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Home My WebLink AboutBuilding Permit Application (3) 1/20/2020 Florida Building Code Online ' BCIS Home i Log In I User Registration f Hot Topics ? Submit Surcharge i Stats&Facts i Publications ( Contact Us BCIS Site Map Links Search i 01, Product Approval uSER:Public User i i Product Approval Menu>Product or Application Search>Application List>Application Detail - FL# FL12246=R4 Application Type Revision Code Version 2017 RECME0 Application Status Approved JAN 2&:2010 "Comments p®rIfi1.6�1f1g�� , Archived St. Lye j '3rt M@nf Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772)871-1915 Ext 106 callexpert@aol.com i Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 Call Expert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. = i Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996, E-1886 2005 ASTM E-330 2002 TAS 202 1994 i Equivalence of Iroduct Standards Certified By https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OVIiltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 1/2 4/4/2019 Florida Building Code Online Sections from the Code RE�p J� 2 Product Approval Method Method 1 Option D 7020 'Prt11i n4 Department. Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 ISummary of Products ...... ..................... F Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Ltml s of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2, 3 and 4(basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- and+160,-160 p.s.f.at 8'-0"span with 1/2"slip.See sheets 244 PRODUCT EVALUATION REPORT.PDF 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes �exf Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by 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: Credit Card safe I I https://floridabuilding.org/pr/pr app_dtl.l spx?param=wGEVXQwtDgvzRNLe5g4OVli1tCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 2/2 GENERAL NOTES! 8,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANIS SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER.. 1..NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PROOUGj EVALtSAT1gN DOCUMENT[P.E.O.))HAS B£Eti 9,ANCHORS REQUIRES FOR STORM BAR$CONNECTIONS SHALL BE AS SPECIFIED.ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE.2617 (6th EDITION)OF THE FLORIDA tBUILOMG CODE. i/4"CALK-INS MANUFACTURED BY POn$R FASTENERS,INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZOITES(4WAI-RADE -1I4'Oxb/4'SOLID CALK-INS MMANUFANREP BY ALL ERF INC. /BROWARD COUNTIES), -3/8'6 WK BOLT TZ MANUFACTURED BY-H1LTI,INC. DESIGN WIND LOADS SHALL.BE DETERMINES AS PER SECTION 1609 Of THE ABOVE.MENTIONED CODE. -5/16'0 TAPCON MANUFACTURED BY RW BUILDEX,INC FOR BASDIREC ZONA SPEED AS Kd-O.MEOLMED SI THE CE 7-10 FOR WHERE TNEON SUNDERS WELL BE INSTALLED MINIMUM EDGE.DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL:SE AS INDICATED BELOW OR.AT ABOVEMENTIONED SHEET. FOR A ALL NOT FACTOR Ktl=G.M (4S.G ASCE 7-70 FOR(RATINGS IpNS LD O£R HEM 15 EDGE DISTAME AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL, AND SHALL NOT F)(CEED THE MAXIMUM (A,S.O:)DESIGN PRESSURE RATINGS RII)ICAiEO RNSHEE15 15 TM 18&28 THRLI'26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONODMN.ULTIMATE DESIGN WAND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO kS.D.DESIGN HIND LOADS BY MULTIPLYING'THEM BY 04 M ORDER TO ANCHOR SPACING O IOOX EDGE DISTANCE*1COX CONCRETE C014CRETE BLOCK TO COMPARE THESE W/'MAX. (A,S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 46&20 THRU 26. 3/8'Olrt 1/4'CALK-tN 3 3/4' 4 112' 1 1/4'(3000 pal) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STA£SSEO, 1/4'0x3/4^SOLID-SET 3" 3 7/8'(3000 psi) NDT ALLOWED. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS bM USED IN THEIR ANALYSIS, FASTENERS 3/8.0 KWIK BOLT TZ 9' 4' 2 1/2'(3000 Pal) NOT ALLOWED SPACINGS TO WOOS HAVE BEEN DETERMINES IN ACCORDANCE WITH N.D.S.2015. 5/16'0 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 001) NOT ALLOWED NAUTILUS ROLLING SHUTTER.SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAS OF SOUTH 10,ANCHORS REQUIRES FOR.MULLION CONNECTIONS SHALL.BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS t0, FLORIDA,REPORT y 1030.01-08 AS PER ASTM E 1996-05 E 1886-05 AND E 330 STANDARDS-OUALWYING TOA.. 11, 110, 12, 12A. 33& 13A, INSTALLATIONS FOR WIND ZONES 1, 2, 3&4, MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION -KN1K BOLT TZ:EXPANSION ANCHOR MANUFACTURED INSTALLATIONS,AS DEFINED BY SECTIONS 6,2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1998 SEE SHEETS$9 fACNREO TTY HlLTR,INC. &20 -HUS-H SCREW ANCHOR MANUFACTURED FA HILTINC. FOR ADDITIONALIJMITATIO?7S, -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TS ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS IN04ATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT'END RETENTION SCREW CL}]TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 Ste, EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. -YIELD STRENGTH CNGTH AND 90 ksi TENSILE'STRER CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O TGOX' 50018.ALL S.D.S:ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX& SHALL COMPLY W/FLORIDA BUILDING GROUT FELLED DR CODE SECTION 2411.3,3.4. 3/4 ANCHOR SPAGNCO 10CX EDGE DISTANCE d 1008 CONCRETE CONCRETE BLOCK "0 KWIK BOLT R 27' S. 4 3/4'(3000 psi) HOT ALLOWED S. BOLTS TO BE ASTM A-307.GALVANIZED OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 36 I16L MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH, 3/8'0 KWIK BOLT TZ 6' 4 3/8" 2-(3040 PSI) NOT ALLOWED 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS (I6;095,225.AN0 #7,409,980. 3/8'0 HUS-H SCREW 4' S. 2'(3000 PSI) NOT ALLOWED 3/8.0 WEDO£-BOLT 4 1/2' 4 Irl" 2 1/2.' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL.FORE SIDE RAIL SHALL B£AS FOLLOWS: 1/2'6 HIS-H SM 0R MIXT O,T S' 6 3-(3000 PSI NOT ALLOWED 5/814,WJ_N SL o OR W..6bE 80LT 7 I/2* 7 1/2* 2 1/2"(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED.CONCRETE:MIN.3000 p.s.L COMPRESSIVE STRENGTH. 11,THC INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL.PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 5/16"o TA.PCDN XL ANCHORS AS MANUFACTURED BY ITW SUILG£X.INC. TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL.PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTT, INC. 12. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT tS TO BE ATTACHED TO AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHOW.E.THIS PRODUCT SHALT ONLY BE ATTACHED TO.CONCRZI£.CCNCRETE BLOCK OR WOOD FRAME BUILCIHGS; 2 134"FOR 5/16.0 TAPCON XL ANCHORS&2 1/2'FOR 3/8'0 KWIK MT 3 ANCHORS. NO MBEUMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL.SPECS INDICATED IN THIS DRAWING PLUS ANY SMOtNO AND ZONING REGULATIONS PROVIDES BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. A2)MINIMUM EDGE DISTANCE(E.O.)INTO POURED CONCRETE SHALL.BE: 4'FOR 5/16'0 TAPCON XL ANCHORS&5'FOR 3/8'0 KWK.BOLT 3 ANCHORS, EOC£'DISTANCE is BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERLAI., 75. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:la.'WHERE'THE S1TE A.3)IN CASE.THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CON0111ONS DEVIATE FROM THE P, €.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL RE LONG ENOUGH TO REACH WE MIN STRUCTURE,BEHIND SUCH PANELS. - - (0) CONTRACTOR.TO 6E RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PROOUCT;BASED ON 1745 P;E.D,PROVIDED HE/SHE.DOES NOT DEVIATE FROM THE.CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SNE IS.THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:.ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITN BUILDEX, INC. (c)THIS P,E.D.WILL BE.CONSIDERED INVALID IF ALTERED BY ANY MEANS, B.I) MINIMUM EMBEDMENT OF 5/T 5'D TAPCON XL'AHCt10RS INTO THE GROUT FILLED CELL CONCRETE BLOCK (tl)SITE SPECIFIC.PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNE BED BE 2 1 4'. G RECORD (E.O.R.))�FOR THE PROJECT'AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACING AS NO EMBEDMENT INTO STUCCO SMALL BE CON51DER£D A5 PAR7.OF THE REOUIRF_D EMBEDMENT. A DELEGATED ENGINEER TO THEP.E.D.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFICDRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLET)CELL CONCRETE BLOCK SHALL BE 4',£SGA.DISTANCE IS BEYOND ANY FINISH MATERIA.. (e) 44 RIS P.,D SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATUREOF 111,11E PROFESSIONAL..ENGINEER OF PP CORD T EPARED IT. 8:3)IN CASE THAT PRECAST 51ONE,PRECAST CONCRETE.OR BRICK-PANELS,VENEER OR PAVERS BE FOUND ON. -- - ----— THE-EXISTING-WALL'OR FL.00R,.ANCHORS SHALL..SE.LONG ENOUGH TO-REACH THE.MAINSTRUCTUREBEHIND 16. PRODUCT.MANUFy)U MEL SHALL BE LOCATEO ON X READILY,YISIBLE LOCATION AT PRODUCT_IN_ACCORDANC£_ WITH-SECTVJH 1'709A:3_OF._ SUCH PANELS,. FLORIOI&CAWI SHALL BE PLACED FOR EVERY OPENING•LABELING.TO COMPLY WITH SECTION 1708.9.2 OF THE FLORIDA.BULGING (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(0-0.36).DOUGLAS-FIR-SOUTH(G-0.46)OR r11/11 f, MALL ONLY 6E 050 to WE SOUTHERN PINE#2 W/G -'0:55'MIN, i111I 1 STATE FLORIA4 FLORIDA BUILDING CODE(Nan High Velocity Hurric0ne Zone) -5/16'4 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX.INC. ft s �. 84017'al1£c91Nc. �] • a¢A>Kl er, C,1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS.INTO.THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL �� . e3i2tl,�iZS THREADED PENETRAPON. �. -* *_� y3}Iu r s0sm ON2V17 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REGUIRED EMBEDMENT,. - TM� Q 1Mt, o41t C.2)MINIMUM EDGE DISTANCE(E.D.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS (,? "�' AA 15MJY T6TI7HG&CNGIHI:&RING COAiPAHr EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL. _��• V rssn>'x.xu.r_w.mss,Nrva owraa,a utas 16YB SX IAL;Mr STPECT '^ •.„..... AA TMwm tX5'An IAxi ra:.PmMi,-150, PORT ST LUZ E,FL 34944. 1.7-244 C.3)1N CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND.ON .'tSt/ 1114 <-tee tic s PEM Ts Isco)><m-0,W,ON, 772)011-0095 � "• THE EXISTING WALL.OR FLOUR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN-STRUCTURE BEHIND y�� MALIDR A x961 P.[: awwR.r a.v ar.r uans uv SUCH PANELS. P.E. ac+^(.r.FA>SJ' m '/DA E VX,%SA Us,I ulsx nn a.rn nu,. 4Rccx 1 arca > > ,r t►8 #56 #7 � 9 na: � °�� a1 8aj sAsa._........... � arm1i:iemuflj \.�i #S #? Kra -s.cte• t vir are , 4 t—� �. �... °44 �Sd ("•fio` ` lgiffi11Af{ ao ' 3 € TAI'. 1 38d SfEtE.ff'r9[7[ i .......... .A�t•l� I I I � TRuSSftEACTa.SOfiDBETNRFA04laN'SerFTt el4i5nCf14XNEIDABtNaFA3At9iTs;rcw ?af,6ae• is=.sat• ?�.xss•- taa .:'catca•. W- f g «s.AaT• Rs.wv n.saa• 5r I :; ' p- a. • y OPTtON#1-ftl+)::�EtFtl3Gi _OPTION#2 orriwAsvENf •t ffuatrsrtttx�sssTm:sattw (TYP`) OETAIL.0 "a CGM1T£DYMriAGS¢.\£ti I s "q)! OOfACVI&S,ASt BYSiM185Y3TSMtA5MW F MA IW 6 %.w1' az: �. ra.. I �,• ��aa•G=9S� .w� FWat9B.81mi Sfl�aifl@ A SLATS .nr• �,vel �.rer� _e'ar- ,� Y @ STA. T .exr - ....f:or.,,.,. �TekitMAMlueduioY AL �^�7 + n•,• Fy313fs SLAT � elf!MNUNALLOY V$AIi.UIUNUfdALLOY SASE,1tT�t• r—....-•-•^•-•••.^••.38]7 •�,1..._.��._... 9W:E:tfj'a^t• ACETAL BUSHING �esa� p.rmr---��'�.oa• :nrzntr-.-�- � mmr �--�-mnst•� ,..,„,�-� ■oas ntsevnoanaasn,atoaf .res• .sxe I �.,s•. r _� .ras� •w+ i ;ir9• .ro• i... OFf.7:71Y:tA0b�r • '�-' �-----r-�-y� B $ 24 'x � T£dSfESil3SSATY�i11.�13Sis a:s^' mT iso .,.......�=:Te•e.,..T2 i- '�.:/ BUILD•OUT TU$E Fti:J87RN.A40eRA1Pg6P94a �.'.. 8C8YI6ALUldNVMALLOYNOiCIffOilIPFCT;.BD'aIEK � ��p� &Y3B:tA"=t• @C RETAININGSYSTEM:SOt?INt+BUSHING O SIDE RAIL # BUiLQ-OUTTUBE E1 Wees"ALUU sTjr ALLOY s�E'.ur.c BaalTB ALE 18,Y7.ALLOY 8969T6AUJekMMFliOY Ba,�jE.L7+1• SCJi6:tp'«.r .fei• NStST R 4 W.'UFAC1R,NER TO ALM FOR A micuUu ---W-..-.....aa�m•.__..__...._... as q• CLOW CLEARAN;t BETWEEN SCREW HEAT ANO ' 8 —Zow CAM7Y WALL AT NON"RMCANE POS9 tee. E3 .,Q,t11LDQ11TTU$E r ----- soaa- bG83-18ALUJANUMALLOY 386' { Y6o ! 1 I 114'004*ITWA3M LDEX TEK SCREW +.: E .7•sr s CARVONSTW E ECAC'.tN•«.7• .isY . Zs6i � <` L01 Sl16 OCT' BUILDEX TAPCON XL ANCHOR 1 's �~ caRBoa srF.£I. aaao- �.4a STORM BAR ----- --- - -------- - - - - (''�� ,,r.t• J@ 3l OHILTI,INC.KWIKKtT3ANCHOR east-16ALWRUMALLOY-- - �5 4xT MULLION, `• 0 A„tit CARBON STEEL $E:W.V TRAPPEpANGLE. Q 4x6 MULLION G1 4x$MULLION �� (f "•, 6Cldfi14,— SCALE 414, • 803f-TBALt1MInUMALLW � 8057-T8>:t11k1NUMAt.LOY 68aI t6 Al VaeJASM '' apeytrSUUMiNUMAuaY SCAE'a6-R:t' SCUE;asrn>< � =°�� .• � •= FLORIDA SUILOING CODE(Han Bigh Velocity BurTteane%ane) S:uE:':trr•s G24t7 niiECO iE>C.. -cR�tkRt Or: No.44167 _ Nautilus DAIT 1E`7 NL EC t1 tMO. Rott4tgSIlerefarSyatoYrT c71x;/t7 Z R t2 \ -r ItC�''@.��/nV•gy1pSltyp, �'�IIIAT1,. TILLInT 7ESiTIu�Na. tleW3c ri!gm u:mecmNrtr^.x' EXPERT SHUTTER SERVICES ERVICES [N. C. . 17�244CsMPCNENTS PoI'STC)'E,jrL a4984 ca- -00%715i ,rA[: ORawta tb'. ! 4 a l I lJr ..�e....V..•. W11:t;R A 7)111.N.P.E, ttrt�nw uR cbnv:v ��SFT E'DAT£. FLOEr0.V tic,R ta1G? m ocrt n .ef�tYY x:'a as r, '..� Age I t , t4 e 1 SIDEJEND CAP 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY wti B W MM OCTAGONAL AXLE .. 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT .. 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR.BRACKET BOLTS •� 15 HOUSING(BACK&TOP)FASTENERS Ge 16 SIDE RAIL(MAIN SECTION)FASTENERS o' 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS ,o 20 6"OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE i� 22 GEAR-PLASTIC OR ZAMAC CASING +a' --:::Z23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END: Vol25 IDLER BRACKET WITH BEARING ttifl'` --- -- - - - ----- BOXA END CAP,At.SSEMBLY-COMPONENTS - - -- {{,•��ss'{{T'[7rp t FLORIDA 8i IANC CODE (Non SO vcl*at HurKcane 2*w) ilfE.'C'YEM : GT817 WIEW Wr; - Comm. 8Y: „ Nautilus .''' •-a ..�, !1. ECO tltc: OAR d 'ais�R • +� �t`i sr5nNGa�a" ""�+�a°�a°MnPSN4i EXP %_ SERVICES INC. �. !r.\ t rS4..;(smbt:i7x,r4.st.w�let+wino 17-244' �i`�, '• G V tS arxraL G:ia,-cQoofx4vn mw$T,Ltice,FL 34834 o fwM_sGol'747-°cae.P1x:.("2)W-Guye. OWtMbMC'M V WKi'El7A.'33Ltdi','✓.P;E', •n.N cmvna 4m u.r c+*r 3'.E.'SCkI,�J.CAIR,uRE/ehie r�.c4wu in.�ubr �>� u. sxcrr 4 oras B{7X �Y/8 & Y/7 TBOX �V/B frrP.? Y/sViz»EAR Y/B & Y/7 _i ,... ---END CAP END CAP END CA it END CAP-- At SLATS i '5111. 22 JS j _SEALS -SLATS g€ "SATS SLATS k€ SLATS "SLATS SLATS 0/8 SISATS �� 00///8� suis 00/8 SLATS SLATS I; " 518AIs 1 IJ t SEALS ,.U} 4/ (TYP• Ea. END) (Typ, Ea. ENO SL S9 SlA?S 1' LATS �t0 (TYP) £t ryrD (TYp•) SLATS SLATS F y ;' .•' i. / - a� ./ STORM BAR SPACIN: 1' 1+111 /.! /' /A /..s' ,✓ a" / 8 ��Y/B de Y/7 (SEE SH££`t `t,... p, /6 & Y/7 B �Y/9 Y/9 Y Mar.S AT SPAN -�- i '(SFE SCitEOULCS ON SHEETS IS A,20). Mo..SLAt SPAN C' TYPICAL SINGLE UNIT ELEVATION WZ9 S1081A BAR. NOTE. SEE SHEETS 2 & 3 FOR COMPONENTS.NOMENCLATURE, r'J J P C SINGLE UNIT ELEVATION WZ STORM BARS N.Ts. NOTE, SEE SHEETS 2 &1 3 FOR COMPONENTS NOMENCLATURE. '._"_'._•__..._-•--"_"_ N.T.S, PROCEDURE FOR SUNT. IIS WA LATION GIVEN A SHUTMR HEIGHT: * CASE I:.SHUTTER HEW11T EQUAL OR LESS TIAN I4'.-Q"APPLICABLE TO INSTALLATIONS W/O .STORM BARS,W/STORM 84M 09 W/STORM BARSdo MULLiO,45 W/HEIGHT.UP ''0 1 V-0', {o)CVRTA€N SHALL START W/#1 SLATS AT TOP,FOLLOWED BY$2,.#1 1111.IHERFAFIER,ALL THE WAY DOWN,EACH SLAT#.SHALL CONSIST OF IAIN.fr4E(5)SIFTS OF THAT:SLAT NUMBER,PROCEDURE,FOR ADDING SLATS OOWN'AIARO BELOW 0 SLAT StitC BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED,QUANTITY OF FINAL.S:AT NUM.5ER _--INSTALLED-BEFORE BOTTOM SL.AF@MAY VARY WITH SHUTTER'S 1-0OHiT.. . _ (a)BOTTOM SLATB�MUST 9E ALWAYS INSTPJ.L£O. ... ,dt�NY *� ,CASE.2:SHUTTER HEIGHT Lmarit THAN i 1'-O'APPLICABLE.'tit INSTALLATIONS W/O STORM !!! � �a��SF FLORIDA EIUILDING CODE(Nod Ef ll,Yecocl++ty 8urriaane 2Ano) BARS ANO W/OR W/O MULLIONS W/HEIONTS LI—ER THAI 11 O �,# '' C12017 TIL1WD.NC. }��+yy+ ��ii++��ll �r WA"up (o)CURTAIN SHALL START tit/#1 SU%TS AE TOP FOLLOWED BY 12.43, THEREAFTER,ALL ,*. ,, .hr� „��'�`: � —� Nautilus Lr- THE C THE WAY WWII.EACH SLAT f SHALE CONS•.(W MIN FPVE(5)SLATS OF THAT SLAT �-•- - r �+/�/� Itall1lJIgS6YJYJvSgsleHt ��f17 NUMBER. PROCEDURE FOR ADDING SLATS DOWisWARO BELOW 01 SLAT SMA14 BE CONTINUED UNTIL#10.SEAT 15 INSTAL,'EU,AFTER(I10$L4T IS.INSTALLED,ADDITIO. 1#10 �� '�� '� N - EXPERT SHUTTER 'SERVICES INC. E. ! TILUT YEBt1He k CH6IHEEItII1C COfMpAHY SLATS MUST at USED TO COMPLETE THE.TOTAL-SItIUMR HEIGHT. O 't .' ! �. \ {S2G a.R 7NJ.i 4x.AS. sRh car.RHs.0.as?6e 1628 S.WSTI.3CFEtah�'STREET ¢.. ...... a�5 tt wm.;fw�7aat aAm:ro.;1mWte..izarL, T 7-2��' 84 (d)BOTTOM SLAT©MUST BE.ALWAYS INSTAELED. S'ONAt �'`,Et11 a-mast s t cgealxcm pljO,A„pg;�ej 70-10"E�F�:t>�P?1-0.45 7171E EH ClWE7ig '�wwwwY)`f)ilAL""'^""•"""' YfW.IER A T:3U7'A.P.E, asnw+ m. awnvn a.w T>,E.9LJIGNAtMRE/(}AT£ FL4R!itA L"a.. <.LG7 4~ s91ER �.EFN W-.KILLION SPASINc W-1 f10 OR W-3f1 1 OR f�OF 0 Or (5£ESSCHEG'3lE -.-.•I Of Or 0;-, �W-3/12OR'W-4/13 , DN sxEETs 24,25 rA x5) �W-1/10 OR W-2/11 OR 1 Maa 5TpRtt EAR SPAC3 iG ? Now 4f1336tt SpACWG v/9 /,§- SW R W-3/12 OR W 4/13 BO1 (SEE SCHFog�N$NT 22) s ow .) j-GOr Of ON sR 24 25 26) .lOY END CAP- €END GAr--._ SLATS SLAM t 1 d E #2 F I I I I #2 E 1 l i :'ygyATS I 1 1 1 1 SLATS $LATS, Ao i 1 1 1 I I SLATS S S c� i I E I I SLATS �N n.a i E f I I aT tP� 1 I E T I a!a i it II 'Ng N It ! i! I S5. yw SLATS 3W s x Q/6 i 8 i i stirs Q/8 8 P I € slBaTs SLATS > 3 F SLATS 4 a ____.._ a is+rD T z w (TYP') { R $ s r R'8 c (YP ior r 1 i R/ f _R`/ stiSLArs TS . 1 3 9 r R a { 1 1 i! jf or { 1k II E + 1 1 (TYP' Ea. END) R+fa � I! ._{TYP• Ea.. END} R/B R/8 i a SLATS Rla s R/8 iSlgaTs or ;1 or Or I p Of r 1 R'/a F R•/ i s R f8 1 II :s 9iG SLATS ! SLATS L W-1/10 OR W-2/1 I OR WX STORM VAR SPACH.c.M.. t (SEE SHEET 22) Tg w-1/1 G OR W-2/11 OR( M W-3/12 OR V W-4/13 � T Y W-3/12 OR W-4/13 � /9 E ! 1 {YD•) i (TYP.) . Max. SLAT SPANMax. SLAT SPAN i Mw SLAT SPAN Max, SLAT SPAN _McY. SLAT SPAN I )lax.STAT SPAN (SEE SCHEDULES CN (SEE.S£NEEHlIES GN (SFE SCHEDULES&4 (SEE SCHEDULES 0C1 'r(SEE SCHEDULES ON...,,„., _(S€r. SGHED;JLES GM SHEET 15) SHEETS 15&16) $HEFT 15) SHEET 15) SHEETS 15 &To SHEET 15) TYPICAL_CflNSECUTIVE 51NGLE UNIT ELEVATION *� '�* TYPICAL CONSEGUBMJ' SINGLE UNIT ELEVATION Wl MULI,JON it STORM BARS Wj MULLION & W Y STORM BARBS NOTE: SEE SHEETS 2 & 3 FOR CGMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N,T,S, PROCEDURE FOR SUIT INSTALLATION QIVEN A SHUTTER HEIGHT' * .CASE I SHUTTER HIDGHT FOU&OR LESS THAN T1'^-O`.APPLICABLE TO INSTALLATIONS W/o STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEFGHRS UP TO (a)GURTAEN SHALL START W/#i-SLATS At TOP,FOLLOWED SY F12.e3,.,...,THEREAt"£ER AIL THE WAY GOWN:EACH SV..,#:SHALL CONSFST or rwc(5)SLATS or THAT SLAT NumBL'R;PROCEDURE FOR ...... DOWNWARD'BELOW P1 SLAY WV EE CONTINUE UMT4,TOM SHUTTER HEtCHT IS -- COMPLETED.OUANTITY OF FINAL.SCAT NUMBER WSTA.LIED BEFORE BOTTOM 50T(g)mAY VARY WITH SHUTTER'$HEIGHT. SL•�'��f.C�rp� (6) BOTTOM SLAT®k.U$T BE ALl'TAY'S INSTAL.LEG, KORILY.BUILDING CGDE-(Non HEgh Velodity Rum3wne Zona) • 167 • caa+7 71L7CC¢uir 'J P7Aw+Z sr CASE 2;SHUTTER kFiCHT LA.RCER IFAN 11`-D'APPUCAL LE TO WSTA IAT01 WIO STMJ BAR Affil W/ ,�aut„�j urus� 6A MULLIONS W/HEIGHTS LA mg THAN 11'-0-, rA ,�„„ : f■ !� RolNayr�lTnHsrSca/aA�f7 (e) CURTAIN SHALL START W/01 SLATS AT TOP,FOLtOrNED BY 12 03 __THFREAFtR ALL THE NAY om. EACH SLAT#SHALL�OGNSiST Or FNE(5'SL475 OF THAT SW, NUMBER. PRCCEOURE.'FOR � 0� • -TILI.{T•ESTING a:[NalNecalNe COYPAUY EXPERT $NUTTER.SERVICES INC: Mom. � ¢� yl`�_.w...•^ cxts w,x..�+:m.;x.sx.x».wrson ctca s,n u+ t6s8 S.>w:.dRTMORE STRW ADDING 5LAT5 fH1WEiWARO BELasM ti!. STAT 51iALt BE CON1tNtfE LINTEL X14 SLAT IS 01STALLED.At MR �dC{L �+ A 1T w.,.•;1so11en-�sx,r.. tl[3T67.-+sS. 17-•24�L 10 SLAT IS INSTALLED,AODMONAL�#10 SLATS TAiFSr BE USED TO COMPLETE THE TOTAL SHUTTER �� t �i 11 x-may.G:letcQaotis!rt PORT 5Y.LU."YC,ft'3�9ek ft• T PMO.£t Tea)7.e-00m-.YANG 77Z)991-ansa O"Ww ow RETORT, „ T7e1I. Yt) ea-tmCET19 .,,, ®,,,,u. •.,. � mosro, nx MN;1EH A TFLtZi' (G) BOTTOM SLAT(g)MUST BE Al.VAYS ENSTALLEO: P.E. :4GNATURE/DATE %WirsPA.pw.d 441e7 . w,>,s.. n.7 • sxt>:Y u:oex a 5/101 TAPCONS XL W/ POURED- ---5/16-0 TAPCGNS XL W112 1/4'Min: !"xT'zl{8`OR 2"x2'xlj8" E.r � i "CONCRETE. .-t 4"¢x3 4` €FW BLDEX TEx SCREWS 2 7j4'kn.EM@EOMErT7 EMBEOMENT & t OO.K0.O6O-GAY. ALUMINUM TUBE—_ STEEL WASHER 4 24'oc. 0 , GALVANIZED SE 1'O.D,KOOQCALV5/16TS W/--,-� % WASHER 24"oC STEEL WASHER 0 24'oc. 2 !/4*Mick,EM$EDMEtT G A 24• POURED CONCRETE POURED CCONCRETE s OR.GROUT FuEQ �f f 7{ CONCRETE 8=.0UT �_/ . CONCRETE$LOCK`" "r L WALL REQUIRED, WALL REQUIRED, / E � 1 r• C I r ! J .��....__ EDGE DEJ ` I �r OOCE 0� /p Ot'ENiNG +.M 1 ,. CPEaIING W-- -,- tiJ i 't.X1STltFG. '� } EXISTING -�'"", / ' G:ASS--' `.. CLASS--'"":. GL0.551 (BEYCI;Q) (6EYOND) (6EYOND) . �. SEE ANCHORSEE ANCHOR % s W SCHEDULES'C,: _ SCHEDULES ON '' -g W SEE ANCHOR -.«. F a s SHEETS 16. 17 X, SHEETS& 18 IS 17 - ? SC3?EDULES ON �,+ &18 s 7.0 ?. A n SHEEIS 1'6,1? r /� T.fin. SEPF,RhSfbt Mer,SEPARATION j \\i s Min. SEPARATibw TO GLASS, / .0 TQ GLASS Z TO GLASS F a w (SEE'SCHEDULES - $v (SSE SCREDULES. '. EXTERIOR (SE£StREDAES, J� EXIE'�OR CN SHEET i5) 3 ON SHEE1 15) ,,, D)•SHEET 15) OD1 /B r 0/80/8 pig 8 fl POURED CONCRETE *., OR GROUT PILLED f POURED CONCRETE CONCRETE BL..cV, POURED C:ONCRETE '""�' DR GROUT t'4,LED WALL REQUIRED "". OR GROUT E Laf) ( CQ:(CRETE$EOCK I WN1 R£OUtR£D, f CONCRETE LOCK � y WALL REQUIRED. EDGE 0 / I EDGE O j DPENIHL _ pp 6PfNIKv 2 1/16' MIN E.0 �y/� Mi)d rD 1, ............. .a;..^^... - 4 1/2'x1 1/2'xQ.G62NCON&AIUM. ' / f�'f / 1 _UIa.ANGLE,0&2' ._. ••' '-MGL£W/5j3C'b TAPCONS XL W/ / / / e�%'r'� %J +' .{'✓ F I x'k4. z'nCQNT. 5/t6'0 TAPCCTtS.xt Wj• 2 1/4-Mtn.emecomew 0 24'O.c, L1;I4#EQ GLS`IGREFE. 5/16.0 TAPCf3N£-W-PTf� - 2 t/4'Min.EM$EDM (t'c=3 kS f ).REO'D.. :2 I/4 rt.EM£EOMENT !� 0 21'o FLOORICEILING/TRAPPED MOUNTING ------— -- —WALL MOUNTING BUILDOUT MOUNTING � - - `� I„ - -- FLORIDA BUILDING CODE(Non High YMceity Hurricane 7onc) • 02677 TYyTE04 fnC. ONME IIY: INSTALLATION DETAILS ON EXISTING POURED ,441G7 = Nautilus CONCRETE 0R GROUT FILLED CELL CONCRETE �* y �- i� Eca�*�. BaHGnyShutterSystraox 4M;T EXPERT SHUTTER SERVICES INC.BLOCK BUILDINGS t52c S.W.UlTNORE SIRM 17-244 ��.. \ 4-Itt4k EptecoGON.cart. PORT ST...WCIE,f1,34904 SCALL; 3/18' � l." 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C�CttETE Si19�: (5€€SHEET 20) €fiEMMID.. f.SEF wtu 20) .fn\ laJ k ._.._ 701 : --- TIONS Y-Y�_C�ILL MOUNG WALL MOUNTING 1L A OUNTIN 9UL60UT MOUNTING INSTALLATION DETAILS ON EXIS.NG.-WOOD BUILDINGSft i•LOPMA BUiLDINO CODE(Non:High 9olc6ty Iturdoone Zone) ` y: "44167 T6(y G 2012 T4TECO Irk.s w; PAAFIY Bl: s of * _ _ Nautilus �.�-?�- �� Rotl�ayrShat(erSystam �/r2 IL EC0 iwe. EXPERT SHUTTER SERVICES INC. y(• a .++• "•. �'4�i nts#r TC9TIN0 h.ENC4NEEMNO COMPANY t t1 4>ss nW ywa se.m xa.aactroA evus•W.n uktx 162E S.W..ucit.ORE STREET 17� 244 R,13 PURI ST,LUCTE,Ei.54384-. S, ,r A c P ti c-mat Y?l coaaaF,Gom 02AWlIO nx Dfl�l_L�TIi €R UOOE713 f7:TwE;iaoo}t43-eaSs t , arsslmi 471-TAOC!s.' �/#1..,,........ WAFTER A.1v LQ Jr...P.E, omsna o, rn P.£. SEAL� fz£/DATE. ct[zsOA 4aie9 ancon sHm oras x x --------mF .EDPOURED CONCRETi ��..q �y .f.£: OR GROW! FILLED � d ti:.l �---�Qfif� �Gu�J J—� � POURED � I OR '� ; PGUR:'0 �� ' POURED CONCRF.'T£Bi.OGi �,. /1 SEE SCNF.TJ m QN l SCHEdS`J'Lm QN\ 1 COUCRETE OJC•,,,,,,,�,� �S£E SCHEAfLES Get � CON^RCTL OR \ 01 �/ `�;; CONCRETE OR `r r � 4 cRatf7 Ftiltn � S:HEEI'S a7&79 ,i� IXta'3i fYtt£0"""""""•� K.. SEE SC4EDUiES C#✓ OST -- 1 SRE&S 17 8 t8} NEE S i7&18} I CONCRETE BIOCK r jE Cat ACTE BLACK ( 4 i\ I IN 5i€EETS 17 h 18) BLOCK .`'y r7,.o ''°, �� \ �`E. .4*. �`•.. `� S• ., c ..V'# ��• f!� 3_•_Y.-..........._..... ..2.5a9".....J...._-...5.<52"..,., _ � � ORE 1 �t t% 3 E�". 2• 1`o t• �^l 1- _--- gip"^--___-„` EQ: _•"T•/8 ,/a' pC\4'.lae. r ' FLUS}{ MOUNT ALL) as t/e'suP ar+je suP t 1 t.?- �'�— SECTIONMYI STORM MARS -car,/H•su++ IBAEEaiILhdQSIIIL BUILD-OUT MOUNT T P— LAM ---_. BUILD-OUT MOUNT 31+s•-+' -._. INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOLD!} ��%t V-41:t/a•.t• I ;CAS O F H * H G4'az, is 6 4'a.e: ,A',.a 4 ac'. 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Min..j E.D ,� 'i 1 r EDGE IF APPLICABLE,, EDGE IF APPLICABLE Cc"tnS1U0U5 Ff7EBrdED I 7 3/a'Nin E D. P• 7' eDNCRET£(fc 3 kIi Mn.) 1a•} - I- 2.- E"Mi2. n.THICK RED, 1 'I 7 9/4'Min.E.D. a, ti, 3 I r 1 END CAP 2 . POURED COACRETE i... _._......_. 7 j/a• °"` } (T'c - 3 ksi Min.) POURED CONCRETE ' Mm E.D. E+3--E9. } 8" Min. ?MiCK REQ'D. '; (i'c 3 ksi Mtn.) —! s•EXIERIDR a` B" Wn. THICK R£Q'0. } EXtER10R GOR G1 ' } 2. t-"�OFG " LA 0/8 Or li Q/$ Or 7 3/4"Mm E 2 .(..� R/$ or R/8 or `. a•xa x�/e"{sass»ts ALLo 7 -7- (sosx-Ts ALLOY) 0:9 I , Alum.AN"LE CA.SIDE. Num,ANGLE ESIDE, pp } � g � £DG£ If A�PLICAB°a.E-''° �-' R'/8 `_,_... ......__...g1\ ............x ._.._. / EDGE W APPLICABLE•••, x snNc F utn: I (WALL MOUNTED SHOWN. MAY BESECTION X2-X2 W/n OR GC�� ALTERNATIVE SECTION X2-X2 Wl 2 OR GLASS 4 } t ALSO INSTALLED TRAPPED MOUNTED (END d {11ERIO3MULLIONIi PER SECTION R'-R' ON SHEET A,� (EN© & INTERIORMUQ>)a ('N1 RINTATION 4 1) (N/ ORIENTATION } Min.. E,D ''� 11I 1 1/2"x1 1/2"4.062`xCONT. ALUM. (6'x4' Or H"x4"} 7 '/q' - 9T-. BANGLE' W/.1/4"a+x3/a" 1TVr SMI)Ex {. MIN. E.D. T£K SCREWS 0 24" O;c„TO TUBE. I SIDE RAIL(q)NOT SHOWN FOR CLARITY mew T' CONTINUOUS POURED 70. ( COL>METE(rc=3 W Min,) ! 7• II 8" wo.THICK REO'D. t[87J13'1RfA7) ""s 1 1/2' --- --- -- 7 3/4- 1 o-xa"x3lB xa -1a{6081 TS ALLOY)A14m,ANGLE ,'' ftlit A �1.(,�'•- ------ -- - - ---- MIN E.D, -E0-" EO- EA.SIDE WI(2} 3/4"0 THRU BOLTS TO MULLION �,�',��"••+••'• r�/:�, "^:.. &(2)3/4"0 KWIK BOLT"1Z EXPANSION ANCHOR �1 .• Cj�� '.� FLORIDA BUILDING CODE(Non High Pelectty Iturdodne Zone) Vol 5"Min,EMBEDMENT TO POURED CONCRcETE. PGCE IF.APPLICABLE WALL. (r APPLICABLE-/ &BOTTOM). ` No.4416 a 2D77 PA"Egq a. ,I a1<i'.fflu5 WALL MOUNTING:MULLIONS n OR{� �� RouingstmNarSystsm cs/AIM I L E G 4 : �xF POURED CONCRETE WALL -9 f W \* xxusr resxwc a el+aweealvo wroA11Y EXPERT SHU'T'TER SERVICES INC. SECTION W-2 �.t• C'(� '�li�+,r\\ d"°"ate i �� as a� 7Ssss� lszu S.w.eLxuagr sl$mv 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION S,QNAI '6i''`t E=0671 '�°'°= £" "'° °�"" "° WALIEY.A 77LL12.P.r; p:E,�S4tarC 3{.OR0.4 LC. 4a1b7 m,st. . N1Lf 140L2E SCALE; 1/8'- 1" n 1/4'sx3/4"nV1 13010EX TEA SCREWS EDGE IF AAPLI.ABL -x44 ¢CGL:If APPLICABLE.• 2"xMULUtrN DEPTHxtf B"Goal. W/ V 0,0.4.060"CALVANIZED STEEL ...... , .....i.. „, ..., 1YASHxR Q 24"c.a. l"ALUtdT .......4"........ .TUBE (TOP k BOTTOM) W � "€ \..' 2 i%2 ` *, I 6/18"0 WCONS XL W/ 2. ;:/4-f EDGE IF'APPOCAULE r 7 Eft Min. E,D 2„ I Man, EM ItM;n:EMBE(3EdENT®24"o:c. .T- _....,._.. ,.,.,-. ,_2 W MIN. 6D: "-.. „2"_ I { 7 1/2"Nm, E.D. 2". 2". taw s f - ` 1 Pp t� " POURED CONCRETE T ............ » (f'c = 3 ksi Min.) POURED CONCRETE ` € 6N£SS ♦� DMOR 3 1%2" -� �,�! (t'c = 3 ksi Min. n. THLGK ) FI " Min. REQ'D. � W E" bilin. THICi<NESS REO'O, i 1 1/4" ti .T-..,.._._ ,....._..»._......._........� E YITt PoJ0!S POURED-✓� I EQ,--EO, t 2 4 q" G OR G I END CAP -�---•-• dJ #.._..—.«-._........ tdirs. ED,Co' 6" (f e-3 k2i lR.) 7 S/2"tdirs, E.Q. 7 Lf2'M>n. E.D. g 6"Min. THCKE3£SS. \, - ,,4•„„„„y 4"x4"x1!'4" y __ i @"x4"x<.fb" (6C$t-TS ALLAY) F. `-' �OR {'it EOGE1I!•APPUCABLE� tfilum.ANGLE E, SIDE. E it APPUCABLE�` um.ANCLE Ek VIDE, EDG: y „ DMMDR ALTERNATIVE SECTION X242 W/ G OR CG D # ALTERNATIVE SECTION X2-X2 Wl * (INJERIOR MULLION) _(END & INTERIOR MULLIONS) (W/ ORIENTATION � r� or r Q/8 or x6' or 4'x8' I { " ) (B"x4) R/8 or R/8 or h R'/8 i R'/8 VSEE MAXIMUM (INTERIOR) do 0 (ENO & INTERIOR) WAIL * ' ' (WALL MOUNTED SHOWN, MAY MOUNTED MUr DONS SPAN COVERED BY SCHEDULE 2b' FOR ! L INSTALLATION CASES I' & II' ON SHEET 25 £x 5TtNC, F3 M a' I D. BE ALSO INSTALLED TRAPPED GLti59 6 MOUNTED PER SECTION R'-R' (LIMITED LOAD, 44ULL10N SPACING AND SPAN, €NSTALTION): # ON SHEET8.) INSTAIIATION CASE r - RESIDE?VTIAL AND COMMERCIAL 2 t/2 \�`«: APPLICATIONS WITH 60.8 P•S..i. 1 1/2"z1 1/2"4.062"NCONT. ALUM, MAXIMUM A,S.D. DESIGN PRESSURE ANGLE W/ T/4"0r.3/a" €rswl BUILD'=x RATING, 12'-0' MAXIMUM MULLION TEK SCREWS 0 24" a.c. TO TUBE. SPACING: VALID MR CONNECTION TO CONCRETE. W/ HMI INC HUS-H OR POWER FASTENERS WCOGE-BOLT c ANCHORS.. X2 X2 INSTALLATION CASE II' - COMMF„RCEAL APPLICATIM FOR =100.0 (t%1cc/w tralj - ” E -- I 1 m tu�fmm) P,s.f. MAXLA?UM A 5:€?, DESIGN PRESSURE MING. 8'-0" E :l4' 1 1/4" MAXIMUM MULLION SPAZING. VALID FOR CONNECTION TO T--- CONCRETE V!/ HIL:TI INC KVVEY, BOLT TZ ANCHORS. 7 1/2' ('14N; ZS PCURED €, 4'x4"x7/4"xt'�6"(6Gfi1•-TS ALLOY)MUM,ANGLE M€N. ED CC4+Y'F�E{+a J'k3a 40--i?"ED""I�EA'SIDE W/(2) 1/26 Tirft DOLTS TO MULLION —- ---- - I ny-E 1dn,'Tt+aC(CtaES9 _ k(z) i/2"6 0119 BOLT TZ'EXP*VON ANCHOP `�p T ;IDE RAIL-ONOT SHOWN FOR CLARITY - `' .REO D. .��,` W/ 3 t/4 Mtn. EMBEDMENT Fa POURED CONCRETE a,' S�'� 3�� WALL. (TYP TOP&:DaTTaM). �'' L EDGE.IF APPLICABLE. ♦�'- Iw",• FLORIDA BUILDING CODE(Nan High 'Vnlocity Hurricane lou) WALL MOUNTING:MULLIONS(7 OR ♦ c2M7 rucco Ex4. POURED CONCRETE WALL .` 1No 4067 NautilusL� .SECTION W-2 .`♦. ?.'��,�M •....- -� """""` RaUft2.gaU1forSyafam MA41Iv ,.... IC ECQ.e11c. GATT END&INTERIOR WALL MOUNTED MULLION INSTALLATION* ��"� w 71wT IE5nN -aa�a,aP Y EXPERT SHUTTER SERVICES INC. ? fljt3 .(°"" 4., sass N Srosx!"ti �. aiatsae 1626 SM.tnztvaaE Ss: E1 l J-244 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS 'fi � 1Lt�. a mcES 9,ouro PORI$7:LtGi F_.344MDaAMMa Ne iW$dY€6:a)7�7-90 6 IAk:('1)�J 511-409 SClLE) i 8' 1" *0.0A,c If 44tG7 roisa,. i SA6i111Aas'za I ''(4+3ri,�/j1y/FCB .T1fE2EfCATE d Min. E.D. fAin. E.Q•-.-^.^._...,..._F^QR(1 3/4"0 06K SOLT -EXPANSION �---4 I AhCH0i25 f5 END MUL:LfON� $"x3"xT/2"x0'-4' ...............I•. i I (ORUTAVONS X71 & i(2). (8061-TS ALLOY).Alum. i _ FOR(2 3/4"0 KIMK 6047 TZ EXPANSION ANGLE EA SIDE:19/.(2) !3 ,..•w^-^^-.9"tAin,.£.D:^ ldin. E0. ANCHORS 0 POERIQR WWON-D 3/4* THRU BOLI) TO, .....1.._F/'2• (ORIENTATION IpZ). KWIK SOL TZ£XPArN'S'ON ANZHOR W/6 M n QF SIA$ 7^71 ,I +EOO£0'#5€AB DABEOMENT TO POURED F'AFOUCABLE i +t. F t r IED E Of SLABCONCRETE(Typ,TOPS& / • BOTTOM) 7" Q(IERHIR T (f i POURED CONCRETE- L;� _ 8"Mtn.T1alCf( REd'O, li f; u li I ii EXISTING w€ GLASS SECTION X3-X3 W/ iI M;n. ti d MULLION. ONLY) S,v I OWNIi ,.._44._....'r?/2 {lV/ (3RI/IEid7A//Tt\\S3tJ �11 ilz" 4„ I Iry' T EI A7"%K"y + Ext 4" 1 1/2' 1 112. xj {TY+.T.DP/BGTTCt+J: m?TCA TTON L Y3 x3 Z:xO'-Z 6461-T6.41LOY Ann2"x0'-7 60>•1-T6 ALLOY) EO,- EO Kum ANi;;L£EA SDE Wl 12);x1.4"4 Alum.,ANGLE EA SIDE W/k 2)3/41 0 THRU Sws TO lAUL_€M.& 'fiRU BOLTS TO MtSLL1ON & POURED CONCRETE �;}3/4*0 KWIK BOLT TZ EXPANSION (2) /4"a KV71k BOLT TE %PANSav �, .....� I r(t'a 3 k0i Min.) ANCHOR W/ 6"Mrn. EMBEDMENT TO ANCHOR w/6"Mrr' EMBEDMENT TO s' "4'd✓J". .. �'" 7• i 8'Min,THICK R£O'D, POURED CONCRETE(Typ. 70P A POURFO CONCRETE(Typ,TDP & f BOTTOM) BOTTOM). (END MULLION ONY) -MT.Bi-QR_:hILQL1.ION_..QRLY) EDGE OF Sub; a t ; ' _ ALTERNATIVE SECTIONS X3—X3 W/ G? L ..„„,} EDGE OF SL43 .F AP4 zBiE1 �?4POR(a4E .-%.. •_ SIDE RAllf#D AP1pORIENTATIONRo 2) I i UR 2) 3/46 Ktt K BOLI TZ £PAtaSIOfr : 1flr.. E.D. Min: E;G.--L-ANCHORS 0 INTERIOR MU111ON +^y ---- --------- -- -- ------- - -- - -- - ki (ORI.NTAT;Qn 472). "�r, . r �. s '.,}' SHOWN FOR ---•--9` ti in. ED. - 9' Min. E.O.- �- Y "• 'Q'. CLARITY T FOR (1) 3/4"0 KW1K BOLT j�.EXPANSION 4; ANCHORS 0 END MULLION FLORIDA BUILDING CODE(Non IDgl7 Velocity ICurribane.Zou (ORtE61TA710N5 X47 & 2). W.44151 - C 2017 5'a,TLCa rrow Nautilus gr FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? * ]� DV24/17 SECTION W-3 Y S \ • ■•'G Q IUIC. RollLsgStinitez w>c TUT Tafma a E11au4rrRIRa c9mp, Y EXPERT SHUTTER SERVICES INC. 'i C4J �fl V744 auxn Itx s x r w."�"rwasa""` 3 1'. Inas SM,F:lruo.qY STAV 17_..244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' '"-�� pN�� ,,f� c a 40 g:com we a Welliaq-ate.r"c i2pei1-ossa aaArwc SCALE: 1f9" f" v:E.SEAL�SiGtiATURE/OATE wulTa ti Tntlr r.r.E. �.« ao,e. ae.r an 41iYt10A lia/k/.t57 as+am+ nn 9NC(i 72 a3'% x f O.SEE MAXIMUM GQ(INTERIOR) TRAPPED MOUNTED .MULLtONS SPAN Mire.E'D' rain: E.D. .COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES 1, Ia & IE "'"""'(SEE SCHEDu:,E f))'-`, "`(st:E SCKOULE 7�1)i eo^„E of SLAB' ETr E of stAs ON SWEET 25, IF Affi CABLE IF APPUCARE. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSWATION CASE I - RESIO RTIAL AND COMMERCIAL APPLICATIONS WITH X80:$ p.s.t. MAXIMUM A:S.O, DESIGN 3. $ b"x3"wIt<"xa'-�'- PRESSURE RATING, 12'-0" MAXIMUM POURED CONCRETE (606t i6 ALLOr) w= S"'"'"'"""I`" (1C m 3 ksi Mia.), Alum,ANGLE EA: SIDE MULLION SPP,CING. SEE scHEDUFE1, re/(z) 1/2'0 THRU a" SEE SCHEDULE #t FOR ADDITIONAL SPECS. BOLTS TO IA33LUaN INSKLAMON CASE la RESIDENTIAL AND COMMERCIAL APPLICATION W/ :80.8 p.s.I. MAXIMUM A.S,D, DESIGN —" 2' PRESSURE RATING, 8'-D" MAXIMUM MULLION SPACING. Uir. l/2 G3. /2SEE SCHEDULE 61 FOR ADDITIONAL SPECS. .. INSTALIATICN CASE II - COMMERCIAL APPLICATION FOR *100,0 p.s.t r: EasuoR4) A.NCHDR5 7' —+ MAXIMUM A.S.D. DESIGN PRESSURE RATING, SEE SCHEDU E p1) 8'-6" VAXIMUM MULLION SPACING. SEE H r,; SCHEDULE #1 FOR ADDITIONAL SPECS. Q,�g r 01/8 ALT'ERNATIVE.SECTION X3-X3 W1 tG z — a (w� L�rtIENTRTICN " 2) SCHEDULE #1 a (2 x7 INTERIOR 'M Ll ONLY) x INSTALLATION MIN. LAB ANCHOR TYPE dr SIZE MIN, ANCHOR €N:EDGE pfd, CASES THICKNESS (TVP. Top a BOTTOM) EMBEDMENT DISTANCE FOR I. R£O'D. ANCHOR. w • SIDE RAIL @ AND BOX NOT SHOWN 3/8"0 HILTI INC NUS-H FAR CLARITY. CRM E 4" 3/5"0 POWER FASTENER 2 1/2" 5 tj2' K WEDGE- SOLT AHCHOR g (ftp,TgP wT Gu)` :. (ir?.Top/06TW$) Ia 4. 1/2".0 H€i INC KWJK a t/z" 5 tjz' 11 OLT TZ POURED G(R-%R£T£ S« 1 j2-'d HFLTI INC KWIK 3 1/4" 7 1/2" ..1.. 3- (r'e 3 3isi ler;:): $OLT'TZ 1 I :.........._,�" P SEE SCHEOUCE#i, / r' EDGE OF SIA0 f` � � `EDGE OF SLAB IF AOPt.IMIZI ; <0 APPiIGa6LE 3 Min, E.D. Min. E.D. —(SEE SCHEDULE#IT— "(SEE SCHEDJLE 1€1)'" —FLOOR TO CEILING/TRAPPEDMOUNTING::MULLIONS G3 ---- SECTION W-3 r�,er<R Tlttrr FLORIDA BUILDING CODE'.(Non High Velocity Huirtccno Zone) csv7s urL o u+e, • TYV!4M sr f No.44167 'a Naudl'us <._.r•,j.'° *"°°'°° .`4^�,. 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION .�, -3 111. EI C O EMc- tw1� APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _�Q .ESTiNG a ENGINEERWG COMPANY EXPERT SHUTTER SERVICES INC. /,�" i wss x•.NR.u,t .wc.Ywox. ,rt>Feu 7626 S:W.F)itTyB{t£A'Fga'f A' ,(QR +�, $ wm..:Rwmwrt .ao-.tR.:t+rnmit_+vi � 37-244 .1. 1 1i R^mpY tinKOri4o4wm }.T$f.171C7£,rL.3A86{ ORAWM W � � t aHavc;fory51 tw-arsc.cuc teri)err-esta 5t1LE; 3%Q'" t" ti. f![-tx7Ca'779 • oM,1sn A la.�.•,r�.�? �jyl/DAFE P.E. 1000A�rf 4447 •t+.", mmaRR,: marc •r.w aemrn++ na or 76 EDGE IF APPLICABLE:�, 2"xMULLION DSPTHx1/8*Cont, K TUBE (TOP &BOTTOM) W1 1-777,11 1 .1/4'fx3/4*JTW OWLDEX TEk SCREWS 11 5/te"o TAPCONS XIL,101/ 2 1/4" '/ "0.0.4466'CALVAK12ED STEEL *m;.. rmacwtuT a 24' o.c. WAS"ER 0 24' x Min, C.0 MIN. E.D. EDGE IF APPUCABLE-� T 7 3/4' Mir, E.D. 4' COI14mn POURED., 71 10. 8-Min. TKCK REVD. POURED CONCRETE (t'c = 3 k2si min.) 8' Min, THICK REQ*D. DOM END CAP )TC. 3 . WEB— No CH (TYP. TOP/801TOIJ) ............ 4 7 3/4" Min. I ED 4x40/8'(6061-TS ALLOY) -W",ANGLE EA., SIDE, 14 (WALL MOUNTED SHOWN. MokY BE GLASS D ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCABLE PER SECTION O'-Q' ON SHEET 8.) p Davooft SECTION X4-X4 W/ (END -kJNjLR-10- MULLION) (WI ORIENTATION F 2 (4'x7 mm 7 77777 rr,7777777 7 1. 1�2%11 1/2"4.062NCONT. ALUM. 14' SIDE RAIL NOT SHOWN FOR CLARfTY 7 3/4' '11N0Z OD W1 1/413x3/4" ITW SUILDEX Mitt E.D. TEK SCREWS 0 24' o;c. TO TUBE, X Co'mNUo'jS POURED CONCRETE (Cc=3 ks Wr,) X IV'fill.THICK R£07). X X4 C4 4 (rip. — /2-1 (rf.p,nf/Evrm) 7 3/4- N T MIN. EID. ALLOY)Alum.MIGIS "'A ....... EA.SIDE W/(2) 3/4'0 TORU SOUS TO MUMION IS N%ENSif'--..- '- FLORIDA BUILDING CODE(Non High Vefocity Hmnkofte 20m) N, &(2) 3/4*9 X'011K SOLT TZ EXPANSION ANCHOR W/ 5*Min, EMBEDMENT TO POURED CONCRETE 2017 TV=W.. W�Br: EDGE IF APPLICABLE-11 WALL (Mz-TOP BOTTOM), Nautilus Lr. WALL MOUNTING:MULLION 6a 8o Stutter 2) 11LIECome. POURED CONCRETE WALLRT SHUTTER SERVICES INC.no I'a-p-Mr. EXPERT Taw Tgn'w't' h 33- aIvum 5TR#T ossa 17 244 SECTION VV-4 tft—ftw— Sr,LUCE.FL.3084 c END&INTERIOR WALL MOUNTED MULLION INSTALLATION a-WIVIO WALTM&rug If,PA'.� '.-V,4 44147 um OF 20 SCALE-. I IV EDGE F APPLICABLZI EtICE.W APPLICABLE, 2).MULLION DEPTHxl/8' Cpnt, rALvM' TUBE, (Top&BOTTOM) w/ 6/16'0 TAPCO - /4'0x3/4'MfJ BUILDEX IfY.SCREWS NS XL W/ 2 1/14 04,&00'0AtVANfZV STCEI.. \7\\ 2 1 Min. EMBEDMENT 0 24*a.c. WAS14ZR 0 24'ax, 4 3/8 Mir, E.0, 4 $/A' Min; MIN.E.D. -0 CONTINUOlis POURED _T CMCRETE(('C-3 ki INA)- 2" 3 1/2- B"Mn,THICKNESSR E011), 21' DI'MOR ! /1', /1' -7 1/4-- Min, 9.0, END CAP 4 3/8" Min. E'O' C"NUCUS PaURED CONCRETE(Pc=3 w mn.) 2 er m.n.THO<N Ess NK_ _7 ip REO'D. EDGE APPOCABLE- 1 1 1 G03 W SECTION X4-X4 W/63) (INTERIOR MULLION) - UNTED SHOW 14, W (WALL MO D BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' (2'IX711) ON SHEET&) EIMMOR 0SEE MAXIMUM(a(INTERIOR) WALL MOUNTED 'MIUL UON SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V 2A 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q SPAN (INSTALLATION): IWALLAMON CASE r RESIIDENT)AL AND COMMERCIAL. M! /Z I 1/2'x0.062*xCONT. ALUM. APPLICATIONS WITH _t60:8 p.s.f, 1--.................. -Al' /4- ITW BUILDEX MAXIMUM A.S.0, DESIGN PRESSURE CLE W/ t/4'0x2l N TEK SCREWS 0 24' o.c. TO TUBE, FATING, 12'-0' MAXIMUM,MULLION \ r SPACING, VALD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4 X4 POWER FASTENERS WEDGE-BOLT .3 1/2' ANCHORS. INSTALLATION WE El' COMMERCIAL APPLICATION FOR tkIO0.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 KWK BOLT TZ EXPANSkON ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION M MtN. E.D. kv/2- Min, EMSED1,41KNT TO POURM CONCRETE CONCRETE W/ HILT! INC KWIK BOLT TZ ANCHORS. WALL.(ryp. TOP &80-mm). --- EDGE IF APPLICABLE-/ CONRNUDIJS POURED N.Tit SIDE RAIL CAi NOT SHOWN FOR CLARITY CONCRETE(fo-3)W ntn) 9'Mh THICKNESS REVD. FLOROA.BUILMNO WOE(Non High Velocity Bu ricone 29m) WALL MOUNTING:MULL1014 63 No 4416T c"17 •%7xco Vic. CMM ft POURED CONCRETE WALL Nautilus Lr- SECTION W-4 z*4- 11LIEC01mr. INTERIOR WALL MOUNTED MULLION INSTALLATION TILUT I�TMr&VKGENUR'lll COMPANY ir UPERT SHUTTER SERVICES INC. m%4 1626 SIW.WLTUORE SIREEI 17 -244 —itr Pow ST.-"I', '1�1.41 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS EB.0=719 P.O.&(m)7 MW-44 Wvc _.Tamasarw an ,ai£['r!Stas 25 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES O STEP 1t OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.i.)FOR THE OPENING AND DESIRED SLAT PR�Ut2E Ab:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(Q)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2.ENTER TO CHARTS (Ia. Ib h Ib') THRU IC ON SHEET 15 TO.DETERMINE.BASED ON AN 1P2" BE BASED ON CHART Ib ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p;s.(.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"Oft. 2.ENTER SCHEDULE$Ia THRU 2c ON SHEETS 24,.25&28 Wl A.S.D,DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',F OR 77,AND DETERMINE MAXIMUM%L LIQN.SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN{ ,�7&f3!_3);MULLION TYPE& MULLION ORIENTATION. • ENTER A.S,D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE, 3.SEE SHEETS 10,10A,II.1IA,12,12A;'13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED)0.OR l MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED; CONCRETE FOR A GIVEN MULUON TYPE( �, aU &I}, Lmw,THIS 18 THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PRggEDURE4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A S.D;DESIGN PRESSURE RAPING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON C14ART 1c;PROVIDES SEPARATION SHALL SE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURE=D FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS WIO OR WT STORM BARS(SEE STEP 4). GLASS. MP 3':OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 WI A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 18 MAXIMUM STORM BAR 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 7O SHEET 1 FOR ANCHOR SPECS, ON TOCONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS ATANCHD S TYPE LEGEND NG AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR FOR VARIOUS ANCHOR STEP 4;IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR'STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B.&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES Ia THRU 2c ON SHEE7S24,25828 W/A.S.D.DESIGN PRESSURE RATING; 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR T).AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(Sa MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 Wl A.S.D DESIGN LOAD;'STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,IGA,11,1IA,12,1ZA,13;&13A FOR MULLION CONNECTION DETAILS AT TOP a. ALLOWABLESTORM BAR SPAN.(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED)PR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(tG LC' & )• 3:ENTER TABLES 2 OR 3 ON.SHEET 23,WITH A:S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ; PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&C) STRUCTURES:SEE SHEETS 20&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, ,�, s` f•v • �* 1 '��%� r FlADA BUILDING CGDE(on High Velaty Hurricont Zae), LaV G7:CG� j� f7.4Y6f Le- '4�u'�m.�t'O��E�..."..,g�pyr�..,�yA.,,,`a ��i►V LNe. - WaC MUAT TWING d fNG1HUMHO CGUPMT EXPERT SHUTTER SERVICES INC. 3 R� ,`,�[ rsrsa rr.utn w.v ve..ma.A c+uarn.n vacs 16':8 S rV &LF TL S?l"4 ��a F�a*rt sea Luck,ra,rise. 17-24d. C rwk,..taricaW—. OPAlIIG„p v�Q y !iS CU-amrq MOM MOW sw-saf.srr;tnr snsw _u . y� fL-- 4/ASTCR I NuT 4"RE, m.w oa�rcw ua. ay.r meaerss uc P.E.. .'t? n7uRE�(CrkFk: fi.G@8UV iic./441$7 nf,swt V. 'Si11It/4 or'aa a SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1III SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.g.Q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/0 STORM PARS __T CHART Ia7T7 cHART Ib CHART Ib' CHART IC Ltse MIW inh As.O.Law USE MAtW1t8i POST ASA.ttu0 V" 318"f3 KV111K BOLT 3 ANCHOR 5/16'm TAPCON XL ANCHOR 5176"o TAPCON Xl.ANCHOR POURED CONCRETE To ewpw ccl%:R.T[ TO GROUT/ntw CEU.CD11eKX III= MAX. MAX. SLAT SPAN SUIT SPAN MAX.SLAT SPAN REQUIRED YIN.SEPARATION TO GLASS A06S.D.t "LMAX:" (FT) 'LMAX.'(FT) 'Ls1AX.'(FT) MEASURED TQ BACK OF sur(in) WALL TRIPPED bap-out W/o STORM BARS W SfORN BARS RATING teo�Nt MOONT + a u/pwU/r@ uopkl uwkr # uM 6 7r/@ mom �'�( mow w�@ //__g} SBC Nm* sm wu Ik tr SEB NtnLS 4t Ig1L8 Ik �Nnt18 1 °i su 14nIL4,s SCB Nou* to mores+ t€! sm um* o 2 WIND ZONE ZONE!NAND ZONE LF' ) SIX WRIS 4 Ne1C9 4� 1-3 4 1-3 4 30.0 20'-0' 1 15'•-4' 20-C. 20'-0' 20'-0" 15`-4' 20'-0' 1a'-0' 200-0" 15'-_4' 78'-0' t5'-b" 1" 14 1/2-1 6• 7. 35.0 20'-0' 115_3• 20'-0' 76'-0' 2,V-0" t5'-O` 79-0" 161-3" 20'-0" 151-0' 16'-3' 14'-0" 1' 14 1/2"1 6' 71 404 20'-0' 15'-2" 7g'-7' 16'-6" 20'-0" 14'-5' 17'-4' 14' 1Q' 18'-14' 14'-8' (4'-10" t2.'-9" 1• 14 1/9' 6' 7" 45A 20'-0' 15'-0' 16'-0" 15'-3 20'-0' 14'-2" #6'-0" 13'-9' 1J'-4• 14'-2' IN-9' 12'-0" t' 14 1/2' 8' 7' _.._........_-___._...Y_.___......__....... .,.._e.-....�..._w..__.___.. ...._........._. 90.0 201-W 14'-10' 16'-9' 14`-2' 79'-t" 13'-1' 14'-10' 12'-10' 16'-2' 13'-1" 12'-9' 11'-0' 11_4 1/2' 6" 7" 69.0 20'-D' 74'-a' 16'-8' t3'-4' 3_rT11 12'-1' 15'-0' 12'-4" 12'-0' tp'-5` 1" 14 1/2. fi"I'll 7" 60.0 t9'-5" 1J'-9 14'-9' 32'-T 16'-9' 11'-8" 13'-2' f1'-5" 7A'-2' i1'-8" 11'-4" 70'-0" 1" 74 1/2' 6' 7' 18'-4• t2'-tt" 13'-#t" ft,_it" _ 10•_11" 13'-4' it'-0" 90'-10' 9'-6' 1" _14' 6• 7' 70.0 17'-4' 12'-1' 73'-3" 11'-4" 157-0^ 10'-6' IV-10' w 70'-4' 12'-9-9" 10'-6' 10'-4` 9'-Q•• 1• 13 1/2 6'T 7+... 76A 16'-6' 11'-7' 12'-7' 10'-10" 14'-3" 10'-0' 11'-4' 9'-11' /2'-0" 10'-0" 9'-10` 8'—to' t^ 13 1/2-1 8' 7" 80.0 15'-9' IV-0' I2'-0' 10'-5"._. ..13'-7' .. 9'-5' __.__1a'-10" 9'-7" 11-7' 91-51.._ 9'-3' _ 8-6" I. 1T g• 7" 85.0 15"-0' 10"-6' IV-F— 70'-0' 13'-Q` 9'-3" 10'-5' 9'-3" 11'-2` 9'-Y W-0` W-3' 1" 13' _ 6' 7' IKIA 14'-2' 10'-1' 11' 2' 8'-SO' 70'-t' 8'-11^ 10'-9' 8'-10 W-10' W-0^ t' 12"1/2' 8" 7" 95.0 i3'-5• 'g'-8' _10'-9' W-:i __,_12 0 W-5' 9'-9' W-7' 10'-4' W-5" W-6' 71-9" 1" 12 1/2' 6' 7" 100.0 IV-9` '9'-4' 10'-5^ 1'-1` 17'-8" 8'-4' W-5" 8'-4" 101-0^ W-4' W-3" T-8" 1' 12" 6' 7' 105,0 12'-T' 8'-0" 70'-1'' 8'-8' 11'-3" 8'-0" 9'-2 8'-2' 9'-8" B'-Q" 8'-Q' 7'-4" 1' I12'. 8.-. ......._7 _. .____�... ,_..�...._ ._ .__._. .... 11410 11'-7' 8'-8" 9'-4 8'-70" 7'-11' 9'-3" 7'71F T-9' T-2" 1' 11 1/2' 6' 7' ....... ,.... .,.,,., .....,..-B............. ..,.,.,,.,..,.....,.,,,.. - ..............._.-..... 1150 7i'-#" 8'-5' 9'-6" 8'-4' t0'-T T-8" 8'-8• T-8' 8'-0' T-8' 7'-8' T-0` 1' 11 1/2' 6" 7" 1 41a 70'•-8^ g,,•t• g,-3• 8t-2• 70,-3• 7•.•-g* g•.-5" '7,._6" 6'-tt' 7'-3' 7'-.5" 6'-1q 1' it" b• 7" 12&0 30'-2" T-9• 9'-0" .7'-11• IQ'-0` 7'-2' 8'-2' 7'-4" W-8' 7'-2` T-3' 6'-a" 1' 11' 6' 7" 130.41 1" 10 1%2' 6` 7" 13541 8 5' T-2 8-6" T-7" 9'-8" 6'-t0' 7 -i Q" 7`-1" 8'-2" 6'-10' 7'-0" 6'-5' t 10 I/2" 6' 140.0 9'=1` 6'-11' B'-4" T-5' 9'-1" - T-8" 1/2" 6 ,.... AZ7 145.0W-10' W-2' 7'-3` 8'-10• - _ 7'-6' 1" t0' 8'180.0 8'-6' - 8'-0' 7'-2' 8'-b'- - 7'-4' 1' 10' 6"1950 .•....6'_ 6. -T-88-10 .8-0T-iT-51' 10" 6` >k - I-.-ABOVE-INDICATED-MAO(. SLAT SPANS MAY BE USED AS LONG AS - ANCHOR ANCHORACING SPACINGH ISULES ON AVAILABLE SHEETS FOR THE/ & t8 INDICXM THAT CORRESPONDS G SLAT 1//t�pQ'��c• SPAN AND A.S.D. DESIGN PRESSURE RATING. till ',.•" ,� ✓ PLQRAA BUILDING CODE(Non ffigh Velocity Banleane torte) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING'STRUCTURE WITH �� t : Gault m7em Rc. `• nwuTN Or 318-0 KMK BOLT 3 ANCHOR OR 5/1Wa TAPCON XL.ANCHOR, INTO 0 4416 Sudlu3 POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR * f i Ro1T SDntter5 eleyn WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION, VALID FOR „b' _�` I!. EC 0IINc. WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. '� + EXPERT SHUTTER SERVICES INC. TtliiT 765T(NG 3 ENGWE[RfNd COYP/JIT f6' lM xr ES t._P&EN wmsu mo ,-.v— 1&:8$.'F.f>411taRF S+R.EC7' • t ah,.,1x41nI.aw,Tm:Ut17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE \ PORT ST.LUCIE.It.34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. :. r��tJ {�� (771 a maCBGaau9.ca." ;1em>v4v-vv4,ra_r:Ott et.-e4sn ° No wknR A TILU,J•'.P.E< '�''. °'r•'^°' P.E. .WON ATE fIfFClnh'Lie.14-147 Ann m SNRT IS OP 24 MAX.ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE Wl 3!8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT WIM A= Dom SLAT SPAN RANGE PRATING RESSIM 0'-4't >4'-9't > 5'-6't > 6'-r t > 7'-S't >9'-12't > 12'-16't > 16'-20'T wa 9" S" 9" 9• ->31-4a 9. 9. 9• 9" 9» 9" 9n 8• >41-e0 9" 9'+ 9. 9• 9.. 9• 7" 5 5/8" >61-80 9" 9" 9" 9" 9" 8' 5 5/8" 5 5/8, SPAN SLAT_�I t MAX. SLAC SPAN FOR A A-1 9" ' 9" 96 i/2" -55/8 GIVEN A.S.D. DESIGN g" 9" g" 9" 8 6` - - PRESSURE RATING SHALL 9" " 8" 7" 6" .EXCEED MAX. SCAT SLAT SPAM DEFINITION SPAN INDICATED ON SLAT g^ g• g" 7" 7" - - - PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. D� SLAY SPAN RANGE PROM RIMSM0'-4't > 4'-5't > 5'-6't > 6'-7't > r-9''t > 9•-12't > 12'-16't > 16*-20't urm(p ,130.0 9" 9" 9" 9" 9" g• g• >31-40 9" S. 9" 9" 9" - 1.41-90. 9' 9" v 9" 9" 9" 9" 7 1/2" >et»Tos g" g" g^ g• 8• >to6—i2a 9" s" 9" 61/2- 7' /2^7 - - >1+t—te0 g" g" 8" 6• BUILD-OUT MOUNT OEsx.1V SLAT SPAN RANGE PRESSWE t >e-S't > 6'-6't >$*-7't > 7'-91.t > 912'. >.12`-16't > 16•-20't PAWAI VNW omt E E E E E. E E E s 30.0 9" 9' 99" 9^ 9" 9"_ s. 9" 9" 9" 9" 9" 9" 9" 9" 9. 9" 9" 9. 9" 7 3/4 7" 7" 5 5/8 >31-40 g" 9 9" 9" 9" 9` 9° 9 9 9" 9" 9" 9" 9" 9" _ 5 5/8" >41-so g" '9" 9" 9" S" 9• 9' 9• 9" 9' -9" 9" 9' 9" 9" 7 1/2'. 7 1/2" 6" .5:5/8' 5 5/8 5 578' S 578" 5 5/11" 9" .....5 >e/-t05 g" S. 9" 9" 9" 9" 9' 9" S. 8" $" 6 172 § 3/4" 6 3/4" 5 5J8 5 5/8" 5 5J8' 3 5/8' - - - - >10e-120 9" 9 9" 9" 9" ....�" g" ..-.8". 8" 8 _6 9Jz ..._8. 6" 5 5/8 5 5/8" 5.5/8 >121-140 . S` 9" 9" 9" 9" 7 172 $" e' 6 1/2 8" ,8" 6 5 5/8" 5 5/6" .6.5/8- -- - - - 9" 8"._.. $" A6" 7" 1 7" 15 6/816 .3,4» 6,.3/4-19 5 8 5 5 $•5` B:"._ - - - 11144+�Z r/ ROR@A BUILDING CODE(Non Sigh VoiocKy Aoericona Zone) " 07017 T."'co INC. • nRM.N or, sr No.441 t Nautfius Lo��- w �.•-«�-- --.,� RotTingStwtter:Syetom aolsf/+7 r i7iEli'TE577++G a ENGINEER+NG CGN7'/tNY EXPERT SHUTTER SERVICES INC. -fi "`� �� wnnx;7"A. a >ss,.a¢xa u7ucn,a.sxiea +816S.N.8:I,7u0NCSt1tE£f ...QRI�111+.,r' ro.:.T�uuSest lab:tx.;tnsAr_tv. 1 7--244 t� `� 1t »^nfxt in(M,66La1.Lcm. PORT5T.IUGIc.FL.34$e4 MGYNW 170 T.S ,� , ,an1vC•ta001 ixy.-40:6,rae Sisx3 6Y+-ass@ A.�4 IT ill PIE, uw r taserm. snL m.r aomaoew 11yr ��NRG1JDkiE. LMRiao c",#44147 ao.Lw v.r x sfim 16"26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W16/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL - A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT Ay SLAT SPAN RANGE now Pr mm¢t w-4't > 4'-5''t >W-6:t > 6'-7't > V-9't > g'-12't > IV-16't > 16'-20't an4=1t c40 x 30.0 8" 8" 8" 8" 8` 8. 7 1/2" 5 1/2- >31-40 $" g. 8" ,..,...gY a. 6» 3/4" thm >61-60 7" 4 1/2- 3 3/4 - MAX. SLAT SPAN FOR A mm DESIGN -" SLAT ..- a" 6 a g` 3 3 4` _J. `— OAD SPANS HALL GIVEN A.S,D8 EXCEEDL MAX. >tce-120 8" 8. 8" 5 1 2" 4 1/2" 3 3/4" - - C_ SLAT SPAN INDICATED ON >121-140 $" 7 1/2" 6." _ 4 1/2" 4" 3 3/4" SLAT PERFORMANCE.CHART >141-160 8" g" 51 4. q" ON SHEET 15. TRAPPED MOUNT VAMMW AsZ, SLAT SPAN RANGE Dem Ram 0'-4't >4'-8't >5•_6't > 6'-7't >7'-9't > 9'-12't > 12'-16't > 16"-20't two s 3a,a 6' 6° 6 - 6" g` 6` 6" 5 1/2- 6' >41-60 6" 6" 6" 6° 6" 5 1/2` 4' q" 4" .-.-- >6,-tp5 6" 6" 6" 6" 4 3/4" 1 3 3/4" 3 3/4" - >106-1206" 6" 6" 5" 4" 3 3/4- >121-1401 6" 6" 5 3/$ 1 4" 3 3/4'« 1 3 3/4" >141-160 g" 8" .5. 3 3/4^ 1 3 3/4° 1 - - BUILD-OUT MOUNT AZZ, SLAT SPAN RANGE I'm0'-4't > 4'.3't > 5'-6't > 6'-7't >7'-9't >9n-12't > 12'-I6 t > 16'-20't mo E E E E E E E E E E E E E E 0 x 3aa g" g" 5" 6" S" 6' fi" 6" .. ._..._... _ _. .._ _ ^ti0 6" 6" 6 fi 6" 6" 6" 6" fi 6 6"-'" "fit" 3 4" 3 3/4" 3 3/A" •_.-� >41•-40 8"� 811 6" 6. 6" 6" 5° 6" 6" 8` fi" 6"_ d"_ 4" 3 3/4 3 3J4" 3 3J4" 3 3/4" 6" 6= 6° 6" 5'1/2 fi" 6" 5" 5" 5° 4" 3 3f4" 3 3 4" - ." 3,4 - >61-105 6" S. fi" 6" S. 6' 6" 6" 5 3/4 >,oe-t20 6" 6 6 6" S 5 1/2, ,5 3/4' 5 3J4 4:tf_2 4 i/2 4'a j2" 3 .3J4 3 3/4" 3 3J4" 3 3f 4" �•--- .- - .. _ _ _ _ _ >121-140 6 6 8 5' 5" - -->i41-160 114 .s"'"1� . �'`• - - - �� '. ✓ FLORIDA SMDING CODE(Non Mgt,Velocity Hurricane.Zone) . 41617IXaaie. _ Nautilus RoShaHorSyatem r4/24/,z �. IL EC01110. lJtny , '`STING& c" "m c'"`ur EXPERT SHUTTERSERVICES INC. tbn1626 Or��r,tI"� ` wcx..'nlmlrut xkiinst°uOv oa.ccP+xs_ PORT ST.4W.sL .iYL.. � �s 1�7-24,,,4 6L teo :aapk;f"I av,-as ., P.E. URE/DaTE 1'>.�c.a Sic.K 44iar , an uo" 6„Ctr 7y ar 2a MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE WJ 6116"0 TAPCON XL ANCHORS TO — GROUT FILLED CELL CONCRETE BLOCK WALi,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT > SEAT SPAN RANGE WAG 0'-4't > 4'-6't >6'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't NIQiOE(p.1wf s 30.0 $" $" $" g a. g" 6" 4 1/2* 7" 4 1/2" - >e1-60 e" 6". 7 1/2" 7" S 1 2• - MAX. SEAT SPAN FOR A ^ ^ GWEN A.S;O. DESIGN PRESSURE RATIN13 SHALL >+pa-t2a8 _ _ _6" 4" C � NEVER EXCEED MAX. SLAT SPAN INDICATED ON SEAT >t4t-tap 7" 5' 4" PERFORMANCE CHART ON SLAt SPAN DEFINITION SHEET 15, TRAPPED MOUNT QSLAT SPAN RANGE PlrArm a'-4'f >4'-S't > 5•-6`t > 6'-?'t > 7'-8't > 9'-12't > 12'-16't >-18'-20•t RAW omfj s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 4 1/2" >4t-fi0 8" 6" 6" 6. 4 1/2" 6" ..... ......... 4 1 >a1-tp5 6" S. 6` 4 1/2" 4 1/2" ._...._......�.._.....--..... >tp6-t2D 6" 6" 5 1/2" 4" 4 1./2" rt2t-tao g" 5" 4 1/2" 3 3/4" - - - - _... _ .........................,.............� >Stt"160 6" S. 4" BUILD-OUT MOUNT DSEAT SPAN RANGE ARE 0'-4't >4'-5't >5'-6't >'6'-7•t: >7`-9't >9'-12 t >.12`-1&`t RAtJGrt (padJ E I; E E E 74- 4- E 6 E E £ £ E z�•p 6 6° 6" 6" 6" 6" 6" 6" 6" S. 6" 6" 6" 6" 8" 5 1/2" 4" r4l ">37-40 6" 6" 6" __6" _ 6" 6" 6" 6" 6` fi" 6 8 6" 5>at-ap g" g• 6, 6" 6" ...._6" 5 1 2 5 1/2" 6" fi". _6. 5 1/2" 4 - _._.... �. .. ...._...... ..._. ...... `..,. ........>at-ao $" g" " " " 5 1/2 5 1/2 5 1/2" 4 1/2 5" 5" 4; - _ _...... ._...._...... ' ^ - - io+-11 5 6" 6. 6" 6" 6" 5 1/2 5 1/2" 5 1/2" 4 3/2 3.3/4"3 3/4>106-12o. 6" 6" ,........_4. s_�/2 51/? .4t/24 1/2"_4 1/2` 3 3/k _ ^ - `'r✓'"��I •�•G. .�" . ROMA 6itI1D)NG CODE(Non High Velocity Hufrtcone.Zona) > ' 44167fi t o a,7 F �a Nautilus 4a " ,j;�..� ROJN1pgSAvPtorSystsm 9812N17 Z� I L EC O t>K.. YAtE �( i71E37.7[srtxe a eaa+nscmrw troHvner EXPERT SHUTTER SERVICES INC. +�(t� " pp.1j(�\ .*`f� c• \ Elba M�.;,bat Xt.6>w Yd N'OM .wlrsya5,rl apl96 1626 Vx EMMOK SIREFT t]CSPSae_ts)i 17-,•244 �wtaxeavice.oam RORt S7.USL""E FL 3tAsa MAWM Ha tr �6�E11 18-6aad7iS p4M-,fax)M-vara.FAL On)a7e-cra. ^ ...... WAMR A.17LL.R dr..P.6, a:w aomtn. am. a..w end ux R F., ..�ITdOODATf naaaa cap,I eila7 avtwn t sxm to nin SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D.DESIGN LOAD RANGE,SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM X&D. SLAT SPAN RANGE DESIG PREMIRN E 00-4$ > 4'-5* > 5'-6' > 6*-7* > 7'-9' > 9'-12' > 12'-16' > 16'-20' FtA'flNG (Psf) Vx Vy Vx Vy Vx VY— Vx VY Vx Vy Vx Vy Vx I Vy Vx. Vy :5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 9.99 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823240 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 m 160 616 1 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 .............. >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - >106--120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — —2 >121-140 55 9650 350 1003 420 1612 490 1869 630 2039 635 . . ............... 1>141-160, 781 1 320 1 1186 1 400 1 1322 1 480 1 1873 1 560 1 1740 1 640 1 SUI SeAN WINITIQ ITSHALL BE THE RESPONSMILITYOFTHECONTRACTOROR PERMIT HOLDER TO VERIFY THAT EYJSTING STRUCTURE 1S DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOTOF SHUTTER HEIWT AT BOTH JAMES, SEE THIS SHEET FOR Vx&VyVALUES: Vy SIDE RAILVX V ... . ...........11 y .A► • FLORIDA BUILDING CODE(Non ElIgh Wocity rricaft Zow)I c •2017 TkTECO M. NautilusGMM sr Jill IECOmc. TWG&ENGENEERING COYPIINY EXPERT SHUTTER SERVICES INC. iL 90.3144 1626 Sm.mumon SOW 17-244 4 'JC 1 Bl ='&A! 4 4 ............ 'W! PORI 51,LUCt FL 34084 o"Wm NAL —4.fit...ft.l.— P.E, 5"m 49or a SLAT PERFORMANCE CHART Jb I & I+ei:QNLY VALID FOR 1r2'SLIPJ SLAT PERFORMANCE CHART Uhl & II01; (ONLY VALID FOR 114'SLIP) M6zlmij 6LAT$PAND MINIMUM SEP ON O GEASS FOR A G1 N WDODGRADE.A.S.D.DESIGN LOAD ,s. SLA SLIP r/8"AND. PDRA tltVENNWMiUASASD.DESIGN PRESSURE RATING{PaO AND SHLIrTERrdOUNr CONOLTi6t4 FOR FORA GIVEN MAXUPAAS,9:DESIL�N PRESSURERATING(P.0)AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTIN TYPE R Ctg FRAMES WALL3W/2"t(4".STUDS. INSTALLATIONS WO STORIA BARS PER DETAIL 20ELOW INSTALIATION3 W'O STORM BARS PER RETAIL 2 BELOW A§, ER LIMITATIONS ON DETAIL CHART Ibi °fx� CHART ICI CHART 1Ibl �*j CHART IICZ uz "z��1 � "0++M° agwom oarsvulE W MAXIMUM Ina[EEnass FCMKNo MM Asa M UX MANNI11 W&C tS"MK NO MWK Asa.LM 1W6MAi wx.StAr 9VAN � m.o sstSTiasn to A= •Lw�i"(R) In Sr15`rd TAPCON XL ANCHOR SLAT Tjpyp 61tS'�!TAPCON XL ANCHOR T tw y"'�'p' D GRADE r WAD-w W/o STORM am Rim MAX SEAT SPAN KwAl a 101.sawvDON TO Y4%ddtN WJKME77 V�lX.SLAT SPAN Ulm� FSWJ k11 MLtI SOWI111ON TO (F+t) om a watt�otAB WINDZONE 'L ux•(rt} (n) MI9m TO avcx of so(in) I � •L.mq (n) (1a} MMUIOD TO a"OF SLAT fes} SOUTHERN PINE 2 0-0.55 .60, 4'-s` r-3 p W/ W/ M AWD alFDUO-Our mo-ow WAFM OiW 8Aj1S M(i ce!W/ AIMmo-virw/ µp'�F -'W 0�SIDRM 6W7S DOIJQAS-RR-SOUTH(6-0.46) X60 4'-S' 4'-$' W-0' t" $112' No1Tae MFWaA wase ley t zomm vmv low (w)-3 4 IgFOd rwlTai M=A w z�DN6r wNo4zaNE uCE PINE-FIR»SITU(Ga(!JB 5D 3D.0+ TO-O' iD-O' To'-O' B'-t• t' B r/z,_rv,,, 30.0+ 8.-3' B'-�' B'-3` T-T• 1' S t B' 34.0++ -10'-0' 10'-W 101-0" 7'-9, t' 6 I/2' 39,0« T'-4' 7'-8' 7'-9" Y•3' t' B 1/9 .a» 10`-0` ty'-0...._....,, _10.-0.. 7,_$, -..1' &„t✓«„1,., 40.0« 71m7*.7' '7'w7' X7'...7' r-Q, 9' B.1/6- 4&0 B' M"g 45.0 SOA"�» 10-0 IV-01 10'-0` 7'-C• i' 8 1'2" 509„!;!'1 7.-3` ,-0” t0'-0' S'-3' f' B t 2' SS.b+» :3`-- 7-3' 7-3" 01» r0•_0• - 10'-' t0'-O` 6'-9' t' B 7 2" 5Q.0'» 7-3" T-3' T-0' 6`-2` '^---MAT-PERFORMANCE CHART IIII:{DNLY VALID FOR IJB"SLIP 4 SLAT PERFORMANCE HAR '�41Rg3 THAN 118"sLIPt , , FOR AGAfEN F►AuaMUMA.B'.O.DESIGN PRESSURE RATING tPgr}ANDSHUTTER MO[INTCONDRtDN FOR FORAGIVEN X&O,DESIGNLOAD(p.s.O,SIfUF'ESN MOUNT C4NDR10NiNCLifDIN(i I I, INSTALLATIONS MO STORM OARS:PER'OETAIL2 OELOW ANCHOR TYPE AND FOR INSro=TPIOt4B W10 STORMBARS PSRilETA1L2BSLGW I x; I in.. "' � � CHART IIIb 1 CHART IIIc 1 1'rl q:$ SLAT SM DEF1 .5116"a TAMM XL ANCHOR W MAXOM WX R11I001 WK AAD WWK As a saw �•a u+rus . uss X4)Mall Pom ASD. USE u±umM VNA BLTtris2f POWN VISM P e< bus A Stt6"pTAPCOI.IXLANCHOR MIN.STAT. LWZ VA UE AND NEBATNE A.9a WAD A.S.O.lA1tl VALME SPAN MAX SLAT SPAN `L1oN.' 1 MN 5$AA1LlMrt TL# SSP W T Tc so ' E MAXON �ASA ( •(FT) (rs} MLSURED TO RIX of BEAT rm) 'I�IIAX• fr `Ltar4• Fr slros sua twt cc" TRI44`FD r". "tRAPFEn (2)2'.4•- Silos PRP.B9VItE srul s,Aa-aBr BINa a,< a,P 1 w v srvRM OARS u''"0 •"D Ma •axall./a,F' W/o sraRLs SAas '-YR (rcr,rsc,t 8al ao")r RkTING NO{RiT wl uotBq w/ a. (Psf) 1 tANO ZONES w311C ZONE e d Jr6 SON wO1D YOKE IIO1SXe Mme N7IkTfe 1-3 4 Sm movis a A 4 DETAIL 1 (ELEVATION) 30,0'• T-6" T«6�..�T�6' b'-7" t" 6 t�'B` .0• 6'-6' v.e.,._......._.. ...................... ...................._._... 35.0» 7'-2- '7'..2" 7'..2" 6'...4' 1'' S-S J6" 36.0 y 6,_3- 40.0 ,_3.4o b« s'-s s-s 6�s' E-1 ?" a .— 4aa" 6'-n' A 2i0� 46.0.+» g`._B• 8.Y$..,., ;/6' 450+» w-FO` 0'-t1" 4" ,. 50.0'«+ 6`-5' S'-S`. e'-5' S'-6' 1' 8 S " W 5'-3' 1.ABOVE WDICATED MAX. 5LA- SPARS. MAY DE USED.AS Loir. AS -3' 5'-7' 1' 6 a 5`. 55,0«i -6`-7' ANCHOR SPACING SCHEDULES ON SHELT 21 INDICATE THAT ASPACING j -s' 15 AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S,D.. DESIGN LOAD, YR MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: f:V400D FRAME WALL TO BE BUI T:STRICTLY IN ACCORDANCE WITH allon / SPECS GI4'EN ON DETAIL AND PRO`ASIONS FROM CHAPTER 23 OF *VALID FCR D (G=a4G) T#1E FLORIDA SUIDING CODE.MINIMUM 'LENGTH CF WALL AT EITHER ................. xRM1'S-RR-SOUIH WUHM FOE 112(m.O SIDE.OFF OPENING SMALL BE 33'. sw5 FIW-+IR-SM(C-O-%) P,A »VA.w FOR DMAS-FIR Samr(c�aL4c} - - SQEmfm4 PLIC/2(0415).- - --- - Ii AI SLIT SPAN DEFIRMON VARIO R (� •�+ FLORIDA 8LIILGINC CODE(Hua Skjb VcLocity Hurricane Zone) s t tc t /P r I R}T WAlt kOtRIF& "•• t MAX,P�NEGG`W05H ° �`� � t'1 X " 'Lx (..2037 TFLTECO IN4`. + RRAA#BY.'. INSTALLATION INTO WOOD FRAME STRUCTURES �- Nautilus w W.44167 =�' Rooiagsrwrr�sy>rram 09,2.x,7 IL E C O�2tR. DASD EXPERT SHUTTER SERVICES INC. +� g. TAUT TS5TINO a ENCINEEMO COMPANY J:.• ""+. �' f k1 POR St. IrL[Ei F 'STREET 17^I44 POtT('ST,INpE,rl.J4R9s m 2.6 w ab S�Loi w,l QRI� Or, paAWo-lc,A sw;x>c re0ot r.s_baa.Y4x;Lm)sYt-aama DETAIL 2(ELEVATION) rsz7+s x 6Ero ro)t p gni% a uticjn,.ttW wAL1E ui'J"iP.c. �� •h RQ,'vu v.,0 44467 m isa. SI1RT'1R.OF 26 MAX.ANCHOR'S SPACING SCHEDULE V1 FORA GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D DESIGN LOAD(psf)AND SLAT SPAN RANISE 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 SHEET 20) SEE DETAIL 2 ON SHEET 20 M "PARIN SPAR RqM Asa oroaa SLAT SPAN RANGE WOOD GRADE �, 00 ri� ma�Y• W000 GRADE Orm4 >eto5'>staa'>9tor'>7»g'>gmto" JE 30.06" s 30.0 6" 6 6" 6" 6" &" SOUTHERN PINE#2 40 - 6° SOUTHERNPINE #2 40 6" 6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" 4 3/4' 3 1/2" HO 1 6" 9 60 6" 6" 5 3/4" 5 1/4" 3 3/4", 3" OUOLAS-FIR-SOUTH s 30.0 a DOUGLAS-FIR-SOUTH s 30.0 6" 6" _6" 6" (G=0.46) 40 6" (04a0 6. 8" 6" 5 t/4" 5 j/4"1 4 1/4- SPRUCE /4"SPRUCE PINE-FlR-SOUM s 30.0 6" SPRUCE PINE-RR-SOUTH a 30.0 c" 6" 6" 6" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"A"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE WOOD GRADE FREMOM 1-4 >19 7' >7 a9 >91-to'' PAT" PAW ("'1 uolatr r court r �nwa w uouar w rouwr E uowrr w mart w rourt w raa2 r YOtwT'w E rout7f w wun s 30.0 6" 6" 6" 6" 6" 6'. 6" 6" 6" 6" S" 6" SOUTHERN PINE#2 ao s" 6" 6" ;^ 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4^ {G=0.55) 50 fi" s" s" s^ 6" s" 6" s" s'1/4" x a/a" a^ a« SO 6" W 6" 6" 6" 6" 5 3/•4" 5 3/4" 4. 3« 3. DOUGLAS—nR—SOUTH X30,0 6" 6" 6" 6" 6" 6" 6" !" 6" e" 6" 6^ (G-0.48 ao 6` -6" 6" $" 6" 6^ 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PU7E-6 SOUTH s 30,0 6" 6" 6" 6" 6" 6" 6" 6" 5° 6" 5 t/4' S" =0.36 - ----- -- -- ............- - - - - * MAX. SPAN FOR SLAT FOR A +4`,'' •" ti�G��' r'Q FLORIDA BUILDING CODE(Non High Velocity Horricone Zone) GIVEN A.S.D. DESIGN LOAD SHALL EXCEED MAX. °44167 62Pt77tiiC0D nc. • sxewwar: sL:AT SPAN INDICATED ON ,� � � :: N8�1'tllttS rs SLAT PERFORMANCE CHARTS �o ''' ' ""'�'''�� RoHiagS6ntterSystaum CB/2{!li ON 20 SHEET. ,t+ y s� nun TEmNa a ENekIEERiN6 COYP�NY EXPERT BAR SHUTTER SERVICES INC. �� 4,� assn x .n.s!w xa,wtcw a.ret+n.ta.anra FORT Sw. .FL.54284 roar st.Lucr,t7.3asa. 17-244 44 a—amt:liita:cea»9.aam 0 A '_^ /QNAL�� 1+I E�^O(K1Bit? "» t �..-� ..�.:1»n pit .✓y )/ll--- wk.tFR A.7fttf X.P.E. .d.r o�eu a m. un P.E. SVS%G A�UNE/OAI£ RCa'.C:t iti.i aaFTi 541M 2F of 76 TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D.DESIGN LOAD(p.s.0, &A GIVEN STORM BAR SPACING(}t)** mmmuw nac).lSTORM BAR SPACING (FT) P E Re sr 2' 2.667' 3' 3.5' 4' 4,5' 5' 5.5' 6' 6.667' 30.0 11'-0" i 1 -D" i i'-0" i 1'-O" 91'-0" 11'-0" 1 i'-0" 110 ill-op. 11'-0t THIS REGION is ONLY VALID FOR INSTALLh`� TONS f 35.0 11'-0" 11'-0" i1'-O" i 1'-0" 1 it-0" 11'-0" 11'-O" 11'-0'' }1'-0" 11'-0" 'W/ 1 OR MORE STORM BARS PER SHUTTER. I 40.0 ill-O., 11'-0" i V-0" 11'-0" 1 t'-0" 11'-0"' 11'-0" i}'»-0" 11'-0" 11'-0" 45.0 t1'-0"' 11'-D" -11'-0" 11'-0 111-0" 11'-Q° 19'-0" 11•-0" ii'-0" 19'-0" - _ __- -a 50.0 11'-Q" 11'-0" 11' Q" 11'-0" 111-9" 11'-0" ti'-0" 11'-Q" 11'--O" 11'-�00 +' THIS REGION IS ONLY VAUD FOR INSTALLATIONS t t. + ;1Y/ 2 OR MORE STORM BARS PER SHUTTER, 55.0 11 -0" 11'-0" 11'-0" 11'-0" 11'-0" 11`-0" i 1'-0" 1 i'-.0" t t'-0' i 1 -0. 60.0 11'-0" 11 -0" 11'-0" 11'-0" 1 1'-0" }1'-0" }1' Q'" 11'-0" 11'-0" + - _ _......._..._ __._....._. 65.0 31 -Q„ t i•-0» 11 -0" 11 -0't W-011 11'-0` W-0, ,-0» 11 (}" 11,-0" • - 1'-0" 91 1-0" 11'-0" 11'-0" 11'-0" + 111-04 + 75.0 11'-O" 11'_0" W-01, 11'-0" 111-0t.... i 9'-Q" 80.0 i 1'-0" 11`-0" i1'-o" i 1'--0" i i'-O" 11'_0" l0'-10" + - 85.0 9 1'-0" 'f 1'-0" i i'-0" i7'-O" 11•-0" 11'-Q" 11'-0" • - - - 90.0 11'-0" 11'-0" 11'-0" 11'-0" m 91'-0" 11'-O" - - 95.0 31 -0' 11'-0" 11'-0" 11'-0" i 1'-0" 100.0 11'-0" 11'-0" - _105.0 11'-0" 11'-0" 91'-0" 11'-0" 11'-0" - - - - - 110.0 }1'-0" 11'-Q" t i'-0" 1}'-0" _ 10'-10" --- - - - - 115.0 t 1'-0" 11'-Q" 11'-0" 11'-0" - _ _..... _._. ......... T............... _. 120.0 11'-Q" 11'-0" 11 -0" 11'_0" _ - _ - - _ .,,,,.__.,..m .................�..._......... � _.._,,................................_....._ 125.0 11 -0" }1'-0" 19'-0" 10*-10" 130.0 i1'-0" it' __.. ._.-_ .......... _ . .................... .................. _. 135.0 11'-0" }1'-0" }1'-0" - _ 140.0 ill-0.1 11`-0" - __ _..................._.................._.._.. 145.0 i1'-0" t1'-0" 10'-11" - - - - - - 150.0 ill-01. 11'-0" - - - _ _._ -------------__.. _ _ =.._._..........._.................... 155.0 1 1`-0" 160.0 11'-0" 11'-0" _ _** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN 4' r••. EN = FLORIDA BUILDING CODE(Non 14h Velocity HureconeZone) I FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. :. c-2017 VUECO wa • T Be _,...._.._ .................._______.....,_.__ _. .._.___...._.. ..... N,,44167 liTau#slus L4 C�-%�'"�-,,,,_-� �o/tLtyStinHarSsrotem ea/2+jo C. for�t gFC13T TE577NC 8 CNOINECA�O COEXPERT SHUTTER SERVICES INC. gt.svn un.. wxs"w Gv,cE.ai,rt:I,e4 ISM'S.Yi,BICTNLIIE 9TREa'T' ST.ttK'Z.FL.74994 i 7-?.44 - ORav9t6.3b • • �++ 1f f}3-OCOe7<9 F'fIpFE;-fW))T•A-9cst.tlt b1i!e7,-GY! ya WILTF R F.%ta Jr,F.C, ur w m aro e rt m. amrna un !',E.'9sb1�i�rJ�yJiQ/DA7£ fL1h2DA Uc /44187 "n,sm n • 1"m S2.OF 26 • TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS SHEET 9 FOR A GIVEN A.S.D,DESIGN LOAD .s:f. &STORM BAR SPACING ft SECTION S1•S1(SHEET9) FOR A GIVEN A.S.D.DESIGN LOAD .s.f. &STORM BAR SPACING ft STORM BAR SPACING"a'(Fr) ASA STORM BAR SPACING"a'(FI) T 2' 2.887' 3' 3.5' 4' 4.5' rA.S.1c.0 S.5' B' 8.667' 2' 2.887' 3' 3.S' 4' 4.5' 5' 5.5' $' 8.667° 30.0 H C.0 AB.C.D AH.C,O A 9 C.p AB,C D A_,_,B,C,D ,._R,BLC,O.__ A B,C,D_ A,B,C.D„ 30.0 B C.D A.B C.D AB.C,O AB C,D AB.CA &8.C.0 B.C.tl AB,C B.0 B,C 35.0 AB.C.0 AB.C,O AB C.O A8 C D A.B.C.D AB.C.D- R,0 C D BCA AB C.D 33.0 kB C D A.B C D_.. A_.B _ ,A�B,C 0 _A,.B C 0 A B,xC;__ A,B C. ...._.aB,C ,t,B,,, a A._..•_ 40.0 AB C,D AAAD O A.B,C 0 B C.D AB,C,O A,B.CAB,C.p A,B�tp A.B C Q 40.0 8 C D 8 CA -� B C 0 A,B C D AH,C B,C A,B.0 p A A 45.0 8 C,D 0.B.C.D A C D BCD B 0.D B 0.D A 8 C 0 B C 0" A,&C 40.0 8 C.D B C p .,,.A.B.C.O� 0.8,C AB.0 A.B.0 A A A A 30.0 BCD,,,, AB.0 D AH.0.0 8 C.D A 0 GD 0.B.CA AB C,0 B.0 D $.0 90.0 AB.0 0 0.B C,D 0.6.0 p A,8,0 B C A A A A A 65.0 AB.C,D AB CA A,B,C,tl C,D 0.B.C,0 AB,C,O A,B.C.O AB,C AB,C 85:0 AB C D AB C D ABC AByC A A A A A A 40.0 A.B,C,D AB.C.O ARCD B.C.O AB,C.O A8,C,0 TMA B;C A.B.C. B,C D0.0 B C.D AB.0 ABC AB A A A A A A 40.0 BCO HC.D 0.HCD 8C0 ARCO A.BC.D ABC BC ABC B 63,0 BCO HC _A,B.0 .._.._A_._ __._A A A A A A 70.0 0.B,C,D ABC 0 B C O BCD B,C D A 8 C B C A BC B A .__ .__....�_.._._......,.._..-.._.__..............._......_.........___.._ 70.0 B,C.D 0.B.0 AB A A A A A A - 70.0 AB,C.O ARCO ARCD A8C.0 ABC.D A191C ABC 0 A A 7&0 HCO &mc A A A A A A D&O BCD "AD A GA ABC 0 ABC 010 A BC A A A 60.0 A.B.0 AB A A A A A ESA ABCD BCO AB,C,C BCD 8C ",C A.8 AA A 68.0 ABC A A A h A A 00.0 AB;CA CA A B C C AB:C AS.C' B,C A A A A '-p0,0 AHC A A A A A - - - Y0.0 B C.O Cy0,__A.B.C,D B,C B C A 8 A A A. A ...................._..._........__..........._....................._... .............,...._.._...._....:._...._:......_._.._......'7_........ - ... ... r,.,,,,,.. _�. _.............._...,..`. ...................._.......... ...15.0 A.O.0 A A. A A A L 1l)04 AB,C.D AB,C,O A B,C D AB,C AB.0 A A A A. A 100,0 ByC„ A A A A - - 10SA !iB C,D.„., B C 0_.......,.A Bi,C_ _AxB,C,,,•.,„�A,B A A A f. A. 105.0 A.8 A A A A - - - 110A BCO BC ABG &PC A A A AA A 110A A A A A 118A AB.C.O AB'C O A B,C AB.0 A A A A . R- A f U1.0 A A A A 120A B C,D AHC ABC A B A A A A A A 120,0 A A A A 125.0 A.B.C.O A,61C 8.0 A A A A A A A 128.0 A A A 130.0 A-BC D A.B.0 A,B C A A A A A A A. 13D.0 A A A 135.0 B 0.D AHG A.B.0 A I A A A A h - - - - - - - 140.0 A.B,C.D A.8,C AB A A A A A A 135.0 A 11 A - 140.0 AB,CD AB,C AH A A A p A A 140.0 - A _ A - ...148.0 A A A - - 150.0 B.0 D AHC A A A A A A - 150.0 A_ A 165.0 B.0 AB A A A A A A - 165.0 A A 160.0 B L A8 A A A A A - - 160.0 A A ANCHORS TYPE LEGEND A 3/6'm CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2"Min. EMBEDMENT*&5' Min, THICK POURED CONCRETE(Az m 3000 psi) B 3/8"00 t/C POWERS CALK-iN ANCHORS W/ 1 1/4`Min. EMBEDMENT*TO POURED CONCRETE(f'n - 3000 psi) & 3/8"m-16 MACHINE SCREWS - ----- --- -- -C---1/4'mx3/4'ALL POINTS SOLID-SEF ,�> � - - ANCHORS W/ 7/8' MIn. EMBEDMENT*TO 1 Q,e� r/ POURED CONCRETE (f'c 3000 psi) & \t\\'i� ••� � 1/4-a-20, I8-8 STAINLESS STEEL MACHINE "�•'••1^� FLORIDA BUILDING CODE(Nos High Velocity Hurricane Zox) SCREWS ; 4 ' 7 C 2017 a.nta mt, CRAM W,Q 5/16 Nautilus"m ?TW/BU?LDE% TAPCON ANCHORS W/ �.,d: � � ..__ 2 1/4' Min. EMBEDMENT*TO POURED ' \` TH1R TCS'T�THO tr�,FN�WHEOCAINSONCCOT/P4NY �O37tMStYtof/i7 CONCRETE (fc = 2899 psi) Ey EpSHUTTEpSERVICES INC. T`- � '✓A.T"F� •• t\\ !7!S k1t:]tvn r<.5u 7M NYi1M'C�.WI'u'.R Sb!ft mispow S,H..51 MORE SIKV TTm :t�9mD1 t� r S+pmn-1v, 17-244 * - /MAL t� 4,raE11-00061"' H-000061'«m JM) 49 6 E.�"Z)$ au.uTc ft EMBEDMENT IS BEYOND ANY FLOOR CEIUNG FINISH D Ei 4 feat:Sax)t49-ama,rix;Srtr)an-cxaa WALTER A wul,4,P.E. tlfuwY. 4A RY.�, � 4n P.E.SEAL SIGNE/DATE. ?.OMA Lk�IF 44167 j _11 23 orw SCHEDULE la SCHEDULE 2a FLOOR TO CEILING RAPPED MOUNTING WALL MOUNTING MAX.. SPAN(!t)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR AGIVEIV A.S.D. A.S.D.DESIGN PRESSURE RATING B.f.),& AMAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT,)-` MAXIMUM MULLION SPAN i MAXIMUM MULLION SPAN(Ft) UA3L ASU1f06 MAX" ®4°I113'kiJ4"MULLIONfl1 MIJUJON 4°x8 xlW MULLION G2 4'xT'x114•THICK(316'flAN13Ej MULLION lixfeul+w @ 4"x8"xl/4`MULLION Gi 4'x6 Xl/4"MULLION 02 4"x7'%114'THICK �0'FLANGE)MULLION (ft)0Rmw OftWAPON 1 MEWAMN 2 011 WATION 1 ORIENTAnON f2 ORIEWAT'AN 1 OR)EWATION 2 iv ( " CRIENTA71011/1 OR2 OREN7AroN t 1=01 ORIENTATION 2 CREWAIM!2 END- INTT]R'i`R END -KIERIOR END 3NSERIDR END I INTEMOR ENO. U40 INTERIOR ENO I INWAOR I ENO INTERIOR ENO INTERIOR END I wiERIDR END I lumtDR 304 20'-0" 7-10" 8-0' T-3 72'-0' 9'-4' i0'-7 S-0 72'x8- B-8 7-6 12'-8' `30.0 20'-0' 7'^10' 0'-8. T-3 12'-0B-4 1tl-7` 8'-0` 12'-6' T-6" f2'-8" ]0.0 20'-0' T-4• p'-3' 8'-9' 1t'-S' 8'-8' 10'-D• T-7• 7�'-6" B'-tS' 6'-It" 72'-6" 35.0 20'-0' 7'-t• .g'-3' g'-9° 1t•-S' 8-8' 30'-0 T-•T 32'-6' 6'•-tf• 12'-8' 40A 20'-O' B'-10" 8'-10' V-4" 10'-tt" 8'-1` 8'-7" T-}" 12'-6' 8'-1" 12'-5' 40.0 20'-0' 8'-10' B'-SO' -4' 10'-11" d'-t' 9'-T T-3' 1 '-' fl'-6' t2'-6` 0 20-0' 6•-6• 8'-8' 6'-6' 10._gw T,_B. p,_3w .B'-11' 12'-8' 7'-1T' V-2' 12'-6' 48,0 _2'0'-0' 6'-S' 8'-8' 6'-81. 10'-6•_.. T-d' 0'-3" V-11' 12'-6'� 6'-2' i2'-6' 50.0 20-0" V-2' B'-2• b-0' 9•-11• 7'-4' g'-it" YB'-T 12'-8'� T-4 S'-tY 12'-8' 60.0 20'-0' 6'-2' _ 8'-2' B'-0' 10'-4` T-4" B'-i t' S'-}' t '-6• 5'-it" 12'-B' 50.0 20-D' .5'-11 7-I1' S-B' _ B'-0" M-8" 8'-T 8'-3' 12'7#` g'»8` S'»7• 12'-8' 86.0 '�2W-0' S'-11" 7'-11' ��5'-S' B'-t0' 6'-7' 4'-t0' f2'-4' S'-T 12'-e` OOA 19'-S' S'-8' 7'-D' V-6" 8'-S' b'^4' 8'-b' S'-2" 12'-0'. 6'-4` 5'-6• 12'-S' 60.0._ 19'-6" 5'-9' 7'-9' 5'-6' 9'-8' 6'-10' 8'^4' 4'-8' 121-IF- 5'-6' 12'-b' ..-...._..__.�...�..__ .........- __,_. ............__.. ........,.,_. _- ..._. .. i .....__ OSA 18'-4 5'-B T-9• 5 4� 8'-4' B'-4• V-4' g'.-2. 1T-SD' E 4` S-6 12'-S' -60.0 ,,, 8 m...mm5 9.......T.9` 5's" 9'-J 6'-10 8'-S 4'-8" SS-10" S'-6 12'-6` ..,..o.-, ,.._„_ ,.._....._�._.� 4T-4 5'»S' T-B' S'-4' 8'-2' 8'-3'- 8'-2' 6'-2" 11'-9' - 6-3` 5'-S 12'-5' 70.0 FT-1' S'-9` 7'-8' 5'-4' p'-6-6' 8'-tD" 8'-4• 4'-8' -SS'-8" 968. 72'.-E•' 25.0 t8'-6' S'-9' 7'-7 S'-4' 8'-0' S'-3• 8'-0' 8'-2' 19'rJ' S'-3' S'-fl IZ'-S' s6'-6' S'-B' T-T _ S4' 9'-S• B'-4D" B'-3' 4-8' ti'-T S'-d 12'-S' 40.0 16'-9' 6•-9' T-7' S-4' T-t0' 6'-3' T-10' 6'-2' 11=6' B'-3" S'-6 12'-4' BOA I5'-8' S•-9' 7•-7' 6'-4' 9'-4• T8'-10' -8'-3' V-s' 1t'-6' Y-6 12'-4' 55.0 15-0 S'-9' T-7• S-4' T-9' I T-3• T-9' 1t'-5'. 8'-3' 5'-6 12'-3 854 A3'-O-O• 9'-8' T-7" 5'-4' 11'»]' 6'-t0' 8'-2' 4'-8" 11'-5- 51-6 12'-3 QU 14'-2' V-10' 7'-7' 5'-5' T-8' 1 8'-4' T-9' 6'-J' 11'-5' 8'-4• 5'-7 12.-3 mm p0.0 t4'-2' S'-10' 7'-7' 5'-S' 9'-]` fl'-41' _..B'-J" ........___ _..�...._t......a... ....... 7'-7 S'-6' 7-9' 8-5 «9 6-{' 1t'-8' 6-5 8'-8 12'-3 B5.0 13'»5' S'-ttl' 7'-7' 5'-6' 9'^3' 6'-E1' 8'-J' t'-11` 191-5' 5'-8 12'x._._ Iwo S'-7 .T-8' b'-8' T-9' 6'-4' it'»5' -S'-G. S-B 72`-3,.... ...100.0 12'-9' S'-11• 7,^7• -5,•-7• 9•_3• T-p, g•-2' ._........ ..._F_ .._...._U................_. 1104 12'-2• 8•-0' Y-T 3'-T' -B" S'-T Y-9" 6'-5' 1I'-S' 6'-T' S'-8 12'-] 1040 t2'-2' 6'-8' T»T S'--7" B'-}• J'-t' B'-2' S'-1�,. 1104 11•-T 6'-0' T-T S'-S' T-p' 8'-8" T-B` 6'-S' it'--' ............... -- ....,._ S 6-8" 5•-10' 12'-3 Itu I1'-7" 8•-0" 7'-T Y-d" 8'-]• 7'-2" 8'-3•. .�._..... ._.. ......_.........._......_....__,.._�. 175.0 IS,_i• £'-f' T-T -'^S 7•-9• Sy B" 7•-9' 6'�J• 11,^5, 61_9" 5'-7Y 72'-1�_ 1494 If-_7• 6•-I• T,-Y 5,-8• 9•-3• 7'-Y 0'-3' S'-4"..... 11'-" 5'-11' 1'-3. £'-1' T-6" S'wB• 7'-9' fi'-30' T-9' 6'-7` 3t'-5" 6'-10' 0'-6' 12'-3 1204 IO'-8` S'-7" T-6• 5'-9' 9•-3` T-3' 8'-2' 5'-5' 125.0 10'-2' 6'-2• T-T 5'-10' 7-10" T-0" 7-10' 6':-9 34'-S' T-0' 6'✓' 72'-3 t25.0 tO'-2' S`-2• T-T 5'-t6` 8'-3` T-4" O'-3" 8'-g' 41'-5' 6'-1' I -3 130.0 '9'-10' 6'-]" 7-7* g•-9" 14•-5' 7'-4' B'-2' 8'-9' 1304 B'-5' 6'-{' 7'-7' S'-11' I Y-10' 1 7'-2' Y-SO" 6'-10' it'W-5` V-2' g'-Y 12'- 1364 9'-5" 8'-4' T-T S'-11' 9'-3'_ 7'-5" 8'-3' 8'-10' il'-S• 6'-2' 12'-3 1404 B'-1' 8'-4' T-T 6'-0' T-10' T-3' T-10' 6'-I1' tt'-5' T-3' 6`-3' 12'-3 1{0.0 D'-t" b'-{' T-T b'»0' jg'-:3' 6'-3' 12'-3 .._ f 454 8'-10' -8'-5• T-B'� V-0' 7'-9" 7'-4• T-9' b'-it' 11'-5' 7'-4' 6'-3' 12'-3 t45A 5'-10' 6'-5' 7'-6' V-0' T-6` B'-2' 6'-11' 11*-5* 61-3' 12'-3 1504 8'-8' b'-5' T-T 8'-1' T-9' T-S' T-9 _ T-O' 1I•-S' T-5' �B'-4t 12'-3 1110.0 g'-.8" 8'-6' 7'-7' 8'-1` T'-T .........................M,.......,.............. ..__. O^2 7-O t l-5' 6_-4' t2'-3 1854 B'-J' b'-6' T-87"-fl'0A - S'-T T-S• t'-5' T-T' 6'-B' 12-3 T»9" B'_2• T_y, 4R 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. �rr�luuit� t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. P d-END MULLION La I A f 4 I ri...�•.C..p...... - - � _INTERIOR ISif.a1F�SCTl1t) - - - MULLION SII V� - - Sttt ••L�C� Vim, .„"- t1 "••• 4�"'p ✓ FLOPMA BUILDING CODE(Non High Velocity Hurricane-Zone) .(..5 .•-"�,`5. ,•.•• • • �'� .,• 02017 T&7.co mc, 1V4zutilus 1 all MULLION SPACING:"S" syxte:n �rzal7 ._t�'r�-•, }��' �I� E C d tNC. 7h7 Shatter �� 71LUT TESTM6 a 6NBINELR9IO CONPANT EXPERT SHUTTER SERVICES INC. ansa".r.ste,,t�,v ace tco.vw Y.wacert,".311. 1638 S.N.ftlaoRE MCI' /Y,Q� ,�yfG I71 '•u.:UP�mf_�„e',re.:i,ctmn_fa. POpT Sr.WVF,n.34964 17-244 T•� �Z�F1 i!lIII "» cBG[a0�si 4. a„ ':[e{a)7w-Sofia.rtic C1»)e71-cola 9a./afwaNe -+NlF rJ w.k;1ER k 7fU,!7.�:.P.E. `• •'- m. eaascao. we P.E. SEAL/51Gt:ATVRE/DATE T1CF;GA oc.t 44167 x4131 .n M. Um 24 OT 76 a SCHEDULE ib SCHEDULE 24 _ FLOOR TO CEILING tTRAPPED)MOUNTING MAX.SPAN(fl)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX SPAN IFT)FOR ENDAND INTERIOR MULLIONS FOR Gl N AS.D. A S.O.DESIGN PRESSURE RATING(p.9.t.1.&A 12=0"MAX_MULLION SPACING(8)' DESIGN PRESSURE RATING M-S,F,L&A 12x-0'MAX.MULLION SPACING fFTI' MAXIMUM MULLION SPA (M MAXIMUM Lt IT) VAX OEM1 ®4k8X1F4•MULLION G1 4"x8k114"MULLION tit 4xTx114'Ttt[CK(38'FLANGE)A1UEL30N Wwn1l1 (G�4"z8k1/4"MULLtON G1 4-xft114"MULLION G2 4WxIA'THICK PREmmF4klm s(R), Rk?" FLANGE)MULLION ORIEMA710N 0 a 02( ORIENTAnom#I.#Ot 43MTATM 02:(G)t OMENrAT,ON it OR7ExifAT10R 2' (P--) (� MENTA110N IIIORIEATATKIN Z Of9ENTATSON 1 CROTIAIM/2 ORIENTATxIN 12 EtiO INTERiCR ENO INTERIOR END INTERIOR END 141mon ENO END INTERIOR ENO OtmnR END INFERIOR END INFERIOR ENO INTERIOR END INTERIOR OA 12iO 11'-7 . J ,_- 1I'-6. 9-A 12'-6' 12'-6' 12'-B f0- t2'-8• t2-8' 11•-3• 12-6 ]0A /2r-0' 9'-a 11-8• 9'-9• 12'-6 17-8• 12'-B 10•-7 12-0 S1-J i2-6 51.0 12'-Q' f0'«T 10'-11• 4'-1' 12'-8' 12' 6' 71'-11• SO`-0• t2r-6• 12'-8' t0'-P 12'-6' 360 tyL-0' 9r-2" t0'-I t" 9'-2' 12'-B' 12'-$' 11`-11' 1G-0• 12'-6' 40'-4' 12'-8• 4QA 11'-a' 9'-10` 1C-$- 8'«p• fT-8' W-6' 11'-4• 9-8" tT-8' 11'-10' V 11'-6' 4" '12'-0' 01-9 10'-5" B'-11• 12'-61 11'-8' It`-4• 8'-6' 11'-6• 9'-T 12'-6' 4&0 1T-0' 9'-!' t0-1' r-4' 12•-S' 10'-11' 10'-I1' '9'-1' 11'-B• 111-21 S•-0' 12'-6' 40.0 1Y-Q' 6'-4' t0'-1' 8'-4' 12'-6' 1iY-1t" 10'-tf' 9'-1' 12'-6• 9'-0' 12r_6r b0.0 12'-O' 8'-p• S`-8• 8'-1" IT-O' IC-4• to,-7• N-9' t2'-6' t0•-T 6•=6' 12'-6' OMA 12'-0' 8'W` 9'-6' V-1' 2- 0` 10'-4• 10'-7' B'-R 1T-6' 6-6' 121-$• au IT-a' 8'-4• 9`-5' T-10• 111-8' 9'-10^ Iff-3' 8'-8' 11`-6' t8 8'+S• 12'-6' 6S0 12'-0' T-10' 9'-8` T-10" 11'-8` 9'-10` 10'-]• B'-6` 1Z'-B• 0'-S' 72'-$' aw 121-W 8'-0• 9`-2' 7'M6• 1l'-4' 9'-5• 8'-1f" 81-3' 12'-6• V-7' T-9' 12•-B• .00.0 12'-0" 7'-•9" 9•-2" 7-6• it'-4' 9'-51 91-11• 8'-]• ,Y-O• 7-9• 72•_8" 660 12'-O' T_g• B'-11' 7'-2• 11•-0 8'-1' 91-1• 8'-0• 12-6• W-3' 7`-6'�. 72`-6' 60A 121-0' 7'_a` 8'-1.t' 7'-2' tt`-0` t2'�6„', 7 T2'-6" f0'-9' 8'»9" 9'-Y T-10 12'-6' 6'-f 1" 7-2' 12'-6' 70.0 12'-0' 6'+11` '8'-8• B'-11' 70'-9' lx-9• V-5• 7'-10' t2'+6'-..1'-2'• 1 f1-6" 760 sT-0' T-1' 6'«6' 8'«a' 10'-6' B'-S' 9'-J' 7'-6` 12•-6' 31-7* 6'-11` 12'-6' 76.0 IZ'-0 8'-8• 8'-8" 6'-8' t0•-6' 9`-S' 9'-]' T-8' S '-6' 8'-Si' BOA 11'-0` 6'-I1" 0•-4' V-5• 10'-J' 1'-2• 91-0' 7'-5' t`-6'. 8'-4' 6'-8' 1'-6• x0.0 12'-0' 6'-9' .8'-4' 6'-S• 10'-3' 81-1' B'-0' T-S' 12'-e' e'-8' 63.0 12'-0' 6'+$' B'-2" 6'-]' 9'-9` -it- 6•-10' T-2 12'-6• 6`-1' Br-O" 12s'„-6,_ a" 12'-0' 6'-J" B'-2' 6•-]' t0`-1' '-1' 6'-10` T-a' 12'-6'' '-6• 1 '- 90.0 42'-0' 6'-8' 8'-0" 6'«Y 9'-2` T-8' 8'+8' T-Q` 11'-6' S=4`_ 12'-6• 90A 12,,,0• 6•�1• 8•-0• ,-i• 9•-1T• 7,-8• 6,�3, 7,-0' t,�5, B,-4, i,-6, p6.0 12'-0' B'-4' 7-1Q" 6'-11• $'-$ T»S' 8'-B' 6'-70' t1'-t' 'T'-5' d'-2' 12' 6 Y0.0 f2'-.0" 5'-11` T-ta' S'-11'.. 9'-8` 7•-B' 8'-B' 6'-10' .......... ....._ ..._ 100.0 s1'-0' 6'-1• T-8' S'l9" 6'-J T-0' 0'-3' 6'-8• 11'-9' 7'-O` 6'-0' 2'- ' 100.0 f2'-0' S'-9' 9•-T T-4' 8'-S' S-6 It'-p• 8'-0' i 6--a' '-T - 6'-' 7`- B'-8' T- 6'-8' 111-61 6"-8' II-to- t 7__AF 1 1 '- S'-$' T-7". '-8' 9'-4` T-1' 51-3' t t'-B' 12'-4` $CHEO LU.E.ib• (LIMITED LOAD.MULLtGN SPACING&SPAN iNSTALt"ON) SCHEDULE 20 tL1MTT£D.¢fR�,,,(�AULLION SPACING&SPAN INSTALLATION), FLOOR TO CEILING(TRAPPEOS MOUNTED MAX.SPAN(ft)FOR END B iNTER10R MULLIONS FORA WALL MOUNTED MAX SPAN{0)FOR END 8 IN__ R MULLIOtJS FOR A G3VEN GIVEN A.S.D.DESIGN PRS SS URE ti,x.E.).ANO FOR 12'-W(CASE H&8=0"(CASES In&III MAX,MULLION A S:0.DUf.QN PRESSURE RATING fD.61-LAND FOR 17.0'(CASE H&8'-0"7CAS E III MAX, SPACING tit)• - LILLI N P 1 MAXIMUM MULLION SPAN (TT) MAXIMUM RAI it I Insi SPAN wx G 4'x6'xIW THICK Gt 4'x6•xil4'THICKG3 rxrxulimm .14,THICK !Rn G 4-A'xlW THICK G1 Cxftl,14'THICK G3 7xTxIf4'THICK t uuum MULLION MULLION NIULLION CAMMaim MILLIONItU1113N PFXMM mil CAM PROS= SPAM CRI jt RDAT41I(:1 aDr69cN/!ORTRNTdt t!09txTAttxl il P WAIM 11 OMO M t BARNA SPACING< 9x 111�4WO}iX8 MI14N)10W*T0 11 QW(Da'" xlL arm 110REJ lw �9t cn)t (tet (tet (U)t � (n)r - END tP.aJ (tu t (D)r 441 t st (�)r ENO I WIERrA END 1NTM.Oft INTERIOR. END tltE"A : ........._ 1 MULLION -ENO INTERIOR END KHR69R INTERIOR END OITERIOR 12'-6• 12'-6' 12'-6' 12'-8• '11`-0' .....:.-..: i1. O" - 72'-' 12 6 42 6 12,6 tt' i f 310 30.0 t2'-0' - 12'-6' 12'-B' ii'-71' 12•-8' - tl'-D' _ f �6 � ��1-` 6'"•' 6 812'-8" 11'-6" St 4 1 ,-8f2r-8'_ _ ifW-O' = "' "�i r , Z5T 10 I1 f2'+6 --__ INTERIOR aao u'-Q' 4 so 7 2'-' W-Q` 1T-s" tr-o` -- - _,...MULLION d)o i2'-o.:...._...._r_. to .. Off 3 !2'-B• n'_o'9'-19' 10'-J'T 12'- 9'-ti' 1 't1'- _•am -. 30.0 �$'-0' O•50.0 $'-D' IZ-6' 12'-6' 12`-6" 42-b' R • J6.0 8'-O" -QeJ6A $'-0` IZ'-6` 2'-B' f2`-6` f1'-fi' 40.0 9'-O' p'-0' 9'-0• 9,, 0• ®•-a•. so.D B-o' 1T-fi' 1T-e• ,1' b t2-s• - MULLION PAGING•NSN 4x.6e_Q9'_a• p_Q 9Q 90`amu . V-D' 12'-6' .12'«6' gr .12'-8• - 00.9' ' - 12'-6' 12'-8. 17` 66.0 9_MAXIMUM MULLION SPACING SHALL BE SUCH �`""12'_2. 12.-2" 11'-4. 12-2. 10A 6-0 _ 9.:pp_Oma_O8.-aO._a.t _a• THAT MAX.ALLOWABLE SLAT SPAN FOR THAT _� 6 0 „„a" a-o' s-o• s•-o• 9•-D" 0-0• DESIGN LOAD SHALL NOT BE EXCEEDED. 7Q° B a' a a" a'-0" 9'0• s'-a700 8'-a` - 9-09'-D" 8'-0' a0'9'-0• 9'-a• - .- ..,..-..".. ,.... ,_. - 40A 8'-0• - 9'-0• e•-o" 9-0• a`-D` - 9'-0• r MULLION ORIENTATION IS AS SEEN FROM THE a" 6•-0` - _ is MD•46.0 8-0 - 9'-0 9-0' 9'-0 9'-0` - - ..-9':6'_- -OUTSiDE(EXTERIOR)OFPR H T......... 8"-0' �„ ,• 9-0" ffs _ ... _-_._.._.__................................. 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