATMAI.SHAH.BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. J EXPERT SHUTTER 5 SINC. - . TULUT'TE$NFAS A IND#NGIAIND tMth C.2 MINIMUM FAGS DISTANCE(tED)OF TAPCON 7J OMS.900 WOOD SMALL BE 2 1/A'.EDGE DISTANCE i5 ¢P 1 �»h.,sw g. n 162a.xW.6pTtWflE slxLEt T 7-244 BEYOND ANY FINISH MAT pm.. ��+ ALA wn,I Piet+-t '.ra„t IDTt Peal St.LNC,11.34"4 C,3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON '^ A$�•' �1if2 (hg'IrADa�� (aaa T`A'_ .Px,L tn/-oosA owdtAo°0e ts4 FA I.TNIT W.P.T.. M.r. mv+e wn w.,r R►vua em THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE OWING P-�ASlDAt>AR4FL'��E 1Lar.D.1 1.#t.}sisal w,�, 3KW I OF25 SUCH PANELS_ e +#g #10 2N•asr 2712 #1 #2 #3 47W .m#e •y.cw w5 #67- _ mrr- rar� ;� DETw � �� .s,zu• Er t�_ :.so• � � �0 'bio'65t�u ury �.ua •qf • 11I11).1)111},lr l BTSLK19iH TR1F.StEADT6397t1CQi107FMt10d taa na 1 j a r m+rt�HTwwilrsADnoa 1xHt aeaas• Rum• ��s+a6E• iat,8,6• m:Wr l°s.aa•• t:Aix» s°0 px6°9' -6x @ 1 ' L OPTION#1 NtOhidl(Rad QryyH RE7ML.C •47 . amar6 w !{ jj _ oWT1WSr8iF7.Ll6tLYllNCRR� sr6uv�TcattHottC sar Fy .st.A WMBni?i NM, .os .w, P - f , OQ.! eti.�R �'i^i � Fatm19d8WfrtetaESG®wsfa �A SLATS` °' " :•7„ r 'I StA AT °9'- r toga• 7auue�alltAuar . �via�xayAAuor Q g� E SLAT sts Fy.91 E W t�T EMlT8AW6i8A�AtAOY aOC �3E'4?•r C i �.1Sr rug ACETAL9USHINO•`• . ., ,aer--rests• .m tc .am• - -.---._..---•..00r• --3 X98' i tuEsraorna+a+n+vami la .t79' faR 1s ' 1a6 a . J tE7.K4EAt�V2oTt1°i T taa t s sass sr r�.o s�a� Q BUILD-0llT�U�E ettauooViuz6eo� E90Jrari.ulmfir.I r 20DrklTS21E00A�ACT.As1sv •R ` SCALE 1q'+t• • QC RETAMINGSYMK-SCREW,#BUSHING (� SIDE RAIL# BUILOOUTTUBE E7 BUILD ur7USE r trE+n•r. `=00.617E KV`AtsiMAtLt3T' 606YTO AL+at1EIMAiLOY T8ALU10TIU63Auoy SCh.F'ld'•4• ECALE•1A••t' LCC1dE t%/'•r � •17°' J MUST MANUFACTURER TO AUOW TSR A A§AMWM 0.050•CLEARVOE SVWM SCREW MW AND ._.2.60i•---- rJ.m,TAIL.AT NON HufmcANC PDAROr6. - -zoo° EUILR OUT TUBE 6oEs1,ALIiAeNJMA U .a66• � JCALF•t7+r {{ sso• � �H V4'gx3+4'111Y18UEOEXTEI(SGREW E f 256 CM$O SCAM w 1, R90� �n j i WIGIORMUiL)EX IFIM L ANCHOR S � CAit$N16�EEt 1 _ � k• SCA1E;tR••r 1 n �q7'`�r-�• i L_ Agar -- t rte°•---^••-� >O STORM BAR �.,••••••,•... 0 3f8'gHILTi,INC.KWKBOLT3� 6D3t•TEAtUhltrL!tALLDr F TRAPpEO ANGLE @ 4x8 MULLION 01 4x8 MULUON @ 4x7 MUL11 .,'' p+,r cAasa2aTEE1 6uLe,a•r f06Si6utR,EtPJtlA2L0Y E26MTSKU4tl3,WAAAIOr 6063.7E 0.uMaamxLOY e6E/•mALIAmem ':•,. tfJiE.1R'•r SCALE.10...1. vmt 3z-1, %CA!e It—V6CAL5:A9.+,, ,.N'• ✓ FIAROA BUILOM CUE(Non$IgA Yeloctty HuTdcmin Zom) �� • 02017 w1co INC. OVAW UP .44167 N Nautilus : � xout"gsnDTMasysumt�t7 11LIECo INC. aur. ��'yy\Jr' �/'��j /� �.'+C EXPERT SHUTTER SERVICES INC, COMPONENTS P V N ETSD .(,:J-0�•• •'(0j,� TICCIT TC$,No R E31G010ERSNO Wi1PANr ssn�.,'tw•„St, =.3'V'.,a A,s. ,a mig F sW.ei1L n fff£r �• �{' , c- .rm r 1.3! FORt W.IAIOR.A..J5884 1 x-244 J �T3�g6 1+ ED-0006719 fWG•(E06)Ht_4tEE.fAF•(712)671-OYI° CMMNR M6 �'�'3:Y J+.'""'��----• fN.TEN A.Lk. N.PS. +a•• ®,� .w r.-� mv.m am P. DATE aomoA Lk./u147 o,w1 wt sxm f oras A 1 • � 4 14 4 J✓ I , w �w • e 'a 1 SIDEIEND CAP 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET a 0 ° 5 SPMNGASSEMBLY 1 :4 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) • 1 I Q' �' 9 ALUMINUM STARTER SLAT .. 10 ALUMINUM SLATS 1-10 • e 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING.GEAR&MOTOR BRACKET BOLTS 15 HOUSING(SACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ,rte 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END -ASSEMBLY COMPONENTS d CHS •`�`: FLORIDA 6U11DlNG COD`c(lino 81gh Velocity HumtCa°e Z—) W44167 03017 1tiRD°No ffil Nautilus `�-w v �Q„//��•�lf/• ti•1•�•••C`r_M'i�'�}l:,�y,' ° a-mea Aow:taMna.,.tv. EXPERT SHUTTER SERVICESINC. 1620�w.DOWAc FM st, ert-34M m' n i srz17-244 140o— "cm,(em)q— pnT mI.vJm 0•Awm W. V t� hi Lji k8-OfA87!9 `LAl.�itEl. Y6YliR A Tflul N.vE R �m c.v s•. am.m. uw P.E K�)atl3NS{URE/WE ROAffi.4 Alc.!N14T .n.sw . sx[O sof is e r. $OX Y/6 dt Y/7BDX ®Y/9 �trr.j Y/9 �( RTIAR Y/6 da Y/7 END CAP j___END CAP 'END CAP g _END CAP SLATS 4 SLATS 2 - SLATS 4, "j$LATS "SLATS { MATS a HATS ISLATS 1 s ; 75 E S � o+/e suis 0 a 0/8o/e STsj/ 0/e 07 TS suis LA7S D sBLATs D r (Tp. ED,-END) (Typ. Ea. ET#D) Suas ZATS 10 (Typ•) (Typ.) yL / SLATS n 1! SLATS STORM BAR SP r j©Y/6 do Y/7 (Sm s-Ev X35 . .... �. v/9 € Y/B at Y/7 Su'SPAN ' (sm SCILLTA&ES ON SHEM is at 20) Mae.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 ORM BARS 0, NOTE: SEE SHEETS 2 & 3 FOR COldPONENTS NOMENCLATURE. TYPICAL SINGS UNIT yA?L N W� 3TQ$M @ARS T#'TS MOTE' SEE SHEETS 2 & 3 FQR COFAD()NEN75 NOMENCLATURE, PROCEDURE FOR ,SM IM$jAWON GIVEN A SHUTTER NEIGHTt « CASE 1: SHUTTER HEMHT EQUAL OR LESS"DIM T1'-0'APPUCABLE TO!!MALLATIONS W/O STORM PARS.W//STORM BARS OR W/VORU BARS h UULIJONS W1 HEIGHTS UP TO 11'-O'. (o)CURTAN SPALL START W/81 SLATS AT TOP.FOLLO4ED BY/2.d3......THEREA17ER.ALL THE WAY DONT#.FACH SLAT#S"ALL CONSIST OF MW.Fir&(5)SLATS OF THAT.STAT NUMBER,PROCEDURE FOR AWLNO SLATS OMWWAAC BELOW SHALL BE CONTINUED UNTIL TOTAL-SHUTTERHEIOTTT 1S CCNPLEIED.OIL,A SLAT OC RNA SLA;NUMBER _ - NSTALLEO BEFOPM BOTTOM SLATI&MAY YARY WITH SHWTTVVS HLE+GHT, �,,..A.s.�.1.....,"" (b)EtOTT01l SLAT©MUST'BE ALYAAYS'.INSTALLED. . CASE 2:SHUTTER HEIGHT LARCER nWJ I1'-0.OPPUCW.E TO IT.STALLAT.QNS W/0 STORM Q "°�.^ �••�:�'•�. FLmoA BUmNe CURE(Non irmtl voiccity Hunicn-Z—) BAgS AND W/OR W/O MULUOUS W/HEIGHTS LARGTR THAN 11'-0'. N0.44157 i 1 o 2017 nLTEcO mla �f f•�`s�* oPAu+er. (o)CURTAIN SHALL START W/01 SLATS AT TOP.FOLLOWED BY 12.$3,.._.THEREWFER.Al „�.,. Nautilus w THE WAY DCYNH.EACH$LAT p'SHAM CONSIST OF kiN.fLVE(S)SLATS OF THAT SLAT ri. .RoldtrgSAattorbyatam I#UMBER.PROCEDURE FOR AWNG SLATS DOWNWARD BELOW#1 SLAT SHALL BE �'L r CONMIuED UNTIL 00 SLAT IS iN5TALLED.AFTER#10 SLAT IS UIS'TALLED,AOOTRDNAL #10 j ` LNC. pmt[p SLATS MUST BE USED TO COMFLETE THE TOTAL SHUTTER HEIGHT. L Pa�?1,'1 NT _ :4c1Luw I ; EXPERTIsSHUTT£ SERVICES INC.6&W,eLTUOK SWEET 17-249 (b)BOTTOM SLAP B MUST BE ALWAYS INSTALLED. mix• a{S �'�(S� fi a-mmR tHe<ooa SsL.eai+'_ PORT ST.WCC.LL d496a O /p�tAL tit _ Tb-6tMarle n� ua-uwa.v.c: aTI-orzT 7�n!t)---- - vPFIOR P.E aeonr ne ®en eau sxaaA�URE/DATE FtoxO,l Uc.1«fat �. as,+s.o� .� UM a orm a a Um U=10111 SPACK 0-1/10 OR,w-1/11 OR �...�or f�lj or @7 .. . (SEC SCHfMf •-tea ('�G or or �'"" �W-3/12 OR w-4/13 V1 Et6ETS 2s.25 A�211 I t f • 0 RFAB W-1/10 OR w-2/11 OR Uac slvw EAR PhCCto ( K ! qr G��1 or w '3/12 OR w-4/13 BOX � (SEE sW*U ON S44ET 22) , ��DUIS 24.Zn � V/9 {T�.) _ �''-` sox i TEr D CAP T " —t t 1 EivsO CAP (1 s i i i !, t l P tT Ti st P P1 s: SI 1 i 1 1 1 $1AT5 � T 1 1 i t stATS 9p2 i I I 1 1 A2 1 tit it i t! it:ATS t - I) T I SLA25 SL ro 1 I I 1 1 S "S#A75 N sd t _ !( f i �T5 P8�P8. Tt . SLATS N I I C t T ATS e 4 E! w ! f) It is T !I i aIt it � LK 3 Q8 Q S :' i t LK m g��o we i 8 1 1 i i ASSRUS t aT 1T F. A LITS A _ f; tt (TYP) sR $ t T R 8 i R/8*f -4 � i t qT, It : cY '—"'t i x t t a ^ sinTa SLATS L rii+ of I !1 !Y t! (Ty;, Ea. cN0} R' $ # #1 (TYp� Ea. END) / 1 I I +s f ; R8 , R/8 s SLATS ! R8 T t R/g , t T; SLA S 1 T tr ii y it R+/8 i! R R 1 1 WA 2t T OrOr 1 '8 4< i i F 1 SLATS it ti I. SL4T$ ..1. 6TA3C.STOFCA OAR S.pAOthiLb.•-- � 1ww -i/10 OR w-2/11108, Q 'lw-1JTo c�iv—z/S cB s v!9 B —S/12 OR yy-4/t3 � i {Typ.} cs>E$+cEET 2z� �w-3f 12��w-4/13 {Typ:} i �Y Max SLAT SPAN Max, SLAT SPAN i Max. W7 SPAN Max, SWT SPAN Max. SLAT SPAN, max.SLAT SPAfi (SEE.SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON {SEE SCHEDULES ON {SEE SCHEDULES ON (SEE SCHEDULES IN: SHEET 15) SHEETS 1$k 16) SHEE7'15) SHEET 15) SHEETS i5 k 16) SHEET 15) TYPICALr GQN-SEGUTIVE SINGLE; UNIT ELEVATION TYPICAL COQL9 UNIT ELEVATION s W11kUANQ sToM w/ �IuwgN t w,� SLc�f�M SARs NOTE, SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLiATi1RE NOTE: SEE SHEETS'2 dt 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N T.S. PROCEDURE FOR a eT.1 aTAUAT1O fl ail l}I �firC#x it * CASE 1: SH;TTiUt HE04T SOCIAL OR LESS THAN ti'-9'.APPLICABLE TO JVWALLATIM We/0 STORIA BARS,W/STORIA BARS OR W/STORU BARS&MILLIONS W/HEMSTS UP TO IV-O`. (a)CURTAIN SHALL START W/#1 SLAT'S AT TOP.TOLLOWW BY 12.#a.._7HEREAMER A"TIE WaY WV0.,.EACH SLAT g SHALL CONSIST OF FNP(5)SLATS-OF THAT STAT NtNaEfl.FROCEAURE rV1 """'••- AWNG SLATS DOWNWARD BELOW 81 SEAT SILALL BE CONTINUE UNTIL TOTAL +a ER HDGHT IS r COMPLETED-OVANTITY OF'FPPLAL$TAT NUMBER tNSTALL.ED BEFORE.BOTTw$LAT MAY VARY WITH ....a,y ..,,� (J ..; SHVrTER'S WJW. ti,,'4 r' , (b) BOTTOM SLAT(&UUST BE ALWAYS INSTALLED. ! f 9 V FLORIDA BUILDING GOAL(Hai fth VM 1(iurtaone 74m)** A�ZTT s2aT7 Nautilus nC 2•SHUTTER HEIGHT LARC£N TTWi 11'-0*APPtTCABL£TO ENSTALLATtOTI W/O STORM&GR AND WJ � _ �,��"j 3�� 4_ • �.Ih AtUL1PONS Wf kE?GN15 TARGER THAN TY-O'. s.^'"" �- , �'I��'1��''' Ral7toyShlxl4.T$afoul as Vis/iq (a)CURTAIN$HALL.START WJ#1 SLATS AT TOP.FOL1040 BY d2. 03. ,. THERGFTEB ALT.THE WA'T � k, *�► 1+LIE C O Int... ATL QOMW EACs SLAT#S"ALL CONSIST OF FW,(5)SLATS OF'TtAT SLAT fiLVSCF.PROCEDURE FOR �,�ti1 Q TAU.Iftn"a eftamECnsta CWF#iY EXPERT SI'IUTrER SEIMCES INC. ADDING SLATS DOW WARD BELOW 11 SLAT SHAD,BE MKIN'UE UNTIL X10 SLAT IS INSTALLED.AFTER L` `'•/� 1��' "1". 1628 S.W.FGL7 we STfar 17-244 •� � • { �,-isle.M1r a t>A'S ,17i NET°PSITtAT TS 1t#STAL1-EA,AODITTONAx..0te sears MUST OE USMTO,CC>APLEIE THE TOTAL SHt1TTER 'S"s,,."I AT;. FT1411 m'-"rwn67°{ 'C4"' .n.` ` .,�.T"-VMS`Aim.')°' a'•4°rc:b wA.IM A TAIn rk.P& no—,M#�'"lo . oA+s mr . t3tE[t s ala (b)BOTTOM StAT{B tALPST BE A1WAY$INSTALLED. P•E• 1UREJAATE / x 10tc1 W POURED^, r--^6116'0 TARCONS XL W/2 1/4''Min, i'xi"x1/8.OR 2``24^Ii1Y BlfilDE%T[K SCREWS 5 (b0 TAPCDi1S X3. 1-1 'xsJa'caricR EMBEDMENT& 1`O.D.x0.060"GALV• AWMe1UM TUBE / i/4' / 2 1/4'Mn.EMBEOMEHF pEQ•p STEEL WASHER 0 24'a.e. / 1 I"OXLVO0O40'GALVA1r2E0 STEEL a 1'0.Ox0A60'GALV. / f r / !y/ / S/Wo TAPCONS XL Wl-- f/ ! WASHER 9 24'o.c. STEEL WASHER A 24' EVSEOMEW --.� O 24'o.c. POU POUP.ED CONCRETE OR GR411T0FluEa - tSs,�iROUT FrLtED ! 1 i CONCRETE BLOCK / t CONCRETE BICCK - `". ,/ WALL REQUIRED. t WALL REDU?.4EO, -_ ,.._-rte__._. .! f, •"?-�'-..,. ! EDGE OPEET3QE - AA L{m 1 EwST1NG » ^ \% EXISTING n 1 � GLASS-�"'"`` (8E1YZ1D` (8ET014D) ' (B£rONG) ' SEE � }}�-- RHCFIOR 1' x,,, s sSCHEDULES ON- SCHEDULES 011 i SEE AhCkR F SHEETS 16.'17 Ta t7 r° SHEETS tepou�'on s 17 20 r `O Ap+} arta I. KIKSEPARATION MIn. seFARanati MIn.SEPARATION w TO GLASSr�„ TO GLASS flit64R W Ism SiTtUAM. 3 {SEE SdtEDv+.Es g EKiERKtR ME SD M4ES. � : C'd STiE£T 15) ON$H1915) !; DR SHEET 15) 23. IV ig O / 1E i r E2iOR33 I a/a adsij a/s a/a 44 0/S a z3 % ` POURED CONCFErc POURED CONCRETE OR.GROUT FILLED OR GROUT FILLED COTSCRBTE BLOCK } 1 POURED D (YtDUCONC ET � CONCP. ETE BLO" " WALL.REQU+A.ED r ! CONCRETE BLOICK 4 'BALL RELRSM. WALL REGtRED. d S 3!} EDGEG f I. 1 !° OPEN CFEA1Mf ,. a j +� -..)......,t.s"i..-. ! B 2 1/15` WIN: L—"NT1N;G- '%1 1/2'c0A62'"4T.A AWL 1 � _ .l .""' MUI.E.D . t__..2*xViO.D62'utW,.W/S 160 TAPCO"+S XL W/ r / IALUM.ANGLE 5/16'9 TAPCONS%L W/-j `Mfn.EkB:DMENt 0 24'O.C. ' FOU$EO CONCRETE 9116TAPC@�5 Xt.9i/-' ' 2 1/4"Min.EMBEOM fi'em3 usi wn.)FE4b. 2 1/4'W--E1.tBE013M0 24'OX FLOOPWOLING/TRAPPED MQUNnNG 0 24.9,s.WA „ StI1LD•L}UT MOUNTiNEi SECTIONS ,+ . ..'!�vr- r FLORIDA BUILDING CODE(61a++Wgn VefocYy llanime Zane) +92a1�TdlEco u c. Nia IN TALLATiON DEVILS ON EXISTING POURED X44167 � ,_ � � 4j1?, C NCR E 0 GROUT FI D CELL CONCRETE " 11 ►,�. cm 1EsaKa a crla�scanla Catt7ANf EXPERT SHUTTER.SERVICES INC. BLQCK BUILDINGS p ,,. Z0WEAUR .� '1�>`� 1W-FL ,�-z�4 fid. .•�tt.114� a- tuccct =cup w oa taoot s{r:ato:rA o om en-acoo WAVM r. SCALE:3/16`-R 1' .0 + y .x, iee. masa mt y ` /DATE .ti0fa>kA Lk. Aittl7 as•tsx ; 5t+AT 6 W'is . Eff(STiNG NQCD-•.-� EiCSDhu WOOC..---. V16-0 TA°CCHB 7a,Wj Sp 9 Tk°COst3 Xt'Wl iRUSSM 4R WAf9ER/ �TR wm OF Wa o j `2 v2•w..PE'NE"TA rdw T2 t/2'u'¢PENLYRAI'kial 1110.1/8.OR f tTtj.K LCR$W9 W DVRDE% t"xt"xt/8'OR s'+t tiullMJc a'aC6 sT•Q0.x0ow QAY, &,ro0,a0.050•CJ1Y. ?:21tfe' / 2':'x"YijJ• STEEL WASH£R O 2t•,ex. E'V.50EfG tOWR STEEL WACHTA 4 24•ae. hLUNiNW TVii£ i'bA.S0A60'OnLVit1QE4 ALDW>R7N t'0.4 x4A50'DALItlaN(tFD SEXR OR POSTER, �`"4MSx..ES aR'RN'fER / � S1U1 6*Nf0,2V t ...-"Y'ArS NER Q 2a" 5ji SCxt 3j5tl Tbk Vt ac. rENE'RNTI:A{ _ .r'' } t2)2 xS`OR a t2}2's4'Q4t 2"xG•CaNT. 2 I 2"x5•CPVT. 42)2'xP CR (2)2•:4'OR P eutAc f R£OV�D HEAVR 2W�000 SWAM i } � °� i AECiRFU.O RC(RR4ED ( � t PA cm CL OPfT>i2aS }. �:l OP£N'G OPERMExFsrm I EYF971R0. t GEASS-- UM, DORM �Nt ; ME10") i, tetraND) 3 E A ff EYwm). + t3EkA R OR Ii @OR 7 • 4t. TpS 4 F]�! m, t2)2•xA•OR f � t xr1.. (23 x',rti•ae � ; I ,nn, YS )2 fS'ODO ttt y 2x8"OaVr, ,y SSW 2'K5'COM, ; SMICL W° STUD 4 E5' t fit SoAw.4 a= ) i 1 A �. �T00SJ�&OtNOa _ �1,f ESt�+PO.tZ tF a 19 OC ate,E URE SstOC.m vt C.O.tbx74 1¢P ] oc3x"AO11"it•"7liIli1,A t 1 i E,w�tdA,_s.••.•tt �i; sTDP a 7 5• ti��I)(1t>s t ^ FiC9.rE+LR1ht�!3)N t if? D tECUG (SEE I* 20SpC/(GaAQ itEEH) m yc HA%,SStRW 2.J) SHE27 /$ . y... Fl %" 2'xtOR 0/$ JEE EE/NS^R$A% SCHDE ox Stm 1 1�qOt HT 2Gat ^-U£u 1 KgUM, V E f 1/2•Y! tj2'x{Y.052" (SIE SHCEf ' i ' i f,E .?':<•x4.052'xCCHT, t iiNtlE :�} E'. xsA.YT.A,tiN,AHsr,£ 2a} LE Ka1+A 3#P)LE t V4 SSEET 2t TrrCau 14. t i S/76'07WCOHS YL \ ; 0/8 E'c i 0/3 � VW/rEHE2�tN�i�i?mtN�+. tP � 1 1V i ) Q2$tl.q iii l+� l ! y} / 2'xtl•AR 2"Y5' 1 j fl1 1 ;2'xi'OA 245^i E t ] EMA4t :24a'4R 2`x' i t � t i �' C?a'ac. 2`xE"0.4 Y i1 Q "ISINO YFSaa LOt•T.tA00D \ E;5S1INC VOW �CaRt 1V^p0 1 � C9pI.ri`4CD ttt 111 1;. EXIS"t7CR rim t�Ou PIIIE ; DECR OR OOTTON tUfE ELTSRNC i100D DOTTou KATE Q T[ < RE�2E SLAB RCQV0 - aECS OA s ttEWT.RED 's LO3.'CRET S.iAB AEOS1fn'£D PEC GiORRM-) . =tSEE SHEET 20} aiU1PRED, (SEE van 20} ,,.- � CaxaP.ET6 s1�di.45EE;(taECT?,O} f REO`slttwi+. (ECE Sis.Er 20) B REaVSED. J a �..+ ` WALL MOUNTING WAl L MdE)N7tN0 BUII D OkT•Jd01�1�TINQ RVIWIMUMOUNTINLO SECTIONS Y-Y INST LLATION DETAILS ON E I r' . WOOD BUILDINGS '�i •' �+°V `�'y '>; FLOIWA 81hWM CSE(Nan Wqh VOtocity HOrdcaft two) t :•• NO.44167 1a C 2D1a VMO W_ Nautilus atntx Rar7iagsAarlarS}rtrrn aar2./,: • ��p`,:""""$�" �� TutiT TEST71ta ax cHgwECPum coWraRr EXPERT $NUTTER SERVICES INC. Spi , xma�w, 'e "teaiaa�°in°•a,anstu 7525 s.x.DaTuaRE sfIRET 17-244 T�.a*'st waE.eE•sx55a w"y��.YG�rti:} °- taw X$<<wn Tsssac tea ess.sms,rue t an.aaso aPAredrs as. "''�+7r' i/11^--_..._ YtN.TQa A 7A da PJE wk r txonp sa r nxxw'a tat SEAE1rSREJDA't£ �eRrax ix. *aai w•s.R= x SitCET r ar» x ------+:,n. .........- POURED COJtCR. f� .. .E.O:------- E 0 OR GROt1T KI t�J �OR JORI40\, POURED p4(~11 (--.,..._...M...arn. .. CONCRETE' .O..K \.:! �./ \ ! pp•�p �i1pR POURED (SEE SCREOU S O.•t (SU SCffZpRW RLQ (SEF SCHEDULES Ttt 1 COR.nt6JE OR ` �� oRo R Fli.ICOR.-=+" f SkEETs 17 dt Ja) �'EE1s iT CORCRETf alrn,'.�C St<.EE76 J7 h 1a} GROUT FILt£o""•-"� t(. (SEC SCttEEKNES OR ' COXCAETE i COWRUE BLOCg 18BLOCK q 2,7$fl H 0\ \-�` \ \'p ---s•- 1 A lro on 1A.sup cfJ- SECQI �j STORM BRFU MOUNT OR:! ur _PTRAPPED NOUNI 3utLa—o_TM MOUNT SECTION P PLAN) BLULD-Our MOUNT saxE �l+6 •+• INSTALLATION D ILS INTO EXISTING P ED CONCRETE OR-GROUT FILLED CONCRETE BLOCK BUILDINGS __� - G G OR(3 OOPS v k.� VJ H F1 ' AA J � �Q 4•o wi i •"�.ti � 1 �'' t &4•a.a. /0 A' ®f•o:c. \ / , � OR.1/e•SLY+ D t(:-.,—fie• SECTION (9'—Q' {PLAN) OR t(e•sur '6=!'tera/a,tf�' ,(�.1(s• I/i.4Y,- ORIENTATION.# ( (''�!OR 1(s•SUP 4R a!e'sUP,(1 OD ps 1!6•sxm AR,f6 surj� WALL MOUNT END tIULLiON SECTION 0-0 (PLAN) SECTION 0--0�PLAN)�PLAN) ��1� SECTION _ �i' x v # ORIENTATION 1 ORIENTATION 2 ORIENTATIONS GTIQN RAT_ION N 2 ' WALL MOUNT END UwDN WALL MOUNT END MUI.UON #1 # ORIENTq® , ox.MOUNT INTER OR M LUON TRAPPED MOUNT INTERIOR MUWON A --• -- INSTALLATION DETAILS INTO MULLIONS G G1 G2 _ SULL.1/4'.t" lft'°5/�• 1�^it,4fA• { • (2) 2-A4-OR. L; ,' f �.J 2'x6" STU '44 '; � 4/ (2) 2"x4"OR ' t (SEE SHEET 2D) allY (SEE SGt'Ema. * 2-x6-S1U 1 +; 04 SKET 21) ALTERNATIVELY TO Q. A (SEE SHEET zo) wt (SEE StH[r MIN. 1t2" r 1 1/4"0-24x3/4" S.$. M.S. 00 SHEET 21) PIMtDDA i 1.I i W/ NUT MAY BE USED (ELAN)SECT1 ► ' MIN. 1/2' / 1 _ FOR THIS CONNECTION ORIENTATION PLYtVOOD-` :° WALL. MOUNT END Q INTE IDR MUt U0N ` � � �� ,.7sv-xxsu D H �l I ie�� 1!e• q A e•o.a. tlaz,i/�* FLORIDA DUILDM CODE(Non IGyh Yetxity Rurri*me Sam) Ott./6•'sLP.1t 010x?Wtco t1c, s• mew W. AW FLUSH MOUNT (WLti^J �� .s . , Nautilus t BUILD-OUT COUNT it ?C * x xouteWd6utter m SECTIONS O'—O' ;(PLAN?. VCO 1Ne: i '�''' �� Tea�T YcsnKo' awwr Auft COUP" EXPERT SHUTTER SERVICES INC. •'•. fi✓ l tus wx.�.a v.eta t-,n mm 1676&N OTLTU E SIRW •r� L t1f rae.:tam1 1 t a twpn-ai FORT$1.Lum.FL 34 17"244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS = �� pL idff ° ^® ; r» t �to..as+.,�cJ,,,m,os o Sd¢Ll 7/t'.f• Wi7ER A M O' P.0 •umr.. ea o;w a�ar� e.x R�e'St'I- xLORw u<.'�N,6r �,�, sNuT a orm : •4 1/2'Mtn. £.Dr•-- ---3^....---4 1/7'lain. EA.----.^-FOR 3/6'm GAIL(-fH ANCRRS (4)3f8 a CALK,-IN ANCHORS OR 3 Min. E.D.---t 3'Nin, E.O---- •--FOR 1J4'0 SOUR-SEI ANCHORS (s) 1/4'0 SOLID-SR ANCHORS OR Wo. E.D�J I.---d'Mtn. E.U.•—•-+--FOR 31810 KKK fMT IT DFANSI6H ANCHORS {<) 3/***WK BUT IT EVAN M AtiNC CHM 0$ (A)A140RS*PER I (4)5/16-0 TAPCON XL ANCHORS STORM CONNECTION, 1f8'1din, E,O, � -3 1/E'Min,LO-+--FOfi 3/10"0 TAPCON X t31OWS f '^(1^�^-J• l'�. SEE-TABLBAR E 2 ON SHEET 23 EDGE OF SLAB :EDGE OF SLAB 5/16'0 TAPCOMS Ki.W/ 1 2 1/4'Km.EMBEVAWT 1' (Typ.TOP @ BOTTOM) IF/PPUCAltL- T`{. ' IF APPidfAELE. ! k 1'o.oxo a60'GFiv. / 1 STEEL WASHER A.24'c.c. K Fx1m / 4Min. I �• POURED CONCR / 1 2- 9 9 „�`' POURED CONCRETE {� 2 x2'xi/8'xD'-S'(6063 76 ALLOY) E(1'e-3 KeD S'min. �-.,h (l'cmJ 941 3-1 in. 2, ® 4 ALUMINUM AtiCtE EA SIDE w/ THICK REQUIRED y I 5/ta A TAPCONS Xi THICK 1100111- ^(2) 1/4'0-14x3 4 !iW ILD£%'TT]C w/2 +/4' SCflEWS TO STORM BPR ENf e^-5'-� t p I 1 E1a8E01A do �� (Typ.TOP& BOTTOM) WASm 1'OWASH. 'ca v. SECTIONS-S I STMER® c i ! ! 24'o c. j 2• A 6 BOX p � ' 1mc1;»see Rain l I r i I cvsTacm tHs xigtoa I i'Mir,. FOR '-3 t DETAILA I N y I F " �t i/4'0-20 OR 3/8'0-15 WCHINE SCREW'S USED 40INTLY w ? s L1in. FOR i '� IF SNIP S OTi SHEET 14 FOR SPECIAL 1/40 x 3/4'SMIO-SET OR 3.%8'0 x 1 1/4'CALK-iN ANCHORS wlhD 20N£'-" 7REAT1IEAT FOR 151ND 2CsvE5 1 THRV �N 4 is �}� 1'Min,FOR n t° RESPECTIVELY SHALL 8E LEFT TOGETHER w/sHCHORS AT THE TtilE 41-00'1EIS1 w;NO 20NESTDAIA BAIRS ARE REMDdED,(SEE DET:A). 1-3ATION TO O i .1 (2)AJTCHORSO PER CLASS STCRM BAR CONNECTION, EDULES OMI An 2'Min, FOR =I ! ISEE TABLE 3 ON SHEET 23 15 k 16) S SYANG 20N£--y BMD 4 -:{Typ.TOP&Gomm) (2)3/8'0 CAD:-IN W04M ORSEPARATIONTO 1 1/4'0 SOUS-SET ANCHORS ORGf:ASSi (2)We KW3(wa T2 EEPh4sioN; D (SEE SCHEDULES ON A ANCHORS_ORIBEETS 15& +6) I (2)5!16'0 TAPCON XL A14C1{oy$ i'BEvohE)anNc K' ® 2'x2'xl/8'x0'-5' (6063-T6 ALLOT) CyiSlitNG co-ASS _ YS1 EA SID£S1 ..... ALUNINUSA ANG W/- n - 7thIISCREWS TO STORM BARa ; H (fy¢. TOP&BOTTOM) I ® n Ss SECTION S1-81 - ' s1F 7 rs �/}! e'� o /�e4 �i �//.f'�j .✓!fF/�.J"�!/ T}SiCK R M'NE.D BEE.D.POURED CONCRLE {-I 1/2'x1 1/2'0.052C011i.ALUo3 htGLr-K/5/16'St'APCOYS XL W/(rc..j IEEOUhn, {RED 5/16e TAFCOiS M W/--l' 2 t/a'N{)..T1KDEHT 0 24' 1/4'11114111 1Qy�A .t EMOF SIAM (( " I EDGE QT Sins WALL Mou ......... - IF A0FJOA&E1 6'ma. 'MIC atoa i I IF APPUCA E 11 •• "'++I '. FLORIDA aviamO CODE(Non Hign vot00Yy tiurAcwa sow) I-4 1/2'2Gn.ED =-4 1/2'Ulm CO -FDR 3/8"0 Mk-ll7 ANMRS . �� *5 L-3- 't '441 o2a1>lu�Eco sv;. f� - �•--�3'fdn.E.D.--^-4. 3'Kin,E.O.--•t--FOR 1/4'0 571ID-SEF ANCHORS ; T4'; �! 2 I----4'min.EA.--1q --4'Mue.E.O--...-I-...FDR 3J69 KlhK BOiT R Ef6+Ni3[Ot+AnYatCavS -0 L �#' t'' « �' - RaJLnQSAuC4a-S�Sbm ex/syt'y LK----3 1/8'Min. ED •I--$'�}� l/8'Kin.E.O--?--POR 5/16"#TAPCON XN4CNDRS '��t1 �L E�tr'V EHC: pyti ER FLOOR TOCEI!INCa/TRAPPED AND WALL MOUNTING:STORM BAR ?-y �°/j �\ 1+T� '"SY a�`w<t co'/�"ID EXFER�T; H u�Lx WRE Ft.34384 INC. t7-24 w SECTIONSV NAL FF D3-o�s,+e VALTEti A.11 Or.P sv cm .,*• y-"=^ P.E. - '/ TURE/OATS Pu;A'nA uc.i.44t4'9G ac=.m= �- !a= 9 Oras SCALE:J/14 «1 C .. "44n.E.D. --n`Min. EA.....—•,�-FOR(1)3/4'0 K*IK BOLT 12 EXPANSION 2' t 1/2"--« I ANCHRS 0 ENO AND INTERIOR'MULUONS }j @& ( RIEN-AON 62).t0i0 END '' j MULLIONS G, k (ORIENTATION #2) �- 3" �.• j FORK" BOLT TZ EXPANSION j Min.E.D: $'Min,E,O:' -'t"--ANCFIGItS 0 INTO MULLION 10 (ORIENTATION 02). �T EXTERIOR i Epi S,AB ; , ,T ! :EWE OF SLAB 3-x3-x}/ZSO"-8- '.Exi�ilUR S APi>ilCJ E t I r t 1 t i I-r •�aPF'u°CJ9iE 6' (6061-11,ALLOY) 1 Alum.ANGLE FA SIDE W/ 3'x3"r}/2'xO'^4' L3/,14(606}-T8 ALLQY),Alum. LUDNPOURED COl7CRETE 1;NGLE EA. SIOtW/(2)(t-c s 3 los Min.} �" 3 31s'o T}iRU Ei31TS T0. 1 IjA51pN ANCNOR 1 tp r MM.THICK RErI'D. µ MULLION�`G`)do })8/A's+ tr/6-Alin.EMBEDUENT n ftViK"OLP TZ�x? '0011 POURED CONCRETE V Ed.-- ^-ED. j (TyP. TOA& BOTTOM) ANCHOR W1' 8-Min, 9'----. EMBEDMENT TO POURED j CONCRETE(Ty{t.TOP& ! &O>TOAt) ExsnNG--'x_ SECTION X141 W/ (" * ALTERNATIVE SECTION X1-X1 W1(G—)* CLASS 1' (END & INTERIOR MULLION} A n IA;n. ' i c OR c1 Yt/ ORI ORIENTATION w RI �oN F (fi`x4-j ;y h 4•..,., 1 '/2- 1 t/2" } 2/2- 1 1/2' v Lit (5081-TS ALLOY) -I• I j Arum.ANGLE EA.SIDE W/ t QR tip iT.J i.{UL1JOti $ ; a r. II f 1,11%, N4'11 ANCHOR TZ (GI ., G1 \ { II c Wf 6'Min. EMBEDMENT TO Qj'$ Cr `12 Qf$ or POURED CONCRETE (TSP- I '• i'a(tF32tDR i i- E)(IOR 4 R/8 or 3 y RJ$ or TOP"At BOTTOM) ; L iy R'/s L R'/8 ;iDium (" S- 2" 1X1 X1 } 3i3+T J2'x6'-8'{5061-T8 ALt;OY) '3 x3`xt j2'xO'-H"(8O6T-To ALLOY) (i7P.fiPIBII1pN}s Off.TOI'/801700) -` rdam.Ari^�LE EI, SIDE Wf 2)'3/n-a ""TKAAluQ ANGLE EA.BICE w/ 2)3(2) ` EQ.-•-�!+-E4. L}l2' THRU BOLTS TO MULLION S&(T) TriRI:BOLTS TD MU#A.tDN dt(2} e 3/4-0 11 BOLT TZ EXPANSION 3/A'o KVhTi BOLT i7.EXPASLSIOY AP7^vHOR WI 8"Min. EMBEDMENT TO POURED I'll 6'Min. EMBEDMENT DM h TO POURED CO'aLRE}E(Typ.TOP At SECTION X1X1 W/ BOTTOM) BOTTOM) (fe -O CONCRETE END MULLION ONLY (INTERIOR MULLION ON {Ic rT 3 Tet lAIE ANO & INTERIOR MULLION} s^Mtn.T73 K RETIo (W/ ORIENTATION ## 1) ALTERNATIVES SECTION X1 X1 VU/ * n a saLcr E i6'�/ ORII h)TTATIJN 1 2) IF AP?LICdBf,El 1' j FOR(2js'a+ KWLK BDaT 72E*'ANS1017 (4"xlint !An.E.O.---•-I { �8'MAI E.D. i ANCItOrts a tNyawit MULLION�,p �,• (ORIENTATION.#2). ,A' .` i1Rll, ANA"BOX NOT SHOWN FOR CLARITY {� 9`Gn. E0„. M; E.D. -FOR'(() 3%A'C KrRK BOLT TZ EXPANSON �1 FLORIDA BUILDING CODE(Non Utah Velocity 8uf+icana lata) ANCH 6!END AND INTERIOR MULLIONS G do (OR Arm #T &J2i AND >: �,iL � z CzsIT ntiTTCA Svc. J�r+��A�`,� ouAsx en Etti0 MULLION C (ORIENTATION 12) ")f. �R/ 441$ 'i" ��+ � ,�xtiiudlus t-�• FLOORTOcatINR/TRApt'EDMOI)NTINfi'M1llUONSQOR >7 ^o °r " EIL1EC0tat. RaDtkgSliuthx�at#ni ne/2yls SECTIONS Wt rrwr resnNo:�sRsaorTcazt+.aa�1c�awnre,un EXPERT SH1tTTER SERVICES 1140. =��h , # • ts,1 asm:�t1a Jar QesMTs•tEi'M 1626T^ST, Mi LTUaK Sm44Ot 7-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ......... 'TTEBe6� 1 9i »aR (aD�T ass_oNa.vW4 ELMO G►AeWG tN gAtITR A Titin.a.P.G �`•.r• r;xvnw an wW.!. .aev,nn a[t SC1LE: 1j8"=T' "157 sutzT i6 or An t 0 .�..�.�- Wn. E.D. M7n,E.O. (4)ANCHORS^"-• € 3"43'x0/2k0-<" 2" T""isEE SCHEDULE aR}` -(SEE SCHEDULE aT} 6461-T6 ALLOY) � I` St#�uAfald (SEE SC1fECULE#I) ( WOG(1NTk8{gR)aIP(END 4INTERIOR)DOPPED MOOR FEO dpAildNs ECOr OF SLAB J' Num.ANGLE EA. ;?0.Y COIEREO by S'CREDULE 10 FOR e4TA10ATO CASES T.U h A ON`.MEET EOy OP,.SLRQ,; !=-• Star 1V/(2) 1/2.0 �'� � a I'APPUCABLE c h°PUCAOtE THRU DOLT'S (LPARED LOAD,MUWCN SPAC'%KIM SPAY AISTAI wrlH '"F. \ '�. \`,� \ �•�.\ ''�. \wl;\ i I TO VULLION C1' ••..-�.. ti WDRX A.V OU49WA APPI,0 INS WV HOA p,O.ILOfM A.10,DES1Ctt PRESIV9 PATM, C 3' _ III':-O'uku"DR3t1lO!a-SPAC+Na. POURED CY,MiCFM- 3"x3"4114"x0'-fr r = $EE SOfiED M a1 a#2 FOR ADDRONK SPECS, (1 c.3 k71 w• ). (6461-T6 ALLOY)—"'" FF Dam s SEE SCHEDULE$T. Plum:ANGLE EAI_ DEt + 112• G l D t�NildIQ1 pWE k-11ES1DENTML,tU1D ,AOPL{fATiIIM W1 180.6�.sf. W/(2) 1/2'10 THRU MA10NUN ASA.MIN PRESSURE RATMI 8'-O DOLTS TO ATULUON@ UA*"NU1M SPACIt6. ( SEE SCHfEMM V k/L TDR AOC VOL SPECS. —6. ExISTrra6-- 0R ALTERNATIVE SECTION X1-.Xi W/ �` IMM ca E-LaM11EtaLTAt APPLxATx1 FC61:1gao"t"tMAxa1 Asn OLh$S 12" Ds"S.IGH PREwn Fwr"8'-D'MSG's Yt UM �;;n, INTERIOR MUWON 014LY W/ ORIENTAMON # 2) 1 T SPM SEE SCI fi a iz FOR AIrOTROP1At C; I � 1+�• pEcs �� 1; s•---."i 1 SEE SMi a v S'x3•xT j4'4a•_6• (6061-T6 A LOY) ALTERNATIVE SECTION X1 X1 W/ a Alum.AtNOLE EA.SIDE 3« 12) 1/2'a Txai+ ; , 4'x8' INTERIOR. AND END MULLION W ORIENTATION 1 O b 6ULis TO All:um s { Em _ SGNEOULE #1 I E%IfFtlOR W Q S pf J •'� 4Ig Or UWAtUATION MIN. uKHaR TrPt t asst me.w a BOYM) t oatNi OWAM IFF= RIB or RIR8 Ir (4) ute 1)� 1 612" GAS' atO'a. �� n I;c 1AI.s-s+scRtw,. 31D•.aTfNERFAs1tT{tN R J8 I 9R<tnunoH�s Fat GQa�(n+reRnRT kutuays x 1/2° s 11X• 7 i' 1/24 Rof INC HUS-N Xg at 11ro POWER rASMtR - ALTERNATIVE SECTION X1 X'1 W/d'I „LOGE-EWA11CNttR a 11tRFtt+l U11!#1CK r a" WW/oT�anAmSrT i1. i s 112.9 ffV1 WO KWHt 8%T TZ DAILY FORW x+1EA'OR X1 Xa (4 xV INTERIOR lA0WON ONLY W/ ORIENTATION 2) rias wl crcENrATON iz}a fly(ao UM0.4 W/ 21/r s 1,rx' (trP.TOP/BOTTOU)F (r:P.T0P/6xRaul 7s ;, ErttAT1�1 af}. {' 3"x3'r1J4.40'=8" r/r'a Htl?I I1C HU6-N a f 2•a POWER.rASTM I^".O61-T6 ALLOY)AWM. L L9GE-BatT.,xawR�at Q�(tNo GO wiEa149 S• 6• { ANGLE EA.SIDE}Yf 1". i}P1 aRiBTTA;aTNa tRr./2. i/2%tr�1 6o Fs TO 112 O tAtt{RC KWX BUT n OMY FOR G h WTtretrR 7: 1" 51ULt10N. - W/Cot WATRSt i2)a tEND t1 Y Y11 31/4 !/ �.�1�• ,`, i�I�. .•�0' rrE Or SYfiO �'� 6 6'E =4 VAUD FOR UP)h$" iJ2.6 NtLA CSC iHUS-x SCREW OR tE Gt1•ash1.t51t1tER giDOE-iULY ANgraR IEE Nq '¢Q�N a• B• IkF AP�PLCA E 25. CiRERi0.4 WJWOY5 G a ROSE�f SL181 t,ln.E,O. t /1,wATtOItS ai OR V. Min.E.A. W MPFMAHLE.S"`(SEE SCHEME a1)' / '"(SEE SCHEDULE #11-1 (4)AtiCHDRS SCHEDULE #2 PrPCtiREDCOh'CITECE (&SLE ..m___.. 1"i- WS1EE%+1EVULE 1{S. T 112'.-r }«.-^6"».•-�I.,•.••"S'. s HSr T1d11 ANCHOR WE a WE("p.TCP a normo EH6tD4tw �"Mc" 01* ALTERNATIVE SECTION X1-X1 W/,{ * PEDro. FL CEILING i P M NSG 4 L•a .. s/B s 194Ti IrG.FA1S-H spiv a 5/9'4 FOM FA"a[Fh`tR 2,/2' T T/2• WEDDE-&ILT ANCf1aR, SECTIONS TN-t {47x7C INTERIOR AND ENO MULLION ONLY;, * FLORIDA.BUhTNNG CODE(Nan High Velotiiy TL,FFrcone Zone) Q END&INTERIOR TRAPPED MOUNTED MULUON INSTALLATION* ,a ' NO.441S7" 0101 TRTtco�..� Nautilus Own ft APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS * Mr /TUE E C O tato. SCALE:1/0• 1' sem' Trwr Ytsrlx0 a ttlaxlURNG cG,pmff.. E3CPI_R'f 26&W.SHUTTER SERVICES INC: �!. .•�y . .s a Ka s�,ax. � n m in 1629 SW,trL1UORE STREET 17-244 MUS An.t ti+vr CC- 91 S?,LUC1E.A-3"" a SIDE RAIL(D AND Box NOT •+,' •• •• (Cid 1+1t °-�aaosr�`�+aa c,,ea� us sax.nw m ei=.am, 9n1wc w. R1 w+{3A?5+116X Mar as�w an ,m w aonvnu xax SHOWN FO CLARITY R. /DATE SKM MOM EDGE IF APPUCABLE-` 2 XLtUU.rON OEPTHxt/B'Cant. "�`'C�� -ALUM.TUBE (TCP&BOTTOM) IN i/a"Aa3/4'(TW GUILD£%MIK SCREWS ' 5f1&o TAPCOTIS XL W/2 1/4" yq/ i'D,O,x4.D8D`GALVANIND StEEt 7 3/4' 2 1/6" Min.EMBEDMENT 0 24"0.4, WASHER O 24"o.t. MIN.jE.D, tAn. E_0 I. 1/2- 1 I t 1/2 ! # `EDGE If APPLICABLE i y <> MOE IF APPLICABLE / 7 3/4•iATn.E.O. �. ` =mum*tPOLtRED,�\ i 0.1 x 7 3/4'Ef 7fin. 6°4n.TM1CSt REt}'p, I � Z END CAP POURED CONCRETE \� POURED CONCRETE I (I'c - 3 aai Wn.) Dam 7 3 E 0. Eta.--£O, ( S" Min. THICK RED 0. (t'c - 3 ksi Mina s• 4" S" Min.THICK REO'O. G s z CSR G I1C3R G9Gt�G N 7 3/4*tlin. ti s 1 7 3/4'Min.E. : 3" '1 _ `. Of l .4Sc4it T6 / 1 f 4•:a x3/8'{costStO ALLor) �/—' num. Ts Attar; j R/��or i , i R 8 or ..L.�......,....,..._ .�..� MUM ANGLE EA.a9GE. num.ANGLE FA,530£, R'/8 R j 8 EDGE?f FPPUCASLE 7 =GGE if►PPUCABLE 1 r ;� I �(wALL MOUNTED SHOvk wy SE SECTION X2-X2 WJ�OR a*. ALTERNATIVE SECTION X2-X2 WJ 0 OR * Exr5ttx, a ALS' INSTALLED TRAPPED MOUNTED �„ ND ,&, IP TERIOR bluu.11Q0.) _ GLAss �o 1 PER SECTION R'-R' ON SHEET B.) (END & INIERIgR MUL O) �y4 f ORiEN7ATlr?N_ 2) �'°° '!t8. T 1/2"x1 I/2-4.062"xCOtiT. ALUM. (6"x4' or 8`x4") 7 3/4• ""ANGLE W/ if4"Tx314" #Nd BUILOEX E•0. TEK SCREYdS w 24' o.c. TO TUBE. + SIDE RAIL rOj NOT SHOWN FOR CLAft(tY f t y CO1STmms PwREp, ry # # 10 COfCF0E(rz=3 Id Un.) {lilt toPJAo-ITglrj ( 1 1/2" +L_�2 ,! .. } 7 3/4' 4"x4"x3/8`xD'-1G"(&46t 76 ALL"Alam./WGLE "' p /� •1 v"'_.fi.•::,"1+17 rxN:E.A. ED EO S 1E&f{21 3/4"P THRU BOLTS TO MULLION S' Q�,.*"•�q� �i &(2) J/a"s KWIx BGLT tY ExP.VtSIDN ANC}!DR ,P' �'1�+iry��'�'•;A" _ ftokbA BUILDINNG]'+CCOOD�E*Q�im High vaWa BurAcnna torte) W/S"Min, EUBEDUM TO POURED CONCRETE : S• - G.im,7 tiisECp '. jr.iili�ii�iiS ciuwtean WAu (TVP.TOP s BOTTOM). s I+lQ"44167 EDGE IF APPLICABLE yt r * t"'Z* �' ftvhgbTLgtlmzEyi6- W24/17 rllWALL MOUNPNG:MULLIONS(G7 0Pt U a3 � �` ILS F.C -line. °"rz POURED CO CR WALL 9 b_ ti 1 nur'rc3tu+ a txru+4 cover snr IEXPERT S#�113T€R SERVICES Linc. SE qN -2 Q s (� off►' +�� "°' i °`, ::�'c+m"„N ,s"i'u lww%w.a 7141€Wpm 17-244 _fECTI".. tg: ......• t PORr i L tucc n sloe t END&INTERIOR WALL MOUNTED.MULUON INSTALLATION --' 1_ I" W 9 WL1FR A 74Lfr 4�St67' .n.r. �ouwmr at an a. cwttrmr. e.+1 Smr:1/0'•1' SL4HI{K 1sc.� GXr47 ii QP 76 1/4'0:3/4"nW BUILDER TEK SCREWS EDGE IF AJIPUCABLE, EDGE IF APPUCAMCE 2%MULION DEPYNxt/S' CODI. 11,141 1'0:0.10.460'CALVANIZM NM..L - ..- WASHER 0 24^ox. � ALUM.TUBE (TOP&BOTTOM) W/ 4- F= • I \ \ EDGE IF APPLICABLE- 2 I/2° 5/+b'm TApcovs XL w/z tj4•� 7 ,/Z"Min. E.D. ^^ ,2" s Min.io 4MIn. EMBEDMENT 24'o.c, f .._.,. MIN. E.C. - .�- ~�"�. y 7 1/2'M'n, E.D. ;-7\ _ I L . - Z t 1 jr4•---- ? �-�-� POURED CONCRETE POURED CONCRETE (f'c .- 3 hi Min.) ! (fc a 3 ksi Min.) \ 6` MUn. 7HiCKNESS `�- G" Min. THICKNESS !'E7C1 REQ'D. 4 t/4• REOG OR '0. \ I CONTINUOUS P1WRM-- \'I£Q.=EQ.. •-END CAP 7 1 2 CONCRETE(re a 3 W 16n) N 1 I i r 1/2'M;0. E . 2 � 2' 6"Min. THIN- NM I yi u-_ � _ 7 7/2'Min. E.D. \ -3 REO'D, 4" 4•x4'rt/4" , _ 9"94'91j4"(6461-76 ALLOY) g ri OR G1 MCE IF APPLIGASI±7 M�'.-TS SIDE. n .�j •.ArlctE EA SDE. ECCE IF APPU..ABLE W ' t I Ext�RIOR ALTERNATIVE SECTION X242 WJ QG OR ALTERNATIVE SECTION X2 X2 W!CG * n (INTERIOR MULLION) (END 8t INTERIOR MUTONS All/ ORIIENTATION Q 2) ley j ORIENTATION ;� 11 / a Q/8 or (4'x6" or 4°x8') {8,.x4`.) R/8 or R/8 or »w R'/8 ( R'/$ SFE riAxIML}r,1 G INTERIOR & ' Z5 © Q( ) Q(END & INTERIOR) WALL #- MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR '+ Nin j (WALL MOUNTED SH(MN, MAY INSTALLATION CASES I' & Ii' OIC` SHEET 25 Ex,STu1D_ t D BE ALSO INSTALLED TRAPPED c1wsS y ( AlOUNTEO PER SECTION R'-R' (UM,ITED LOAD. MULLION SPACING AND SPAN iNSTALLAT10N): ON SHEET 8.), INSTNIATION CASE Y - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH A:60.8 p.s,f. I ton E.0 I 1 1/2"z1 1/2'4.062"xCONT,ALUM, MAXIMUM A.S.D. DESIGN PRESSURE 7 i/Z" "; ANGLE wJ 1/4"0x3/4^ 1TW BUILOEx _ RATING, 12'-0' MAXIMUM MULLION N.W.IE.D- __.. ^� -�+�+m°��. T'EK SCREWS 0 24" a.c.'TO TUEE. SPACING.VALID ;"1JR C'JtvN€C71ON ?O CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. * 3 1/2' v F/ '3 ,J26• 112X2 INSTX(MON CA5£IV - COMMERCIAL APPLICATION FOR *100.0 (11P.ro°/0011ov) I tj4• p.s.i. M"MUM A.S.D. DESION PP,ESSURE RATING, 8%-0' 1 1/4• MAXIMUM MULLION SPACING. vA.LID FOR CONNECTION TO 7 1/2' CO TR1K)US PCURED AiLQvt Alum.ANGLE CONCRETE4Y% HILT! INC 011K BOLT TZ ANCHORS. MIN. F.O. CO CITE(ii a s'To-.3'-^-- Eo EG- EA.4AE W/(2) I/2,o T1;RLI BOLTS To MULUON ASiL)b"M'n.THiCKh '�' & (2) 1/2-0 KAIr BOLT T2 E%Phh'SION ANCHOP, W/3 1/4'MIn, EVOCOMENT TO-POURED CONCRETE •�I,r A 7 �S1DE RAIL 111D)NOT SHOWN FOR CLARITY WALL. (TYP.TOP b Bo1T0M). •, �............. �. EDGE IF MPLICAELE ��i FIA-60A BUILDING CODE(Non Akytt W*WC;ty HurriCOAD Zone WALL MOUNnNG:MULLIONS G OR ,r ~, 10207 rrzcp uc POURED CONCRETE W f �Q,44167 Nautilus '�ft SECTION U1-2 : _ t + ADAfagShuaerbus oys4/v T1E C 0 i« 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION - [[ F TtitlT rzsnwa a eRerNaaeala ea+su,r EXPERT SHUTTER SERVICES'INC, $ OQ ••... i(~ .(`'��C'11�� °u' m�i',n"6o.�re�uu a s,ia 1626 S.W.ea1u�+E SIRM 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING.INSTALLATIONS �•�' " rO yt1' -.41h p ° L° ate`w,CUIX.FL 3#%U �� «• .+GALE: 1/8.0 1• 1UtTOt A 7"IT w. ~�"'1'�5ri�fj�y TURE/DAtL aur9M Lk.I!i16r o rso, • Y++m 1tAora6 e 1 Mtn, E.D. Min. E.0, OR(1) 3/4'0 KW!K BOLT�EXPANSION ANCHORS W EHD MULLION (ORIENTATIONS dt &d2). (6061=T6 ALLOY)Atom. ' FOR� (2)3/4*9 KWIK BOLT'TZ EXPANSION ANGLE EA, SIDE W./ (2) { S 3/4 o THRU BOLTS TO -...�'' Mir. E.O.- ; Min.E.O. ANCH INTERIOR MULLION MULLION r & (T)3/4'*P 1 1fT� • {ORrsEt.TiATfON 02). .kwK SOLI 12 EXPANSION .�~T I I ANCHOR W/6'6GnMA I . i•TJ+ - ,+ f)'t +E EDGE O�PF�E� EMBEDMENT TO POURED P ? /PPU t I CONCRETE(Typ. VOP& BOTTO)A) /. 7' EOR REO CONCRETE a L' {tca7klMh) u3' 9'Min, THICK REQ'C. Lk t! 1 1I k j ! GLASS _ L�.-r 2• .Nin, SECTION X3 X3 W/ I Baumt /2o- 4-. 7/2' (W� ORIEh'TATIflN ?j 1J2^ I t/ r ? . fl ? 1 Cit _ ; EXfERX1R G2 i 4 wMw of3 Tlil � 11(2• 1 t11' y I I 1 11/2• X X3 —r--; 7---) 3'x3'xt/2'x0'-7"(6061-T6 ALLOY) {6C61-T6 ALL" Eqr•«- —EC. gum.ANGLE EA YDE Vr/�2) 'JR".7 �Atom.ANGLE kA. SIDE W/J4 3/4'G k THRO BOLTS TO MULLION�& iHRti BOLTS TO MULLION �k R ' POURED CONCRETE (T) 3,IeO KIWI<SOLT TZ EXPANSION (2) 3/4*-K`A1K BOLT TZ i(PANS?ON a 3 kl Mi - ar: it 3' ;--(1'4n ) ANCHOR W/8°Mfo.EMBEDMENT TO ANCHOR iYJ 6'kiln, ENBEOMERaT TO 6 I• • 8'Min,THICK REO'D. POURED C0"':CRETE(Typ.TOP& POURED CONCRETE((Typ.TOP 6 y BOTTOM) BOTTOM) .(ENO MULLION ONY) =BL0F?.Au- N——0 W- ) LT)CE qrsue 'R • ' _ ' ' ' ALTERNATIVE SECTIONS X3-X3 W/.G? if APPLICABLE EDGE OF SLAB 9 r APPuaELE f/ QRIENTAPON b 21 FOR(2) 3/4"0 KVBK BOLT TZE PAhSION �,�� - (4"X7' sI•----•-^S'Min,E.D.--•--i i Mm. E.Q. ANCHORS 0 INTERMR MULLION r s I (ORIENTAT;ON d2), ,t+ E'••,,,,•�+J) SIDE RAIL`6*AND BOX NOT SHOWN FgR ��n CLARITY., ---�3"Mir.EAS-r+---4'Min. E.C. —•-�'—FOR(1)3/4'O KWiK BOLT EXPANSION 1+�� ''tr 1�+h7,�':,� ANCHORS®ENO MULLION `'! t- FLORIDA BUILIONU CODE(Non Nigh Yetodty HuttiCara lora) (ORIENTAZONS PI &{J2). 3 1 OIa17'rLrl:Ca Irl:. • FLOOR TO CEILING!TRAPPED MOUNTING:MULLION G? ' a �� u�ll Nautilus SECTION W-3 k IiLI�CQ��e. ao2s,�abmr•�sura /t. te,'� aprm+ c EXp ERT 1�5HUT7ERSWM ERVICES IRC.low t7-2a4 WOO + 5 �A 11 n_ t.kso0ad.um PORT 5T.t[26 51w. KkG fL J404 END$1 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION �.� OR1A1. pll .,50679 0 nxaaxSI P-F-SEAL TURE/DATE 44367 Tw-�•,sa:In»ax+woo aur. r. ma oewa+. oa "M 12 aT Y6 Nin. E.D. Min.E.D. + SEE MAXIMUM(INTERIOTc) TRAPPED MOUNTED MULLIONS SPAN EOCE OF StAe i-(SEE SCHEDULE pt) ' S SEE SCHEDULE#t)'?E a SLAB COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES 1, la k It ON SHEET 25. IF E (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CAS£ I - RESIDENTIAL AND COMMERCIAL APPdCATIONS a 3• 3'a7'<t/4'a0'-�' WITH *60.8 p.s.f. MAXIMUM A.S.D. DESIGN s POURED CGiCRETE (6061-T6 ALLOY)---, ` i 6' PRESSURE RA71WG, 12'-0" MAX!MUM I n (te.3 wi Mm J, n1m.A 10LE EA.SIDE -f MULLION SPACING. r. EE SCHEDULE gt, w/(2) 1/2'0 TFIRUy�y j� SEE SCHEDULE �Jt FOR ADDITIONAL SPECS. BOLTS TO MULLION INSTALLATION CASE Ia - RESIDENTIAL AND OOMMERCIAL APPLICATION & _ W/ *60.8 p.s.f. MAXIMUM A.S.D. DESIGN GLASS ? manPRESSURE RATING, 8.'-0" MAXIMUM MULLION `" I G3 If2• sr~cING. Min.• SEE SCHEDULE (11 FOR ADDITIONAL SPECS. e G L 1 INSTALtAM4 CASE H - COMMERCIAL APPLICATION FOR 1100.0 p.s.f. il...,_.. __ _... ;iif 5N n pq (a)ANcxaR$--,w• 7•..- MAaMUM A.S.D. DESIGN PRESSURE RATING,* y (SEC SCHEOULE 01) 8'-0 MAXIMUM MULLION SPACING. SEE z r SCrEDULE 41 FOR ADDITIONAL SPECS. €94 v o^ Q$/B ;� Q��g ALTERNATIVE SECTION X343 Wt CG3 (W/ ORIENTATION f 2} SCHEDULE #1 y (270° INTERIOR MULLION ONLY) MIN.ANCHOR N t, INSTALLATION HICKNESS ANCHOR TYPE 512E DISTANCE FOR CASESREO•D. (TYP.TOP h BOTTOM) EMBEDMENT ANCN6R r • SIDE RAIL 1`Q AND 80X NOT SHOWN 3/a fl HILI INC HUS-H FOR.CLARITY. I i a• SCREW., 2 1/2" 5 1/2• s 3/b'O POWER FASTENER a ® WEDGE- BOLT ANCHOR X3 (0-TO?/Bmtaul (tTP m?/>:oTtoy) z. a. 1/2-0 HILTI INC KWIC 2 1/2'SOL'r TZ S t/2' 1 a } POU+TEO CONCPETE n 6" BOLT TZ Tl INC ft* 3 1/4" 7 1/2- SEE SCHEV-U At- EDM OF t�B Ii ff :EDGE OF slnD IF APaucrsE; ; ill'APPLWLE Min.E.D. I ; ),I:ti E.D. t '-(SEE SCHEDULE#IT-" (SEE SCHEDULE f1) . FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 t ;A•t!(j 1a •• FLORIDA BUILDING CODE(iron W-gn Velooit Nurrkane Zone) Ivy.44167 : ., 1�'au#ilus Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * �` = aosiwu.:sya�,1 • s , c O dao. wrs Twt rt snNv a casuracrana cwtnanr .EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS ao,�+� ?�' r,.� a, ,, ,; u ts�e�*�> ==1 T 17-244 +aRt sT,tine tt a.es+ MOM w SCuC. 1/8:a Y .• • 1 ac-7.11 �t��L�, P:s /DATE Ft�a. trc!fss65 w n mram- WW VAW76 EDGE IF APPLIC48LE' 2`xHVLLFON OEPTTIx7/8•Cont, a 1 ALUM. TUBE (TOP k BOTTOM) V!f 1/A px3/4'ITW BVILDE%TEK 5CREWS ` .\ 5/16•m TAPCONS XL W/: 1/4• W/ O.0.O.06o•GALYANiZEO STEEL 7 3/4' 2 1/6• }Min, EMBEDMENT 1B 24'ox- WASHER 0 24•mt. WN. ED. aA'n. GD WASHER .�_.__._._...� EOGE IF APPLICABLE-k i I 7 3/4`Min. E.D. CONt3T.'SYJUS P�JR=,.D ` I r CONORETE(fc=3 k3*0 TO• \ �• 1 8"kin.THICK REO'D, N I POURED CONCRETE \ � i (f'C - 3 ksi Min.) 1 ' a" Mir.. 'THICK REO'D, `• Won T ENO CAP " MinA. NOTCH WEB EQ i -- ? I TOP/80TTOM) 4• ----t 4- 3/4' Min. E.D. -T6 ALLOY) Mir•+•- ? `hWa.A:aGLE EA.Sr4 SnN D (WALL MOUNTED SHOWN, MAY BE - s- Ct �J ALSO lNSTALLEO TRAPPED MOUNTED EDGE IF APPLICABLE PER SECTION 0'-Q' ON SHEET 8.) 0-41— t Da SECTION X4•X4 W/ ? Q,/8 -_ 4'/s fW/ ORIENTATION 0 7) (4"x, IF=11716 NIn. E.0 1 �i 1/2"x1 1/2'x04162"xCONT. ALUM. • SIDE RAIL�NOT SHOWN FOR CLARITY 7 3/4' " ' 9F ANDLE YJf t/4'tx3/4' ITW SUiLOEX I.IiN.E.D. •`,, TEK SCREWS 0 24' ,o.e. TO TUBE. I 7" CCtM"JOLIS POURED--, I I CONCT�TE( Id8•Mir?.THICX4 tm.lop .) _ 1/2"i (m.Ta/aonoul 7 3/4- MIN, E.0, 4•x4•x3/8'x0•-*-0'(8061-T6 ALLOY)Aum.ANGLE \ EO ED EA.SIDE W((2) 3/4-0 THRU BOLTS TOMULLION 4" (& )3/f A xWIK BOLT TZ EXPANSION 2 ANCHOR ` �,'•� •• FLORIDA BUILDING CODE(Non Ifigh Velocity Uurricone,?Rx,m) WA 5•IYPn EMBEDMENT 10 POUREp CONCRETE ; Nautilus EDGE IF APPLICABLE-l' WtWALL (T1P. TCP& BOTTOM), P^R} ? CscI7T4�Cto•L • WALL MOUNTING:MULLION �? ..�..,, Ro3NngSkutterSjsErm 6e/i+in Po WSZCCONCRE7EWAl1 ?.a ' ` } ��0' EXPERT SHUTTER SERVICES INC. oAn 9 ,�'"+V,., 71L1rt Yt57iNG A EHNMEfR9i0 COYDAM' S6CT(ON 111W. . OL /��a "" feral, k awxs n.a„m laze sa.eaTieoRs smetr �� `C •••• `P4ai t SEB-6006110' •,pif n 7-244 PORr ST.Lu ru11 34Men-emo IoIGTIMo w END&INTERIOR WALL MOUNTED MULLION INSTALLATION 441 P-7: �� F, 6�� , .�a �,�„ �, �13«� a EDGE IF APPLICABLE- 2"xMULLJONOEPTI10/8'Cont. EDGE IF ApPttCABLE rA:UM.TUBE(TOP B BOTTOM) W/ 5/16'4 TAPOONS XL Wj 2 1/4" �-.i/ I*0,O.D.0 0*GA V TEK SCREWS `\•. )din.EMBEDMENT*24•Q.C. 'W/i"00 24'60"GALYAti12E0 STEEL 1 2'iJ2 WASHER�24'Q.c. 4 3/B'Mtn.E•O, 4 3/8' wo.tt E.D 1" CONmNWUS POURED ( } COi4mm(i'c.3 is MR)W.. q• 3 t/2• ! r 1 8"Mn.THICKNESS RE ��^ I REM kX3/80 \ \ \ 1 i ` 7Ile END CAP 4 3/8'M In.,E.D. 00MIR.:OUS POURED u , CO,ICRETE(fc-3 W Mm) 8 Ain �- 10'0, t Idle. I G3 ENE IF APPUCABLL�" H N SECTION X4-X4 W1 so aWALL MOUNTED SHOWN, MAY (INTERIOR .MULLION) E ALSO INSTALLED TRAPPED (W� ORIENTATION G 21 S osis ON MOUNTED PER SECTION 0'-01 (2 ic7'} a ON SHEET 8.) z � � DCIE7LIQA - 9 `,-'-- {---'+ - OS£E MAXIMUM(a(INTERIOR) WALL )MOUNTED MULLION SPAN COVERED.BY SCHEDULE 2h' FOR INSTALLATION CASES I' & ' 9 a W ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ! '2 I/2'`\ `:? I INSTALMICN CASE I♦ - RESIDENTIAL AND COMMERCIAL ! IAIn.E O i I 1/2"xi 1/2'xO.082 xCONT. ALUM. APPLICATIONS WITH -t60.8 s.f. t a ANGLE VJ/ 1/4"wx3/4' ttVE BUILDEX MAXIMUM A,S:M DESIGN PRESSURE Mit;. E.D. TEK-SCREWS 0 24" Q.c. TO TUBE'. RATING. 12' 0" I,IAXIMUM MULLION $ ® SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC HUS-H OR ( POWER FASTENERS WEDGE-BOLT !11».X�2' • (rNXTo/wmm) d H S . � � Arc oR... INSI'A1.IATION CASE W - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, g'-0" 4 3/8" Ti \ _{2)3/go KWK-BOLT T2 EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.O. W/2•M .EMBEDMENT TO PGURED 0014CRVE CONCRETE W/ .HILT) INC KW K BOLT TL ANCHORS. 1YALL.(TYP.TCS h BOTTOM). EDGE IF APPLICABLE-' ;�CONFINJOUS POURED +� �''�� •�/ ,SIDE RAIL NOT SHOWN FOR CLARITY CONCRETE(fc Q 3 Id Ms.) 1 < >3°tdixe. TmCKIJESS REQ'D, ♦'/ '�,-.•��tj1:l��' -.s t FLORIDA BU+I.OINC CODE(Bon Wgh Ydocty 9urArnne?.arse WALL MOUNTING:MULLION a�3 ; �44167 = c 2o+r rsicca' c. • en POURED CONCRETE WALL i Iatt>�1 Lc. SECTION V44 tk ��+ •, YEoAlSlAntNsAyslirm aNsN+a O INTERIOR WALL MOUNTED MULLION INSTALLATION �' +tIIT`IlL�E C #�wu,,, EXPERT SHUTTER SERVICES INC. °�T` kl� y �` uu x�,ta.�.aa:xa Y"Gavaoa. au8 M WLTUME Zmw Q) 1t •*�•<«an»,tea.r... .,,isn I m 31-AIM Ft.J"M 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS "SJ4NIA1. ,11+ ^°8 " '"°" L�?"_M6."k on-am 14 '!' ,l.. � P.E.S I (f Eh RQ¢W tae 4ilbl w>,w, 5d ttt Iy os�8 f - TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p,s.L)FOR THE OPENING AND DESIRED SLAT PROCEDURE fib;IF MULLIONS ARE USED BUT W/O STORM BARS SPAN-V(R)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT Wl0 STORM BARS SHALL STEP 2 ENTER TO CHARTS (Ia. Ib & Ib'))'THRU IC ON SHEET 15 TO DEi ERMINE,BASED ON AN Vr BE BASED ON CHART Ic ON SHEET 16,IT SHALL BE MEASURED FROM BACK SLAT SUP On),ANCHOR TYPE AT MCI RAILS;A.S.D.DESIGN PRESSURE RATING(pal);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L•fl. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25828 W/A:SA.DESIGN LOAD';MAXIMUM MULLION THE FOLLOWINGINFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEEO WITH SPACING(MAX..17,VOR 77,AND DETERMINE IVAXIMUMM I —UQQN SP N(HEIGHT)W/ALLOWABLE FOR G PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS A GIVEN 8 ),MULLION TYPE 8 MULLION ORIENTATION. • ENTER AS.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. OR A SPECIFIC 3.SEE SHEETS 10,10A,11.1IA,12,12A.13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIDEFINI7ION FODUCT RSLATISPPAN SHALL BE CONSIDG INSTALLATION ERED INCLUDING ANCHOR TYPE.THE TCp CRBOTTOM TE FOR A GIVEOR N ULLIONCEILING TYPE((ffAP 3t� a08 a�)•MOUNTINGS OF MULLIONS INTO Lwx.THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN in,SLAT SLIP MAY BE PROCEDURE 46;IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S,D,DESIGN PRESSURE RATING. ,, 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS*AND MULLIONS ARE USED • MINIMUM REQUIRED'SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART to,ON`SHEET IS.-IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR Wl STORM BARS(SEE STEP 4). GLASS. S P 9 OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REOUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb 8 VV ON SHEETS 18 MAXIMUM STORM SM SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE.A S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D,DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP _ &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEPFOLLOWINGIF T INSTALLATION MANDATORY ADDITIONAL PROCEDURES AREIONS OR flR1A BARS&MULLIONS,THE TYPES�010E OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR��NS SPACING. PROCEDURE 4a:IF STORM LIARS ARE USED 4.ENTER SCHEDULES is THRU 2c ON SHEETS 24.25&28 W/AS.D.DESIGN PRESSURE RATING: 1.MINIMUAI SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULUON SPACING(MM,12'.8'OR 7%AND DETERMINE MAXIMUM MULLION SPAN CHART Io,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS.. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A.GIVEN(9110, AM), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS lo,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN,(HEIGHT). 'BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE & ). 3.ENTERTABLES 2 OR 3 N SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR FOR A GIVEN MULLION TYPE('�), SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ; PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS 8 8 C) STRUCTURES,SEE SHEETS 2D 8 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. W000 FRAME STRUCTURES. t A.Ttu . *,L�, �'•'�ia�". '•'••✓� FLORIDA BURA1NG CODE(Ion II'h Volocit Burriowto tam) h�.44167 = T� -Na utiluS ar "pN'vomd �I ULM a a cxcwcc EP�cmEXPERT SHUTTER SERVICES INC, m� •.�w. sa.sos.u�ep. a y,� 7628'$.W,Bq.1Y0R[StSEEt • a1 I`a«,.c t:oai#rtTcam,rc.t t li -ts» 17�2M i /n•�•....• •�'{� L ._�u:.«•wst�«+. Ivnr sr.ur�:n.�+9aa onainw. �y�,V '�,'v 111 t9=0006J1y rnac )7.31-ome.>>�: Wt-Jiw If'xil .b;RG m• �� an. m ua P.E.ao �i(3y fCA1E r1114tD,.tk,�44707 m.►a+ , S/RiT N O(]6 • a SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & Ic: ONLY VALID FOR 112"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.6.%PRODUCTMOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VW OR W/O RIA BARS CHART Ia CHARTIb CHART Ib' CHART IC iT� t1VE As.o.ICNO 318"0 K1MK BOLT 3 ANCHOR 5116-0 TAPCON XL ANCHOR 6/1$"0 TAPCON XL ANCHOfj USE WMW FOM A.S.O.Law vAurc POURED CONCRETE 701t>ouma w 0RUE 10 CR=Fum cat CoNcwc atm MAX. MAX.SLAT SPAN T WQX SIAT SPAN R,4u='MIN,SEPARATION TO GM *{.MAX.•(FT) 'LRD[.'(FT) 'IMAX.'{F T) MEASURED TO BACK.OF S1AT(1n) DEM WL TRNvw amb-6110 SADm WML iia>>PFn ftm-a VKL TRNPm -arr W. STORMBARS W/sroRld e1Rs R47M WM WW' ��, Muff WRQ NOW NQUtit �� umn W/@ ww ttotRtP �� uatnrt>y/(e� 6FI tmLs* srs noes w w11>T's c1x xor6s s sde Nora x si<tmta r Awl>M =longs* m mm s Sm Wo� > itRdt ava+totem* t�NII�a M 1 i 10�m� 30A 20•-0' 15'-4' 20'-0' 20'-0' 20'-0' 15'-4• 20'-0' 16'.-O' 20'-0' 15'-4- W-01 is'-6• 1' 14 1 r 6" r 35.0 20'-0' 15'-3" 2W-O' IS'-0' 20'-0' 15•-0' 19'-0" 16'-3' 20'-0' 15'-0' 18'-3' 14•-0' 1' 14 t 2• 6" 71 40.0 20'-D' 15'-r 19'-7' 16'-6' 201-0' 14'-9• 17'-4' 14'-10' _187-11' t4'-;i 14'-iq' 12'-9' 1' 14 i 22' 6' 7' 45A 27-0" t5'-0• 18'-0' 15'-3" 2O•-0' t4'-2' 16'=0' 1S'-9• 17'-4' 14'-2' W-9" 12'-0" 1' 14 1/2' 8" r 504 20'-01 t4'-10' 18'-9" :4'-2' t9'-1' 13'-t1�-•�W-t0` 12'-10• 18•-2" ib'-11 W-9' 111-0" 1' 14 1 r 6" - 7' 3Q0 20'-01 14'-8' 15'-8' i3'-4' 17*-9' 12'-4' f3'-]1• 12'-1' t5-0' i2'-4' i2'-0' tq'-8' 1' 14 1/2' 6'' T 00A 19-5' t3'-91 14'-9" 12'-7'� ?6'-9' 11'-8' _13'-2" 11'-5• - f 4'-2' t i'-8' 11'-4' 10'-0' 1' t4 1 2' 6' 7' 65A 18'-4• 12'-11' 13'-it' 1f•-/1' 15'-S" 11'-01 12'-5' 101x•-11, 13'-4' 11'-q lo.-Io. W-6' 1' 1!' 6' 7' 70.0 17'-4' 12'-11 13'-3' 11'-4' 15'-01 10'-Ir tt'-]0' 10'-4" 12'-9' 10'-6' t0'-4" 9'-0' 1' 131 2', B' 7' 76.0 t6'-61 it'-7" 12'-7' 10'-10' 14'-3' tq'-0' ti'-4' W-fi'�. f2'-0' 10'-0' 9'-10" 8'-t0' 1' 13 t 3' 6" -T 80.0 t5'-9' 11'-0'- 12'•-0" ?0'-51 13'-7' W-5' 10'-10' '9'-T 11'-T 91-5" 91--3' 8'-6" 1' 03' 6' 7' 16'-0' 10'-8' 11'-7' t0'-0' 9-3' 10'-S' WZY 1V-2" 9'-3' 9'-q' 8'-3' I. 13' 6' 7' 904 14'-2' 10'-t' !1'-2' 9"-81 12'-8' 1 8'-10' t y-71 8'-9 t' ?O'-9' r-/0" 8'•-10' 8'-0" I. 12 / 2' 6'y ' 954 13'-5' '9'-8• Iw-9' 9'-4- '-p' 8'-6' - 8'-8' 0'-7" 10'-4' 8'-5' 8'-8' T-9" 1' 12 .i/2' '6' T 100A 121=9' W-4' 10'-5' 9'-1' 1t'-8' 8'-4'_ 9'-5' - 8'-4'.... iF:F' W-4' W-3` 1030 lz'2' 9'70' IW-1' B-9" it'-3' 8'-0' W-2' 8'�2' 9'-8' 8'-0' 8'•-0' 7'-4" 1' 1t 1 2' 8" 7- 110.0 11•-7' _S'-8' 9'-9' W-6' 10'-11' 7'-10' 8'-10• T-11' V-3' 7'-10' 7'-3' 7'-2' V 11 1/2' r 7' 1154 11'-1' 8'-5" W-6. W-4' f0'-7" T-e' -8'-8' T-B 9'-0' ?-8' r-8' r-0' 1. 11 1/2' 61 7' 1204 70-81 I W-1' _9•-3' W-2' _ 10'-3" 7'-5' 8-61 T:6' 8'-11' _ T-5' T-S' 6'-10" 1• 11' 8' 7' 123.0 10'-2• 7'-9' 9'-0' 7_71' —90'-0'— 7_T- -b_2•�V Y-4"�- 8-8• 7-2 r-8• 8'-8" - 1' 11" 6, T 130.0 9'•-101 7'-8 8'-9'-" 7'-9"" 9-9 Yr--0' ~8'-0' 7`-21 W-5' '7'-{T 7'-2' 6'-Ir .-- 1' 10 1/2' 6- '7" 1330 W-51 7'-r W-6' T-7' 9'-61 8 t0' 7'-10' T-1' 8'.-2" W-10" T-p• 6'-5' t' 10 1/2' 8' 7- 140.0 9'-t' W-11- 8'-4` 9'-1' - T-8' 6'-I1` 8'-0' 6-70' 64" 1' 10 1/2' 6' T 1460 -e-t0' - 8'-2' r-3' 8'-10' - T-6' - 7'-10' 6' �i0' 6•' 7: 130.0 V3 6' W-0' T-2"= W-6" - T-4' T-9e - - - 1• tp g• 7' 1 5.08-3 - T-t0• 7'-01 8'-31 _ 7'-2' .V--'?,..'._• - - 1" f0 8' T 1602 r-8' 6•-10' 8'-0' - T-t' - T-5' - ]"d 10`" 8" 7' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS-LONG AS �„ ffi'•••-• ANCHOR SPACING SCHEDULES ON SHEETS 17 & ib INDICATE THAT , AN ANCHOR SPACINGAS AVAILABLE FOR'THE CORRESPONDING SLAT 1]tS „A',T�l(j� SPAN AND.A,S.D. DESIGN PRESSURE TILTING. 11t �� 'a,✓ '. FLORM BUILDING CM(Son righ V41*61)vl HOrrkom Zone) 2. REQUIRES-SIDE RAILS FASTENED TO EXISTING STRUCTURE WRH 4.411 MIX=ao. WWI ar. _ hio.406 Naufflus 3/8 KwtK&kT J ANCROR OR.5118b TAPCON XL Al1CFX)R INTO # u POURED CONCRETE OR GROUT FI CELL CONCRETE BLOCK. OR WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION, VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. ' 4 : raur et nxa a[xtmCl7teta to>arnxr EXPERT SHUTTER SERVICES INC. ' .[ f.:� �� aat tu,atm, sa,xo.,mem.trWne.'rt u+ss 1626 S W.W119R£STRM ,�(� •`•' 1 n.,.:. tmsm,r..:{tm,pn-ittt 17-.244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE -_:�i0 ]1 .-rna1:6ttKm9094mm PORP St,tttySC.Fu 1+034 tft"z W. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. rS/ Fps 11t Ea pop61t9 rwu 1 m ossa W/UtR A mn JG AE, tn.r ogastp r� a.r aia w. w P-E. F ATE stoteor Dc.It atop aa,not, SRRi 15 X28 s MAX.ANCHOR'S SPACING SCHEDULE VS _FOR A GIVEN_PRODUCT MOUNTING TYPE,WI 300 WAK BOLT 3 ANCHORS TO POURED,CONCRETE WALL,A.S.O.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAK AZM Dem SLAT SPAN RANGE FRMMM PATM 0'-4.'t > 4'-6't - > 6'-6't > 61-711 > 7'-9't > 9'-12't > 12'-16't > 16'-20't $30.0 0' 9' 9" 9" 9' 9" 9' 9' »1-40 9' S. S. 9• 9• 9' 9" $• >41-e0 9" 9" 9' 9' 9' 9" 7" 5 SJ$' S. 9' 9" 9' 8" 8" 5 5/8" 53/8, "SLAT j'mm 9" 4" 8" 6 1/2' 5 5/8" - SPAPt ' MAY.. SLAT SPAN FOR A >1D6-120 g" 9" 9" GIVEN A.S.D. DESIGN PRESSURE RATING SHALL ,121-14o 9" 9• 9' _e- - 7' s` hM EXCEED MAX. SLAT >141-160 g' g" 9" 7• 7• - - _ SPAN INDICATED ON SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. t1ELAS SLAT SPAN RANGE PFJSSURE PAM 0'-4't >4'-5't >5'-6''t > 6•-T'I >7'-9't >9'-12't > 12'-le't > 16'-20't vim (D>t s 30A >41-60 8" 9^ 9" 9' S. 9' -7 1%2' _- >6t-60 9" 9" 9" 9• >t08-t2o g" ga 9� __8 1�2• 8" - >121-140 �.. 9" 6" 9' 7` . BUILD.OU'r MOUNT SLAT SPAN RANGE >RAl 0'-4't > F'-9't >5'-8't > 8'-7't >7-9't >9'-12't > t2'-16't > 18' 20't s 30.0 9" 9' 9" 9' r 9' 9" 9' S. 9" 9" 9" 9' 9" 9' 9' 9" 9" 9' P7' 7 3/4: 7" 7" 5 5J8 >31-40 g' 9" S. S. 9" 9' 9" 9' 9' 9' 9" 9• 9" 9' 9" 9' 0" 7' 6" 5 5/8" 5 5/8' S 5f8-60 9" 9" 9" 9' 9" 9" 9" 9' 9' 9" 9' 9' 9" 9" 7 11 7 / 2 6" 5 5/8 5 5 8 5 5/a" 5 5/8'9^ 9' 9' 9" 9_'_. 9' „9. 9' 9' 9. 9” 9' 9" 7 5 5/8 5 5/8."5 5/8 5 5/8>81-105 9'- 9^ g^ g'^ _ 9"- 9' 9" 9" a' _ 8" 6 1/2 6 3/4" 6 3/4' 5 5/8 5 5/8" 5 5/8 5 5/e. - >106-120 9" v 9' 9" 9, 9` 9" 8" S. I a" is 1/7 6' 6' 5 5/8, 5 5/8' 5.5/8 - >121-140 9" 9' 9" 9' 9• 7 1 ? 8' $"_ 8• _ 8• 6' 55/8. 55/8" 5_5/8 _ >14t-iso 9' 0' 9" W 8' 6" 7" 7" 5 5/8. 6 3 4 6 3 4"5 5�8 5 FLORIDA 9UILONG CODE(Non Wgh Yetod IIu"'mone Zeno) Nau ,> - yam';�3�;,�-,--"�.• -�--��- solLeLglnotrvSl� oe�z/1► 111.1E C O tne. ate ,aur rzsssto a >Hecmno:a»wwr EXPERT SHUTTER SERVICES INC. •�,Q 4, : ►xis bx,z a,avL wlew n iI1826 S.W.80MORE POW St.WFL]34N417-244 CC£. • WAM A talit.b.P.G. w v aftmer as as a a,"Nw, uw 1:.5 DAZnaau tx /s418t m..m sxtct 16 was E MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT SLAT SPAN RANGE t w O'-4 t >4'-5'fi > 5'-6't > 6'^-?'t >7'-91 t >f)'-tZ't Y 12'-16't > 18'-20't sbwcc(a,) 530.0 $` B' B' e" 8" $' 7 1/2' S 1/2' "1-60 8' 6' 8" $ 6' 8" 4' 3 3%4" - ,f >6i-60 B" 8` B' -- $" 7" .41/2- __1_2L4: _ MAX..SiAT SPAN FOR A iei-109 8 8" S. 6 3/2' S' 3 3/4'"- 3 3/4' - f--5 ^-7 GWEN A.S.O. DESIGN LOAD >t06-120 $" �/2 8" 5 1 2' 4 1/2' 3 3 4' - SHALL jam¢$EXCEED MAX. 12t-f40 8" 6' 4 if2" 4' 3 3 4" C��— SLAT SPAN INDICATED'ON SLAT PERFORMANCE CHART >141-160 e' S' a" 1 4' ON SHEET 15. TRAPPED MOUNT -SLAT SPAN DEF ITION An� SLAT SPAN RANGE =fww 0'-4't >4'-5't > 5j6'1 >6'-7 t >r-s•t >V-12't > t2'-is't > t6'-2o't 1to1O t 30,0 6" 6^ 6' 6" 6' S I/2">31-40 6' ' 6" 6" 5 1/2' 4 1 2' >41-60 6' 6" 4"6" 6' 4" - >81-t V g` 61 6" 4 3/4' W3/4' 33/4' >12,-140 . 6" 6" 5 3/4' 4' 3 3/4'' - - >>141-100 6" 6' S' 3 3/4' 3 3/4' BUILD-OUT MOUNT Asa SLAT SPAN RANGE pZF 4'-5't >s-6•t '> Ir-7t >r-B't >M-ce t - > 12'-t6't > ts°-20't E E E E E E E B E E EAL s 10.0 b' 6" 6" g" g g^ g" g g^ g" 9" g• 6' 6' 6 6' 6" 6"_ 5 1/2' S 1/2*a 1/2'_4' 4' 3 3/4- >31-40 6' 6' S. 6' 6' 6' 6' 6` 6" 6' 6" 6' 6' V 6` 6' 6'� 5'- - 4"_ 4" -—33/7—3-3/4-3 3/4" 3 3/4' >41-50 6' 6. 6" 6' 6' 6' 6' 6^ 6' 6' 6' V 6' 6' 4' 4' 3 3/4` S 3/4' 3 3/4'3'3/4' $"_ 6" 6' —.61 _ S'_....._ 6' S 1/2 S' G' 5.__. —`}�_ -S' __4'.__.a.3/4'.3 3/4' - 3 3/4' 3.3/4" -- - - - >a1-105 B" B. fi^ 6' 6" 6' 6• 6" 5 3/4. 4 t/2 4 1/2' 3 3/4 3 3/4' 3 3/!t" 3 3/4' 3 3/4' 3 3/4' >1a0-120 6" 6' b" 6" 6' S 1/215 3/4 5 3/4' a 1/2 4 1/2 4 1/Z 3 3/4 3 3/4-.3 3/4- 3 3/4'. - - - - 121-140 6" 6' (>^ 5' 5" a' 4 3 3 4 3/4 3 3/4 4 t-2 4 1 3 3/a 3 3/4"14, - >141-160 6' 8' S' a 1 2 4 1/2 3 3 4 a' 4" 4` • 4' Z'+ �•"•� r"�•S.N'': FLORIDA BUWWG CODE{Pion myh ve ct Hurfwno Zone),1 tee. Nautilus or": L t r.,. ."""'•ir.Qt17(fdr$jsOara.- CM4Jn EXPERTSHUTTER&W. SERVICES INC. 17-244 FORT 5T,LUCff.,-1L.N9£4 oeatnxc w jSRS�i ,TURES I=s,7Ru1,h..I 44:si v,n.c. , s MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL AS.D.DESIGN PRESSURE RATING 8 SLAT SPAN RANGE t WALL MOUNT DFS SLAT SPAN RANGE PAYMD'-4't >4'-S't > 5'-6't > 8'-7't >7'-9't > 4'-12't > 12'-16't > 18•-20't towt� s 30.0 8' 8' 8" 8- 6" 8` __6" 4 1/2' >31-40 8" S' 8' 8` 8" ~7°. 4 - >41-60 8" $' $' $" 8' 41/2- a. 1/2'6" 6" 71/2- 7' 5 1/2- - MAX. SLAT SPAN FOR A > SLAT 81-t6s 8' 8' 7 1/2° 5" 4' - - - -5 AT —y GIVEN A.S.O. DESIGN PRESSURE RATING SHALL >106-120 8' 7 1/2" 6' 4." - - NUM>121-140 6' b` _ S. - - - §�IEXCEED NOICA 0 ON SLAT _>141-160 7` 5° 4- PERFORMANCE CHART ON ,SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT Dom SLAT SPAN RANGE I__.ww 0'-4't >4--3't > 6'-8't > 6'•-7't >7'-9't > 9'-12'.t > 12'-18't > 16'-20't woo y .) s 30.0 — >31-40 _6 _8° _ 8" 6' 6' 4 1/2' >41-60 -_6" g" 8' 6- 6' 4 1/2- >60-80 6" 6' fi' 6' g' 4 1/2- >61-T05 4 1/2' 4 1/2" >106-120 - 6" b' 5 1/2' 4- 4 1/2- _ >121-140 .Y. 6° 5' 4 1/2' x141-160 S. 5' 4- BUILD-OUT MOUNT SLAT SPAN RANGE PAM > 12'-18't > 16•-20't 9AMOE(p..t) E E E f E E E E E E E E 43010 6' 6' 6. 6- 6- 8' 6' 6' 6" 6° 6' 6' 6. o* _ 5 1/2' ,4' 4 1/2" >31-40' 6' 6' 6' 6' 6" 6' 6' 6" 6' 6 I -_ 6'�6 6. 5'1%2• S. e - ^4• — >41-60 6° 6' 6" 6' 6" 6". .S 1/2 S 1/2' 6- 6' �8' 6' 6" 5 1/2' 4 1/2' — — 3 3/4' - >61-80. 6' 6" 0• 6' �...6" 5 1/2 5 1/2' 5 1/2 4 1/2 S' S' 4- 4- 4- >61-+05 6" ti' - 6" 6' 6- 5 1/2 5 1/2" 5 1/2 4 1/2 3 3/4 3 3 a -- - >106-120 6" 8` fi_ s 1/2 s 1%2' 4 1/2 a i/2"a Vis" 3.3/a - >121-140 6" �, i1/2 4' 4" 33 3 4 4' - - +y1',�Q,",•• I v+j°• - - _ _ MRIDABUILMNG COOS(tion R[gn Vdocity iiunkone Zone) Lc- ,..•• ? r 112611 , � . Nautilus s �. TILIE CC EXPERT SHUTTER TKUT TESUM13 a ENGMERM0 COMPANY SERVICES INC. taa n.tt. r.na.,�a■..cvcsra n,uxa .1626 S.W.6 lam Stfw 1w.,T .'un■o�`wn"'"1a1 smart St.Luo 11.34964 1oa�A 4w n Y ••," 1� nl E8.ows,s iNOt�. xM9.9GlE.fN:n1] E)1••CI➢0 4PN,:IER A,'1M1, Jr.PTr w, muwa ua raw nwisxcw i P•• V1 /DATE FLOR"tie,.!44167 SN1ET to orx ■ SCHEDULE VC: Vx FORCES(Lb/FT)&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 BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. WAD) MAXIMUM SLAT SPAN RANGE OEM PPE IRE 0'-4' > 4'-5' > 5'--6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' WING (w) Vx Vy Vx Vy Vx Vy 1x Vy Vx Vy Vx Vy Vx Vy Vx Vy S 30.0 90 60 i0 75 1,65 90 238 105 421 135 '594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398. 180 823 240 1328 320 1823 400 >41-60' 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 28_0 1007 360 1U640 42_2 600. 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2492 638 – – >106-120 313 T 240_ 728 300 881 360 1345 4.20 1587 540 2>121-140 552 280 960 350 1003 420 1612 490 1869 630 2>141-160 781 320 1186 400 1322 480 1873 560 1740 640 – – - – SLAT SPAN *NOTE. SUT SPAN DEFINITION IT SHALL BETHE RESPONSIBILITY OFTHE MITRACTOROR PERMITHO1MTOVERIFYTHATE7tlST1NGSTRUC Mi$ DESIGNEDTO SUPPORT W AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTERHEIGHT AT 80TH JAMS. SEE:THIS SHEET FOR Vx B Vy VALUES, Vy SIDE RAIL _t-1-1T'- Vx ' •Vy t✓�C ' FLORIDA WLDINO CODE Ncn 14h Vetocft Nurricone Zono rt.441sT 1Vauatilus _ Lc , p', , Out t a c:+owtcnma cow.Kr EXPERT SHUTTER SERVICES INC. 1►zt..s.awe p�,gxtx. .n au 16Y8 SlY-ti0.T0.9E SrF.EE1 17-244 • l©N�1L �rs,',�''' t°0 p°[i06'�i�p JO!" rnoe�fano St. sLoa. ii ,. OkkVM r4 N— StN.TR A Tat�f N.P.L. P.E.SFtll.(SI �OATE A�cro.!s�,Bt ay.. aeaiw saec ao�ew w .sato to aza SLAT PERFORMANCE CHART D)1 $t I01:(ONLY VALID FOR 1R'ACIP) SLAT PERFORMANCE CHART Iib I & LIC 1:(ONLY VALID FOR 114"SLIP) MOD LATPAN AND MINIMUM SEP TIO TOG S FOR A 1 O G EAS: .D S GN 40AD e. SLA L "AND FORA GIVEN LEUOMUMAS.D.DESIGN PRESSURE MTING(p.sO AND SHUTTER.MMI4T CONDITION FOR FOR A GWEN MAXIMUTA&S.D.DESIGN PRESSURE RATING 1psQAND SHUTTER MOUNT CONDITION folk SHUTTER AOOUN I„t3 E FOR $W!204 STUDS RaSTALiATiMAMOSTORMBARS PER DETAIL2BELOW 1NSTALLATW S00STORMBARSPERDETAIL2BELOW �� SSA PER Li ,ILPMONSO Pt-TAIL-1 CHART Ib 1. v I*/ CHART IC 1 CHART Rb 1 �� CHART'IIe 1 uz aaa+,a 1"03"ro m�0 NEMC Asa Luo By+„F K viaE Imm"0"WKM rmw 401at1m A80.Imp las ma"aYUe.a1tU1R11 mm Aali RWHM AtL9.1010 1KmllA1 �`sit WN a To S4 11LZ v TO SMTO T+1E=XL ANCHOR SSIAWa SPAi T laa AM"TARCON XI.:KH-OR t011 9AT � iA•D Y &S WOOD GRADE P N U m' (H) _ SPAN Mui 141 w trop ZOtiP9 1as0 me 11M suT SFAN 'LW Ft[cu W Efl.3FPAMTm TO aaDanlM Roo IM wp4.WX SPAN 'UK' (PPO : . • W'01AM •Lwxl(11) (R) 1ERM 70 m or SW{'A) A 'UfAX'.(a) (� AM=TO s�(In) SOUTHERN PETE I2 G•0.55) �60. 4'-V 4'-m w a Hmaute W O.Sraa1 @ARS (was) 1+ T q/ t e/ • °n Nu1D 201#5 11!m fern) low w q/ W.A. spam iDhES roam ZOH£ OOUCIAS-RR-SDUR1(6.0.45) BO s-5' •'-5' C'-0' t^ 51/2 an WMA) • tmraJZA. t-3 4 WMA %= tlosae 1-0 4 FiKE-1:Ut-g1N(C 60 s'-5. +'_s. ,'50.0• 14•-a aa•-o• a0'-6 W-11 I' e a .1Q.0• 8'-9' '8'-3 8'-3•- P-'r r a+ 360 aw 10 0' ur-a' 10'-01 7'-B` 1' 8_t 3"" 7-9' 7-9' T-9• r-31 t E 1 40A 10'-0 10•-0' t0'-0' T-6` f'-� a 1 A w Y-T T-7' T-Y T-O' i" 8 1 4641+•• IV-0" 10•-A• 10'-0' T-2' 1" ` 8 1 46.0'� Y-4.� 7'=4• T-•• b'-•9' 11 E t/8 Yn 30.0•M 10'-0'. •.30'-0• 10'-0' 7'-0-O' t.��-. 6 1/2" WA)� 7,-3, - 7,-3, - 7�-3",-. 6'•-E'� 1' 81/8, �.� 60.0 a•• 10'-d' 14'-0' 10'-0' 6'-9' 8 1/2'. E6A!N Y-3' T-3• _ T-3' b'-y 1• � 8• •� `- 0_•►+ 10'-0' e'-9• s• e 1 60A•» .T-Y 7•-3' �7,-3•� E�-2^ t• t E' _..._:�rY.� SLAT PERFORMANCE CHART MI (ONLY VALID FOR 11W SLIP) " t $LAT PERFORMANCE CHART IV ICES$THAN 179'SUFI FORAGNENUA)DEURA.SD.OESIGNPRESSURERATtNO(pa0ANDSMU MR&IOUNTCOYDT MFOR t FORAGNENASQOESIGN LOAD(O.Uj,4=TER MOUNT CORWGt1N INCLUDING x cam' WBTALLAT10N91e60STOMA BARBf�R D8TAR2BELOW ANCNORTYPE ANDfdA'1MSTALLATfONS Vx2a STORM BARBPER DETA0.28£lOW ,� •� CHART IHb1 mei CHART III01 j ' SLAt en u P1N1n0N VIVO TAPOON XLANCHOR to mkwm V"woo R�'6E.V,n 16LVNF ASa IWO USE YA IMM POSTIK ASA USE YAIG6R1 oETNfEN F061tiYE uA1a1R1M tE SI10"Q!TAPCON XL ANCHOR A H4AASNL A.SA.IQID ASA:LOAD YIbUE 1• •gpyy«_ t: m HIN.BLIT SPAN YAIL SLAT WL SIA7 IA1U1 SLAT SPAN 'L • REQ 1!L SEPARA1Y111 TO WW37AN' SPAA Dw�r6uua ' AV 9�W 'LAINL•(FI) (IS) 1imm 10 BNx OP SLAT(00 O mm '1.IL61t FT twoom Cf arae po �\ T,•\ \`��rfApm _T/2'A.rscm AN P� vu MAID-art xao-0uc O STORM BARS udlo J 1T/O SIO. vm Y/7 (2)^<•EA^ s S'GA Rom MINI -m q/ �w/ •ttu+e-pw (PEn (TIP.EACH SsCE,13.45+0)1 fW) 1rn1a• Wta tp7We • gum 20m 11um� • • WIM)-ZQK • Lxr • +-3 4 DETAIL 1(ELEVATION) 8 1187 ,76.0 a 4•-3' ,._.._.� S•_V...-...W-91 S-9, 61 -1, '-_....._.,_......./8• a E,'0, 41�QT�ii.; 19.0 w 4'-!` 6--w4'-D+ 3'-11'.. ._ 88�- 4 M 6•-10` t'-C- $0.0 '-C-. 1" $0.0 w S'-Y- .5'-5` —8'-3' Y Y-9• ^i' - eta' i i S-9' S• 1.ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS BB.O•'► V-3• e•-3' s'-3' S'-7' +• 8 1/8' as• s•_7• ANCHOR SPACING SCHEDULES 0,t SHEET 21 INDICM SHAT A SPACING mo�• C-t• a'-t' E-t^ 5-S^ 1 8 i a- aw• s'-5• 13 AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND AS.D. DES" - LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOW FRMEIE WALL TO BE BUILT SMCTLY IN ACCORDANCE 11754 SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER..23 OF ,...._........................ '1d W FOR Ooutl X FSR-MM(G446) THE FLORIW, BU7.DING CODE, MINIMUM LENGTH OF WALL AT EITHER a smmm PINE IST( SIDE OF OPENING StiA;L BE 33. xnt SPRUCE WW FOR -Fif"9FH -0.4 38). SOUTHM C 1o'-t�/t• i i � AT SPAN DEFINITION w Y.VJD IM SL i I 1 n•1 FLORIDA BUILDING COOS Rot wgb Velocity$vnicaaa 74") uUL QFD-111P0tR •'t ami tilt=ex. •• OPAMU dT: } $SSS$ m INSTALLATION INTO WOOD FRAME STRUCTURES } p•Pj�j j &+auli�ilu ' 1, TaL1r re1L E C oNecrniPA*YEXPERT SHUTTER SERVICES INC. e ': ;\\_.,: \ ♦ era Ka tc+.,a sa ate,wtp•, n atua p£,RE saga+ ,\ \ \,_I/2'tSxxDoa un = 1'.y1 AAp (�•'�.�.$f� >> Pkm:.Dcopn.,sTo-.r.,,:{uopr,-sasl t628 Sq,s&LLTUDRt s'tA£Ef 17•-2M. YA (2)2'.6"45000 BRAS '�' Yl7� '� S 5\ PORT ST.LU (m'•E"SXF-ti:r%q t .. ..S/.......... 'f •-me&amtawOaoLeam autt'Rw ro. ., �`} IS FA-1kID•i19 PMPtC S T.tua..fr )ait^aP➢0 l'i•4 i.i•"!•"S L•••....-. gN.7FR A.TH.UT,k.Px- a a OYOIRd — •M A I.f�SM DIA DETAIL 2(ELEVATION) - e.E"s£AL/STGNq(ORE/GATE nolaaan uo.!a+1sT •,.>. „ ,oar 20 ate MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN.LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 1 ON SHEET20) (SEE DETAIL ON SHEET 20) SW 9PRl ma Asa SLAT SPAN RANGE WOOD GRADE ^ W000 GRADE S'>S to B 6 b r'>1 w 4*11>7 L91w 4 30.4 6" s 30.0 6" S. 6" 6" 6" 6" SOUTHERN PINE J2 40 s" SOUTHERN PINE #2 40 6" -6. 6.16" 4 3/4" (0=0.55) 50 _ 6" (G=0.55) 50 6" 6" 6' 6" 4 3/4" 3 1/2- 60 �6" 1 60 1 6' 6' 5 3/4" 5 1 4" 3 "4" 3' GLAS-FIR-SOUTH x 30.0 6^ DOUGLAS-FIR-SOUTH s 30.0 s' (G=0:46) 40 6" (G-0.46) d0 6' 8° 6" 5 Ila" SPRUCE PINE—Fri—S1kiiN s 34.0 6" SPRICE -FlR-SOUTH s 30.0 6---F'6- 6" S 1 /4" G=0.36 G-0.36 BUILD-OUT MOUNT TO 2"X&*WOOD STUD WITH MINIMUM 912°PLYWOOD ME DETAIL 2 ON SHEET 20) > SLAT SPAN RANGE WOOD GRADE rxrx 0-4 > >R-6 ' I >g 7' >7 9 >I-IV (Fa1 Kartt Kouar a. uawr• Karr uoua• „oar • coonTm,aaKf W >. an, Kam s 30.0 6" 6' 6" 6' 6' 6' 6" 6" 6" B" 6" 6 SOUTHERN PINE 12 40 6" 6- 6" 6" 6` 6" 6" 6" 6° 6"- 5,1/4" 5 1/a" (G=0.55) 50 6" 6" 6" 6' 6" 6" 6` 6" 5 f J4" 5 1 J+` .t" y, 60 6" 6" 6"• 6" s" 6' 5 3/4' S 3 4" a` 4" 3" 3" DOUGLAS-FIR-SOUTH 534,0 6" 6" 6' 6' 6 6" 6` 6" 6" fi` 6" 6' G-0.46) 40 6" 6" 6" 6' 6" 6" 5 1/2-1 5 1/2- 5 1/2- 5 1/2- 4 1/2- 4 1 2" SPRUCE PINE411-SOUTHy 30.0 5" 6" 6" 6' 6" 6" 6' 6" . 6" 6^ 5 ,/a` 5' aO. 6 lr' ted A.Tl �✓ *MAX. SPAN FOR'SLAT FORA ��lll1 'a�rr (�' f10RMA 91JUA t6 CCDE onh Velocityfiurricano Zape) GIVEN A.S.D. DESIGN LOAD SHALL NBW EXCEED MAX, 1 NO-44167 y om+r r¢ea aM awm on SLAT SPAN INDICATEO ON # Nr3itttluS '"* �`"` 140 Sbntmrsystem SLAT PERFORMANCE CHARTS II. E C O INo. aau ON 20 SHEET. aQ"""%� "�""` �` rnur resnwa a c«waccsKKo coK►rKr EXPERT SHUTTER SERVICES INC. ,�� l mae K� s.9b sa,N12c.mw ll.urp 1676 S.M.ft?UOW SIRtArr ? C�• ,{�►lS1 sN. e5Nr1•,wo. tus rr•ias 17-244 -rota tricio0oa3ccm POR-Sr,UX3L R�34064 ORAM9ro w OPVAL� ,11 ®awsna craw ems ?49-VM,FM n W..CM N--- }tµ.iQt A r4lrt Jr.P a w masa s., wv,s >ot+aaa aw P.E S URE/WlII ROR6A ue./4416 ur.ar. S"m at was e a TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A S.D DESIGN LOAD(p.s.f.),&A GIVEN STORM BAR SPACING(ft)** STORM BAR SPACING (FT) i7A11N0 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.567' of 30.0 l9'-o" i t'-0" ill-o'. 11=-0" 17'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" i THIS REGION IS ONLY VAUD FOR INSTALLATIONS; 35.0 19•-0" i i''-0" i 1'-0" 11'-0" 11'-0" 11'-0" i 1'-0" 11'-0" 91'-0" f!'-0" 1 W/ 1 OR MORE STORM BARS PER SHUTTER, 40.0 ill-o'. 11'-0" i i'-0' 19'-0" 45.0 i f'-0" 11'-0" ll'-O' 11'-0" 11'-0" f 1'-0" Ill-o. 11'-0" 1 j,-0" W-0. _ 50.0 11 1-o" i 1'-0" 11'-0" 11'-0" 11`-0" 11'-0" ]i'-0" 11'-�o* • SIS REGION IS ONLY VALID FOR 1NSTALLATIONS ; 55.0 11'-0" i 1'-0" 11 1-o" 11'-0" 1 i'-fl" l f'-0" l 1'-0" 11'-0" . 11'-0" t 1'-0" + 4S'j 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0 l 1'-0" _]1'-0' ]i'-0" 1 t`-0"_ 11'-0" 85.0 11'-0" W-0, l 1'•-0' 11'-0"- 1 i:-0" 1 t'-0" 11'-0" 11'-fl' 11'-fl• �- 70.0 f 1--0" i l'-0" 11'-0' 1]'-0" 11'-0". t 1'-C?"�- 11'-p" 11'-0° * 11'-0° • - 75.0 1 1'-0" Tt'-fl"M _i 3'-0' _11'-0" 1 1'-0" i'-0" 11'-0" • - 80.0 1 l'-0" f 1'-0" !1'-0" 11'-0" 11'-0".. 1]'-0" ]1'-0" 10'-10" s 85.0 Il'-o" ill-0. l i'-O" i l'-0" 1 1'-0" - 90.0 11'-0" 95.0 1t''-0" 11'-0" i1'-fl" ]1'-0" 100.0 11'--0" ]1'-0" l 1'-0" i 1'-0" - 105.0 1 l'-o" 1 i'-o" l l'-0" - 110.0 11'-0" -,-1710- 71'_0" 11,-0'• 10'-lfl" 115.0 1 i l'-0" 1 l'-O" - 120.0 11'-0„ 11'-0" - ill-o" i i'-0" 125.0 11'-0" 130.0 11'-0" l l'-d' W-0, 135.0 1 f'-0" 11'-0" - 140.0 1 f'-0" 1 i'-0" 1]'-0" 145.0- 11'-0" 7 - 1' 0" 10'-11" 150.0 1 1'-fl" i 1'-0" 155.0 V-0". _160.0 1 jT.-p" -..1 l'-O" MEASURED W BETWEEN CENTER LINES OF STORM BARS IN `'� '''�� '�i FLORIOA BUILDING COPE(Non INgh vefoaty Humcann Zooe) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM rt t BAR, Igo 441 61. 0.1417 I)MO rec. NautilustFAW �••• RolltggShirNerSrsum oa/.1eJn i 0Ino. CAN EXPERT SHUTTER SERVICES INC. - rK' Q.'•_."./ra` He!x�svw m.m•svr, Nu.saa � �7 u. 1620 Sx 5LIMORE Smw 17-244 et • ••ta»#„_,b,,..0:t ,`si, Paty sr.Loor-n-34Ee DFARM e-mo2:4;sceLooLrn •T�� '�. f6-o�06y,4 Axa:row)y.v-eox.neu hr�mawca dw�.M WLiCR A.TILLR d:A.C. ,a%w •xpmr � •�N Rfamp 4r•1 P. OAIE nmsa ue /alar , u,ro. . WW 22 ag t TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER, REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TDP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(o.s.L),&STORM BAR SPACING (ft) SECTION 51-51 SHEET 9 FOR A GIVEN A,%D.DESIGN LOAD .s.f. &STORM BAR SPA ING -cowSTORM BAR SPACING"a"tF+1 STORM BAR SPACiNO"a"(R) 1° 2' 2.687' 3' 3.8' v 4.8' S' 6,5' S' 8.667 2' 2857' 'J' 3.6 4' i:9' S• 5N 8' 8.M. �3D Ae.cD a B D c o A$,C.o _ALM_�y/BCC.0 _,ly9aCpr___A �CjO A8C,0„ 000 B C D 6 0 D &BAD C e a AB e c c c b0.0 BCD B D 8C0 A D B BCAP," CD q- 6XID OyO 8,C0 8C0 $ O 8CD 0 8C BC BC A 60.0 $CO C ABC,D A.8 D CO 0 B.CO B,C & CD 8C0 {Q6 CD BC B CD A$ C A;BC A A A 46A BC,D 8CD BCD C.D 0 68AD B,CD A. C,0 AACD A,8,C 43.0 A&CD BCA BCD A8 ABC A181C A A A A GOA A$ 0 A8 C A C D CA AB.0 D AB CA AB,C,D &0,0,0 A.9,CQ &ad GOA ABC 0 AB CD A,$,C D A8 c' B C A A A A 760.0 8CD AB D 0." AB.0 0 _&M.D A.B:C 0 ASB CSD' 8,C R C G60 g 0 8 CA B C ABC A A A A A A •O.O V40 C AB.C'D AOC B C 0 A.B C,0 B.0 D- •A. G C AB.0 110.0 AB.C,D A.S C - C A.B A A A A q A 60.0 C D C O C.D B.C.O $ D 9 C.D A C A8 C C B N'.0' AS.C,O. A8'C A.B.0 A A A A A A A AB .0 -A j9CXCO &8&0 ARCO BC. ,C ABC JkB I A 70.0 BCO AJLC A A A - A A A 70.0 8 C.D B C A.0 C 0 S C A.0 C 0 8,0 S.0 B A A 78A' 0 C.0 AB'C A A A A A A 6R0 BCO BCD AB.CO 890 BC BC C A A A 8011 AHC A A A A A A a" 880 A&&M 0 8CD BC & A A A 83,0. BC A A A A A A N& BCD A,B,CO AB C.O 8C BC SC A A A A I0 B,B A A A 1 A _ - 9SA AB,C.O .,4,6,co A C,0 ,C AB,C B A A A A 9g0 B C A A A A A 1OQA A.S.C 4 AB, 0 6B„C B,C AB.0 A A A A A Imo $C A A A A- - 1GG.0 8,C�0 A CD C BCW, B A A A A— A lOOA 8 A A A A 11011 AB.C.O C'0 B C A,B.0 A A A A A A 110,0 A A A A - .- 116* BCD A, 0 ABC AB.0 A A A A A A /13A A A A A 12011 A18,CD .0 C B A A A A A A 125,0 A A"`-' A —A - 12GQ' C D ABC A A A A A A A 12311 A A A 1II0.0 koCID ABC ABC A A A A A A A 13511 A A A 13011 8CD $C ABC A A A A A A 103,0 A A A 140.0 8.C,0 C 8 A A A A A A - 14U A _ A A _ 140.0 AB,C.O 10- A$ A A A A A A - 14&0A A A 16110 B.0 0 B.0 A A A A A A - - 1 k A 1660 C B A A A A A A - - 13QA 504 A A MOBC S A A A A ANCHORS TYPE LEGEND A 3/wo CARBON STEEL Kwx Bots Tz EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*&S'Min. THICK POURED CONCRETE (f'c - 3000 pal) B 3/a'oxi 1/4" POWERS CALK-iN ANCHORS W/ 1 7/4" )din. EMBEDMENT*TO POURED CONCRETE(f'c = 3000 psi)& 3/e"o-ia MACHINE SCREWS C 1/4"ox3/4'ALL POINTS SOLID-SET ,,� ANCHORS W/7/8'Min. EMBEDMENT*TO OR A,?,'1'u POURED CONCRETE(f'e 8 3000 psi) do Q�t ;�j• /4-4-20, 18-8 STAINLESS STEEL MACHINE ��R••�r'/. '� FLORA'$U www Com(Nonmth ValOcity Bunkono 7,wte) SCREWS :•`'• r6� ` C20iT c2rEcfl watxwAn sn D s/1B'o my/eumDc TAPCON ANCHORS w/ .SS �.; �} � A Nautilus 2 1/4'Min. EMBEDMENT*TOO POURED i '`' _. : ��.; C'6 ty INC. nmNerS} n1 - aamM CONCRETE(r a .. 2899 pal) q.aq EXPERT SHUTTER SENCES INC. _ �Q tt 71U1T 7�$ia{G d piQ�NgkRM10 COL AHy pj••' '`�11 wasa_. ,os� auw 7620-S.N 61 MORE SIRW j •:. , + t 'x a^`'. FORT Sr,CUM n_44081 * EMBEDMENT IS BEYOND ANY FLOOR j CEILING FlNISH � '+ C t t 1.=..:nn , ��c�n-, loaacwc r. %� SAL L� iitt ®•00067,9 twiOra: Wal 744.9176.CAA ni an-cs, .v[ Vmna A. UT:'.P.F aw,s wswe ut, Rns 4mo�fw a� P.E. /pATC rL�A 48.t 44167 w.6-v, rR({T 2J 0f 26 6 c SCHEDULE 1a FLOOR TO CEIUNG•([RAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(A•a.IJ & A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FORA GNEN A.S D SPACING(ft)» DESIGN PRESSURE RATING(P.S.F.) &A MAX.MULLION SPACING(F'f)' MAXIMUM MULLION$ MAXIMUM M LLION PA 4 UAW. i ASA 1WQ"11 4'7B'S IW MULLION 4'lt8"7t1/4'MULLION (# 4 xrxV4'TH0K(WFLANGE)MULLIONp�j waxi, (p4'A-xI14'MULLION 4WN114-MULLION 4W-AI/4'TfM Mum SPIl7t4BFL&93E}KU (P-1.) omwaoli it 17REIdATA.V#2( 1 fttf ORtEMATION$2 77 WAM#I OtLEM W!i 112 ( ? 'OR?E1AA7m#I' Of»EtrD17roN•.1 CO-WATN.NV fl,WTI 0I8EI0ATt011 12( O L71TA7t011 2 ENO 11ftPlBOA ENO RAMOR ENO Wt6186A END W FR*R &0 ENO RMKA A -ENO' INTEAM Do 977fRffiR� END LVtER10A ENO 1NtER10ii END R'O'RSOR JD.O -0' -10' B-8- - 7.«3 11'-0' 9_-4 i 3'-fT .t.'-6' 9-8 7-6' 12'-b' dQA 0'-+0 7-70' 9-8` - T-3' t2-0' 9••4 70-7- D'-p 12'-8• Y-D 12-B 330 10'+0 7-4' a.-3 �� 6'-9' 11'-5' 8'-8' t0'+O" T-T 12'-8' 6'-N' 11'-11"...12'-6' 2fY-0' r-4' 9'-3' 6'-8' tt'S' TB'-!' t0•-0' 7•-7' 60A 2,Q-0- $'-1,�', W-10• 6•-P ID•-IY d•�t• '7" Y-3' 12'-B' W-S 8'-S 12'-8' ;MA -0• 8'_0• '"•f0 g'-{' t0'-1f' 8'-1• 9•_Y T-3' 12'-6' B'- 1 -B` 43.0 10'+O' 6'-8' 8'-D' 8'-6• 10-6' �T-8'• 8'- 8-71' tT-8' T-1T 8'-2' 92'-6' "4SA- 20-0 6'-6' 8- 6'-$ t0'-B• T-d' 8 3rw 6-11 11'-8' 6'-2 72' 3Q0 20'-0' 6'-2' 8'-2' C-0' 8'-11' 'T-4• 8'-11• 8'-T i '-.6' Y-4' S'-1!' 12'-8' 60.0 !D'-11' 8'-1• 8'-1' -81-0• 70'-' 7-i' d'-11" $'-+�' 12' 6• $==11• i' .. 85:0 20'-0' S 71• T-tt' .5-8-" .9•-0' 8-8 6'-7 9-3' 120-0 g'-8 S'-7 72'-8• 20,_C•.. 9=71r T-tt 9'-9 9'-10' r-0' W-7• 4'-}0' t2'-4' 8Ly 12•-6' DAO IT-F 'S.-9 -9 S'-8' D'-8' C-4' _7_6' -7'-2' 17-0' 6'-4' W-6' 12•-6' 0OD 19'`9'_ S'-9' 7'-,9' g'6• 0'�3' 0•-10• 8'-8' A'-d' 11'-0' 9•x,6' f1•„8• 85.0 18'-4• 6'-9 T-8' b'-4' 8'�P 8'-4' 8'-4` 8'-2 1t'-t0` 6'-1` V-6 12'-6' PAD 48'-4 b'-9 _ r-9' S'-4' 9'-Y 8'-IO• 8'-5" C-8' 11'-10' S'-8 1T-B• no 1T-4' 9'-9' r-8. _ S•-4' O'-2' Tyr 8'-2- 0-•2 11'-9` $'-3' 0'-0 12'-8' 70A 17`-6' S'-9' 7'-8' 1•-i' 8'-b' 6-10 8'-{' 4'-8' tt'-9' S'-D 77-8 T-T 5'-Y '-0' 8'-3' ''-D' Q'-2' it'-Y '-3' S'-8 I2'-S' t8' 6'-9' -7• 5'-P. ' 8'+t0' 5'-3 i•-8' ti'-T S-6 12'-0. 560 7 '-9' 8'-9' Y-T 3'-+4' -10' C-3 r-!0' 6'-2' t l'-6' g' $'-0 11`-A' DOD 75'+a- s=9' r-r D'-<' 9'=t' 6`-IO' 8'-Y 4'-D' 71'-B' D'-D I -A• O 7' S•-B• T-T S'«S' Y-9' 8'-3' T-' 8'-2' il'-5• 8'-3• 5'-6 t 15'-0' S'-9" T-7• 5'-4 9'-3' 6'-1D`- W-2• i'-8' GOA 14-2' S'-f0' T-7• S-S' 7'-8' B'-4' T-9' 8'-3' tf'-b• 6'-4' S'•-7 12'-S 9" 14'-Y 5-10' 71-7' D'-9' 9'-J' B-tl' 8'-3' N-10' 71'-5' S'+7 12'-9 -9 6'-4' 11'-5' -5• W-8 t7-3 Ob9 f3'-8' S'-t0' 7-7 D'-6' 9'-3' 8'-tl' 8'-J' 4'-il' .1f•-8• S-8 tY-3 took 12'-S' S'-ti• 7'-7' $'-T Y-9' B'-8' T-8' 6'-4' 11'-5' 6'-8' S'-9 /2'- - 700.0 11'-8' S'-1f'_ 7•-Y S'-7• 9'-S" J'-0' 8'-2'- S'-D' 11'-S' 9'-9 12'-S i t2'-2' 8'-0' r-T S'-Y T-9' 6'-Y 7'-9' 6'-5• t1'-6' 6'-r 5-9 12'-3 1 12'-2' 6'-O' J'_7'. W-71 9'-3• T_t• 8_1• S-f' 11=6' S'-9 13'a 1109 tt•-0' 6'•-0' T-T S'-8' J'-9' 8'-8' T-9' 8`-8' tf-S" 8'-8' W'W 12'-3 ttOD il'-Y 6'-O'_ 7'-Y S'-�• 9'-1• r-2" 8'-3' S'-T- 11'=S' 6�-70' 17-! 775.0 it'-1' 8'-1 T-Y' T 7'-9• 8'-9' T-9• 6-Y it 6'-0' 9'-11• 1-3 1ISO .t1'-1' 6'^i'' Y-T D'-9'- '-;' T-. 8•-3' 5'-4' lt'-5' -t1• Ir ,3�. .120.0 f0'-3• 6'-1' T-$' 'S-8' 7•-8 8'-i0'" 7-9' -7' 7T-p' 6'-f0' W-D' 12'-3. 11 70'-D' 8'••i' Y-S" 6'-4' 9'-Y Y-Y 8•-2` b'-5'T 1f'-S• C-0' t1'-9 1ffi.0 10'-1' G-2' T-Y b'-iD' -10' T-0' T-10' 6-9' 11'-9' T-0' 6'-1' 1Y�i 125-0 1 10'-7 8'-2'. T-Y S-10' 8'-3' 7'-4' 8'-3• 6'-9' 11'-5' 8__t' 130.0 9'.-70' g'-3' 7'-T' 5-10• 7•-9' 7'-O' T-9• i-9' it'-5' )'-0• S'-1' 12'-3 7MO 9'-f0' $,-3• T-7• 5'-16' 9'-3' T-4• g•-p 6•-8• 11W +S•-1• IY-• 130A 8'-0' G-4' 6-2' 121-3 Mor—wi- 12'=3 6'-i' T'-Y 6'-11• 9'-Y F-5' 9,� 1404" 0'-1' 8'-4' Y-T 6'-O' T-1 T-3' T«t0' 8'-11' 7Y-S' )'-J' 8'-3• 12'-3 610A 8'-4' 7••.Y 8,-0• y,-3;•. .)•-6• D-J' B-11` 11'-3• T-3' 2'-0 1{0.0 B'-10' 6•-S' T- 6'-0' 7-9' T-4' 7'-9 '.-1P 11-5' 7'-4• 6SY 72'-3 U6.0 B'-5• .r-g' 8'-O' 8'-3' T'-6• 8-]' 8'-If' 11'-5• '-3 77-3 '-e' T-T' 6'A' T-9' T-5' 7-9 r-0' i!•-• T-S' 6•-4' 12'-1. IDOA '-B' T-T S'-1' 9'-T T-Y ,�i-4' T-O' 11' 6'-4' 1'-3 S-6' T-7 6'-2` T'-9• Y_6• T-9' J'-y 1}•_ T_$ 8'-5' 15A0 r-8- 7'-Y tY-2' G•-3" T'-8• $'-2' Y-t' 11'-b' 0'-5' )7- 8'-T T-8' .$' ?'- T-J'+• 7;-9•.,•_?'-2' fl'-5" 1'-T 6'-b• f2' '1140 -'6 ?'_._..• -0• -Y 9•-3• _•_S• - 7,-1•-_ .-3 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT&-S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. 'i MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. mit _ END MULLION s INTERIOR 71''tp - - ; MULLION }9 FLOR10A WUI.NG CODE(Hon Mob Velocity 8u111cOn6 7412) Nautilus MULLION SPACING:"S" ,/lQ�•y�7. •'1 •A`;_`7,'` S0.UT�TC�$aTIsN •aEmNc.orlt.n-wIoNN.+crCo_t�.uw ANv EXPERT SHUitomTnRgsSaNEnR9V7rIsCyEahSm INC. 1626 SAX BILTM98E sMa at 7/-oz,724i„c 44PM 7 /T1j7t1 �"E6�QC 87to 9 Rom fe 7 9-244ti ems'.,rn�h m0�r-em 07t019W Mo WN.iLq A'1 Y.P.0 m.r axma vrt wow rmnw as P.E.SFN,/6MiA1UREj09E t7 mA uc 4afe7 .,.u, , ,y 1 21 a26 a � SCHEDULE 1b � - �LE 2b F�d4R_TQ CEILING R(T AP�EDI A�IZNTJNG MAX SPAN(f)FOR END IjND INTERIOR NtULL10NS FOR AGIVEN WA L NTN SPA FOR p D INTEL R MULJ.IONS FORA IVEN A.S.D. A.B.D.O£SJGN PRESSURE RATING(D.a.(.1,a A 12'•O"MAX.MULLION SPACING(111" DESIG PRE UR RATING A A 12'4rfAAX..FAUL ON A I G MAXIMUM MUON SPAN(JT) MAXIMUM MUWOMSPM IJAtI to � (9-4-4-MWMULLI0N G�4"xa'x114"MULLION G"s 4'xrxt/4'TMCK13WFIANGE)tAULLION ASA �4•x8"x114°MULLI0N G1 4'49114•MUlUON G7 4'1(Pxt(4•THIC( aukant i1PNGE)h1UL1 A PIT "it OFMtr aW4 z ) OWENIAtM 1 OROMAM-4#2( oRIc,lAix7, 1 O(p£MAti(N, 2( Costa OWt2,P110tJ 1 oRmAu m 2 oRa1,rATiG, 1 JMDENG7i0f!12 Of9EBTATION 2 Opt KFERpR END .DJ m OSTEtm END WTOOOR 9,1ES1 EIA 3R MOR RID WTERM IND MfMM ENO END WTUu0R 30.0 121-0* fl-8 B 12-8 tY-8• 12-8 10-7 S -8' 'Ar- It-a 12y-b_ 1�,-a•� 12-0 10- 1 - 9- 12'-0' 19'-11" 9'-Y 72'-6• 17-6' ti•.-i• f0'-0' 12•- 1•-8• •-1: 1 -a' f2'-0' 9'-Y f0'-I1• D•••Y 12•-6• 17_®• I,-11 - 10'-0 2'+ t -{' 12-a' 11•-t0• 1 -8• 6'-9• t'-S' 8•-9' f2-a n'-8` t0.'-! - 9'-8 12- fY- 1p48.0 12'-0• TO'-1' D•-{' 12'-D• 1wwl1' fo'-11• D'-t• tY=B` 71'-Y 9'-0' 1 '-a• 4eA 72'-0• W-a to'-T a'-{' t'-a' 10'-tf f0'-11' a'-t' 12'6' W-0• 12-6=a f -D' 9'-D• 8'-1' T2'-0' 10'-i• f0'-T 8'-a' 12a; 10•-1' -a' 12'-b' bag S2'-o' 'a'-1' 9'-0.`- 8''-t• 12' 10`-k' 1 -T 8'- SY-8` -6 yY-3•ae.0 Sr-0' 9'-S 7-10' ti' 9'_t0' i0•-S• 1Y-8' a3A 12'-D' 7•-10' 9'-S' 7'-t0' •-D•. a'-SO' 1G-3• 8•-8'41" .W-0• 9'-Y - -r-8• )1�4' a'-3 9'!-1S' a'- 12'-8` - 9- r-a' �IY-8' 0a0 12'-0 1-6• A•-2" r-E• w-{" g'-8' -8'-tl• a'-J' f?'-a• '-9" S2'-D8'-12• T-2'_ �1�t'-0' 9'-1' 9'-8' 8-0' 19'- 91-Y .T-3 12'-6•. U* 12•-0' -2• a-IY T-2• 1 9'-11 9•-8• 8'-q• 12'_r r_S• 1y-6 '10,0 t2•-0' T-A' 6'-8' -11' 10'-A' 8'-9' Y-a' T-7D' 12'-e'' A'-tT 7,? 'f'-6• "�- 12•-0• -11' a-9• W-11' 10'-9' 8'-9' 9'-g• Y-D. IY-8• T-2• 121_e "7A0 1Y-0' r-1' a•-6' w-6• t0•-8• 6'-8 W-0' -B 12'- D'-T 8-Il 12'•-8• IIAO .12'-0' 0' 8'-6 Y-8' t0•-6' a'-g' 9'-0' r-8' fY-6' ,2'-0' a'-tt•. 8'-4• 0.'-S• t0'-s• -2' D'-0' 7•�3' ,,,�2•-6• 9•-i• 8•-a' •-8• - ea0 a2�-0" 6•_S• b,_i• �8• •,•3' 9•-Y -0• r-s• f2,_6• .at•.•,D• !W-4' 12•_D• a-!• o•-a-' >•-fa' D-io• _T-2C� 12-a' D•-t• W-q• SY-5• a8A 12-0- e'-a• a•-2• -J'� io'+• T-0.i' a'-fo' r_2• Ir-ir a'-o• W-8• t90 t2 6_6. a-0. 6,_t. 9;2. r^®' s-8• _...t a... _ r�fQ_._._ 0.'^t' 1'-s• Sao lY-0• e_t• o• a=T: 8rT1S• ------- F.S. yQ . 6.• r_q. S _g• i.1Y-0 a4• 710 5-11 8-3 T'-S' B'=a• 8'-SO' 12'-t' T-g• 'a-Y• fY-6' '-' ' • • ' ' ' 8 6-2^0.'-a' 7'-O' 8'-r� 6'�8' It'-9' 7D• D 0' 1 -8' SODA fY-D' s'-4• 7'-0' ' ' • ' ' ' ' '8-8Y-r' 1'-6- W-lo• �CHEOULE 1G (LIMITED LOAD,MULUON SPAOlNG 8 SPAN iNSTALLATJON) SCNPOU�£2b' (L(hl1D SOAD.MUU idN , • , • ,SPACING F OR TO CEILING FORA WALL MOUNTED FOR EWQ,%INTERIORMM FORAA GI L GIVEN A.S.D.DESIGN PRESSURE f0 a t)ANDPFOR fC ,�D 8 BIT(CASE~Ia&N)MAX MUI t N N - A.S D. N RESSUR ..E 17-Cr 8 t gifiL MAXIMUM MULLIO MAXIMUM mill..LIO PAN G 45,E 114•T)NCKGt 4918'x)(4'7HICK G3 Tx7'xf(4.7H1CK sA G 4'xU5c1/4'TNICK G1 4'xb•xtA THV( G3 �'x7NWITHICK Ho lMULUMlAtateal MULUDN MULLION " MUUJGN 1> 1 ItULLKNi iAULLMALUdii wmmA un p JtgM/ w%ry wm#t mom! fm is q�fruaxf � ro 1pAR,D 1- - f P / 11 (c)t' (0)t (Tit 4�t (0)t t (0)t '�'�' ru�rr�x � END (s+fJ �' {�� (D)f P,t (fit Mt #fit (U',t -w ENO VITERIOR Bm IMEF.WR MIERMR END 911ER•AR /MULLION Ef70 I17fEIDOR END- iNIUDOR WW= ESA mTVwR / 12°-0" "`""_''12•_8' I2'-6' tl'-1t' t2'-8' t0.'-O' 12'-6' 12'-6' t0.'-I1' 12•-6• - t 40.0 12'-0' 12'-0' 11'-b• ft'-{' 1Y-e' 1•-6• - /1-0• 35 i W.9 .12'-0' - tY'-8' 1O'-I t' 10•-1Y fY-a• - 11•-0• cm _4Do f2:_�_ - �r-3• Itr-0.f• fa-t1' tz'-e' tt'-D' INTERIOR cast aao 0.r-o - fY-D o-a fo-r a-s• - 1r_9 80.0 If-p- - 57-0-0• to•-4' to•-r-12":-451 - 111-0• aao fs•-0• - ,1•-e• •9•-s0. 10-Y fY-s• - sr-D• • _gD�0 _,•1,�•-D• _ 11•-e• D'-fD .0.o'-s• L9•-a• - tf.D" �, _i MULLION 00.0 fr-0' at'-{' 9'-S'-'• -;-11'--tY 5.•-T -'. -0' _-_ -' "'-'i a0.0 12'-O• 11`-P 9'-S' 9'-U` f2'-6' W-7 f"-0• - t'.. •_A' 1 11'.- t t`_ _ .t i'-' 9'-4' 1'-. - o a-o - 12-a it-a 12 c• a-s• fr-oe-0. - s-o s-D 9-q A - 9_ 40.0 B-J0.' - /2'-9• tY-6• 1X'-8' 1 •_6• ti'-0" (; ,{pp ....d�.y� _.-...•"g 0• S•-D• 9'-0' 9-0' - 9-0•_ {oA a-o' - 12'-s' t2•-a• 12'-6• Lr-e- - r-c MULLION SPACING "S" kao _ 9•-D a•-m• OA$q _.« 8'-D' t7-_•W-8• tY=B' 12'-6• t '-e• tt'-O" gq,0 g•-0• _ A-D' D'-D' 9'-0 9'- „� 8'-0' - IWI_ Y-6^ 12'-1' 12'-8' f '- 0• -01 a89 6•-0• tY-6' t2'-a• ff•,,0• 2•-D•-- _ If•-o'._ SLO e'-0• - 6'-0' W-0' V-01 tz•-a• f Y;{' 12'-• - i Y-o' 'MAXIMUM MULLION SPACING SHALL BE SUCH 6II' - b•-D` 9•,D• a•-o' s'-o' e•-0• 0.•-o• t Y._a• , _ a•- THAT MAX,ALLOWABLE$LAT SPAN FOR N.0 e' '-0' 9'-0' ' e'-o' - 9• 300 a-D -D• 81-01 w-01 9-o - 9`- DESIGN LOAD SHALL HOT BE EXCEEDED. 5WF b'D• - 9 0 e'-o -vv--2 -0 e-o e'D• Y-o• 9'-0" 9'-0• 9'-O' - 9'+0' 7eA 8'-O' 9•-0' 9•-0' T-0' 9'-• _ 9,-p• 4O.0 a•_01 - W-o- s•-o' p'-D• a•-0` - •-o• t MULLION ORIENTATION IS AS SEEN FROM THE --� e'-D' _ - g-D• 9•-0'-- s'-0• e'-o. TDA 81-0' - - a•-D, -91 9-0' "a'ar" 8•-0• OUTSIDE(EXTERIOR)OF,PR �(gTN - D=am - s'� s'-cl s'-o 9�,D' _ eD.9 8•-0' - 9'-0• 9'-0• 9•-0• •- fa•�A�)aPf^• 90A '9-O 9•-0• 9•..0• p•-0• B-0• 9••A• a_0. _ 6,-0. •_p. -0' , 0. _ 0•,.0• tal �,... f/.'.• - -0. 9_0• gyp•0• p-6• CA9ESS DD9 g-0� 9'-O' 21-0• 9'-0. 9.-0. _ 9,_O. ,t0. •` .la fh•'I(�+/A•0. t _ _ e•-0• -0. g.-. eaA a'-D' 9'-D' 9-(r 9'- 9'-0 - -D• 2t F At. +��P 1�•'' FLORGh BUILDING COOS(Nan Mh Velo6ly Ounicam?Am) 709 a•-0' - 9'-0• 9•-0• 9•-O• W-W 9-0" 7a9 e'-o - -Jr 9 e'. ' s-o• D-w W j B f r c saf f su tEm w0. +� • 00A let - vav D'-0' 8'-9'• V-o' - 8'-0• �7. 7 a `i�* "�S DRA•.k'�Bx: mo 9'-0' 8•-2•• a'-3'• 9-9 ,-S A ii Sao 8'-2'• 7-9'- W O' - 0.•-O• ,sg ■im9 A-_ s,-o" r^•8'• - 9.-0• 'p.. • t� 1i ECOIN' VM Ro1i$y9AuxarS q9 m/u .\ T{ U No t 0.T, LRD COMPANY EXPERT SHUTTER SERVICES INC. 'NOT£:USE G'-0'•IF ANCHOR CONSISTS OF HILTL SPtC HUS-H SCREW OR POWER FASTENtTtS, 'yr� 1 1154 ezt a,n.r0.vee a n u•u 1826 SX @ LiLWRE gipfd7 ,�� 1 On,m-•STe,n r co-Aw°,>T roar ST.L LUL fl.7l2SA 17-244 VJE0GE•B0LTANC(tO12.SEE SCHEDULES 1 d 20N SHEET iMl ,t((1q ,%aftop t0" marc, cn11.2 ease,rAu ef, mao 0M�0 8e vuVy)QiA, P,E 5 Ur PL ®, .savor. o0. e"� man.a ux /SIGNATURE/DATE ROtflat I c/ut87 an r0.. SNRT 25 or,*a r r, SgHEOU E lg SCHEDULE 2c FLOOR TO CEILING.(TRAAPEDi MOUNTING WALL MOUNTING MAX SPAN(ft)FOR END AND INWERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MUWONS FOR A GIVEN A.S.D. 1}S D DESIGN PRESSURE RATING tp.s.lr),&.A T-0"MAX.MULLION DESIG7N PRESSURE.RATiNG�A.S»F�y 87 AND T-0°MAX.MULLION SPACING SPACING(ft)• F ' MAXIMUM MULLION SAW—MMAXIMUM MULLION (ETI 8 (1)4N4'91#t4-MULLION GI 4•rcnIWMULLION G2 4xMI1A"TNMi{tWFLANGE)KWON oeapr�t �. 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