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HomeMy WebLinkAboutProduct Approval A gN3 1. t BCIS Home ( Log In 4 User Registration Hot Topic ( Submit Surcharge j Stats&Facts Publications Contact Us BCIS Site Map Links j Search dbpr a ;' Product Approval �� 4USER;Public User utyoat(?. ,30 G�`.eaxuv:�aai Product Approval Menu>Product or Anollcation Search>Application List>Application Detail FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST /�ii Port St.Lucie,FL 34984 ^Y (772)871-1915 Ext 106 ST callexpert@aol.com QVC/e ?dry Co 0ry Authorized Signature Michael Heissenberg �"per callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 CallE pert@a15 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg 0 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 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l ❑ Evaluation Report-Hardcopy Received ILi Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. ®® the 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. 10 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 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVH2:No FL11246 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 Evaluation Reports (basic protection only).Pressure rating:+30,-30 p.s.f.at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at W-0"span withi 112"slip. 244 PRODUCT EVALUATION REPORT.PDF - See sheets 15,16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes Back Next Contact Us c:2601 Blair Stone Road,Tallahassee FL-32399 phone:850-467-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida taw,emit addresses are public records.If you do not want your a-mall 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 emaits 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 dirkrherre_, Product Approval Accepts: Credit Card Safe GENERAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATM NS AND SPECIFICATIONS OF THE ANCHOR'S!MANUFACTURER. 1.NAUTILUS ROILING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED.)HAS BEEN 9,ANCHORS REQUIRED FOR STORM EARS CONNECTIONS SHALL BE AS SPECIFIED ON APP UCA9LE SECTIONS SHOWN 0, SETTEE 9. VERIFIED FOR NAUTILUS ROLUHG SHUTTER SfSTELI SHAUN NOT BE INSTALLED t ACCORDANCE WITH THE 2017 AT HIGH VELth OCITY HURRICIUZ CF THE ZONES BW.DUIG�CDDABE -3/8'oxt 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS,INC. /BRCWARD COUNTIES).). -1/4.0x3/4'soLm-sEr MANUFAcrtmc,BY ALL pour,INC. -3/8'0 KWSK BOLT TZ MANUFACTURED BY HILA.INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16'0 TAPCDN MANUFACTURED BY C,W BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE 9ainFAS W2UL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE LHftI11CNED ANCHORS SFIALL BE AS INCNCAIED BELOW OR AT ABOVE MENTIONED SHEET. FOR A CIRECT104AUNFACTOR Kd-OX5.UV7G ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE MSTANCE AND EMBEND SP ARE FOR AB ANY FINISH tD ANC L. AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS=WED CN SHREWS 15 WU 18&20 THRU 26. EMBEDMENT III ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED 03 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS,O)GEWN PRESSURE RATINGS INDICATED ON SHEEZES 1s THRU 18&20 THRU 26. 3/8'Ox1 1/4'CALK-W 3 3/4' 4 1/2' 1 1/4'(3000 psi) NOT ALLOWED 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT ODER STRESSED, 1/4'04/4'SOLID-SET 3' 3 7/8'(3000 pli) NOT ALLOWED A 33%INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS HDI USED UV THFJR A amiS.FASTENERS 3/8.0 KW1K BOLT TZ 9 4' 2 1/2'(3000 ps) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN OESERMd:NED IN ACCORDANCE WITH N.D.S.2015. 5/1610 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED �RDSAN TWIT!5 IM.1.1.ShUTTEFt 2 OF ABUACY OVE MENTIONED CODDEUAS NI TESRESISTANCE T LABBOOFSOSOUTHD IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA,REPORT j 1030.01-08 AS PER ASTM E 1996-05.E 1656-05 ANE)E 330 SEA MAROS,OUAUFIING 10A 11, 110. 12.-12A 13&13A INSTALLATIONS FOR WIND ZONES 1.2.3&4,MISSILE TYPE D AND ONLY APPLICABLE b BASO PROTECTION INSTALLATIONS.AS OEFLVED BY SECTIONS 6.2.1.2 AND 8.3 OF ASTM E 1596 SEE SHEETS 19&20 _KWIK-HUS-HOLT TZANCHOR SIONANUFA0OR MANUFRED ACTURED HILTI,INC. FOR ADDlTIONAl.LfUTTATIQES. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOSED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MEQLCNED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCRIM;(EXCEPT END REIENMON SCREWS TO BE STAINLESS STEEL 3C4 OR 316 SAES WITH 50 Its! EDGE DISTANCE AND EMBECMETNSS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 w TENSCE STRENGSk R CORROSION RESISTANT CCATED CARBON S E-M AS PER PLY EMBEDMENT 0 100% 50018,ALL 521.5,ARE TET:SCREWS MANUFACTURED BY ITN 6U10EX&SHALL COMPLY W/FLORIDA BUILDINGGROUT FILLED OR CODE SECTION 24115.3.4. ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4-0 KWIC BOLT TZ 27' 9' 4 3/4'(3000 psi) NOT ALLOWED S.BOLTS TO BE ASTM A-307.GALVANIZED OR AM 304 OR 316 SP-RIES STAINLESS STEEL WITH 36 W UNIAUM 1/2'0 0%BOLT TZ 22 1/2' 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIK BOLT TZ 6- 4 318" 2-(3000 PSI) NOT ALLOWED 3/8.0 HUS-H SCREW 4' 5 2-(3COO PSI) NOT ALLOWED 6.NAUTILUS ROLLING SHATTER.SYSTEM BEARS U.S.PATENTS#6,095.225 A'tD 87,409,980. 3/6.0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWS) 7. ANCHORS TO WALL FOR(g)SCE-6 RAN.SHALL BE AS FOLLO:SIS. 1/2-0 RS-H SCr4;V OR MM BCCI 6' 6' 3-(3000 PSI) NOT ALLOWED 5/8'0 NLS-H TONIN IR W-MM 90S 7 1/2' 7 1/2' 2 f/2'(3000 PSI) NOT ALLOWED (\)TO f7Ct5iING POURED Cf1tNCP;TE EII+I.3C00 P-s'•L COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY TTW BUILDEX.INC. TO PREVENT WC10/RAW INTRUSION,CAULK AND SEAL PRODUCT TRACKS ALL A4WND FULL LENGTH. -3/8'0 KVAK BOLT 3 ANCHORS AS UAN(khCTUisF.D BY H4LTL INC. - 12.D SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE S0194DNESS OF THE STRUCTURE WHERE PRODUCT IS TO 8E ATTACHED TO A0 &I MUM EUSEDUENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONEY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS, 2 1/4'FOR 5/16'0 TAPMM XL ANCHORS&2_f/Z.'FOR 3/8'0 KVI%BOLT 3 ANCHORS. NO EM8E0 INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQLIRED EMBEDMENT. /3.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH H ASPECS I10CATE0 IN THIS DRAWING PLUS ANY BUILDING AND ZOtIIiG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. A2)MINIMUM EDGE DISTANCE(ED.)INTO POURED CONCRETE SHALL LRE: 14.LIFTING MECHANISM N07 PART OF THIS APPROVAL 4-FOR 5/16-6 TAPCON XL ANCHORS&5'FOR 3/8 6 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATEMAL 15. a)THIS P.E.D.PREPARED BY THIS INCiNT:ER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SSSS A3)INCASE THAT PRECAST STONc,PRECAST CONCRETE OR ERICK PANELS,VENEER OR PAVERS BE FOUND ON NDHIONS DEVISE FROM THE P.EM THE EXISTING WALL OR FLCCR.ANCHORS SHALL BE LONG ENOUGH TO REACH TIE VAN STRUCTURE BEHIND SUCH PANELS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS (E8)TO EXISTING CROUP F:F1rn CELL CONNCRTRE BLOCK WALL-ASTM C-90 P.EA.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON IMS OOCUMEfIr.CONSTRUCTION SAFETY AT SITE IS THE CONTR=I`OR'S RESPONStB1M. • -5/16'0 TAPCCH XL AUCHCRS,AS MANUFACTURED BY frW BUILDEX,INC. (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.i)MINIMUM EMB 2ENi OF 5/16 C 7APCOLI XL ANCHORS INTO THE GROUT'FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF HO EMBEDMENT w6 STUCCO SEfALI BE CONSIDER©ILS PART OF THE REQUTAID E)dBr'OMENL BeIND'SHALL2 1/4'. RECORD(E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER Of RECORD,ACERIG AS A pELECATED ENGINEER TO THE P.EO.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEVA, 8.2)MINIMUM EDGE DISTANCE(ECD,)OF 5/16-0 TAPCON XL ANCHORS INTO GROUT FILED CELL CONCRETE BLOCK SHALL BE 4.EEG_DISTANCE IS BEYOND ANY FINISH MATERNAL (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 135)IN CASE THAT PRECAST STCNE,PRECAST CONORErE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MALI STRUCTURE BEHIND 16. PRODUCT Lw OF c►v s LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 170995 of SUCH PANELS. FLORIDA 6Uf'LDI�yO' 0 YJNPFL SHALL.BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH BECTON 170992 OF THE FLDRt1A 8UI(gkti CODE (C)TO EXISTING WOOD FRAME BUILDING.SPRUCE PWE-FL4-SOUTH(G-O.36), DOUGLAS-FIR-SOUTH(G-0.46)OR I�' .S. 4N.UL Oft" HE N/Sm 10 ` , THE STAIF OF TO SOUTHERN PINE#2 W/G OSS MMIJ. Al FLORIDA BUILDING CODE(Non Wgh Ve!d6ty flonfoone Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED 13Y NW BUILDEX.INC. ; • c t 02017 TtM=Zr- • I»AVNN 1Te QI)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAtME UNIT SR BE 2 i/4'PHYSCAL i NO.44167 s Nautilus THREADED PENETRATION. tk A ROUIfagSSMFfersparem rsn,/n NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. `.p-,--S '�C y IMC. ate C2)MINIMUM EDGE DISTANCE(E.D.)OF TAPCON ANCHORS.INTO WOOD SHALL BE 2 1/4%EDGE DISTANCE IS '9 'S { ` k..` TIUMT TUTING h ENGWECRWG COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH IlAI£R11IL 0� L r�'� \\ M1>3�N•.ST 4-Aa X•.K'OY�U➢dpZ,R y1�66 1626 SW.PRTUDRE SINEFT � ...... \\ ve...:OtnK2+-:iVl.r,Omle,:-w: PORTS ST.LUPE.FL 34984 17-244 y ► Cp t\ a-mcl:a 006719xma rMo:�(EM)las-MG.rAX M2N�1- DRAWOG Ke C.3}IN CASE THAT PRECAST STOf�PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON S�0 �� It ®-0006719 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND r4 �A�'--L14L- VIALMR A 14UN.t P.E. SUCH PANELS. P.E•ffWFi;JY 9A!k !DATE FIDRDA Uc S"167 �n slrtn 1 m'26 #7 #8 #9 ##11.0 ar.w• —zsu• #5 #6 tvr ra,c .,ss•-j��_z•x' seo•�..°'°`„ro•Itz.a+ccw ,''11 �.M' #L #2 #3 sfv n9s 1.nn ue rnr1 DErA j1 .1rrCaIAW .uT I 'J t.DETNL•A X311 . TkLSSHM11)F1L0Mn F-7711Xra1S1r 81.614' Ray1n• R199r ww' A]w aT.'40 ww o1 OPTION infmalam4m OPTION#2n`liytaS�re409STAsaMSTEESSCM1 COATEDWR1/A=%M AETA&C 0y oCKROMEDfPZ9 ANUMMSM COAl%10SY5 4ASwj11jACmm sne• 6yFy=181A hdma6k ucK. t2r .y tss• ,619• 1 OET9 r�u• .191 Fhl•1PB.Bf61(tEl9EeSY-'1'(FQ QA SLATS L.f19 ® STARTERSIAT �r r T6ulseanaALLOY aces-Teu,nmuuataar rrs+afzt(a�.) DETNL'B s.uef¢•-r ©Ki nurt�.., SCALe,a'-r 6GL6:fff.r a -1—fi13' =ass' sur F 1 n ue- g ACETAL BUSHING Sow "* •., r-+z� s7s' rrr - alar NSEvvepwNselAHOm b Aw e:5• %l ,m. C t ��QM1IP.3)rkf .b Q .tt5? 3 TEISLESTPESSAfi'@iA&t364ti . t. " •_JS 4 O BUILD-OUTTUBE .&CVLfJ.SWkm 6064GAMMI RAALLOY 1ZWN0',0WWACP65kW SCALE t7 r s p1o. 7 QC RETAINING SYSTEM:SCREW f BUSHING k----t.wt--•k * OE BUILD-OUTTUBE E1 BUILD-0UTTUBE sulEvr•r SIDE RAIL WOMALUD KW AUCY eaasT6 a6wnam uLDr .12v WS&T6191.Ut61tLs.6ALLOY SCAL&t7-r SC11E:t4•-r RR 6CALe:+n•.r q J *[NST EE KSAS.`Ar'�9 BY SHUM u900ACAIFEP.Til mWw Ma A mw&u fyzw CLP mcc enwm SCHEN(C•ZO CWV WALL Af NON WG#=MC RS=U-- E3 BUILD-OLITTUBE zcao• ca6smAL,mNuvulrn r--1zs• ScAm ur.r r 4 W t n OH 114'Ox314'RWIBUILDEXTEKSCREW Z•T CARMUS a k - SCAM fa..r 1i v) ����,,��•• 6vS aso• m � �i,.O.[l.J%e QI 511(i OJITWBUILDEXTAPCOVXLANCHOR CAMUUSTEEL f>utE,rr.r � k ..Cao -' QK STORM BAR .r......, O 318'0 HILT].INC.KWIK BOLT3ANCHOR 6Wf•T6ALUWfUau)AY G© 4x7 MULLION,-' .T/t/• ,•• 6utE 1a., QF TRAPPED ANGLE © 4x6 MULLION G1 4x8 MULLION Me�TBAL .... 7. .• Brruc,rrf•�r 60AST6ACUWtA@AAILOY 61St-76ALuuvNUAuOY 6061-TBUL'6+RNNULOY S�g:S9.p� •. ✓•�, SCAMZT ,- SCAfEAT-r \ r'a FLORIDA BUILDING CODE(ran ugh Velocity Hurrmne Zone) = G 2017 1bTEC0 C.'C. cqA ft 00.44167 ° Nautilus RagtagS6aHerSysteza wm�17 IL ECOiN�. '°'• f TWA TLSNNa&ENGINEERING Cmmun EXPERT SHUTTER SERVICES INC. �`T` 0•: �•' \\ .•,•Aa•.xa 0.v.s4 xv uveas R fs+u 1626 S.W.eGTNORE STP.�T 17-244 COMPONENTS •.oR �,\ .,(>ap7,_,en.Le,(sate7,.,v, PORT ST.LUL1>ti rL.74984. I rCs.. (� )i e-,aa®W1 79 ce,r, Now-(too 719-=.INN tnz)671-6997 GRAe9,a NA W&Tm A nm'Jr.P.E. oo�v sa ac P.E�" DAIE RORa1A Lk-f"167 m,s•m, . S1RLT 2.or. / a` I i 14 14 1 I 13 14 112 O �• 15 • • 4 18 1 SIDEIEND CAP 1 to 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOW.040 THICK © '�- 4 SPRING BRACKET 5 SPRINGASSEMBLY t 4 �, ` 6 60 MM OCTAGONAL AXLE .� 7 SIDE RAIL(MAIN SECTION) ar /� 8 SIDE RAIL(COVER SECTION) ,r- . 17 9 ALUMINUM STARTER SLAT .� 10 ALUMINUM SLATS 1-10 a ° �O 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS �.® 15 HOUSING(BACK&TOP)FASTENERS 7 a 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE uj-- 22 GEAR-PLASTIC OR ZAMAC CASING �A 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END 0A(fs•&SSEMBLY COMPONENTS 10 �� ••' C7 ,SlC•'• FLORIDA BUILDING CODE(Non N;gh Velocity Hurricane Zone) 02017 n-IM0 CIG op"m M No.44167 = Nautilus w *i�* :. RoLingShaNerSys[eTa ce/za/tr d r 1 ` �5 tV�`� 711117 TESTWO! EitCINsEAtN6 COYPIM( EXPERT SHUTTER SERVICES INC. .c6R1?;;.•` 11 ems�•.Tw.a.v.,zs,weu ousna.n nice 1626 5N.BILTUORE STMET 17-244, •....... •�` {I w:(mepft-I>•a.to:pcsynt-.n. PORT Sit.1UCIE,TL 34584 4 ({ { e-rtm2:CltewOao4om DO.IM41G II• E3-WG6715 1100)Tag-fW0.rm.(TTS)G7/-C.37 WiL1ER A Tg1R.f.P.E. fl ®m' PZ"!5 �A'ZW RE/OATE FLO.Uc.B 44197 ea tit Sr+¢i 3 oT2e Y/6 & Y/7 V/9 ryIR � Y/6 & Y/7BOX X K END CAP ` ) END CAP END CA.p L ) EMD CAP SCATS SlkTs #2 02 SLATS SLATS ASLATS SLATS d t SLATS SLATS 5 is SLATS STATS �s 58380075 ojgZ jl3 SITS oda 9 0/8 0/8 9' 0/8 0/8 3Ing 7 ' S7 LATS SIATs SLATS D D (T)rp. Ea. END) (Typ. Ea. END) A9 F.9 SLATS SLATS A " A 1G (TYp•) ,� tD (TYp•) 5NT5 I FATS it 771 STORM BAR sPfdYN / / / / /. //// •Y / / 7 B Y/6 & Y/7 (s E ar � -1 Y/6 &Y/7 \_J ©V/9 P V/9 M—SLAT SPAN (SEE S'CKW-ES ON P':EEfS 15 h 20) U°..SLAT SPAU TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** ( SOMILS cm SWEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * .CASE is SHUTTER HJGHT EQUAL OR LESS THAN 1t*-0'AP7UCABL.E TO INSTALLATIONS W/0 STORM BAn,W/STORM BARS OR W/STORG BARS do MULLIONS W/HEIGHTS UP TO 91'-0'. (a)CURTAIN SHALL STAR, W/it SLATS AT TOP,FOLLOWED 8Y 12. $3. .....THEREAFTER,ALL THE WAY 001114-EAM SLAT®SHALL CONSIST OF LOIN.FIVE(5)SLATS OF THAT SLAT NUU3SR FROCEDU:.E FOR ACO4NG SLATS DOWNWARD BELOW#1 SLAT SHALL B^ CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BTME EOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. ,�,�.`�p����•••••••�� (b)BOTTOM SLAT DQMUST BE ALWAYS INSTALLED. 1111`�,TT'�- ...... ** CASE 1:SiUM KIGHT LARGER THAN )7'-O"APFUCABLE TO INSTALLATIONS W/O STOR4 FLORIDA 6WLDINO CODE(Non 111,0hiy Oh Vdfo Q°rticane Zone) BARS A;LD W/OR W/0 MULLIONS W/HEIGHTS LARGER THAN IT'-0". s No.441 - °'°" �`° Nautilus "'ft(a)CURTAIN SHALL START W/81 SLATS AT TOP,FOLLOWED BY 12,13,.....THEREAFTER.ALL .A .jr '* Lr: THE WAY OGWN_EACH SLAT i SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT ,-- RalUngShnUerSystent C9/24/17 NUMBER SJ MOCURE FOR ADDING SLATS DOWNWARD BELOW i1 SLAT SHALL BE �O S" r—""�—�r 1L ECO,..*. w,Tc CC`TTINUED UNUL$10 SLAT IS INSTALLED.AFTER 110 SLAT IS INSTALLED.ADDITIONAL 810 ?9', 7i7��`� EXPERT SHUTTER SERVICES INC. 0 /( �a,,T tILUT 7ESi NC t EN 7NECR Na a°uvuiT 17-244 SEATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. "Tar.9 s S.7f°.v tomos,n.= 1628 S.W.SITU=STREET ep I1 �..(sa;a7i-LyA.fe,(7aspn-iv+ FORT ST.LUCE,FL 349!4 (b)BOTTOM SLAT O MUST BE ALWAYS INSTALLED. '1 p ONAL'(�H'( °-®t�71°°L<°'^ OW.rwO w Tac(6000)7.4-91"00.TTX:(777)871-09'00 WALTER A.TRUE Jr.PE a c a e rt P.E.SEAL, ATURE/DATE ILORIOA 4-%c/a4167 . %W s tY 2a s Nes WAM SPACING W-1/10 OR W-2/11 OR G or 0 or�? --j G Or® Or ® W-3/12 OR W-4/13 a,s`�24. &2 y�W-1/10 OR W-2/11 OR UaL STOW LIAR 49A+„1'NG lles.MUWON SPACIx O REM Or G Or w-3/12 oR w_a/1 g eox csFE Gt,SHEET 2z) (SEE�DUIF v/s K c�a J ` r :'v oN SHEETS 24. 25&26) f BOX END CAP i it II 1 li it 1 ;- I 11 I I SUITS 1 11 I I MATS I 1 1 I I SLATS I t 1 I I � H 1 11 I I SLATS N I 11 I I SL 8Z''-P s1aTs da a. 1 Il II yw 1 t 11 ze N N I i t t l SL SL z N 1 1 I I SLATS � �� .. 1 1 1 1 SLATS Ou ® I I I I I �o ® I I I I I g of Q/8 1 —0/8 1 1 SLATS s h p o. Q/8 I Q 8 I I SLATS I L I I I I%y I 1 1 I I I I d7 Y W 1 I I I !7 I I - SLATS 1� g u A I I I R_8 1 1 R 8' SI 95 (Typ.) I R B I I R 8 y3" (TYP•) u�i 1 I t ar I I Or `ol Tel e- L I t Or 1 I Or ' I I I I I dg :, N 1 l i 1 1 d8 N I + IY/ 1 1 R/ SLATS '-m o" t ++ /8 I I -R'/ + SLATS 1 Ir 1I II D Iv R/8 D I 1l 1 11 .�.. or I I I I I (Typ. Ea. END) _ R•/8 1 ++ I I (TYP• Ea. END) R/g i i R/g i i SLLATS i R/g i i R 81 ' i i SLATS I I I 1 1 I I t i 1 or tl or 11 L 1 or )t or ++ I II I I R'/ 1 1 R'/ L I 1 u n R'/g I t gta j l tl t 1 1 Oto t n u I I 7 1 1 1 suss 1 1 t l SLATS / 1 W-1/10 oR w-2/11 ORB (sA/EE sT�s 22) sPAc It, -1 10 oR W-4/11 OR Lj W-3/12 OR W-4/13 is W-3/12 OR y�-4/13 D V/9 (TYP•) � (TYP•) Max. SLAT SPAN Max. SLAT SPAN Max.SLAT SPAN Max. SLAT SPAN Mor. SLAT SPAN i I Max.SLAT SPAN f (5=-E SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SFE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: N.T.S. = CASE 1: S14UTCM HEIGHT EQUAL OR LESS THPtI Lt'-0'.APPLICABLE TO INSTALLATIONS W/O STORM BARS.'A/STORM BARS OR W/STORM BARS&MUWONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START Yf/dt SLATS AT TOP•MI.LO'WID BY R2.d3......THEREAFTER ALL THE WAY DOWN.EACH SLAT d SHALL CONSIST OF FWS(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR "'••- ADDING SLATS DO'NNIO RD BELOW d1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT ISA,TZ LAT COMPLETED.allANM OF FINAL SNUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WITH 1'',•� 4�C.;�r SHUTTER'S HEIGHT. 14'���,•�=`V C4f ✓ (b) BOLTON SLATOB IAIJST BE ALWAYS mSTALLEO. ; aa FLORIDA BUILDING CODE(Non High Velocity Hurricane Zoac) _• 41 V� 02017 T2.T=RTC. UtArx or _= CASE 2:SHUTTER HEIGHT LARGER THAN 11•_0•APPLICABLE TO INSTALLATION W/0 STORM BAR AND YJ/ * * Nautilus w MUWONS W/HEMHTS LARGER THAN I1'-0'. RouingshaHersystom 01/24/11 (a)CURTAIN SHALL START YI/BT SLATS AT TOP.FOLLOWED BY d2,53...-.THEREAFTER ALL THE WAY 'L L E C d m a. as j DOYN.EACH SLAT d SHALL CONSIST OF FNE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR O,e�� :, Q 71LLR TESTING&ENGNEERIXG COYOANY EXPERT SHUTTER SERVICES INC. ► c...eu..m.a..v.1:4.IeY.fta O.L06.n 4vm 1628 S.W.&1TIJDAE STREET 17-24x1 ADDING SLATS DOWNWARD Bc'LO'N dt SLAT SHALL BE CONTINUE UNTIL 110 SLAT S INSTALLED.AFTER C.Pn .� 11\ rwnea05J4T1-II4D.n...lxy1471-191 PORT ST.LUCIE.FL.349" Ib #10 SLAT Is INSTALLED.ADOMCNAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER1,,1111 TgL4� RME(M)749-61L•.6.rm- )e71-cm °RA1ola HEIGHT. (b) BOTTOIA'SLAT(g)MUST BE ALWAYS INSTALLED. P.E. 5 GNATURE/DAIE FLOxOA lic 9~N67 slrttT 5 01`261 5/16-0 TAPCONS XL 1Y/ POURED r-5/16-0 TAPCONS XL w/2 1/4•Min. 1 xt:1/B•OR 2'x2'.1/B' CGVCRE ELIBmMENT& 1.O.D..0.060'GALV. ALUW TUSE— 1/<'or3/<'fru BU(LOEY,Tc,c SCREV+S 2 1/4'I.P..EMBEDMENT u4. W 1.O.O.xO.CW GALVANIZED STEEL & 10.0.x0,060'GALV. % REQb STEEL WASHER 0 24'ac. /16 % WASHER 0 24'o.c. STEEL WASHER 0 2e'o.e. / / / / j / 21/4'Tl EMBEDMF1rT t" / POURED COPOURED CON RETE CONCRETE POURED GROUT FILLED OR GROUT FILLED ;; CONCRETE BIWA I ' C0.'MRETE BLOCK WALL REOUMED. WALL REQURED. " Q I P EDGE C� EDGE OF CFENUtG , M OaEtLM1`JG M EXMING O EXLSMfc G�1A55-� (6EYO�D GLASS-�"� (SEYOI:0) S-m ANCHOR ) (EEYCND) S>"At;(24OR I `� SCFIMULES ONSCHEOULES ON 1. ! • x + 16 17 y CC Z scl+ a Es au F N &s 1EeTs 16 v i I z &S8 b o SH?75 T. 1P / z I o A o L: x UTn.SEPARATION w LF,m.&$EPAfLlRON ,� i Q s�y V.in.SEPARATION A TO CUSS Xs TO GLASS ., o w TO GLASS i 1 EE EJ(IMOR (SEE SCF45L1E5. EXTERIOR q H (SEE SafEMES. ` DaMOR °W (SEE SL11MUM I w GM DrEEin '15) a C%SLEET 15) it0 � ON SW 15) it " E1 °� E3 1; L; it 0/80/8 0/8 / 0/8 0/8 /; 0/8 POURED CONCRETE / POURED CO:.'CRETE OR GROUT F OR GROUT FELLED-kms I I CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK WALL RtJTUIRm OR CF..=FILLED WALL REOULRm, pp CO*ICREZE BLOCK / " WALL REQUMM .I 11 i OPEtUN,, / OPei _ 4 1 EDGE QF / 1 2 1/16' '1 tl j O 2Ille 'T'-`_-- Mltt.E.D /// 1 L & I 1/2•x3 1/2'x0.082'aCONT.ALUM. ////f 2•r4'to.062'rcom. ANGLE tv/5/16'0 TAPCONS XL W/ / • =U.ANGLE TAP-Cons TAons XL W/ -T 2 1/4'Min.EM9mUea 0 24'O.C. POURED CONCRETE 5/16'0 TAPCOiCS XL W/- / T t.si LI;n.)REOb. 2 1/4'Min.Etd9mMENT / 0 24'on 0 24'oe. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUTMOWMNG SECTIONS.4I1_ , " :T!�vT 1 •. ✓•••• FLOPoDA BUILDING CODE(Non Htgh Velocity Hurricane Zone) f S• � 02017 TILTECO Ila • MAIN m: INSTALLATION DETAILS ON EXISTING POURED K&44167 Nautilus Roulkw huUesn Sy3lem 08/24/ CONCRETE OR GROUT FILLED CELL CONCRETE o~1E BLOCK BUILDINGS 4 F Q 77LLR,EST NC r<ENCINEERiNG COMPANY EXPERT SHUTTER SERVICES INC. AQ \ aTss�.nrr4 a.nt mr,f-t—tw'-^� - 1626 S.W.67.ATORE STREET 17-244 O'' • 44 \` >r.n.:(>aslen-•!o.re:t1csIDT.-siT1 SCALE.3/16• = 1' _�Ft •.,0 .'G�1\\ x®000006719 r� PORT sr.UtCT.tt.34se82T- tm.1•eIo No \ \ PNO�E cern)2ay.0a:e,rAu ttm w.o A� •' WALTER JLTeAft.Y.PZ meP oa ac r oRas® u+c r��i AA /GATE F1AI30A I;c.B u167 fj sNEEi 6 W 26 DMING%'DOD E)0$T2Z%000 5/18 o TAPCONS XL W/ 5/1ir0 LIPCOM XL W/ rMME5 OR RAPIER TROS.E;OR F1F,fR 2 1/2-K..PENrMTM 2 1/2'"'m.PDIEMTVJ +/4•a.a/C ITW SUTDEX 1/4•OX3/4-RW BUSDIX 1'x111/a'OR 1•.f":1/6•CR a 1.OA..0.060'CAty, Ce 1.OA..00W'OAttl. T- xREYiS PI/ 1EK SCREV6D.O.0S' fns SE acro ous70xWooD 2.2i1/a 2'd.+/a . p,37Eit STEE+.WASHER O 24'ac. Y MISSES OR RAFTER ' •W' �O 24•o.c �(mN(W T1�E ,•EL CA HM CdL V o— ALU00AW TlfbY 1.rL WASKER 024'ZFD S7FEi.d'AS14R O 2L'oz STEEL KASNER O 24'o.c 1 S/t W/2 11X5/tO1 TA?CZ C WJ 2+/Y lG,, W/2 1/2' oil , p0 N p0 Z4' c. 7 O 2C ac. O Z4'O.C- , V 12 Y.4'OR (2)2W OR . rw COU Nv"READER 9- � (2)2i4.10 REOUSM FEGtF+cD W'DDJ 14EADER *000 WJZER RECUMED EMMIZED CcE or i � EDGE j ,1•, EDGE � I M a _ EWE I'a 1 oP� CPDMIG t M R CptOtRG I o cpE1 Nc (y) D � Izm1c t j D wZ I E1a50N0 . GLASS— LASS . etoYD:, j i (2erJcro) i (e ero) r,i a (REf=) 1 1 CR A." yyyy yS� (21 Y.4• t SEFARADOtI F i lD(iQ50R �+ __ (2)Y.4.OR ` hJ(2)Zi4'OR �A.m_ (2 2;e• . C1AS5 2.LCONT, ( SMAFATVJ Yc0'CO!tf� SEPARA11011 TO 5=C� (S+SMWAE ON T \ .-- PNDD S,UD I m SOOD E 7J K'Ot0 STUD (g sCTO mm 04 \\\ 0 15'ocf!A}1, i A 0LR'S7) x 3 B3 VAYL 6�REt)K'EO NAf4 PEtXlU7FD _ T `cK Di L� E Tom= � V (sr s«EEr 20) I (SEE SHEET 20) t 'o Ctt SHEET 2T o (1Z u1 o 0 I ''i 4 t usf 0/8 ' I 0/8 ({\\ sw 10) a 0/8. O/8 I R�sH (2)2 i<•CR ( \� EE AKCKO.RS 1 SEE AUCFCRS 1 + Z)2 ia• \\ I Sep- I1 I LE 1 FLOE M.M.Ty0(1 \ OBJ SI+EE!21 EDCe.GF1 f i ON S ZET 2+ �I D OPEIII+LL t� REOU^+ .5 +111 t� p epExt:uc t 1 aC.U1S. t t SEE a+f�i0aS E.O. I 1/2•., 1/z'.0.O6-e (SEE St+EEr it. Eo. 2W.O.C52-.CCNT. ` ,I DutE E I .CO`(r,AlflM_MOIE 20) 4 _E ALW.R4:LE \ \' ON%M 21 1 5JI6•tl TA?CONS XL \ 9/1lYO TAPMIS XL I 5 z T "m. 0/8 t 0/8 WJ 2+/2•M, PENE1RA1m:J 1 PFNETRAWCN 94 0/8 OSB iiI O Z<•o.a Rf,91 O 24'o<. 21.1.1 OR 2iSf- I R!JSH 21.4'OR Y �' 1 fL•7SH 2•.P OR 2'.' 2'.0 OR 2 i• I EXISTM WOOD COM:WOOD D(6SU.0 WOOD CO'R.*DOJ COt.T.K'OOD 00571lJC P(OOO 001,1.x000 DECK OR B=M PLATESCK CR 007100!PLATE DaSONO WOCo FARO"PlA7E �' DEttL OR BOTTOM PLATE CoYCtSTE SAB f:£t7ST,TED OKCt;ETE STAB REOUMED DECK OR RMWED COl'tRETE SLAB 'TEONRm RECIRRIA. ("SM Dw 20) �PEOUtREa (SEE s•GET a0) ,ea g -^0�1�SIh9 (�E sREET zo> h'EanPED. (SEE slE 20) B LAT.+,DEEn WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-0UT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON ErXI&TIfiG. WOOD BUILDINGS r�`L 1rwC�Ts�',=✓9 FLORIDA BUILDING CODE(Non Htgh Velocity Hurdeane lax) *_ .44167 = = 0�+7 T=�D Nautilus °RA'"M * � *: RoUfagS6oHerSyalom aB�n IL E C O.M..% t1� •'; �� TILLIT?0.c �c "A�'`K�P'�'',`, IT .,P�O,-,sa.rs.,acsur•-+a. EXPERTSHUTTENRERECES INC. : ON � IMoSe17-244 PORT ST.LUER 34+ SP,*.T.(aw)149-Me.EAD4 - a DRAWM MoAL F8-0t6799 p� WALTER A.T2LR I P.E. mer o+ ° P.E.SEAL M RE/DATE FLUMA ./44167. m,..an nn sxaT 7 oi76 W.ED. POIeLED CONCRETE ED. EDPOURED . CR GROUT FiLAFd—� F I OR !E1 R J POUR � OOR J CONCRETE BLOCK � CONCRETE CR O04 J POURED (SEE SCMED1ncc'1 {S�� D liFS;+ CROUi r111ED t5T~T SCHEEIAFS ON OR CONCRETE OR SHEETS 17&18 St7&18 CCNCRETE ElAGO\ SHEETS 17&18) CROUr RILED K (SE SC OULES ON GROUT FlLLm—ETEE ` \ CONCRETE BLOCK\ sH Ers 17&t6) I BocK zaso H * \ ��� \ �� , \ ��\ s ���� a 4'a.c A OE CR z.s48 ,.4saq r=r r , A q (E2 Cq 3 D __ , ^ H H oe%8)/SUP E0. D/a'.1/<" V O 4'o.a 1/2--1/4- D FLUSH MOUNT (WALL) °R 1/8 SUP UN0+/8-SUP • 1@ SECTION W/ STORM BARS � TRAPPED MOT BUILD—OUT MOUNT LR 1/6' SECTION P—P (PLAN) BUILD—OUT MOUNT s,,,.r.7/16•-+ SECTIONS 0-0 !PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCAM 1/4'-1• G GORG GOR GG ©as G L— fCA H AH a^ O 4'oai iA o 4•o.e. - Vol/a�•'/4' D &4• R 1/e SLIP SECTION 0'-0' (PLAN) T/2=,T/4' D/r.+f4' D/ r 1/z:,/4 i T/z.D/<" 1/z=.7/4 ORIENTATION f1 OR D(3 SUP CR 7/E•SLiP D C.2 I/6•SUP CR 1/8"SLIP D D OR 1/6•sup OR 1/8• WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) �J H ORIENTATION 11 ORIENTATION X12 ORIENTATIONS ft & X12 ORIENTATION J2 A 0 4'o.r- A WAIL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 f �1/4--I' T/r,1/4• t/z=.1/4 p D Oq 1/8•SUP OR 1/e su (2) 2•x4"OR I v 2'x6'STUD CQ (SEE SIa=_ET 20) ;Ea (SEE SCHMM E * G (2) 2:-r4- OR Z1 I it M SHEET 21) ALTERNATIVELY TO HO, A 2'x6-STUD �� 000 1/4"0-200/4" (SEE SHEET 20) i aSEEEDULE !AIN_ 1/2' + w/ NUT MaY BESUSED s SECTION 0'-0' (PLAN) N SHEET 21) PLrVF VIM. 1/2- � � � FOR THIS CONNECTION ORIENTATION #2 PLnrr00D t 1 WALL MOUNT END & INTERIOR MUWON @,R@_ t-750' 2SD' 2.0R i• ,pv��•••••••, D oa�T/ \\ ';,� . FLORIDA BUILDING CODE(Non High Velocity Hurricane lane) OO c•oc D t/z,i/s �� z cR 1/e SUP A ; .44167 c2D17 nLEco cc Nautilus cem Lr- FLUSH-MOUNT (WALL) BUILD—OUT MOUNT tL E Ci 0 lNc. RoLuxigshuHerSysfem 03/24/17 OATr SECTIONS 0'-0' (PLAN) �`'% \ EXPERT SHUTTER SERVICES INC. t;`p••., \\\ s1s..:.�ieunc�w.��a„�iz 'Na.WL a 1626 S.a en.TUORE STREET 17-244 [1 u'L►' ,\ 1w,w.Ocs*r1-1?lp.'.r Orepn-1m, PORT ST.LUOE.n-74904 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS �0 AL EH";,,T'' —1--0—C.L ^ (em)Toa-1_m.r4�(7n)1571-o"o Cµms°H. S'A'C 1/4• t- 'P.E�' c/DATE U�"M nVn sfaL7 9 oFzo GNATUR' 1/2'Min. E.0- 3" 1/2'Min.ED FOR 3/8"0 CALK-61 ANCHORS (4) 3/8"0 CALK-IN ANCHORS OR 3'MI., E.D. 3'Min.E.O.=FOR 1/4'0 SOW-SET ANCHORS (4) 1/4'0 SOLID-SET ANCHORS OR " Min. E.O. f.Gn. ED.^I--Ff}R 3/8-0 KKltC D07.T R E}'PPN'iGtJ RxfiiC+"v / (4) 3/Bb KINK NXT TZ EXPANS!M kNVO.RS OR (4)ANCHORS*PER 1/8"MIn. ED 1/6'MIm ED.--I--FOR 5/76'0 TAPCON XL A.YGi035 / (4) 5/16b TAPCON XL ANCHCRS ,1• 3' 1- STORM BAR CONNECTION. EDGE OF StA6 EDGE OF SLAB S/16'0 TAFCOI6%L tv/ SEE TABLE 2 ON SHEET 23 S"APF OF I I'�APPLICABLE 2 1/4'Wn,EMEEOMENT t' (TyP.TOP&BOTTOM) SRCoc.sT w Fo 2e 1" K E70ER(OR <'Yin. 24x2"xt/B'x0'-5'(6063-T6 ALLOY) POURED CONCRETE tl 2" 0 0 PCORED COI.CRETE ALUMINUM ANGLE EA.SIDE W/ (Pe-3 Kai'5'min. y 5'mi2" 73 0' n. (2) 1/4'0-14x3/4'Ml�UILOEX TEK TFr1CK REQUIRED h 1 5/16-0 TAPCONS XL Th3CK REOUS E SCREWS TO STORM BAR y EM 2 1/4'IGn. / �_5. 4 I I EMBEDMENT L• / (TPP.TOP& BOTTOM) D 1"OD.x0.060'CALV. v I I STEEL WASHER 0 SECTION S-S d I I 24'o.c. 3 2' 0 e Box n I I I =K?X scmw NtuY I I I 1 UG=M 04M naval AgcH3R 11'f4FOR Pi'�D�ZONE-►i BOX q I I •" '-3+ n I o I I DETAILA 2'Mar FOR p kc 1/4"0-20 OR 3/8.0-15 MACHINE SCREWS USED.WITLY W/ lY'ltD ZGNE t SEE STEP 3 ON SHEET 14 FOR SPECIAL �+ 1/4"o x 3/4"SCUD-SET OR 3/8'0 x 1 1/4"CRL'!-RN ANCHORS TRFATN-FLIT FOR N1ND 20�ES 1 THrtU 3 _L w q A m�- 1'Mia. FOR R RESF-xCTNELY SPALL BE LEFT TOGETHER W/ANCHORS AT THE TIME ALN f ow WIND ZONE-- f I STCRfA BARS ARE REMOVED.(SEE:DET.A). 0 1 EXTERIOR ul• h w t-3 Y n !l n �N n SEPARATI!& 16) l� 20 I I) (2)ANCHORS*PER z d GLASp it STORM BAR CONNECTION. c --4(SEE sett ncN l A w= 2"M n. FOR a I I D SEE TABLE 3 ON SHEET 23 _ h SHEETS 15 (_ Y im4 ONE-y 1 [(TyP.TOP&BOTTOM) n I g2zi — (2)3/8'0 CALK-14A'1'CHORS G I ( EX(ER(OR w F—FMtn. u W CHO SEPARATION To I (2) 1/4.0 SCUD-SET AN C 2 4' p I I! � GLASS (2)3/8'0 MlfiK BOLT TZ EXPA:NSND`! (SEE SCHEDULES DNI• yy A ANCHORS OR t' It I I' BEYOND EGUaSS G SHEETS 15& 169)'I (2)5/16'0 TAPCON XL A1:CHOPS t• K EXTERIOR i ! I t, h 2'.2"x1/8-.O`-5"(6063-76 ALLOY) OLASS E70.SrTNC—Tt I I �_, ® y �. ALUMINUM ANGLE EA. SIDE Vi/ n S`I s Si ` (2) 1/4'0-14x3/4"RYlffDEx TEK t I i (tYt.rte/may I I (rTP.TL?%BOT m) 5' - (Typ.SCREWTOBOTTOM) m STORM M � ° o e SECTION Sl-Sl (TIP.TL'p/emcy)ii I + (M•TQP/BOTitfl) 6 n �1I 2 L F-D j lr 4't Mrn. R FOURID CCCtGR_�E�/MIL ED ���CiY' E.D. 9 9 (f c=3 ksi)5-min. / 7/2'x7 1/116.0 TAPCONT.ALUM. V 1 21/4 W/5/16'0 7APNONS 4"O. THICK RECUtRED 5/164'UAm EM XL W/ 'T 2 1(4"Min,EMBEDdIENi®2a'O.C. 2 t/4'Min.EMBEDrjB/f••6•• .. m Za o.e, ftp'• �+H/� EDGE DF=LAB LPOURED COPX ESE LEDGE OF SUB WALL MOU IF AFPUCA6tE V nl TKC<REWD I IF APPUCABLE �� � t! 9: FLORIDA BUILDING CODE(Non Wgh Velocity TLur6cone Zone) 1/2'Rrim E.D 1/2"MZrL ED,-.. FOR 3/8-0 CALK-W ANCHORS � EZ--L—FOR. ' 02017 1[TECO ONC CRAIN In' Mn.ED. 3'Min1/to SOLID-SET ANCHORS I67 Nautilus Lc �--C Mn.E.D. i--a'Mi.. ED�FOR 3/8'0 KWIC BOLT R WA.IM4 AXROBS :-fl; # RoII/ngShnHezSyS[eM ro`i</n �3 1/a'Mtn.E.D_- ----3•-�i 3 1/b"EA-.ED.�}�('OR S/16'0 TAPCCN XL ANCHORS ` IL E C O,we. EXPERT SHUTTER SERVICES INC. om O/F•"• '� ,� TMUT TESTING&ENCINEERWO COMPANY 244 FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR n Fn �'j��`` �\ ,►�`� "`' as c : ` 'az r� FaIrr ST wa x349644 TREET 1 ONgL EN tlt ®-7006779 rem>719-0..inc fili)o71- SECTIONS V FLORIDAuLTWA tsPi' - n sNui s or 2G WAZ 3/16"-1" P.E. EW/S�r TURE/DATE e- Min.E.D. 'Win.E. OR(1)3/4"0 KYAK BOLT TZ EXPAUSIDN a• ANCHORS®END AND UMMOR MULLIONS 1 1/2• @&®(ORIENTATION g1)AKO ENO MULLIONS©& Gt (CRIENTATtNI J2) - - 3- FCR(2) 3/4-0 KYAK BOLT TZ EXPAUSTON 9• G Min. E !fn D. " -E.D. ANCHORS 0 WRIOR MULUGIJ � -T(ORIEWAiMN g2). G EXfF3tlOR EDGE OF SLAB ELLE OF SLAB f AaPtICAH1E'I T9 I 1 ! 1l 1-7 ff Amami ami 3'%37X1/2'xO`-6' 4- 6" (6061-T6 ALLOY) Num.AltGLE EA SIDE tY/ j \ \ 3•x3•<1/2'xo'-a' (a)3/4.0 THOU BOLTS 111 T— (6061-T6 ALLOY)Num. 70 MULLION G�& POURED CONCRETE a I h ANGLE EA.SIDE v!/(2) (1) 3/4.0 KWIK BOLT TZ (f'e - 3 ksl Min.) 1, 3 - -w� 3/4-0 THRU BOLTS TO 1 1/2• EIIPANSM ANCHOR 1 1/2• er urn.Tti�K REQ•D. o t MULI.�ON(G�&(1)3/<'o v1 6'lEn. E+18EOMENT e KVIX BOLT TZ EXPANSION t 1/2' TO POU; COXCRELE y -3• e 0.---I+-EQ. ANCHOR Y!/ G'Min. (Typ.TOP&EOTfOSJ) m I EMBEDMENT TO POURED I 6" CONCRETE(Typ. TOP& BOTTOM) LASS n I SECTION X1-X1 W1(G� # ALTERNATIVE SECTION X1-X1 W/n* Zi �, LGn. ! (END & INTERIOR MULLION) END LATER 0 MULLION) O^N o G OR Gi (W/ ORIENTATION # I) W ORIENTATION I 2 (6'x4") (4"x6 4. u,N ° I � 11/2' 1 1/2' 1 1/,2' 1 1/2' N N n I (6061-T6 ALLOY) r2 s' `"'1�-5• �9 ii I FXOMR Num.ANG.£EA.SVE VJ/ re= u I (2) 3/4'0 Tr[RU BOLTS J. t7 w TO vu t10.V 3 = n i (1)3/4•o lemic BELT TZ G1 G1 EXPANSION ANCHOR w 0/8 r U I Q®Or W/6-MuL E1dBE0MEUr TO _ 8 POURED CONCRETE(Typ. � 4- Z. R/ Or 1 R/8 or I t,j TOP&Gomm) <7(FERIOR 4•I I DaMOR R-/8 a R-/8 B-EX1ERlOR �i Wl u I 11/2' i 1 1/2• $v II 1 I/2' 1 1/2• X1 I t/2 3"x3'af/2•xD'-8'(6061-T6 AL1017 13-4-012-.W-8-(6061-T6 ALLOY) (rp•TOP/110—)a I W.TCPIMMU) Num.ANGLE F&SIDE YP/�2)3/4"0 Num.ANGLE EA.51DE Y!/ 2) 3/4`0 p t:Q. EO. t 1/2' THRU BOLTS TO MULLION L.(1) THRU BOLTS TO MULLION _(2) & (2) j 11 �^ 3/4-0 MmK BOLT TZ EXPANSION 3/4.0 KWIX BOLT TZ EXPANSION ANCHOR Y!/ !Ga EM8E0ldElJr TO ANCHOR Y!/6'Min. EMBEDMENT TO II 3' POURED CONCRETE(Tyo.TOP& POURED CONCRETE(Typ.TOP & I l) r 1' j SECTION X1-X1 W/ * SoTroM) BOTTOM) POURED CONCRETE (r0 = 3 W ldin.) (END & INTERIOR MULLION) LEND MULLION ONLY (INTERIOR MULLION ONLY I 1 I ! 8•Min.THICK REWO. ��OF SLAB (W/ ORIENTATION it ALTERNATIVES SECTION X1-X1 W!EDGE �ffL IF APFUCAE1.t (8"x4") t' ORIENTATION # 2) FOR(2) 3/4.0 KYAK BOLT TZ AySION (4"x8") I.fin. E.D. 'lin. ED- ANCHORS o INTERIOR MULLION r .. (ORIENTATION 1¢2). a�' AtJD BOX NOT SHOWN FOR CLARITY Min. ED. 9"Mtn. EA. `OR(1) 3/4'0 KVAK SOLT TZ EXPANSION ,,a '�a•. .•••••• ANCHORS O END AND INTERDOR MULLIONS -40".- CF FLORIDA BUILDING CODE (Non High Velocity Hurrirnne Zono) ©&®(o %ATION it &-92)AND END MULLION G (ORIENTATION J2) ,* ' NO 4416Jt�' 02017 r`IE`°°" Nautilus °w'°" FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS(G)OR •O �--- `-� Rolling3boflerSys[em /24/n SECTIONS W-1 : 1C INe. OAIE EXPERT SHUTTER SERVICES ,��a l Harr WZnnG&ENGWEERMG COMPAl" INC. Q�` e n-1 Q-M ,—wun:n=- tG26 S.W.eILTNORE SUM 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ' `sip "'�`'�;;�`'� ' ®'a `` ' OWO OW�Sr." �&. X984 ,.r_LU .max:73491, MAW=No SCALE: 1/8'- 1' r''t'utG V. ''/utU7 v e m.sm. aas a.:r SKU to or 20 rj--:-__1,•� 4- r( 4NLCsHHAuh. E.D. u;". E.D. s'Ys-:,/zro'-a- rz• EHEDULE B1 --(SEE SCHEDULE sEE (6061-T6 ALLOY) vrxam©(�uFTcfl)&c (env&DmaR)TS uvrtm uuuros EDGE OF SLAB EDGE CF SIAH -�p�- -- 3' Num.ANGLE EA. SPAV 0010ED 6f SCHEDULE lb'FOR 9ISIA11AW4 CW I,[a&H 114 SEW IF AR APfLxlgtE SIDE WJ(2) 1/2-e ( 3- L. THRU DOLTS (LWW LOAD.UUILION SPADIIG AND SPAN USTAUA1101): TO L!ULB.IaI;3; EWLUT1Ri=L -RINDMIAL AND COUMMAL APPUCAMS'Mt f60.8 S— G i 4"DOERIOR P-aL UA WU A.S.D.DESIGN pRES9.m PArm. n 3' I 127-0'MAXUUY UULLION SPAIX4. 1NFOIAES 1 PCURED CONC,�E 3'x3-c1J4Sc0'-8- 1 IE SC11&#2 FOR RDORIONAL . q S o=3 ED Mn-), (6061-76 ALL G1 ISTHLRdI aE L-RESGEHIUI ALN COYMEROAL APFLMN)Oal W/..609 psl. SEE SCHEDULE qt. Num.ANGLE of SSJE - 1 1/2• e•O(iERIOR a Vr/(2) 1/2'0 TFRU LMUM AS.D.DEMI PRESSURE RATD:G.A'-� 4 ELCLTS TO UUL.UOF.1© 1 1/2' NIMM MIAVON SPAWIG. II rr-6' SEE SC aM S#1&12 FOR ADDITIOI91.SP¢S � casN'�i ALTERNATIVE SECTION X1-X1 W/n* ravLZLra1 D�¢-CCtLYEROW AL PuwroR FDR tlaoo P.9r.vAmwM asn t 1/2' SPLi31GNOPIL �i-0'&�V2AXDLUMUVILFCA ALW. o l L(`"' I GOR G1 (4 z6" (NTERIOR MUWON ONLY W/ ORIENTATION # 2) i t/2' SPECS (2)ult3r,�s I 3-x3'xi/4-xG•-6• T i 6' 1 (SEE SMWAE f2) 2�2 # j (6061-T6 ALLOY) I I ALTERNATIVE SECTION X1-X1 W/ It Alum.ANCLE FA.SIDE VI/(2) 1/2.0 THEW 1 3- BOLTS TO LAULSLON � 4"x8" IMERIOR AND END MUWON W/ ORIENTATION # 1 Ey ° E ® G1 ' i 4- SCHEDULE /1 Q/S Or u Q/S Or 1 I EXtER[OR �� UluTRIESAB ANCHOR TYPE&SIZE(iYP.TOP t BOTTOM) a18£D1MO DISTANCE E R 8 OrANCHORS— I (NSTALL1nON Mw sue MIH.ANCHOR MDf o R/8 or OR R / (4}AscE DRs--�� REo•D. At Oi= R'/8 n R-/8 (SEE SCHEDULE g1) � ' 1 1/T 3/8'0 W-n IfX MS-H SCREW&3/8'0 PONER FASTENER `� 11 1 1 2' WEDCE-BOLT ANCHOR FOR©&0(DOIIBOR)MULLIONS 2 1/2' 5 1/2' ............r7 II / N/vwrAmu f2. )I 6- , # E 4• hFDreEOLT ANCHOR H FOR 0 LEND&INTERIOR)m== r 6' ALTERNATIVE SECTION X1-X1 W/(G-D w/oR1NTATxiN i1. X1 ri X1 (4"x8" INTERIOR PAULLION ONLY W/ ORIENTATION 2) 1/2.0 KLTI LNG KVAI(BOLT TZ alar FOR©&0 wMMOR (TMP.iCP/SOIICu)p (Fn.Tcp/EOTTCY) W�ORIEMATICH 02)&®(LLD NIRLON W/ 2 1/2' 5 1/r P 3'x3k1/4't0'-6- IS 4- 1/2-0 MMN.IRDS-N 2REW&1 PoW6t FASn7IER q (6061-T6 ALLOY)Alum. WEDGE-EOLT XICH OR TOR o0&(DID OR wiE . 3' 6' n 1 ANGLE-SIDE W/(2 ' ------ I- ULlJON)WJ CROITATIONS!1 OR Z. 1/2-0 BOLTS TO '© 8 1 /2'0 KJ;n wO KWD(BOLT TZ Okl FOR(O&©w1ERIOR I I .15 W/OWENTAAOIt j2)&(b(ENO MULLION W/ 3 1/4' 7 1/r cEx:E OF SLAB (,`, 6.6• R II 6• 1/2'0�W'31 Re.'C'NUS-N SCREW OR 1/2'.P05ER FASTENER WEDGE-BOLT ANCHOR SEE"NOTE ON SCHmU Ib gN 3' 6' EDw OF 6LA31 Ir APPUfG18LE 25.VALID FOR END&NTERIOR MULLWNS(0&FJ ncn. E.O. .--..I L IAtn.E.D. �t I J CRIEMAT10ti5/1 OR 12. Y Af.UCAELEj(SEE SCHEDULE#1) (SEE SCHEDULE#1)-i I + WE T)ANCHORS POURED CONCRETE SEE SCHEDULE, 6 ------ 0 1• � SCHEDULE 2 (Cc=3 is Lrm). _ _ UOL a" SEE SCHEDULE gi. 1 1/2'( 4----t�--�3• INST�SON TLOC10ES5 ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM) EUE[MUENITR DLSIAKCE ALTERNATIVE SECTION X1-X1 W/.�G�] * RE.-D. ANCIM .•1 L 4 t II 4- 51WO HILW=HUS-H SCREW&5/8'0 POWER FASTENER 2 1/2' FLOOR TO 7 1/2' CEILING/TRAPPED MOUNTING:MULLIONS CG)OR WEDGE-8.'Y.T ANCHOR. SECTIONSw1 (4"x8" INTERIOR AND END MULLION ONLY,. I O.', j) 1 % FLORIDA BUILDING CODE(Non High Velocity Hum-loom Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION O10t7 MECO wC. D7Am er. 0 f NO.441sT : Nautslus *r -ti .4 : Rol)fngSdarterSpa[et11 ee/2a/17 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS z- - IL ECO 1t1c. DATE SCALE.,/6•_,• a 90:� �,� TIWT,SING&IEN CINCERIN�UPA� EXPERT t6SHUTTER aSERVICES INC. 64 `� era.::u=M-,* re,Baan. 3, 26 RE STREET 17-244 _ PORT ST.LUM FL.3498a (� ••......••'-'x \s a-mak LT1eeCO14lcam rl@.'E:(e W)lag-SaSa.TAY:(TR)911-0)Go WWe1G K. t SIDE RAIL Q AND BOX NOT '�a tS lw /1L 'ALTERI�@ rt19r.PL SHOWN FOR CLARITY P. - �S DATE PLO Rq)A L)c 1 aai91 "'r" ",,e r i SKEET IOACF26 EDGE IF APPLICABLE 2-xMUWGN CEPTHx1/8-Cont. \�\\ ALUM.TUBE(TOP&EOTIOU)W/ 1/4'0x3/4'IT'N BUILOEX TEK SCREWS 7 3/4' 5/96"0 TAPCONS YS tV/2 1/4' W/ 1'0.0.x0.060"GALVANIZED STEEL LUN. E.D. 2 1/6' \ Lin. U(SED:.0,11't? 24"Oz. WASHER 0 24'o.c. Mm. ED N 1• - S 1 1/2' I �` .(3IGE IF APPL4CABLj \ I / T--——— 4' EDGE IF APPUCABLE CONilPN0U5(rd=3 fm PC[3 ksi Td" -r � 7 3/4'Il:n.E.D. 7' 2'\ 2- S — CO1tE U.n.) \ -—— • , 8"LJ:n.Tti:CK RE071). i \ 7 3/4'Wn. E.D. 2 2 2' \ END CAP 2' I ' f I POURED C04CREIE 7 3/4" I (J•c 3 ksi 6t[n.)-y\ �R POURED CONCRETE M�, c p, ;_O.-rEO. I 8" Alin. THICK REQ'D. \ (('c 3 kst Min.) 4'E%iQZIOR oZ N � �\\ \\�\\\\\\\\ 4• I 8' Min. THICK REQ'0. t I o(rQttoR , N ©OR G1 R i I �' GOR G1 2' � �!. G OR© z a ® 9 ® 2- 7 3/4"IAIn. E. 2•� N Q/S OC e I I Q�8 of 7 3/4'Min.E, . 1 14'x4"x3/8' / 1 I I / 4-.4-.31W(6061-T6 ALLOY) (6061-16 ALLOY) R w RW/8 r Q ! I RR/ r — 1 'Vim Sim EDGE IF APPUCABLEZ Atom.ANGLE EA.SIDE. o i EtN IF APPurABLE o °��G L` I D DIALALSO EMOUNT D STRFP E0MAY MOUNTED SECTION X2-X2 W/(G�OR CGS* ALTERNATIVE SECTION X2-X2 W/Q OR G�* rte 1 I I PER SECTION R'-R' ON SHEET 8.) jEND & INTERIOR MULLION) (END & INTERIOR MULLIONI 's� ° ! I (Y/ ORIENTATION r-2 Y! ORIENTATION # 1) (4"y.6" or 4'x8' Wn.ED 'j E-T 9/2"xi 1/2'x0.062"xCONT. ALUM. (6"x4' or 8%4")7 3/4' - ANGLE W/ 1/4"0x3/4' ITVJ BUILDEX / tE f SCREWS ® 24' o.c. TO TUBE. I 1 t/2- SIDE RAIL(D NOT SHOWN FOR CLARITY '- CMCA!!' ';POURED \ I CONCE iE(fc®3 tai IA-)_ 1 t3"M<n.THS RED D. X2 X2. (r7.TOP!&meu) 1 1/2 !._•_•---"` \ ' 1 1/2- Mp'W?/MTMU) 7 L/E4 4 i4 z3/8"x0'-f0'(fi061-T6 ALLOY)Alum.ANGLE .' ,�R PL 7/+'(/ MIN -EO-rEO EA.SIDE W/ (2) 3/4-o THRU BOLTS TO MULLTOtI . Q. lx/ \ &(2)3/4'0 KVAK BOLT TZ EXPANSION,ANCHOR ����;�•JCJuyS•�''•,-� t FLORIDA BUILDING CODE(Non ITTgh Velocity Bunicane Zone) \\\\\ \\\ tY/5'Lin. EMBEDMENT TO POURED CONCRETE �,44167 ? : 02017 IXTE00 We. • �I W. EDGE IF APPUCAEIr WALL(TYP.TOP&BOTTOM). Nautilus WALL MOUNTING:MULLIONS (G�OR * F- � 10 E Q ROff!°9S!».UezSysrem ce/x4/n = Dare POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. SECTION W-2 =O •,b \ �ti��` s+�• r Paer t ise1� srm+ 17-244 `�°"""m°'"°(7107-=a END&INTERIOR WALL MOUNTED MULLION INSTALLATION '= s/0 �c�61�'' "° °'� a I� WAUM A 1WT Jr.Pa� SCALE.1/8' t' P.E 9ft1A 1d E/DATE FLORCA 4c-0 x L V :�" SHEET f1�2a t/4'0.3/4"ITW GUa.DF..1f TEA SCREO.S EDGE IF APPLICABLE EDGE IF APPUCAELE 2"xMULUON CEPTHxi/8"Cont. W/ 1.0.0..0.060'CALVA,3ZED STEEL WASHER O 24"o.c. I ALUM.TUBE(TOP& H01TOM)W/ AF-D. \\ 4• \ \\ \ \ \\� s/t6•o rAPCDris EDGE F APPLICABLE-\ 7 1/2• Min2. 2 1/z" 7 1/2' Lem.E0 M=n. EUSEOVENT 0 24'o.c. -L_ MIN.E.O. T, \ 7 1/2'fli i, 1- I 1 1/4' 2' \ POURED CONCRETE POURED CONCRETE (f'c - 3 ksi Min.) 3 t/7 _ \ I \,/ (f'c = 3 ksi Min,) 6" Min. THICKNESS EX1ER10R 1 I \ 4"FJMOR REQ'D. I 6" Min. THICKNESS ' i REO'D. t/4 1 I I 2` CCfdI1NUOUS PM.ED IED. -EO. I 4. G OR U 7 1/2- M%tRa1E(Cc-3 ksi!!u�)\I I END CAP 7 1/2'M.+e. E. . 2- 2-\ WaL ED.6'ML 1540Q5ESS ,\1 7 1/2'Min. E.). 4" I t4"x4".1/4' 1 4-xext/4'(6061-T6 ALWY) o Rr1JD N I ' GOR G) EDGE IF APPL�sLE� Alum.6061-T6 ANG LEA SDE. c Ir APPLICAGLEJ m.ANGLE M S=- H ; ! EXTMOR ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X242 W1 OGk (INTERIOR MULLION) (END & INTERIOR MULLIONS) a Q/®r (71/ ORIENTATION 1a! 2) N111 ORIENTATION ° 11 R/8 or a I I R/8 or or� (�"x6" or 4"x8`) (8°x4°} Rr/g R'/a OSEE M,A70MUM©(INTERIOR) & GT (END & INTERIOR) WALL s as MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 3W ?1' I (WALL MOUNTED SH01'4N, MAY INSTALLATION CASES I' & II. ON SHEET 25 EX[SrNs a fL i ( /--@ BE ALSO INSTALLED TRAPPED LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION G.ASs I MOUNTED PER SECTION R'-R' ( ) I I I ON SHEET 8.) IN"WMTION CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH x-60.8 p.s.f. Min EM 1 Lt 1/2•xt 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' - ' ANGLE W/ 1/4"mx3/4" ITV! BUILDEX RATING, 12'-0" MAXIMUM MULLION M:N.E.D. \ TEK SCREWS ® 24' o.c. TO TUBE SPACING. VALID FOR CONNECTION TO' 1 {s 1/4' CONCRETE Y!/ HILT] INC HUS-H OR POWER FASTENERS WEOGE-BOLT ANCHORS. 3 1/2- ® X2 \ I X2 INSTALIMON C4SE Ir - COMMERCIAL APPLICATION FOR ±100.0 (PrP.ToP/m mu) p.s.f. MAXIMUM A S.D. DESIGN PRESSURE RATING, 8'-0" ,1 1/4' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO 7 I/2' Z1�PCURET] 1i IL4'z4'xt/4'x0'-t1-(6061 T6 ALLOY)Alum.ANGLE CONCRETE V!/ HILT( INC.KWIK BOLT TZ ANCHORS. M1rL E -D. CCNCFz-TE(fc=3-W -E04EO-i EA-SIDE er/(2) 1/2-0 THRU BOLTS TO MULLION Ltiz) 6"wri.THOO ESS�� &(2) 1/2-0 KWOQ BOLT TZ EXPANSION ANCHOR •" ..... .,510E RAIL Q NOT SHOWN FOR CLARITY W/3 1/4" Min. EMBEDMENT TO POURED CONCRETE ,�4 i WALL (TY?.TOP&BOTRIM). �. '� . FLORIDA BUILDING CODE Non h Velocity 6urrlcone Zorm EDGE a APPLICABLE WALL MOUNTING:MULLIONS(G�OR(G� 0'�' P CENS••'k 9 ' ( > v ) °2°"1°"`°°" Nautilus `x'O: POURED CONCRETE WALL � i• �.44167 LC SECTION W-2 RamagSYTtwerSysfem ' IL E C O�p�. DATE 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION* '` EXPERT SHUTTER SERVICES INC. D Fflh tit .,,�.' 1��, =Ti�w�.�v:rM P.Aunts 1628 S.W.ELTUOFE STFUM 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS:FSS'....,,"��6illl`, x REB�9PKAO� (eWPOR)ST 70-IMO Ft 34994 QAwa Ko PORI ST-UX .ru:Pm>m1_PnaR SCALE.1/8'- i' -"Fits 6 TURF DATE rrLof . U�%u16i «°.w. .n �a sxEtrluov ac ss�j/H / Ufn. ED.----9" Ulm EA. F' (1) 3/4.0 MIX BOLTEXPANSION ARCHOAS 0 END MULLION� 3'x3-x1/2-■9'-4- (ORaITATIONS Ol &[.2). (W61-76 ALLOY)Alum, FOR(2) 3/4'0 M',1K EOLT TZ EXPANSION ANGLE EA MOE 4//(2) Min. ED. "in. ED. ® 3/4-0 THRU BOLTS TO i/ ^''� (CR06RS®1NTE410R MULLION MUW0.7 Q&(1) 3/4-0 1 1 2- 1 �(OR>EE6TATi0,'d �2). KY.TK EOL TZ FXPANSIOUEDGE OF {y li A:ICH�JR V7/6'!fin_ +� T'a r e,7 EDGE OF SUB EMBEDMENT TO POURED IF APPLICABLE ,yIYi r 1�y/i�1 1� SEI•AFPL LEE COUCR TE(TYO.TOP& /�/ EOrOa) G2 7" D(iERIOR POURED CONCRET 0 L J Ls.J (f'c - 3 ks;!Ain.) e' Min.THICK REVD. p n e I p n I 2' 2' ExIrn �NGI �<^--{ WI GLASS a- I SECTION X3-X3 W/ �? oN G2 ,(END MULLION ONLY 2� I EXTERIOR ''1/2- <- 11 1/2- 7/L ORIENTATION # i) 51 x n z N p 3. 3- iz O ® > I ® 1 O N Q,/B a I 0'/81 / GZ EXiER10R G2 I i EXTERIOR o 0 3= a s p n I I /2. W X3 p I 3 /1.3-xl/Z-.O'-7- -3 1/2' 3 1/Z" fX3 n X3 ' L/Or.T(P/EOITt*A) ( (TYP,it7/50 7GQ (6061-T6 ALLOY) 3".3'x1/2'x0'-7 (EO61-T6 ALLOY) p •-EO. ' EO. Aktm.A14GLE FA.SIDE W/(2) 3/4 C Alum.ANGLE EA SIDE W/,(2) 3/4'0 T-RU EOLIS TO MULLION & THRU BOLTS TO MUW ,CN & p POURED CONCRETE Wk(1) 3/4-6 k BOLT TZ EXPANS103 (2) 3/4.0 KWIK BOLT TZ AN51CN p ' r-(f'C - 3 w Min.) AXCHOR Y7/6'Mm.EMBEDMENT TO ANCHOR W/6'Min. EMBEDMENT i0 8'Win.THICK REO'D. POURED CONCRETE(TYP.70a & POURED CONCRETE(Typ. TOP& BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE CF SABL' ;;, ; SAH ALTERNATIVE SECTIONS X3-X3 W/ G? IF APPUCABLE �IF APPWBLE {W/ ORIENTATION 3 2) FOR(2) 3/4'0 KWIK BOLT TZ E AASION •�""""•. {7t'Y.T� flin. ED. ANCHORS®I:STFRfOR'IUWON (ORIENTATAN #2). •'' ,Fr" )fit • SIDE RAIL DO AND 80% NOT SHOWN FOR ,•Q�.•"' .Q Min. ED.- 9 "'in- ED. FOR(1) 3/4.0 K'MK BOLT EXPANSION x�'��J• JC S�`'''; CLARITY. ANCHORS 0 END MULLION FLORIDA BUILDING CODE(Non High Vefocity Hurricane Zana) (ORIBS1ATK7PlS 91 a•gz). t4o.44107 0 201 vLTLcouta Nautilus Lr M FLOOR TO CEILING I TRAPPED MOUNTING:MULLION CG7 n*° '� SECTION W-3 ^a RoRingShaflerSys[em Ca/24/17 � _IIL E C O PKC. DATE_Ofi l � e�g NavC0 A1EXPER7SHUTiERIINC. ,% Qm:. U f6SMESTRE7 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` =- s�ON•rAri. 1+ `"°® °°9``°" ��<=�= FAu(M>9�, WALTER A TUT11.P,E SCALE. 1/8"- 1' P.E.SFaM/SI NATURE/DATE ROMA Lk_1 44167 n� SHM 12 mea O SEE d9AXIMUM G.9 (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN IAIM E.D. Min.E.D. COVERED BY SCHEDULE 1 W FOR INSTALLATION CASES I, Ia & II EDGE OF SLAB r(SM SCHEDUc£jt)'I SEEHEDULE @l)—I�CF SUB ON SHEET 25. IF APPttCAEtE I—IF+ D�E (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): / f IN"WJMON CASE I — RESIDENTIAL APJD COMMERCIAL APPLICATIONS YJ(TH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN N 3 �� � 3'r3'ci/Cr0_7' 1' 7' PRESSURE RATING, 12'-0" MAXIMUM N (6061—T6 ALLOY) " 1 MULLION SPACING. (T'c 3 xsJ yn). Alum.ANGLE EA.SIDE SEE SCHEDULE 1 FOR ADDITIONAL SPECS. n SEE SCHEDULE�'t. 7r/(2) 1/2"a THRU 3. p BOLTS TO IAULUON t ° ItKslAI1AT10N CASE Ia — RESIDENTIAL AND COMMERCIAL APPLICATION If 160.8 p.s.f. MAXIMUM A.S.D. DESIGN 2' ARMOR PRESSURE RATING, 8'-0" MAXIMUM MULLION `+I GLASS n t' G3fK t 1/2• SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. o G3 a t/2' IN"TALLOON CASE II — COMl.IERCIAL APPLICATION FOR ±100.0 p.s.f. 5H a EXtERIOR (4)ANCHDRS-- —� MAXIMUM A.S.D. DESIGN PRESSURE RATING, (SEE SCHEDULE Irl) 8'-0' MAXIMUM MULLION SPACING. SEE ' 11 SCHEDULE #1 FOR ADDITIONAL SPECS. zx ° F— ® N ZD Q.�S ti ' Q.�B ALTERNATIVE SECTION X3-X3 VVI GC�* 1 71WYt ORIENTATION # 21 SCHEDULE X11 m Y (270" INTERIOR MULLION ONLY) INSTALLATION MIN.SLAB ANCHOR TYPE &SIZE ANCHOR E NIA. EDGE . y s q � THICKNESS (TYP TOP& BOTTOM) EMBEDMENT DISTANCE FOR e REO'D. ANCHOR a « SIDE ® Nn ® RAIL AND BOX NOT SHOWN / LTI [tic HUS—H FOR CLARITY. I 4" s 3/8'6 POWER FASTENER 2 7/2' S 1/2' N WEDGE— BOLT ANCHOR o (W.TWIEDIIC�4 (17P.TOP/EOT[CV) 4' HOLT TZ INC fNfiK 2 1/2' S 1/2' s >i POURED COUCRME II 6. 1/2'0 HILTI INC KWIK 3 1/4' 7 1/2' BOLT TZ SEE SCHEDULE 91. EDGE OF StA9 iEDGE OF SLAB iF A7PLICABlEL IIF APPWBLE I in.E0. �1 (S�SCHELttn.DUE.D.LE i1) `(SEE SMCHEDULE FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 �,,,•;�r ,- `,1 r '••,�+,Q'� FLORIDA BUILDING CODE(Non Htgh Velccay tTurrcone Zone) s• Na.44167 °_°"I "° Nautilus °�'M. RoIIlnarSAuKerSys&zn CSM/17 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 4'. ���• eATC � nLur Tzsrwo s ERowecRum co�rwr EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MUWON SPACING INSTALLATIONS -'sr0'•.. ,! '���� �'�. �. vu'u Ie=s S.W.®Nn+oRe suer 17_244 Z a-maE LOOM7adtCn PORT Sr.LUCTE,R x9ea oaalnrc Ne SCALE: 18• 1• ►� 11 EB.1XIJr 9 (�71 lav-50:6.r�u(772)en-cP^° / WALTER A ,-f,:PE. �•°'� FlARM L4./u187 / SHEFS 11Anr 28 P•G/•Y //// � EDGE IF APPLICABLE 2'xMUWC,*l DEPTHx1/8'Cont. A!.UM.TUBE(TOP &BOTTOM) Yl/ 1/4%!0/4"fill EULI X TOC SCREWS 5/16"o TAPCONS XL W/2 1/4W/ r O.O.xOAo'0'OALmam Situ 2 1/6" Wn.WBEDUENT O 24 o.e. WASHER O 24"oz. 7 3/4' Mtn.EO \ &M.E.D. i EDGE 4F APPUCABL•1 T _ 1 1/2" 2' (44 1ti 7 3/4"t9n.E.D. � I ( � GZ 2• C0�1TIN110lf5 POURED�� \ 2. 7- CONCRETE Vc=3 W WL) t0" 8"Mia THICK REQ'D. I POURED CONCRETE (1'e - 3 ksi Min.) 8" tfm THICK REO'D. \ 4" EXTERIOR 1 i END CCP w 7 3/4" N07CH WEB—� I \ 2• EO.—E4. 1ln.E.D. . TOP SMOIA) 4• I 4" I - 7 3/4'Ulm ED. Ss4 p 1" 4'x4"xS/6"(6061-T6 ALLOY) -Num ANGIE EA SIDE. 1-N tl fIl n m tl Eb5011c (W 'h'N ALL MOUNTED SHO , MAY BE ' y ° I D ALSO INSTALLED TRAPPED MOUNTEDT CLASS ~� I PER SECTION O'-Q' ON SHEET ii.) EDGE IF A,�PUCABLEJ d G2 " I ExiEaloR SECTION X4-X4 VV/ G? (END & INTERIOR MULLION) o$ ® a I M/ ORIENTATION G 2) \\3 1/t6 mARn. ED q 1 1 1/2"x1 1/27xD.062'xCO%T. ALUM. s SIDE RAIL Dt�NOT SHOWN FOR CLARITY 7 3/4' r r ANGLE W/ 1/4"00/4" MI BUILDE% MSI.E.D. \ TE'K SCREWS ® 24' o.c. TO TUBE. L. \ I 7' CoriMIUCUS PCURED�-\ 70" fCONCRETE(Cc-3 i0i Irn.) 8'min.THICK REQ'D. \ I X4 L X4 (Trp.fv/'MCu) ! t/2' \ \ 1 1/z" (tta•R1P/601700) MIN. E.O. N 4'x4-x.3/8-x0'-10"(6081-T6 ALLOY)Alum_MILL r�c�Q1 . ..... ✓... EO fA E:. SIDE W/ (2) 3/4"0 THRU BOLTS TO MUL101V �'�Q`�••�(`1E(�S`••••: FLORIDA BUILDING CODE(Non Wgh Velocity Ifumicane Zone) ` \ \� \\\\ \\� q• &(2) 3/4"0 WK BOLT TZ EXPANSION ANCHOR W/5"M;n. EMBEDMENT TO POURED CONCRETE 02017 TILTECO a1c. DRA'O!at- EDGE IF APPLICABLE-/ 1YALL(TYP.TOP&BOTTOM). V Nautilus m WALL MOUNTING:MULLION +7 RuU&z SBuller DAM POURED CONCRETE WALL •o`:1' T n� '`' E C EO�N ayPµr EXPERT SHUTTER SERVICES � [r INC. • 6�,�� e" ,: 7 _, o. «-,tTTle _ 11[4 182e SWBU)ACRE STREET 17-244SECTION W- rrRr sr..w=- st 34984 END&INTERIOR WALL MOUNTED MULLION INSTALLATION -acs ��1''� °006719 '" `'`"'""""�1" "" WALTER A.TuuT Jr.P.E. e • 1/B•- 1' P.E.SEFi/ DATE alOwOa uc./44167 SKEET 13 Or 26 a EDGE IF APPLICABLE 2'WULION DEPMx1/8'CcnL EDGE IF APDL BLE� M.TU13E(TOP &BOTTOM)Yr/ I/4 Cd/4'RY1 BUMAX TEK SCREWS \ 5/1670 TAPC011S%L 4. 2 1/4' w/ I'0.D.-MO60'GAWMZED STEEL t 2 Et'm.EVBEDLIENT®24'O.C. WASHER®24'ac. 4 3/6"LGn. ED, \ MEN. E.D. 1_ CONViINUCUS POURED ( CCNCREEtE(Cc-3(o-9 Na) 2' 3 t/2' \ 1 \ REM. MCKNFSS — I E aMOR 7 1/4' Min, ED. END CAP 4 3/8'1Cm. E.D. CONnN=S POURED ¢ a CONCRETE(Cc-3 Pd Ir.) 0 8'Gm.THCKKESS t' `ate N REVD. EDGE IF APPLICABLE� � k Z= d SECTION X4-X4 W/03 a 1 (rrALt MOUNTED SHOWN. MAY (INTERIOR(W/ ORi_NTORIENTATIONMULLION)2) 'a DaSTarG u E D EE ALSO INSTALLED TRAPPED Gh5^a 4 I MOUNTED PER SECTION 0'-0' (2"01 5 a I OU SFTEET 8) $ EXTERIOR N I Q SEE MAXIMUM a(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & g n I H' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Qe/8 u I QF/8 SPAN INSTALLATION): g 1 \\2 7/2-77777 1 1 INSTALLATION CASE Y — RESIDENTIAL AND COMMERCIAL M1Gn. ED t, Ll 1/2"xl 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH 160.8 p.B.f. 4 3/8 ' L ANGLE YT/ 1/4'6x3/4' ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE E0. \ t TEK SCREE WS ac. TO TUBE. RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO ® CONCRETE W/ HILT] INC HUS—H OR X4 POWER FASTENERS WEDGE—BOLT Ora.tc X/e0M, )3 1/2' i OR TaPrmttaq ANCHORS. I INSTALLATION CASE W — COMMERCIAL APPLICATION FOR t100.0 t' p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' —� �-(2) 3/8'6 KWIK BOLT TZ EXPANSWN ANCHOR VAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/2'teem.EUSEDA(EUT TO POURED CONCRETE CONCRETE W/ HILTI INC KYAK BOLT TZ ANCHORS. WALL-(NP.TCP&BOTTOM). EDGE IF APPLICABLE—/ �COrmTBlOUS POURED N.Wt S{DE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(1'c=3 lei Ilea) 8'Iain.allCKNESS FWD. ��+�;f1�C �� FLORIDA BUILDING CODE(Non Wgh Velocity Hurricane Zone) WALL MOUNTING:MULLION ,3 4416T = 02017 mTEca rrc cap++e POURED CONCRETE WALL _ *: Nautilus LG SECTION VM ��- � �� Rollrng5hutcazsysce2a Ca/24/17 7m E C•O IMe. arz * _,`9 ' .` TiLLR 7ESTWG R @+GWECRN6 aOYPANT EXPERT SHUTTER SERVICES INC. Q INTERIOR WALL MOUNTED MULLION INSTALLATION _ �ff�R�td? ' `'�� ate,".. �,ar u, n<,,.r ti v,r, 1626 S.W.BIL>MoRE STREET APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS :''�/pNA1.� ��III` ® °Ia"°"+ so `Po"°_�°�r��)s7'_"'°° 17-244 ' WALnR A TILT Jr.P.E. uc SCALE 1/8'- I' P.E SEACJSt'3A1C( E/DATE F14TCA Uc.!utas An�.-o, 2 vrcr Exor2c TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES ( } STEP t;OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L'(ft)TO PROTECT IT(SEE GENERAL NOTE tit.SHEET 1). - 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE.BASED OMAN 12' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP On),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(ps.E):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN*V ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PRO14DEDAT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12,6'OR T),AND DETERMINE MAXIMUM MULLION SPA(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN 0.0& ),MULLION TYPE& MULLION ORIENTATION. • ENTER AS.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 1a7,10A,11,11A,i2,12A,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 OR M.OUN7{NGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BECONSIDERED: CONCRETE FORA GIVEN MULLION TYPE(,G @ & ). LL%x THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SUP MAY BE PROCEDURE ft IF BOTH STORM BARS&MULLIONS ARE USED USED.FORA GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONSARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ie:PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W(O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE ION SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 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 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 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 to THRU 2c ON SHEETS 24.25&261N/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 Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. MULLION TYPE OWAWON ORIOBLE RPOL I IOfVN IN BETWEEN SPACINGS FOR A GIVEN 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE S.SEE SHEETS ID.1M,11,1IA.12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HE[GSiT). FOR AGIVEN MULLION TYPE(J, ,�8 ). 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 B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. A \\`,�'.•• J�►�S•''ti;/9 FLORIDA BUILDING CODE(Non Bigh Velocity Norrteone zone) X0.44167 = = °217,oTECNautilus °` * * ��• RollingShvtlerSpstem v!/zs/T7 TIL lE C O�wc. am �p ° \�� TIU[T TESTWG d ENGINEERING wYPANr EXPERT SHUTTER SERVICES INC. Z R` `r(�dtT1N`;•' \ 1626 S.W.EM CRE STREET 17-244 \ w.n:>asMrt-Ism.ra,(m+lan-+vt a \ n PORT Sr.WOE,M- 34924 A� NAL IE -1111\ E9-0006719 m �`�'( 7a9a `r77 erg OiuMfO M. r'yyJ WADER A.TMIr.Ir.P.E. ®'a P.E.ftWS fA E/DATE M=A U.t 44167 s SLAT PERFORMANCE CHARTS I2 Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FORA GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.1),PRODUCT FAOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W10 STORM EARS CHART I8 CHART Ib CHART Ib' - CHART IC USE MAXmuM VALUE BErWUN POWK AHD NEGATNE Aso.I= . 3/8"0 K11VIK BOLT 3 ANCHOR 5/16'0 TAPCON XL ANCHOR 5118"m TAPCON XL ANCHOR USE MA1auUM POSITIVE A.S.DLow VALUE POURED CONCRETE TO POURED CONCRETE To GRour Fa1m CELL cow. Em stoat MAX. MAX. SLAT SPAN MAX.SLAT SPAN MAX. SLAT SPAN REQUIRED MiN.SEPARATION TO GLASS A.S.D. 'Lww (FT) 'Lout.' (FT) 'LLAX' (FT) MEASURED TO BACK OF SLAT('in) DESICU RESSU WAiL TP/PPED mrul�o� MUD-Cm WALL TRAPPED DLWJ)-our BOltn-= WALL TRAPPED Bunn-aur es w/o STORM BARS W STORM BARS Y011Ni MOUNT YQ(R(#f YCUNT W/ MOUNT MOUNT YEa"1 YdiM W/E�. MOUNT MOUNT YpUNT W 11oaNr W/© NO WIND ZONE A1N0 ZONES WIND ZONE NG SEC NG16Ti# SY x0175# r.9# YP Norm# SE NO713# sm NOTES# ��# 5FE w,# sEE NrnFs# sEE x0175# �a SEE NNFS# 1-3 4 1-3 4 30.0 20'-0" 15-4' 20'-0' 20'-O' 2O'-O" 15'-4' 2W-O' 18'-O' 20'-0' 15'-4' 18'-0' 15'-6' 1' 14 1 2" 6' 7' 35.0 ZO'-0' 15'-3" 20'-0' 16'-0" 20'-0' 15'-O' IB'-O' I6"-3' 20'-0' 15'-0' 16'-3' 14'-0' 1' 14 1/2• 6' 7' 40.0 20'-0' 95'-2' 19'-7" 16'-6" 20'-0' T4'-5" 17'-4' 14'-t0" 18'-11' 14'-5' 1<'-10' 12'-9' t' 14 1 Y 6' 7' 4S0 20'-O" 15-0' i6'-0' 15'-3' 20'-0' 14'-2' 16'-0' 93'-9" 17'-4' 14'-2' 13'-9' 12'-0' 1" 14 t/2' 6' 7' 50.0 20'-O' 14'-IO" 16'-9' 14'-2' 19•-1' t3'-1' 14'-SO' 12'-lo' 16'-2' 13'-t' 12'-9' 11'-0' 1' 14 1 Z' 6' 7' 55.0 20'-0' 14'-8' 15'-6' 13'-4' 17'-9' 12'-4' i3'-11' 12'-1" 15'-0' 12'-4' 12'-0" 10'-6" 1' 14 1 2" 6' 7' 60.0 l9'-5' 13'-9' 14'-9" 12'-7' 16'-9' ll'-S' 13'-2' II'-5' 14'-Z' it'-8' 1T'-4' 10'-0' 1' l4 t/2•1 6- 7' 65.0 18'-4' t2'-11" IS-it' 11'-ti' 15'-9' 11'-O' 12'-5' 10'-11' 13'-4' 1l'-0' 10'-10" W-6' T' 14' 6' 7' 70.0 17'-4" 12'-t" l3'-3' 19'-4-' LS'-0" 10'-6' 11'-10' 10'-4" 12'-9' 10'-6" 10'-4' 9'-0' 1t3 t/2' 6' 7' 75.0 16'-6' 11'-7" 12'-7' 10'-t0' 14'-3' f0'-O' 11'-4' 91-11" 12'-0' 10'-0" 9'-10' 8'-10' 1' 13 1/2' 6' 7' 80.0 15'-9' 1I'-0' 12'-0' 10'-S' t3'-7' 9'-5' 10'-10" 9'-7' 11'-7' 9.-5" 9'-3' 6'-5" 1' t3" 6' 7' 85.0 15'-0' 10"-6' 11'-7' 1o'-0' 13'-0' 9'-3' 10'-5' 9'-37 11'-2' 9'-3" 9'-0" 6'-3' t' 13' 6' 7' 90.0 14'-2' 10'-1' 11'-2" 9'-8' 12'-6- 8'-10' 10'-i' 8'-11' IO'-9' 8'-10' 6'-10' 8'-0" 1' 12 1 2' 7' 95.0 43'-5' 9'-6' 10'-9' 9'-4' 12'-0' 8'-5' 9'-9' 6'-7' 90'-4' 8'-5 8'-6' 7--g' 1' 12 1/2' 6' Y 100.0 12'-9' 9'-<' 10'-5' 9'-l' 17'-6' 8'-4' 9'-5" 8'-4" 10'-0' 8'-4' 8'-3' 7'-6' 1' 12" 6' 7" 105.0 12'-2' 9'-0' To'-I' 8'-9" 11'-3' e'-0' 9'-2' 8'-2' 9'-8' 8'-0" 8'-0' 7'-4' 1" 11 1/2' 6' 7' 110.0 17'-7' W-8' 9'-9' 8'-6' 10'-19" 7'-10' 8'-10' 7'-Il' 9'-3' T-10' 7'-9' 7'-2' 1' 11 1/2' 6' 7' I II&C t t'-1' 8'-S' 9'-6' W-4' 10'-7' V-8' 8'-8' 7'-8" 9'-0' 7'-8' 7'-8' 7'-0' t' it t/2' 6- 7' 120.0 10'-8' 8'-1' 9'-3' 8'-2' 70'-3' V-5' 8'-5' 7'-6' 8'-17' 7'-5' 7'-5' 6'-10' 1' 11' 8' 7- 125.0 10'-2' 7'-9' 9'-0' 7'-11' 10'-0" 7•-Z' 8'-2' 7'--4" W-8' T-2' 7'-3' 6'-8" 1' 11' 6' 7' 130.0 9'-10" 7'-6' W-9' 7'-9' 9"-9' 7'-O' W-0' 7"-2' 8--5' 7'-0" 7'-2' 6'-6" 1' 10 I/Z' S. 7' t3&O 9'-5' 7'-2' 8'-6' 7'-7" 9"-6' V-10" 7'-10' 7--t" 8'-2' 6'-10' 7'-O' W-5' 1' t0 1/2' 6' 7' 140.0 9'-T" W-11' 8'-4' 7'-5' 9'-1" - 7'-8' 6'-11" 8'-O' W-10" 6'-4" 1' t0 1/2' 6' 7' 145.0 6'-10' 8'-2' 7'-3' W-10' - 7'-6' - 7'-10' - - - /' 10' 6' 7' 150.0 8'-6' 8'-0' 7'-Z' 8'-6' - 7'-4' - 7'-9' - - - 1' 10' 6' 7' 1554 8'-3' r-10" 7'-0' 8'-3' - 7'-2 - 7'-7' - - - t' 10' 6' 7' 160.0 8'-0' 7'-8' 6'-10' 8'-0' 7'-t' 7'-5' 1' 10' 6' 7' 4c flQjF�: 1. ABOVE INDICATED MAX. SLAT'SPANS MAY BE USED AS LONG AS ,-•111.4. •• •.. ANCHOR SPACING SCHEDULES ON SHEETS 17 & 1S INDICATE THAT aaaaA. AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT 11 SPAN AND A.S.D. DESIGN PRESSURE RATING, \\7 G'E ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 02017 IXTECG Is. • cum OC 3/8'0 KWIK BOLT 3 ANCHOR OR 5/i6 a TAPCON XL ANCHOR. INTO NO.4416 NBIIfIIus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR Rollings8ntfersystem OBA4/17 --WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR �'� IL EC O mc, a•TE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. �_� • 711112 TESTING a ENGWEERWG COMPANY EXPERT SHUTTER SERVICES INC. cne".a wr.a,.sM.Tea.weu w uxrtNx n.vma 1626 S.W.8111JOQE STREET 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE O••• pp `��\\\ °101'��'-'�•`�'�3a"-"" 7'244 CS11 \ FORT Sr.5T.I.UN]E FL J4984 DETERIAINiD BY LINEAR INTERPOLATION BETWEEN END VALUES. ''-`�S/ ••6� \7\ ®—OW67119 iia s(wo>T.�sic.nr t�A en w 0 auMow No WALTER A.TSII!lr.P.E, sadna '� un P.E. �1 ATE RnRC.Lk-B 44167 m,arn. Mui SHON 15 OF 25 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/13"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT D. SLAT SPAN RANGE P nj O'-4't >4'-5't >5'-6't > 6'-7't > 7'-g't > 9'-S2't > 12'-18't > 161-201t (P s 30.0 9" 9" 9" 9" 9" 9' 9" 9' >31-40 9" 9" 9" 9' 9" 9" 9" 8' >41-60 9" 9" 9' 9" 9" 9' 7' S 5/8' >6140 1 9 9" 9" 9" 9" 5 5/8" 5 5/8" - SLAT tl34SEs. >et-tos 9' 9' 9' 9' 1 9' 6t/2" 5 5/$' - �SPAN� MAX. SLAT SPAN FOR A >T06-12a 9" 9' 9" 9" e" 6' - - PRDESIGN PRESSURE RATING SHALL >121-140 9. 2 9' a. 7- 6' - - NEVER EICEE MAX. SLAT SLAT >t4t-160 9- g" 9' 7' 1 7" 1 - I - - I SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. w ASID SLAT SPAN RANGE DESM Pl TRE O'-4't >4'-5't >5'-6't > 6'-7't > 7'-g't > 9'-12't > 12'-16't > 16'-20't CE(pa. s 30.0 9' 9' 9' 9' 9' 9' 9' - >31-40 g' 9' 9' 9' 9" S. 9' >41-60 9" r 9' 9' 9' 9" 7 1/2- >61-60 9' g" 9" 9" 9" 8' - >at-106 g" S. 9" 9" e" - - >106-120 9" 9" 9" 8 1/2' 8' >121-140 9' 9' 9' 7" >t4t-tea g' 9' 6" 6" BUILD-OUT MOUNT UA) SAT SPAN RANGE DESIGN PRESSME O'-4't > 4'-5't >5'-6't > e'-7't >7'-g't > 9'-12't > 12'-16't > 16'-20't PAUW E(P.4. D E ® E © V D EO d O ® E E D s 30.0 9' 9' 9' 9' 9' 9" 9" 9` 9" 9" 9' 9" 9' 9" 9" 9' 9" 9` 9' 9" 7 3/4 7" 7" 5 5/8 >31-40 9' S. 9" 9" 9" 9' 9" 9' 9" 9' 9" 9' 9' 9" 9' 9" 9' 9" 7" 7' 6" 5 5/8' 5 5/8' 5 5/8 >41-60 9" 9' 9' 9" 9" 9` 9" 9" 9" 9' 9' 9' 9" 9' 9' 7 1/2' 7 1/2' 6" 5 5/8' 5 5/8' 5 5/8 5 5/8" 5 5/8" - >81-Ea 9' 9' 9" 9" 9" 9` 9" 9' .9` 9' 9" 9" 9' 9" 7' 5 5/8 5 5/8' S 5/B 5 5/8" 5 5/8' - >61-105 9" 9" 9" 9` 9" 9" 9' 9' 9" e' 8' 6 1/2 6 3/4" 6 3/4' 5 5/8 5 5/8" 5 5/8' 5 5/8 - - - - - >106'-120 9" 9' 9' 9' 9" 9' 9' 9" 8' $" 8' 6 1/2 6" 6" 5 5/8 5 5/$ 5 5/8' - - - - - - >121-140 9' 9" 9" 9' 9' 7 1/2 8` 8` 6 1/2 8" 8" 1 6' 15 5/8' 5 5/8" 5 5/8 - I - - - - - >14 %O 9' 9" 9" 1 8" 1 8' 1 6" 1 7" 1 7" 15 5/616 3/4:'16 3/4'15 5/8-15 5/8' S�5/g;....- - - FLORIDA BUILDING CODE(Non 1Ggh Velocity 8:ulricone Zone) C2°"xTEaG v� Nautilus M"14 441sTLr- '' RoII1ng56uHerSysl°m a6/z4/n DATE TILLR TESTING&ENGIIIEERGIO COMPANY EXPERT SHUTTER SERVICES INC. Off'•. 0 /,r 4� nus k :a i a'n.rti,css` i m,""` '16°26 S.W.OMTUOREL STREET 17-244 84 .....•' • ° -ME!1007 749-s 6.fu:(m)VI-M2 AP '' _ 1 -met:L:.eeoeoclnem ORAKINO W (� 1 V 1 ®-OOGS)19 Ftp�S• 't /DATE ww Taus.,a.£. FLOR c x 1LoamA ue./"167aa.�, =nm � sheer fe orxG MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE Wl 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT .`"UIA SLAT SPAN RANGE Oma( PF MSSLX RATM 0'-4't > 4'-5't >S'-6't > 6'-7't > 7'-4't > W-W t > T2'-16't > 16'-20't RwcE(0-0 s 30.0 8' 8" 8' 8' 8" B' 71/2- 5 1/2' 531-40 8' 6' 8' 8' 6" 8' 6' 4' 541-E0 S. 6' S. 8' 8' 6' 4' 3 3/4' t NOTE; >61-ea 8' B. S. 8' 7' 41/2- 3 3/4" - MAX. SLAT SPAN FOR A >8t-105 B. B' B. 6 1/2' S' 3 3/4' 3 3/4" - I—S AT GIVEN A.S.D. DESIGN LOAD >108-120 e' 8' 8' 5 1/2` 4 1/2' 3 3/4" - _ SHALL. NEVER EXCEED MAX. >121-1410 9" 7 1/2' 1 64 1/2' 4' 3 3/a" _ C- SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART >141-leo 8" 6' 1 5" 4" 4" ON SHEET 15, SLAT SPAN DEFPNITPON TRAPPED MOUNT Asa SLAT SPAN RANGE OEMN Plata Rtittio 0'-4't > 4'-5't > 5-6't > 6'-7't > 7'-3't > 4'-I2't > 12'-16't > IV-20't RAVGE(PO S sa.o g` 6' 6" 6' 6' 6' >3t-40 6' 6' 6' 6' 6" 6' 5 1/2' 4 1/2- 5411-60 6' 6' 6' 6' 6• 5 1/2' 4' 4- >61-W 6" 6" 6' 6• 6' 4" 4' >81-105 6" 6' 6" 6' 4 3/4' 3 3/4' 3 314- >106-120 6" S. 6" 5" 4" 3 3/4' >12i-i40 6' 6' 5 .3/4' 4' 3 3/4' 3 .3/4' >141-160 6' 3 3/4' BUILD-OUT MOUNT ,S SLAT SPAN RANGE °EM0'-4't >4'-5't >5'-6't > 6'-7't >7'-9't > g'-12't > 12'-16't > I V-20't PRtssulas � RxRCE(wr> E E E E E ® E E E `J E Q E E E 1:30.0 6' 6' 6' 6' 6' 6' 6' 6' 6" 6' 6' 6' 6' 6" 6' 6" 6" 6' S 1/2" 5 1/2' a 1/2' 4' 4' 3 3/4- >31-40 6' 6' 6' 6" 6" 6' 6' 6' 6" r. 6.6' 6' 6" 6' 6" 6" 5' 4' 4' 3 3/4' 3 3/4' 3 3/4' 3 3/4- 541-60 /4'5411-60 6' 6' 6' 6" 6" 6' 6' 6' 6" 6" 6" B' 6' 6" 6' 4' 4' 3 3/4. 3 3/4' 3 3/4' 3 3/4" >81-EO 6" 6.B' 6" 6' 6' 6' 6' 5 1/2 6' 6" S. 5" 5' 4' 3 3/4' 3 3/4' - 3 3/4' 3 3/4' - >at-tos 6" 6' 6" 6' 6" 6' 6' 6' 5 3/4 4 11V 4 1/2' 3 3/413 3/4" 3 3/4' 3 3/4" 3 3/4' 3 3/4' - - - >t06-t206" 6' 6' 6' 6' 5 1/2 5 3/4' 5 3/4 4 1/2 4 1/2 4 1/2' 3 3/4 3 3/4'13 3/4' 3 3/4' >121-t40 6" 6' 6' S' S" a' 4 3/4 4 3/4 3 3/4 4 1 2 4 t 2 3 3/4 3 3/4'13_J/A, >141-160 6' 6' 5' 4 1/2. 4 1/2*13 3/4 4' 1 4' 1 1 4' 4' 3 3/41' - _ �� C'•tr% ✓ FLORIDA BUILDING CODE(Non High Velocity Hurr(cone Zone) CiT TECe�44y67 uLC- V * WRomgSbuitersystem 08/24/17 tu>E T=T TES7I90&ENGWEERWO COYPAW EXPERT SHUTTER SERVICES INC. RD 4(, t sass Nt•w^sv r+ w raw as n�a4 1626 S w.E L1U0RE STR ET PMti:( 1an_+sn.ra,Ucuri,..wi 17-244 s��NA -0006719 I E ,tt11t L 111.Coacd— PO7f ST.LUCIf Fl 34984 nm._-(emi Tw-vcsa.rue(n:)eTt-cRao nanvieac xo I' Sri°l5fs(�IJRE/DATE LM /lUrr ieiFORJ. sKW 17 Or 26 P.E. MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16-6 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT tt.AZD- SWT SPAN RANGE DESIGN PRESSURE RAM4G 0'-4't >4'-5 t >5'-6't >6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't MIX(P—) s 30.0 e' 8" g' B' B' 8' 6' 4 1/2' >31-40 8" 8" e' 8' B' 7- - >41-60 8° fl' 8' g" B. 4 1/2" >51-60 g' B. 71/2- 7• 5 1/2' - - - SLAT MAX. SWT SPAN FOR A >6t-tO5 8" 8' 7 1/2" 5' 4' - - - t—SPS--I GNEN A.S.D. DESIGN >tos-t2o 8' 7 t/2' S. 4' - - - _ PRESSURE RATING SHALL >t2t-too g' 1 5' _ _ _ _ C� Sl�f EXCEED MAX.DICATED ON SLAT >ut–tso 7- S" <' PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAXL SWT SPAN RANGE PRKTM RESSURE 0'-4't >4'-5't >5'-6't >6'-T t > 7'-9't >9'-12't > 92-16't > t6'-20't RWM(P,+.t.) s 30.0 6' 6' 6' 6' 6' 6' 6' - >31-0 S. 6r 6' 6" 6' 4 1/2' 6" 4 1/2' >61-80 6" e 6• $• 4 1/2" k>121-140 6' 4 1/2' 4 1/2'6" 6' S t/2" 4'6" 5' 4 1/2' 3 3/4'ut-160 BUILD-OUT MOUNT SWT SPAN RANGE OEM PRESSURE 0'-4't >4'-5't > 5'-6't >6'-7't >7'-9't >9'-12't > 12'-16't > 16'-20't RµC(,L {,) EO r51/2' E E E E E E E E QE QE E s 30.0 6" 6" 6" 6" 6" 6- 6" 6' 6' 6' 6' 6" 6• 6' 6" 6' S 1/2' 4' 4 1/2' >31-10 6' 6" 6" 6- 6" 6' 6' 6" 6' 6' 6' 6' 61 S 1/2' S' 4' 4° >41-60 6" 6' 6" 6" 6" 5 1/2' S 1/2 6' 6' G' 6- 6' S 1/2' 4 1/2 - - 3 3/4' - - >61-80 6" 6- 6' 6" 5 1/2 5 1/2' S 1/2' 4 1/2 5° 5" 4" 4' 4" - - 3 3/4" - - - >t1t-1105 6' 6' 6" 6" 5 1/2 S 1/2 5 1/2' 4 1/2 3 3/4 3 3/4' - - - >to6-tzo 6' B" 6" 5 1/2' 4 1/2 4 1/2" 4 1/2' 3 3/4 - >12t-1140 6' 6" 5 1/2 4" 4" 3 3/4' 3 3/4 - - - - - - - >141-160 5- 5' S•' FLORIDA BUILDING CODE Qfan Wgh Velocity Burrteane Zone) i F 9 02017 TUTECO ax. 1%Laer W. # 1 r�1 ¢1sj = �� RoftlNautilus tgnuCe/24/1-1stOm Ce/2s� ' IL E OIMC. 0aE A'• Tmw TEST NO a CNGINEEWNG COMPANY EXPERT SHUTTER SERVICES INC. me N•.:pa sta m,wcw viooq n nice 1626 S.W.E.LTNOPE STREET 17-244 A p \ PORr Sr.Lucy Fl.34e84 =�any r1ID g It\\ • EB-0006T�8 c =feoaD Ta-9016.ruu e)t-OGSO tAiaW1N0 No W/LUR A TUU b.P.E. d••• �•" os Yr;, Q1W4 DATE e10wa B-®"Ir? °nlsv s«eEr fe ar26 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 SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4° > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (Psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 1 360 1695 1 480 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 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 1 320 1186 400 1322 480 1873 1 560 1740 640 — — — — — — SLAT r—SPAN I—n NOTE: SLAT SPAN DEFINITION R SHALLSE THE RESPONSIBILITY CFTHE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXIST M STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES M POWMS PER UNIT FOOT OF SHUTTER HEIGHT AT BDTH.WIBS. SEE THIS SHEET FOR Vx&VyVALUES, Vy SIDE RAIL VX � A•r/tv ,1st. . r,; Vy °,1� .. VC�SIC�''•,. FLORIDA BUILDING CODE(Non tT;gh Velop'ty Hunieone Zone) No.44167 ' C owt7 mhco Qe awa— *; * * Nautilus ur RowngSLoHerSysfom CO/24/17 _ - � DATE D?/ TI1LTTCS7INGEXPERT SHUTTER SERVICES INC. :::77 r�r`\\\eW)811-es7"'v�.`cou a n yue t6pp25 Sw. �oRE 9REET 17-244 V N_1•i]1 FL 34984,1 W OOOL7 (ew)749-90".r (771)B71-cm WAL7ER A illiT 1�.P.E. ��"P.E. TE (LORDA Lk-B u167 an„-�. nn '��� �,c sxEET t9 oras SLAT PERFORMANCE CHART Fb 1 BG FCL:(ONLY VALID FOR 12'SLIP) SLAT PERFORMANCE CHART IIb I & IICI:(ONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN VLOOD GRADE.A.S.D.DESIGN LOAD(p.s.f).SLAT SUP IW AND FORAGNEN AVUCIMUS+AS.D.DESIGN PRESSURE RATING(p."AND SHUTTER MOUNT COND1110N FOR FOR A GWEN ATAXIMUM A.SM.DES(Ott PRESSURE RATING(p s.OAND SHUTTERM00%T CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS WI 2"X4•STUDS, INSTAUA71ONS WO STORM BARS PER DETAIL 2 BELOW WSTAtLtTIONSWO STORM BARS PER DETAIL 26ELov/ AS PER LIMITATIONS ON DETAIL 1 CHART Ib I USE i CHART JCI CHART IIb I USE V/MI CHART IIC 1 '�WMU w1E ROM Ae S=K ASS EW �Um wnE 115E umom w1¢wim P(m7w HO IFSOhE ASA mo tW WUN WUE 6E Valf P0901E Ale W.QK ASS(LID YNsm W4 SLAT SPA4 SpmLWM TO RA%w_S U* TO ASL. we(ft) t5E ttA7m=VALLIC ASD. 6fi6'6TAPCONXLANCHOR USe UAXAKU POWK ASO. WOOD GRADE OES7IIT •{� BACK�BAT ^ Sd16'0 TAPCON XL ANCHOR ylNy� T LEAD YAIt NINAN A.SL T LOAD V91E �� L Bum-= �R W/o STORK BWLS uuaar��gg7 MNO ZONE FW ZONE UOMIT YAX.SCAT SPAN LlwREOIM WL SEPARATION TO CM VAXLW REQUIRED�Y��A��K SCAT SPAN 'Lw+•• REOENZO W&SEPAPAr4N TOI. (� rcrts w� 6 t-3 4 tl •LYAx•(ft) ((t) �TO BACK OF SIA(In) CA= ,i a(Lt) (ft) UESLIRM TO PMC OF MAT y6) SWRTiERN P6.E 12(G=O.SS) 60. 4'-5• 4'-5' Dam pfd I'LL W 0 STORY BARS PRMSKAM * - �y'"!'r'm W 0 STORY BARS DOUGLAS-FlR-SDU1H G=0.{ 60 4--5' C'-s' 0'-D' w/ w/ vow W/ %w/ ( / (py) + 6- w"ZOINES WND ZONE (pt) YANG ZONES wm ZONE SPRUCE PANE-FIR-SITH(G-D.38 60 V-5' 4'-5' (�E NQIC1d) N6nS8) (4S NOI�dT 1-3 4 (4E IFasisd)(sT_N61L;d N6I1sdt d i-3 4 30.0• t0'-0' 101-T /0'-O" 8-1- 1" 81/2- SO.D• W-3' 5-3" 6'-3' 7'-7" 1' U 1/5- 35.0- 6"55.0•• TO'-0' 10'-O' 16'-6' r-3' t' 8 1/Z- 35.0- T-9' r-B" 7--g' 7'-3' 1' 40.0- SO'-0• t0'-0" 10'-O• r-5' t' 8 1/2' .0- 7'-r 7'-7- •7'-7' 71-0• 46.0••• 10'-O' f0'-0' 101-W r-2" 1" a 1/2' 46.0••• 7'-C 7--4' T-<- 5'-4' 1' S 1 8" r Yn 60.0 1S-- t0/-01 r-D" i" B 1/'. 804••• 7'-3' 7'-3' 55.0^• t0'-O" 10'-0" 1D'-0• 6'-5' !' 8 1/2' 55.0••• 7'-3• 60.0'•• 10'-0' t0'-D' 10'-0• 6-P' 1' s 1 60.0- 7'-3' 7'-3' 7'-S' 6'-2" 1' B 1 6' -;)----•_•- .•.'.-� SLAT PERFORMANCE CHART IIIc:(ONLY VALID FOR t(8'SUP) !; _ SLAT PERFORMANCE CHART IV:(LESS THAN tB'SLIP) FORAGNSUfA=tAUMA.S.O.DESIGNPRESSUPERATING(ps!)ANDSH>nERMOUNTCONDMON FOR �' 1 FORAGNE4AS O.OES'GN LOAD(Ps.Q,SHUTTER MOUt/TfANOtiIOMINCLUOING tij INSTACLAT(ONSV6Ct STORM t1AR.3 PER.OETAlL20ELOV! ANCHORTYPEAND FOR ENSTA.L"ATIONSVIA)STORM BARS PER 0ETA1L2 BELOW !� tI cHART IIIb I IIsg*/ CHART IIIC 1 i ! l �( SLIT SPAN DEFINITION TIIbE 5(16.0 TAPCON XL ANCHOR t l OSE wuAu VILE BmEmoKP POSH Ate ICWAE ASD.LEADs'- 6:/.•X11 09ILL ! s USE U&MUM PH1YE ASD. USE UAl(WUY VALUE IVE E BETWEEN POSITUSE YJJOYIIL ' S(t6'eTAPCONXLANCHOR t'�5 SAI I YIN.SCAT LOAD VALUE ANO IEGATI4E A.S.O. SD.S.O.LOAD ALOAD VALUE I �.-y,Is SPAt1_ ILO_SLAT WL.SLAT let.6awFAtlu1 ;'laz vTO I UA)L SLIT SPAN •LYuc Af ZM WL SEPARGM t0 GIASS SPAN SPAN 1To Guz UDSA M w WAXNW •LTLu_•(FT) (+t) WESIM TO BACK OF 90(m) OEStGN •LYA1L•(FT) 'L1mr•(F i) 511K 6P aGv Oa) PA rut Eq LO ou< t '"•'m W O STORY BARS C� e�an�m DUtLD_= w/0 STORY BARS Yn (2) EAClkeH HADD S O NOIINT Ib6 r/ +r/ ••'�O-°'r (ps (TC•i.FAT+SCC EE9)T Q� KIND ZONES LAW ZONE r6 6 16 6 h1ND Z Nom ZONE (SIL tmtsdl (!LI1616dt (Mw1Lt:d1 ` i-3 < tm.KmA mr ImrsA +-} 4 DETAIL (ELEVATION) 30.0 IF 7•-6' 7'-6" 7'-6' V-7- i" a I B- 30.0• 8-9- 35.0•• r-2' 7'-2' 7'-2' 6'-4- t" a I/6" 35.0- 40.0•• 6•-4- 6'-S'16'-9- V-31 W-1" t' 8 •L 8- 4A0•• C-0' A 480 O°• V' S' 6'-6' 6'-8' V-+1' T 6 f a- 48.0•F' V-10' 50.0•'• 6'-5' a-S' 6'-5' S'-9" 1' 8 I/5- «. 5'-9' 1, ABOVE INDrATED MAX. SLAT SPAYS MAY BE USED AS LONG AS 55.0••• 6'-J' W-3' 6'-}' S-7- t' 5 i • 55.0^• 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0••• 6'-1' a'-1• 6'-t' S'-5' t' S t/6' 60.0+•+ S'-S" IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF •WIM FOR DMnAS411Z-S0U H(G---0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUHRN RLE 12(Cw4.55) SIDE OF OPENING SHALL BE 33'. ` j • I WT SPRUCE PTFE-M-SD0.3 H(G• 5) f' I �� ••VAUD FCR DOLGLAS-RR-SOUTH((r=0.46) I7 7 1; SOUafm RHE#2(G-0155) L I' '• L{5 SLAT SPAN DEFINIIIOH m IONTO FOR S004M I =i FOR OIL VOINT FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone) l0'-6'.(t3 B'1ID-0'JT i 02017 ruEco stir. [+uNv Em INSTALLATION INTO WOOD FRAME STRUCTURES t�o,4416T Nautilus Lc I )Ito ^+� Z RowngS6uHer5YdonA CS/24/17 IL E C O tNc. EXPERT SHUTTER SERVICES INC. LA'E - , TILLE4q?�Q� cI IND e0 iP"7 t626 SW_E;LTJORE STREET17-744 ! \ Cle.r)DW�[•FSSD.Fm[(30�3•IF-IS1t Yn PLY-VOO as ��'., /A•� ,� (2)r.6•NA'10 STIRS AP ''.tom /' \ e-mai Wleeo0a4mm �PORT Sr.SW . FL 772) ppAyTNO No (�'(f 6`,L` EP-6666719 (e6a1 7<a-9G."6.i1.i:(17/)6)I-OSLO DETAIL 2(ELEVATION)CrVP DICT sI )t e E rs6/stet gTURE/DATE 1w1ER A mur Jr,67 ALITR Uc.F<<167 ron[ nv SN[ET 20 Or 26 MAX.ANCHORS SPACING SCHEDULE VF FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE R.S.D. DESIGN LOAD(psf)AND SLAT SPAN RAN(E WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) taa�a "SW SPAN MM kommSLAT SPAN RANGE WOOD GRADEWoo P=x 0.0 ti-0to4-�* WOOD GRADE FMMM AAn4U' cE ¢"rC1a5' >5fn6 `> 10�'`>7'1a1`>9ra10' s 30.0 6" 5 30.0 S. 6' 6` 6" 6" 6" SOUTHERN PINE#2 40 6" 501JTHERN PLYE 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' 31/2- 6. 1/2'6' 60 G" 6' 5 3/4" 5 1/4" 3 3/4' 3" DOUGLAS-FIR-SOUTH s 34.0 6' DOUGLAS-FIR-SOUTH s 30.0 6" 6' 6" 6" 6" 1 6' (G=0.46) 40 6' (G=0.46) 40 6' 6" 6' 5 1/4' 5 1/4" 4 1/4' SPRUCE NNE-FIR-SOUTH 5 30.0 6" SPRUCE PINE-FIR-SOUTH 5 30.0 6' 6' 6" 6" G=0.36 0.3 G= 6 BUILD-OUT MOUNT TO n6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) U82M SLAT SPAN RANGE A�mWOOD GRADE Y 5-5 y >6-7' >7-9 >e-10'" fG�1 f10UHT I YQNE W E Y9UM.• 6101M V E IIWR V - 610IN('V YWR V/jE YdJni W/�YdM[V E =W {q�M p/�E =M E s 30.0 6' 6" 6" 6" 6' 6' 6" 5` 6' 6" 5' 6" SOUMMM PINE f'2 40 6- 6' 6" 6_ 6" 6" 6" 6' 6` 6" 5 1/4' 5 1/4" {G=055) 50 6" 6" 6" 6' 6' o` 6" 6- 5 1/4" 5 1/4" 4' 4' 60 6' 6' 6" 6' 6" 6" 5 3/4' 5 3/4' 4" 4" 3" 3" OO4GLAS-FIR-SOUTH s 30.0 6' 6` 6" 6" 6' B" 6" 5" 6' 6' 6` 6" (G=0.46) 40 6' 6" 6' 6" 6` 6' 5 1/2' 5 1/2-15 1/2" 5 1/2-14 1/2' 4 1/2" SPRUCE P91 HR-SOUTH s 30.0 6" 6" 6" 6' 6' 6" 6` 6" 6" 6" 5 1/4' 5" G=0.36 * \� �.. T�41T' NOTE- MAX,,`SPAN FOR SLAT FORA .�� V�+�S' ;�9 . .� lr�•'. ROR10A BUIE0440 CODE(Non High Velocity Hurricane Zone) GIVEN A.S.D. DESIGN LOAD • 4Q�6T 02017 rLTECG LaC N or. SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON *' * yY, '' �� SclliaNautilus gshuffersystom ten`/" SLAT PERFORMANCE CHARTS ` (I({{. E(�. 1 N e, aa7c ON 20 SHEET. ?�'• \r nun TESTING c ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. v1-10PE ewxnz n ssw 1626 S.W.03JUGSTREET 17-244 ?�ff .. •• •\�11 wcn:gcflall-ism.ro.fs:sJ , PCR]ST.EUM M 34984 E8 NAI 11 a-meg tTtr_o0"oleom oaA■Iw,� "moi O � 711 -OOG6719 fes)741-� InR:(]77)8]1-p;G WALTER&TLLLft Jr.P.E, om+s� P.E.SEAL�/�IL'(f URE/11nTE RIMDA L'-f KI67 .n SIM 21 or 76 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)`* 'MEIU " STORM BAR SPACING (FT) DESIGN PRESSURE RATIKG 2' 2.667' 3' 3.5' 4' 4.5' S° 5.5' 6' 6.667 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" i t'-0" 11'-0" 11'-0" 1 1'-O" 1 1'-O" 111-0' 11'-0" 1 1'-0" 1 1'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11.-0.. 45.0 11'-0" 11'-0" 11'-0" 11'-0" 17'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1 i'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + THIS REGION LS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 19'-0" 11'-0" 11'-0" 11'-0" i t'-0" 11'-0" 11'-0" 11'-0" + W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" i t'-D" 11'-0" 11'-0" 11'-0" + - 65.0 11'-O" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + 11'-0" + - 75.0 11'-0" 11'-0" 11'-0" 11'-0" ill-01. 11'-0" t 1'-0" 11'-0" + - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" + - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 90.0 11'-0" t 1'-0" 11'-0" 11'-0" 17'-0" 11'-0" - - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 i 1'-0" 11'-0" 11'-0" 11'-0" 11'-O" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 120.0 11'-0" i 1'-0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" ill-0, 10'-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" - - - - - - - 135.0 ll'-0" 11'=0" 11'-0" - - - - - - - 140.0 1 t'-O" W-01. 11'-0" - - - - - - - 145.0 11'-0" tt'-0" - 150.0 11'-0" 11'-0" - - - - - - - - 155.0 11'-0" 111-O" - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - 'I,'�r PL t* MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN J' 't FLORIDA BUILDING CODE(Non Wgh Velocity IIurccane Zone) FEET OR FROM TIP OF 51DE RAIL TO CENTER OF STORM BAR. ` k 02017 LU.U0 U� • cvAeTt er No.4416 Nautilus * RollingShnHersystent WWII? 11LIE C O t,N�. GATE IILUT TEWWO+ENGINEERWO COMPANY EXPERT SHUTTER SERVICES INC. anrc 1626 S.W.BiUuOP.E STREET �O�•. �•'' cr."..t7rsxN-uw.ro:t>nm1-In, 17-244 - Q ..•'._`ui� t\\ a-mea:tat..ow- PORT Sr.LUM LL 34984 WAW=Ne i • `1 1� EB-0006719 R�-(EW)7< -&.Tai:(M)971-M2 LI- WALTER A.TUFT.y,P.E "n tr.r o"ee"nI da P E.' �51;yp7�,a DATE ROMA Lk.i"167 SKEET 22 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 S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION SI-Si(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.).&STORM BAR SPACING (0) A STORM BAR SPACING"a"(FT) o STORM BAR SPACING"a"(FT) 1e 2' 2.667' 3' 3.5' RAD 4.5' 5' 5.5' 6' 6.667' 144 2' 2.667' 3' 3.5' 4' 4.5' 5' S.5' 8' 6.667' 3a0 AB D A.eCD BCD BCD ARCD eco eco 0.BC.D BC,D 30.0 B A.B.0eco BCD A.BC,D ",Co A.eCO e& BC B IC 39.0 B.C.D &BCD BCG, BCD BC,O ABCD BC A CD &e,C,D 310 AB.CO ABC.D BCG, BCD BCD BC ABC C e A 40A ABC,O B.CD B D A8 ARCD BCD 9C B D BC0 40.0 AB.C,O B.C,D ARCD ".CD AB,C AB.0 A.B,C A A A 45.0 BC.O ABC.0 AB,C.D A9. D AB,CD AB.CO A9. 0 BC BC 45.0 AB. D AB.CD BCD A,BC AB,C ABC A A A A 50.0 AB.C,D A,B C.D AB.C.D AD.C.D AB,C,D AB.C.D A9.0,D AB,C.D A.B.0 50.0 A9.00 B ABC D 9 C B C A A A A A 510 AB,C.O AB.C.D A.B,C.O AB.C.O A,B.C.D Ae.C.o AB.C.D Ae.0 A.B.0 55.0 AB.C.D BCA A,9,C A694 A A A A A A 504 B,C,O AB.C,O A,B,C,D A.B.C,D AB,C,D AB.C.D AB,C.0 A.B.0 0.e,C A.B.0 0R0 AB.C,D A.B.0 B.0 AB A A A A A A 05.0 B.0 D ,C,D AB C,D AB,C.D B C,0 A.B C.D ABC A, C B,C 9 e1Q &ec.0 BC ABC A A A A A A A 70.0 BC 800 BCD BCD BCD BC BC BC 9 A 7R0 B,C.D A.B.0 A9 A A A A A A 710 AB.C,O ARCO BCD BC ASCD A.B.0 BC 9 A A 710 BC,D ABC A A A A A A 504 AB.C.O AB.C,O A.B C.D AB, D AB.0 A9,C A,B,C A A A Sao ABC AS A A A A A 95.0 e,C,D B.0 0 A B C.0 a CA B C AB.0 0.B A A A 510 B C A A A A A A 90.0 AB,CO A,B,C.D AB.CA ABA A.%C A.B.0 A A A A 00.0 AB.0 A A A A A 910 B AB,C D 9, ABC AB,C AB A A A A 950 AB.0 A A A A A t00A 9C,D BCD eC A9C A.B.0 A A A A A 100.0 BA A A A A 1010 AB.C.D A9 ,0EA 9 AB A A A A A 105.0 A,B A A A A - 1t04 ",CD BCG, CKA A A A A A 110.0 A A A A 159.0 AB.CA 0.800 C A A A A A 115.0 A A A A 120.0 AB.C.D A.B.0 AB A A A A A 120.0 A A A A 126.0 AB C.0 B C A A A A A A 125.0 A A A130.0 ABCD ABC A A A A A A 130.0 A A A135.0 AB CD ABC A A A A A - 135.0 A A A140.0 AB.CO AB.0 A A A A A - 140.0 A A A -t45.0 A.BAD A,B.0 A A A A A t45.0 A A A 5504 B.0 D AB,C A A A A A A - - 1500A A 159.0 AB,C AB A A A A A A - 1SSA A A - 16MOe C A B A A A A A - - - ISO-01 A I A I - - - - _ - - - ANCHORS TYPE LEGEND A 3/8-o CARBON STEEL KWIK BOT TZ EXPANSION ANCHOR W/ 2 1/2' V.-,n. EMBEDMENT*& 5'titin.THICK POURED CONCRETE ((•c = 3000 psi) B 3/8'Oxt 1/4" POWERS CALK-IN ANCHORS V!/ 1 1/4'Min. EMBEDMENT*TO POURED CONCRETE(Pc - 3000 psi & 3/8'o-16 MACHINE SCREWS C 1/4-ex3/4-ALL POINTS SOLID-SET •,r'� � ANCHORS W/ 7/8'Min. EMBEDMENT*TO \\'•yip C r/14l POURED CONCRETE (f'c - 3000 psi) & �\ `i•.••.f CA.•'•.,...� 1/4'o-20, 18-8 STAINLESS STEEL MACHINE \\ V �+►ss FLORIDA BUILDING,CODE(Non ugh Velocity IIurcicam Zone) SCREWS f*t•• •44m, C2017 TRT[CO WCC41AM 6T. D 5/16 a tnv/BtTILDoc TAPCON ANCHORS w/ Nautilus 2 1/4"Min. EMBEDMENT*TO POURED * - RoAingS6affersyr f WA4/17 CONCRETE (1'c = 2899 psi) ,: IL E C-0, EXPERT SHUTTER SERVICES INC. um \ T1LLl7 T[S71N0 R ENOWffFINO COMPANY • \\ crs"n,w.a Aw xa r�ww wmW.t n.u�u 1620 S.W.0,01A0m Wner .... '••44 t\ ,•.,.,u:+ml-,».c.,tms7ea-m. 17-244 * EmBEDMENT IS BEYOND ANY n.00R/CEIUNO FINISH �'.��NAL Eg6� LB ooOWl com ^�=tom - • fTPW Sr.LUM rL n16aT1 wm '0e0•' wALffA A TL 9-P.E. tm a o®.nm ue P.E.S -S1t A RE/GATE FLOwoA tic.0 44167 . 1 ocq "11T 23"26 s SCHEDULE la SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(4)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(ys.f.),&AMAX.MULLION SPACING(ft)` DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) - --— MAXIMUM MULLION SPAN(F7) MAXIMUM MULLION SPAN(FT) uAL 0mm ©4'xG"z1/4`�dUF110N G1 4"x8 k1/4'PdULLION G2 4xlktl4'THICK(3E'FUSNGE)I�ULL[ON � MUM ©4-x6xIleMULL(ON G1 44'AIWMUWON G2SPACM81� 'THICK PJRE WOUM ROM (ft)0RA7110 ORMAM" $1 ORIENTAnO.a B2 rl0IPMVffAnII0NI t �) TUDITAI04 F2(Q) DRIENTAION 1 � OBIENzA7f051#2(0) (v+�3 efw4-0)011 it ORIENTAnOlI 2( ) ORIENTAION i oRlEmou F2(0) ORENTAnON t2((I)t ENO (f1rmR ENO WERICRods 4R ENO L'V moR END END IMIDECR ENO MTMOR ENO WIER OR 010 INIFF.AR Eta LrMOR ENO Dm¢m 30A 20'-0' T-10' 9'-6- T-3' 12'-0' IT-7' 6'-0- 12'-6' 9'-8' r-6` tY-6' 300 20'-0' T-101 T-8 T-Y 12'-0• 9-4' 10-7` 5'-0' 12'-8' T-8' l2'-a' 354 20'-0' 7'-4' 9'-3- 6'-9' 111-5' l0'-o' r-7' 12'-6' 8'-Il" 6'-1 I' 1r-6' 35.0 20-0" r-4' 91-3' 6'-9' 11'-5' 0'-0' 10'-0' 7'-7' 12'-6' 6•-11' 12'-B'4aD20'-0" 6'-10' 8'-t0' 6'-4' to•-it• 9'-7' r-3' 12'-6' B'-5' 6'-6' it-B' 40.0 20'-0' W-10' W-10' 6'-4' f0'-11' a'-1' 9-7' 73' 12'-6' 6'-8' 12'-6'45.0 20'-0' 6'-6' Y-6' 6'-6' t0'-8' T-S' 6'-11- 12'-8' 71-11' 6'-2' 12'-6' 40.0 20'-D' 6'-6' a'-8• 6'-6' 10-6' 7'-8' 9'-3' 6'-/1' 12'-6' 6'-r 12'-6'604 20'-0' B'-' 8'-2' C-0' 9'-11' 8'-f1' B'-7' 12'-6' 7'-4' S'-tt' 12•-6' 500 20'-0' 6'-2' a'-2' 6'-0' 10-2' 7'-4' a'-11' W 3' 12•-6' 8'-11' tY-6' 55.0 20'-0' S'-11' Y-11' Y-9" 9'-0' 0'-7' 6'-3' 12'-4' 6'-81 Y-7" 1r-6' 65.0 20'-0' S'-it' Y-11' 5'-9' 9'-10' 7'-0" 51-7' 4'-1tr 12'-4' 5'-7' 12'-6"60.0 19'-5' T-9' 7-r" S-5' 8'-6' W-61 6'-r 12'-0' 6'-C S-6' tr-8' 50.0 19'-5' S'-9' T-9' S'-B' 9'-6' 0'-10' B'-B' 4'-8' 12'-0' 5'-6' 12'-6'654 18'-4' S-9 r-9' 5'-4' 8`-4' 6-4 I 8'-4' 6'-2 1 It'-t0' 6'-4' S-6 12'-6' SSA 98'-4• 5'-9 7'-9' T-^4' 9'-7' S'-10' 8'-5' r-8' tt'-10' 5'-6 12'-6' 704 17-4' 5'-9' 7'-8' Y-4' 6'-2' 6'-3' 6'-r sr--r 11'-9' 6'-3' 5'-6 12•-61 70.0 17'-4' 5'-9' 71-8' 5'-4' 9'-6' 6'-f0' 8'-4' 4'-8' tt•-9' 9-6 W-6- 7&D 16'-6' 5'-9" r-7' 57-47 8-0' 8'-3' W-0' 6'-r W-7' 6'-3' 'S'-6" 12--5' 76.0 18'-6' S-9' r-7' S'-4' 9'-5' 6'-f0' 8'-S' F-B" tt'-r Y-6 12'-5' SDA 15'-9' S'-9' K7--7- S'-4' r-10' 6'-51 7•-1D' B'-2' 11'-6' 6'-3' Y-6 tY-4' 50.0 15'-9" 5'-9' r-7- 5'-4' 510 151-0' 5'-9' S'-4' r-9' 6'-3' Y-6' 6'-2' 11'-5' 6'-3' 5'-6 tr-3 SSA 1S'-0' S-9" 7-7' S'-4' B'-3' 6'-10' 8'-2" 4'-a' 11'-5' Y-6 12'-3 904 14'-2' S'-10' 5'-5' r-9' 6'-4' Y-9' 6'-S 11'-5' a'-4' 5'-7 tr-3 90.0 14'-2' S-IO' Y-7' 5'-S' 9'-Y 6'-11' a'-3' 4'-10' 11'-S' Y-7 12'-3 054 13'-5' S-iDr 5-6' -9 6'-S r-9- e'-4- 11'-5' 6'-Y 5'-6 t2=S 954 13'-5' S'-t0' 7-7' Y-6' 9'-3' 6'-11' B'-3' 4'-11' 11'-5' 5'-8 12'-3 109-0 12'-6' Y-tt' 5'-7- r-9' C-6' Y-9' 6'-4' ill-w 6'-6' S'-9 l2'-3 100.0 12'-9' S'-11' r-7' 5'-7' 9'-3' 7'-0' 0'-2' S'-0' i1'-5' S'-9 12'-3 105.0 t2'-2' 6'-or F-Y r-9' a-7- r-9- 6'-V 11•-5' 6'-r Y-9 12'-3 1010 12'-2' 6'-0' T-7' S'-7' 9-3' 7'-1' 0'-2' 5'-1' 111-5' S-9 12'-3 110.0 11'-Y W--w 51-8' Y-9' 6'-6' 7-9" 6'-6' 11'-5' 6'-8' 5'-10' lr-3 1104 1t'-7- 6'-0' r-r S'-B- 9'-3' 7'-2• 8'-3" 3-3' 111-5' 5'-t0' 12'-3 INA 11'-1' S-1' 5'-9' 7'-9' 6'-9" Y-gr a'-7' it'-5' 6'-9' Y-tt' 12'-3 1110 7f'-1' 6'-1• 7'-r 5'-9' 9'-3' Y-2' a'-3' S'-4- 11'-S' S'-it' 12'-3 120.0 10'-8• 6'-t' 5'-9' T-9' 6'-10' Y-9' 6'-7' W-5' 8'-10' 6'-0' 12'-3 1200t0'-$' S-1' T-6' S'-9" 9'-3' 7'-3' fit-2' S'-5' ii'-5' 6'-0' 12'-3 125.0 10'-r 61-2" - S'-10' -r-to' r-0" Y-to' 6'-9' It'-5' -0' 6'-1' t2'-3 t270 f0'-r 6'-r r-7' 5'-10' 9'-3' 7'-4' 9'-3' 6'-9' 1I'-5' 6'-1' 121-3 130-0 9'-Ir' 6'-3' 7*-7 4-t0' r-0' 7*-0' r-9' 6'-9' 71'-S' Y-0' 6'-1' 12-3 130-0 9'-t0' V-3, r-7' S'-10' 9'-Y 7'-4' 8'-2' 6'-9' 11'-5' 6'-1" 12'-3 135.0 9'-5" 6'-4 7-7' S'-it' -10' 7'-r T-tor 6'-t0' Il'-5' r-2' 6'-r 12'-3 135.0 6'-4' r-7- 5'-11' 9'3' 7'-5' a'-3' S'-10• 11'-S' 5'-2' J12'-3140-0 9'-1' 6'-4' 7'-7' 6'-0" 7'-10' 7-3' 7'-t0" 6-tt' 11'-5' 7'-3' 6'-3' 12'-3 t40.0 9'-1' 6'-4' r-7' 6'-0' 9'-3" 7'-6' 8'-r 6'-11' 11'-5' 6'-3'145.0 8'-f0' Y-5' 7'-6' a'-0' r-9' r-4' 7'-9' 6'-It' 11'-S' 7'-4' 6'-r 12'-3 145.0 6'-10' 6'-5' 7--6' 6'-0' 9'-3' 7'-6• 8'-2' 6'-1IV-5' 6-3'150-0 8'-6' 8'-6' 7•-7' 61-1' 7-9' 7'-5' 7-9' 7'-O' 11'-S" 7'-W 6'-4' t2'-3 tw..0 0'-8' a'-8' r-7' 6'-1' 9'-3' 7'-7' 8'-2 7-0' It'-S' 8'-4'135-0 8'-3' 6'-6' 7'-7' 5'-2' r-9' r-8' Y-9' 7'-1- 11'-5' 7'-8' 6'-5- 12'-3 1530 B'-3' 6'-6' 7'-T' S-2' 9'-3' 7'-9' 8'-2' r-1' 1t'-S' 6'-S'1QOA 6'-D' 6'-0' T-B' 6'-2" r-9' 7'-T Y-9' T-2' /1'-S' Y-T 6'-6' 12'-S 160.0 B'-0' 6'-7" T-6' 6'-2' 9'-3' r-9' 8'-2' Y-2' tt'-S' 6'-6' •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. u SEND lAULIJON INTERIOR 1t1'j1A' R , MULLION 1111 �pw••.. T/ LICA; �i� . .. �� ••=.✓= FLORIDA BUILDING CODE(Non Wgtk Velocity HOnicone Zone) o2D,7,riEC0"� Nautilus ,d MULLION SPACING:"V' c ` RolllugS6utterS�z&zn 06/24 • IINc. DA _iz- d+��1„ t/j� �t�ftp. MIN ENGINEERING co Rpma� EXPERT1826 SN SHUTTER SERVICES INC. kq44 �E}�6\t ttlti 'w•.( Ea-=6719Lt�m aa.F:((M)142 P L(m�4]�-02]o DIMMINWALTER A.iRU1JI,P.E.P.E.SEAL/SiCt1ATURE/DATE FLOROA J-g 44167 m nc. SNRT 24 a SCHEDULE 10 SCHEDULE 2h FLOOR TO CEILING fTRAPPED)MOUNTING MAX-SPAN(1t)-FOR END AND INTERIOR MULLIONS FORAGIVEN VIALLMOUNTING MAX.SPAN(FT)FOR ENDANDINTERIOR MULLIONS FORAGIVENAS.D. AS-D.DESIGN PRESSURE RATING(p-9-0,&A IT-W MAX.MULLION SPACING(fl)+ DESIGN PRESSURE RATING(P.S.F.),8 A 1127.0'MAX.MULLION SPACING(Fr) MAXIMUM MULLION SPAN(FI) MAXIMUM!MULLION SPAN(rQ t{Ax. ®4Sdi•Xt/4'MULL(ON ®4k8'xt(4't(tULLION Gi 4t)Ytl4•SHCK(3E FLARGEj6(ULUON �G 4"x6 k1/4"MULLION ©4KAJAW "xSScV4•MULL(ONG2 <'xTx114'1H(CK OEM UuUmKum PRESSER sPAeM4D R RgM SPACND RAWS)MULUON (�` orz47Amrt ry oRo7rFAs ua 00t )t a9I EaAncct 1 OR DOATnN I2( ) OBD 1ATDN s cRmvrAtrcA1 F2( ) (Pu) �)• aTr�TAT oe/f oTIDTTAnoN z t aR ENran6N 1 (�T DRIENTADo;i/t([A oTIDnArnN/2( ) END PREUR END WTEPIfP. END IIEHIOR ENO MITMOR END END IKERWR END O.TERIOR D.D INTERIOR END MEFICR END affMR END Mc[EROR 30.0 IX-0' IS'-7- It•-6' 9'-9- 12'-6- 127-6' 1X-6- 70'-7' 127-61 IX-6' 11`-3' 12•-6- 3110 121-cr 9'-9' 11--8• 9-9 12'-6• 12'-6' 12'-6' 10'-7' IY-B- It'-3- 127-6' 38.0 120-0' 10'-7' 161-1111 61-Y Ir-C 12'-6' 11'-i1' 10•-0• fY-6' 1X-6' t0'-'r IV-8' 350 tY-C� 9'-2' IW-11' 9'-Y 2'-6' 12'-6' 111'-it• t0•-D' IX-6• iN-4' 12'-6' 404 IV-0' S•-t0' 10•-51 8•-9' LX-E' Il'-P,' 11'-4' 9'-6• 1X-6' IV-10' 9'-7- 12'-6' 404 IY-O' W-90 10'-5' 8•-9' 12•-8' 11•-6' 11'-<• 9'-6' 12•-6• 9•-7' 12'-6- 46.0 121-4' 9•-3' 16'-1' 8'-4' 12•-S f0•-1/' t0'-tl' 9'-1' 12'-6' It•-2' 9•-0' 12'-6' 48.0 /2•-O• W-<' 10'-t' B'-P 12•-6• 10•-11' 10'-11' 9'-t' 11r-6' 9'-0• 12'-6' 60.0 12'-0' 8'-g' 01-6' 0'-1" 1X-0' 10•-4' 10-T 81-9' 121-6' 1C-Y W-6' iX-8' 500 12'-o' S-1" 9'-8' 8'-1' 12'-0' f0'-<• 10'-7' 61-9' 1X-61 r-6' 12•-6- 88.0 1X-0' 8•-O X-S- Y-110' 11'-6• 9'-t6' 40'-Y 9-6' 127-6' t -t' 0'-11 12'-6' 53A 1127-0' 7•-10• 9'-5• r-10' 11'-61 9'-110' to'-s' 6'-8- IY-6• W-1' 12'-6' E0.0 127-6' IY-T 9'-2' 7'-6' 11=4' W-S' 8'-4111 8'-3' 12'-6• D'-T T-9' t27-6' 600 IY-0` 7-61 91-2'� - 7'-6' 11'-P 9'-5' 9'-It' 8'-3' 12'-6- 7'-9' 12'-6• ESO 1X-4' 27-8' 81-11, 7•-2' 11'-0' g1-t' 9r-8' 8'-O' 12'-6' W-3- 71-5' 1X-6• 5" 127-0' 11-2' 8"-1t' 7'-2' 11'-0' 9'-1' W-0' 81-0' 127-6' r-5• 127-8' 7110 12'-0• 1 7-4' 6'-8' W-tY to-s' 0'-9' 9'-5• 7*-10' 12'-6• G-il' Y-2' Ir-6' 70.0 IX-D' W-111 W-8' 6•-1111 10'-91 S-9' 9'-5' Y-f0• 12•-6' 7•-2' 12'-B' 75.0 127-0' r-Y W-61 6•-8' 101-6" W-5' 91-S 7-8' 12'-8• fi-T 6'-11' 92'-8- 78.0 9X-0' B-E 8'-6 6'-8• 10•-8• 8'-5' g1-3' 7'-8' t2'-6• 6'-I1' 12'-6' 80.0 SY-0' 6'-I1' 8'-4' 6'-5" 70'-3' LI-27 9'-O' 7'-5' 12'-6• B'-<' 6'-8' fY-6' 600 IY-'Y 6'-S' 61-11 6'-5' 10'-3• 6'-2- g•-D• 7'-Y 12'-6• V-8' IY-6' no 121-0' W-0' W-21 C-3' 9'-9' r-111 W-10' 'r-2!::42'-6' 0•-I' 8'-8' 127-8• 650 IX-Ar 6'-3' 8•-2• W-3' W-1• T-II- 6'-10- 7'-2" 12'-6• 6'-8' 1 -6• 004 W-t' 9'a r-8• W-6- r-0- t2'-5• r-tQ' 6'-<• 12'-B' 90A 21-D1 6'-1' 0'-0• 8•-1• 9'-11' -0• 8'-6' T-D- 12'-5' 6'-Y 1X-81 =a 121-0" 9'-1 7•-t0- 5•-11' 0-8 5-5- 81-6' 8'-10' 1 127-1' r-5' 6'-2• 1127-B' 05.0 IY-RS^ 51-11• 71-110' V-iP 9'-8' 71-6' 8'-5' 6'-f 0' 12•-t' 8'-2• 127-8' ttM.O 121-0' T-2' 7'-8' Y-9' 0'-T• r-O- E-0' 6'-8' 11'-9' r-Q" C-O' 1127-6' t00A iX-^J 5•-9' 7•-8' 5'-9' 9'-r 7'-4• 87-S• S'-6 11'-9- 6'-0- 12•-6• 108.0 12'-6' 6•-0' r-T S-8' r-tC 6'-8" Y-t0' 6'-6' 15'-6' B-8' S-tQ1 1 -4` /65.0 92'=ti 5'-8• r-7' 0'-8' 9'-4' ]'-1' 8'-3' S'-!' II•-6' B'-10' 12'-C SCHEDULEIV (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2h' (LIMITED LOAD,MULt.ION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ti)FOR END&INTERIOR MULLIONS FORA WALL MOUNTED MAX,SPAN(It)FOR END&INTERIOR MULL Ia FOR A GIVEN GIVEN A.S-D.DESIGN PRESSURE(p-s.11)AND FOR 12'.0'(CASE 11&8'-('(CASES la S 11)MAX.MULLION A.S.D.DESIGN PRESSURE RATING(oxk)AND FOR 12'-0'(CASE I)8 B'-0'(CASE III MAX. SPACING(6}' MULLION SPACING(H) MA)UMUM MULLION SPAN (R) MAXIMUM MULLION SPANUAX (1T) YAx G 4x65c1f4'TE7CK Gt 4'5SW4'THM G3 2'x75Af4•Tl4CK G 4•x6"tum DESM MULLION IAION G1 dM 010tHICK TG3 2` %i/41TM �sEs gSSnAIMMIJUM SPS . M1t 1j'1p tN 1 OLS w'R j1 a 'ULLIOU at 11 w.t wm(.f MCM p )utmcu mamew P. �s TM � SIN f 6e:rusrx( tf a1(1 r(ttNl M 11 m-w ROM (` (411 of ! (=1t f)t Mt @it Mt END (P-9W ('�• fit at £fit f4t Ot (=t (0)t Et31 11050M. DO wtEmR MC•ER"4.R DO RTER:OR MUL.LLON END LYOVA END 0RE910R MOERIOR ENO MOVOR 300 12'-0' - ,Z'-8' tY-6' 112'-B 12•-8' - tt•-D- 300 927-0" - t -6- 9X-5- 1X 11 112'-6' - 1111'-0- p� 35.0 12'-0' - 112'-6• TY-8' it•-11' 12•-6' - IY-0' 360 127-0' - 127-6' 127-8' ti'-81' 112'-6' - ii'-0' 40.0 12'-0' - 12'-6' it'-6• if'-<' 1127-8' - 11'•.0' 46.0 12'-0' - 127-5' 110•-11' t(Y-11' 72'-8' - 11•-0' M4" V12'-*'USE t ' ' • 10`-4• 110•-0• iz•-6' - 11'-0- _ ERIOR r - iz•-o• o'-<• 101-7• IX-6•11'-8• X-10' 10-1' /2'-6• LLION - I1'-T V-10• 10'-3• Ir-8•9•-5' 9'-111 Ir-8' 11'-p• W - it'-P 9'-5' 9•-11' Ir-8' - it SOA - T1'-3' 9'-<' 9`-,i' t2'-6' 300 8'-0' - 12'-8' tX-6' 1X-fi 12"-6' - 11'-0• f,•'��••`�••,• 30.0 81-D- - 9'-O' 91-0- 9'-SY 9.-0- - 5•-0• 35A B'-6' - 1X-6' 112'-8' 1127-6' 12,-r - 111•_0' .36.0 8'-0' - 9'-O' 9'-o' 9'-0' 9'-w 10.0 0'-0• - V-U* 94.0' V-01 9'-0• - 9•-0' 4aO W-O' - fX-6' tz'-6' 4X-6' 127-6' - 11•-0- MULLION)SPACING:'IS" 4a0 W-W - 9•-0' 9'-0' g'-o' 9'-0• 9'-6• 48.0 W-0• - 12'-6• 112'-6' 127-6• IV-61 - 11'-0- PlSEL. 50.0 8•-O• 12'-6' 12•-6• Ir-1' 112'-8' 11•_0• 50.0 8'-0' - 9'-6' 9'-0' 9•-01 9•-0' - 91-0' - 65.0 81-0' - 127-6' 127-6' 11'-8' 12'-6• - 111'-0' 8EA E'-0' - 9'-01 9•-0• 9•-0' 9'-0' 9•-D- 80Q 9-0• - 12'-z' 127-z' 11 4' 12'-z• tr-o• ' MAXIMUM MULLION SPACING SHALL BE SUCH cmw � 6'-0• - g'-o' 91-01 91-0• g'-0• - 9'-0• 50.6 6'-0' 1127-0• TY-0- 111'-4• 112•-00 111•-6' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT Geo E'-o' - 9'-0• 9•-0• 9'-0• 91-0' - 9•-0- Sao 6'-0 9'-01 g'-0- 91-01 W1 V* g-o DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 9'-0' - 9'-0' 9'-0' 9'-0' 9-0• 35A B-0' 9-1127 9-0 9 0' 9'-0• _ 9'-0' 75.0 6•-0' - 9•-O' 9•-0• 9'-0' 9•-0' _ g-O• 40.0 9'-0• 9-0• 9•-0• 9•-0• 9•-6• 9•-0' t MULLION ORIENTATION iS AS SEEN FROM THE 504 1 81-0' - 9-0 9-0 9-0' 9-0' - 9-0• 48.0 8'-0• - 9'-0'. 9•-e` 91-0• 9'-o• - g'-o• OUTSIDE(EXTERIOR)OF eRppHCT� 9" e'-0' - 9•-0- 9'-6• 9•-D• g•-o• 60.0 8'-0' - 9'-0• 9'-0- 91-0' 9•-0' - 9'-0' 111.=, �,l Ct1 90.0 8'-0' - 9'-C 9'-0' 9'-0• 9•-0• SSA W-1. - 9'-6' B•-0• 9•-0• g•-0• - 9•-0• 1 `i��..........x♦ �� 05.0 8'-0' - 9'-0' 9•_0• g•-p• g•_Q• _ 9•-p• CASCZ 60.0 8'-0' - 9'-0' 9'-0' 9'-0' 9•-T - 9'-O' ♦,♦♦♦ 100.0 VY a" 81-01 - 91-0' W-or 91-0' 9•-0' - 9'-D' - ♦ 4r• ' 76.0 8'-0' W-W 9'-D' 9•-0' 9'-0• 9'-6' ♦ ILr t♦tC s fJ L FLORIDA BUILDING CODE(Non High Velocity HDMeene Zate) 76.0 8•-0' I - W-w -9'-01 9'-0' 9'-6' - 9'-0' �; y' • � 02017 TA:ECO'INC. DRAM Br. Bao &-0' - 9'-O• 9•-0' W-9'• 9•-0• - 9'-0' J3 j �. Nautilus w eso a-0• - s-0• 6•-9'• 81-131• s'-o• - 9•-0• ��' A :� �� fia ingShufforSgstam ra124/n 90.0 8-0• 9'-0' a 2'• 27-9'• 9-0• - V 0' �♦ I O INC. DATE 95.4 6•-0• - 9'-0- T-8•• r-4-• W-0' - 9'-0• - •n •• �� 1tL1JT tESTWG h CNGWE[RWG CO4PANT EXPERT SHUTTER SERVICES INC. 100.0 T-0' - 9'-0' r-3'• 7'-0'• 9'-O' - 9'-D• y s/ •©•• �1111 nrs rsr,xe.a sew_x9,v ecaA nra0a,n 33, 152E S.W.MWoRE STREET 17-244 NOTE:USE AL BOLTtANHOR CHOR.SEE CONSISTS EDOF HILTI.INC ULES 820N SHEET 70A SCREW R POWER FASTENERS. QC 1.Id1 'e-mc>i 1w�ie:=at-o. w�ee �(a 71 aL`••rx�(37m FYI � DPAIIwO w WAL1Dtt&Tuff h.P.E. �m ne ear rm.roa net P.E.SEAL./SIGNATURE/DATE ROMA Lc./44157 SHEET 2S 12726 s SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING ftsl),& A T-(Y'MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&AND T-0"MAX.MULLION SPACING SPACING(ft)• (FT) MAXIMUM MULLION SPAN(6T) MAXIMUM MULLION SPAN(FT) UML Um A=.q q UIXUA 4-xS'xl4"MULLION GS 4-xS-x1l4"MULLION G2 4V'x1WTHiCK(3B'FLANGE)UUIUON 0M womm ©41X13W4'MUWON G1 4"x8'x114"MULLIONG2"4k� 1r iCK RAM SPACM RA7M SPAC9l6 GPmma (Pa•) UU' ORIINTATWN it WtlaR FMA(tt tt#2(0) oR1ETRAT ON Ff 6RFttfAttON$2(©) ORImumoll f #-1 OPoEN7 AN[2(0) �E) (�` OR Ei mvj(t T' 0F7:.71L1RC14 2(U) ORIENTATION 1. ORIENTATION/2(Q) O ZFTIfATfON F2( ) E:D INTERIOR ENO INfmmR END INTEF00R END 91TEWR EW END tamoR END ICIERIOR 00 L�lil1GR END IMMOR ENO INTEMOR ED INTEMM 30.0 7'-0' 12'-6' 12'-6' 12'-6' tY-6' 12'-6' tY-6' 12'-6- 12'-8' 92'-6- 12'-8' 12-6 7'-0' 12'-6' 12'-8' 127-6- 12'-S Ir-6' 12'-B' 12'-6' t2'-6' 127-6' tY-6' 350 7'-0' 12'-8' tY-6' 127-8' 127-8' t2'-6' tY-8' 12'-8' 12'-6' 12'-6' IV-6' 12'-6' 7'-0' 1�-8' 1'-6' 1'-6' 12'-8' Ir-6' IV-6' 1r-B' 12'-6' 12'-B' tY-6' 40A 7'-0' 12'-8" 12'-6' 12'-W 12'-6' 127-6' 12'6W 12'-6' Ir-6' 12'-6' 12'-5' 121-6' 7'-0' 1'-6' t2' 7 12'-8' 121-8' Ir-6' 12'-6' 12'-6' 12'-8" 12'-8' fr-e' 45.0 27-0' 12'-6' 121-0' 12'-6' 12'-6' 12'-6' 121-6' t2'-6' 12'-6' 12'-B" 121-6' 12'-6' Y-e W-8' 127-0' lY-6' 121-6' tY-8' IV-8' 12'-6' 12'-6' t2'-6' 12'-6' 60.0 T-0' 12'-6' 11'-Y SY-6' 1Y-b' t2'-6' 12'-8' 12'-6' 121-6' 12'-6' 12'-6' 12'-6" T-' 21-' i1'-7' 121-6' 17-6' 121-6' I2'-6' t2'-8' 12'-6' 92'-8' 12'-6' 66.0 7'-0' 12'-8" 1/'-3' 12'-6' lr-6' Ir-6' t2'-3' 127-8' Ir-6' it-8' 12'-6' t2'-8' A 27-8' 12'-8' 1f'-3' 12'-6' 121-8" tr-6' 12'-3' 12'-8' 12'-6' 42'-8' 12'-6' BOA 7'-0' 12'-6' 10'-iP 12'-6" 12'-6' 921-6' ft'-11' tr-& 121-6' 12'-8" t2'-6' 12'-6' 60.(3 7'-8' it'-6' f0'-11' fr-6' 121-8' 121-8' 11'-11' 12'-8' 12'-6' 12'-6' 12'-6' 65.0 7'-V i2'-6' 10'-8' 12'-1' tr-6' 12'-8' 11'-7' 127-6' 12'-6' it'-6' 12'-6' 921-6' 65.0 27-0' tr-B' 16'-8' I 1r-11 127-6' 1 tr-6' it'-7' 1 12'-6' 12'-6" 12'-b' 12'-6' 70.0 7'-0' 12'-6' t0'-5' 11'-6' tr-fi- IV--6' 111-27 tr$ 12'-6' tr-6' 12'-6' 12'-6' Y-O' _IV-6' to'-5' 11'-6' 1r-6' 127-6' W-3' - I2'-B' iY-fi tr-B' 12'-6' 76.0 Y-D` 12'-t' 10'-2' f0'-41' 12'-6' 12'-6' 11'-6' Ii'-tY 127-6' 12'-8' 12'-6' tr-8' 7'-6' /r-t' t0'-2' td-11' 12'-6' 12'-6' 11'-0' W-11' IV-Ir 12'-8' tr-6' 60.0 7'-0' it'-6' 9'-11' _1o'-K IV-4' 12'-6' l0'-10' It'-S' fY-6' 12'-6' W-11' 12'-6' 7'-0' 11'-6' 9'-IY 16'-6' ir-4' 12-6' 10'-t0' it'-5' 12'-6' W-11' 12'-6' 65.0 7'-6' 11'-0' 9'-9' l0'-Y 12'-1' t2'-8' IW-' 11'-0' IV-6' 12'-6' 11'-4' 12'-6' 7'-0' W-0' 9'-9' 16'-2' 12'-i' Ir-61 10'-7' 11'-0' 1'-6' 11'-K 127-6' 90.0 7-0' 10'-7' 9'-T 9'-16' 11'-10' 1t-5' to'-S' t0'-B' 12'-6' 12'-Y 10'-10' f2'-6' Y-6' 10'-7' 9'-T 9'-t0' 11'-10' 12'-S' 10'-5' 10'-8' 12'-6' t0'-1127 12'-6' 9" 7'-0' 10'-2' 9'-5' 9'-6' /l'-T it'-11' 10'-2' to'-4' 121-8' It'-9' 10'-5' 12'-6' Y-D' itY-2' 9'-5' 9'-8' 11'-T it'-11' 10'-2' t0'-4' 12'-6' f0'-S' 127-6' 100.0 7'-0' v-10' 9'-3' 9'-S' 11'-5' 11'-6' 10'-0' 0'-1' 12'-6' W-6' i0'-1' t2'-8' QQO T-6' 9'-10' 9'-3' 9'-3' 11'-S' 11'-6' IW-O' f0'-1' 12'-8' 10'-Y 12'-8' to6.0 7'-O' 9'-6' 9'-1' 9'-t' 11'-3- TI'-2' 9'-10' 9'-f0' 12'-6' 11'-1' 9'-6' 12'-6' 7'-0' 9'-6' 9'-f' 9'-1' 11'-3' 11'-2' 9'-10' 9'-10' tr-6' 9'-6' 12'-6' 110.0 Y-0' 9'-3' 8'-11' 6'-tCP if'-I' tw-101 9'-9' 9'-T it-6' to,-9' 9'-5' Ir-6' 7'-0' 9'-3' 8'-tt' 6'-10' I1'-1' 10'-t0' 9'-9' 9'-7' 12'-8' 81-5' t2'-b' 1150 7'-0' 9'-0' 8'-10' B'-7' 17-1t' 1 10'-7' 9'-7' 9'-5' f21-6" t0'-5' 9'-11 12'-6" IfLa 7'-0` W-O' 8'-10' W-7' t0'-11' IO'-7' 9'-7' 1 T-5' t2'-6' 9'-1' fr-fi 120.0 7'-0' 1 B'-9' 6'-8' B'-6' 101-fe, 10'-3' 91-5' 9'-3' fr-6' 10-2' 9'-10' 12'-6' 12MO 7'-0' 8'-9' B'-B' 8'-5' 10'-$' 1D'-3' 9'-5' 9'-3' 12'-6' 9'-f0' I2'-G' 1250 7'-O' I 8'-6' 8'-7" 8'-2' 10'-7' t0'-427' I 9'-4' 9'-1' 121-6' 9'-11' 8'-71 12'-6' 125b 27-8' 8'-6' 6'-7' 8'-2' 0'-7' 10'-0' 9'-4' 9'-1' 12'-6' 8'-7- 12'-6' 130.0 Y-O' 8'-4' 8'-5' 8'-0' 10'-6' 9'-9" 9'-2' 8-11' tr-r 9'-9' 8'-5' 12'-8' 130.0 7'-0' fl'-4' 8'-S' W.I. /0'-fi 9'-9' 9'-2' 8'-11' 12'-6' 8'-S' 12'-6' IMA 7'-0" B'-2" B'-4' 7'-9' LG-4' 9'-7' 4'-t' 6'-9' tY-8' 9'-6' 6'-2' 12'-6' 7'-0' B'-2' 0'-{' 7-9' W-4' 9'-Y 9'-1' 8'-9' 12'-6' B'-2" 12'-8' 140.07'-6' 8'-0' B'-S' 7'-7' W-1' 9'-4' 9'-0' (i'-T 12'-8' 9'-4' B'-0' 12'-6' f4c.0 7'-0' B'-0' 8'-3' Y-7' to'-3` 9'-0' B'-7' 12'-6' 8'-0' 1450 7'-0' T'-10' 8'-2' 7-5' 91-9' 9'-2' 8'-10' B'-B' 12'-6' 9'-Y 7'-t0' Ir-6' 1410, 7'-0' 7'-10' 8'-27 71-5' f0'-1' 9'-2' 8'-f0' B'-6' 12'-6' 7'-10' 12'-6' T503 7'-O' 7'-8' 8'-1' 7'-4' 9'-5' 9'-0' 81-9' 8'-4' 12'-6' B'-11' 7'-8' 121-8' 150.0 7'-D' 7'-6' B'-t' 27-4' W-a" 9'-0' 8'-9' 8'-4' 12'-6' 7'-8' 12'-6' 155.0 7'-O' 7'-6' 8'-0' Y-2' 9'-2' B'-ib' 9-8' 6'-3' i2'-S' 8'-9' Y-8' 12'-6' 156.0 7'-6` 7'-8' r-0' 7'-2' 9'-10" 8'-10' B'-8' B'-3' 12'-S' 7'-B' 12'-8" 7-11' 7'-8' I 8'-10' B'-8' 8'-7' 8'-1' Ir-2' B'-8' 7*-5' 12'-6' f6oA T-0` Y-{' 7"-il' T-O' 9'-9' 8'-B' 8'-Y 8'-1' / '-2' 7'-S' TV-S' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION[SAS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION z a INTERIOR p �- MULLION 41 ,�1V 7•�= FLORIQA BUILDING CODE(Non High Vclocity Burlcnno Zone) . •�, '�' •, 7f^'S F�f= 02017 MT=Nr_ Nautilus 0�N'ft MULLION SPACING:"S" .7# C ` Syskm 06/24/17 a »(►.,�.• JI 'L ECi ssPAW EXPERT?SHUTTER SE626 S.W.SUEJORE RVICES INC. 17-244 �y nA1 6� t11 emrt"x2.4Reco0eols�un PORT ST.LUM FL 34984 S7,-= DRAWING No E9-0006719 MOM(t'LO)7.D-000.G.rIJL•c71]) N.LLTER A.MUT.4.PT as 4n nrt P.E.SCM SIG A QE DATE FIcRaA 6.1 44167 . SHM 26 or 26