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Home My WebLink AboutProduct Approval t r 10VASM SCIS tiome i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact us ( eas Site Map Links i Seamn �f!C1c1 r Oili'm Product Approval USER:Public User Prodoct Aonroval Menu>Produrt or Anniirotion Swnrrh>Annlication I isl>Application Detail ,.,: r•_: FL# FL12246-114 JAN fi 9 novo Application Type Revision Code Version 2017 ST. Lucie County, Permitting. Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore S %OPY Port St.Lucie,FL 349 (ort St. Lucie, Ex caliexpert@aol.com Authorized Signature Michael Heissenberg caliexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com QualityAssurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilsit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence Flt 2246 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 Sections from the Code 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 HVHZ:No FI 12246 R4 I) EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes42 4_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 FI 12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at S'-0"span with 1/2"slip. 244 PRODUCT EVALUATION REPORT.PDF See sheets 15,16 and 20 for additional pressures and spans. I Created by Independent Third Party:Yes Back Ne: contact us::7,601 Blair Stone Road,Tallalnssee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,;:Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity,instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850,487.1395,'Pursuant to Section 455.275(1), Floddastatutes,effective October Y,,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls 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 dick here. Product Approvai Accepts; N.I.R. itrxt Credit Card Safe ,NERAL NOTES: 8-ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.f:AI1 WS R'OLUNG SHATTER SYSTEM SHOWN ON TMS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICIBIE SECTIONS SHOWN ON SHEET 9. 11DWED FOR CONPLW%VE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE NAUTILUS R0/WNG SHUTIER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE(WINS-CARE -3/8'oxt 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. /6ROWARO CC+;INTIES), -1/4brz3/4'SOLID-SET MANUFACTURMANUFACTURED BY a1 INC. INC. -3/8'o KWIK BOLT TZ MANLUFACTURED BY MLII, NC DESIGN WEND LOAM SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16-0 TAPCON MANUFACTURED BY RY!BU[LDEX,INC FOR ABASIC W'.NO SPEED AS REDUfRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A CIRECTIONOILOY FACTOR Kd..0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INO:CATED BLLOVi OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM(ASEDGE DISTANCE AND EMBEDMENTS ARE BOR AB ANY FINISH MATERIAL.D.)DESIGN PRESSURE RATINGS DCWED ON SHEETS 15 THRU 18&20 11-RU 26. EMBEDMENT 114 ORCER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN W1ND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL 0E FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 10OXG EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRO 18&20 TKRU 26. 3/8'0x1 1/4'CALK-IN 3 3/4- 4 !12- i 1/4'(3000 psi) NOT ALLOWED 2.w CROER TO VERiY THAT COMPONENTS AND ANCHORS ON THIS R.E.O.AS TESTED WERE NOT OVER STRESSED. 1/4-x3/4'SOLO-SET 3' 3 7/6'(3000 psi) NOT ALLOWED A 33%IICRPASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HDY USED IN THEIR ANALYSIS.FASTENERS 3/16"[TAP BOLT TZ 9' 4' 2 1/2'(3000 psQ NOT AOT ALL SPACINGS TO W003 HAVE BEEN DETERMINED IN ACCORDANCE WITH NDS.2015. 5/16'o TAPCON XL 3 3/4' 3 1/8' 2-1/$(2899 psi) NOT AVOWED HAD.3'US ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC R:SSTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHS 10, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH ANA, 11, REQ 12, UFO 13 L 13A. ' FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05.E 1656-05 AND E 330 STANDARDS,QUALIFYING IfSTALLAINONS F. WOJD ZONES 1. 2,3&4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION 11MA LAITONS,AS DEFINED BY SECTIONS 621.1,6.2.1.2 AND 83 CF ASTM E 1996 SEE SHEETS 19&20 -1061K BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HULTI,INC, FOR ADDITIONAL LIUTATTONS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI,INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL AUTA0UU EXTRUSIOLtS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4,ALL SCREWS:(VTZPT END RETENTION SCREW_©)TO BE STAINLESS STEEL 304 OR 3t6 SERIES WITH 50 W EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. WEM STRENGTH AND 90 W TENSILE STRMISIS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON EMBEDMENT 0 100% 50018,AM SDS.ARE TEK SCREWS MANUFACTURED BY TN BWLDEX&SHALL COMPLY W ING GROUT FILLED OR COLE SECTION 241133.4. /FLORIDA BUILDANCHOR SPACING 0 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK 3/4.0 KWIC BOLT TZ 27' 9' 4 3/4'(3000 pso NOT ALLOWED 5,BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 364 OR 316 SEAS STAINLESS STEEL WITH 36 ksl MINIMUM 1/2'0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELO STRENGTH, 3/8-0 KWIK BOLT TZ 6' 4 ye- 2-(3000 PSI) NOT ALLOWED 8.NAUTILLIS ROTUND SHUTTER SYSTEM BEARS U.S.PATENTS#6,095,225 AND 3/8'0 HUSSCREW 4' S 2"(3000 PSI) NOT ALLOW( #7,409,980. 3/B-WEDGE-80LT 4 1/2' a 1/2' 2 1/2'(3000 P5O NOT ALLOWED 7, ANCHORS TO WALL FOR(g)SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 NIS-H SCIiDI OR VMS BOLT 6- 6' s (3000 PSI) NOT ALLOWED 5/8-UR-N MV OR WAIT:BMS 7 1/2' 7 1/2• 2 I/Y(3000 PSI) NOT ALLOWED (R)TO EXESTM POURED CONCRETE:MIN.3000 P.s9.COMPRESSIVE STRENGTH. I1.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REIAAN IN CONTINUOUS CONTACT WITH THE BUXOM -5/1610 TAPCON XL ANCHORS AS MANUFACTURED BY RW BUiLDEX,INC. TO PREVENT WND/RAIN INTRUSION.CAUIX AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8`0{NRK BOU 3 ANCHORS AS MANUFACTURED BY HiLTI,INC. 12.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1)(Q.TUEPA EUBEDUENT INTO POURED CONCRETE SHALL BE INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CCNCRETE BLOCK OR WOOD FRAME BUILDINGS, 2 1/4-FOR 5/16-6 TAPCON XL ANCHORS&2 1/2-FOR 3/8.0 KWIK BOLT 3 ANCHORS. NO 0AMDM INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2)MINT!"EDGE DISTANCE(ED.) INTO POURED CONCRETE SHALL 8E 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL. 4'FOR 5/16'0 TAPCON XL ANCHORS&5'FOR 3/8'0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FCCS€i UATERAL. 15.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT La.WHERE THE SITE 43)IJ CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS 0E FOUND ON CPO ITIONS DEVIATE FROM THE P.E.D. THE EXISIwG WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS (g)TO FASTING GROUT FILLED CELL CONCRETE BLOCK WALL-ASTM C-90 P.E.D.PROVIDED HE/SHE DOE'NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOMMENL CONSTRUCTION SAFETY AT SITE IS THE _ CONTRACTOR'S RESPONSIBILITY. -5/16-TAPCCN XL ANCHORS,AS MANUFACTURED BY ITV/BUILDEX.INC. (c)THIS P.E.D,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF 5/1670 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENCINEM OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNE SHALL BE 2 1!4', RECORD(E.O.R. FOR THE PROJECT D WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS KD EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENAND TO THE P.EO.ENGINEER,594U SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 0,2)MINIMUM EDGE DISTANCE(E0.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE _ BLOCK SHALL BE 4.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e)THIS P.E.D.S ALLPREBEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRQFFMONAL ENGINEER OF 0.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT LUHUF TbR✓ia%S),ABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILD 0 WqAM SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF THE FIORDS BUIIDOIG CODE y BE (C)TO EXISTING WOOD FRAME BUILDING,SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (0=0.46)OR �•� Q. TH STATE'OF TO SOUTHERN PINE#2 W/G-0.55 MIN. \P ,• W. FLORIDA BUILDING CODE(Non Wgh Velocity Hur7Toane 7toc) -51Wd TAFCON XL ANCHORS.AS MANUFACTURED BY ITW BUILDER,INC. ; t t 02017 TQIECD atc. • 1'Pitl1N ez L No 44167 : Nautilus C,1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL1 T THREADED PENETRATION. Rotting ShelNerSpsteUm ta/2s/17 NO EMBEDMENT. INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. .p- 'L E C Q eom IA7B s \ 7ayrt TEST NG a ENGINEERING wYPANI EXPERT SHUTTER SERVICES INC. C.2)MMAUM EDGE DISTANCE(E.D.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 i/4'.EDGE DISTANCE IS i Q \\ TIU nr..cr.u. &so INEE ING C,n slue 1616&q.BI.TMORE STREET BEYOND ANY FINISH MATERIAL t � .�' \\ aa.:1xrsan-,sm.ra Dm��_uTI 17-244 PORT 5T.WOE.1L m) C3)N CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON S AL 7Ij111\7 g E Pvae'n�7�a9-as°•n°"O>zl an-os9° w THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND T1nraDA Tt t>µl67 n " 51¢LT t mffi SUCN PANELS. P.E.St!AQ•.AroN/A9kc/DATE !t1 #2 #3 s#ro4 .605,# .m6 zw A#6rr. #w9 'ssLO oETw �4 S` »r<sr32u 6a 2160 06o F oo5j,2 uZ=01" ..'• s,7 sr (TYP') ."'D�•A p _ sruusssrmnas0( r � � a�>�� 8. (�,YP.• � TFa155FffJ0TdOrA1DLETN(lAOHOT Krax�� /,7lSRC1�xIFMdR TFLT£ADHON tTA+tr R+s.r P1AH- P+d76• IR1Bt5• P1.997• Pa.+•9' R,a9r PTA9e• ,�.6a,• 8 '_ OPTION AT 9 nflotnNic1 t; OPTION 92(WIVIMiER)F sg +�+g, >r �•-aErc voWSTaaaEssszE SCREW n ;1 ,� t •I , 9 COATW%%MA=VEN si DeTAa,C yd {S 8 GIRO TUREE ANnCOF60 ON •••tr • 49 :.ve � COATIMSYSTELAASMI&IFACRF01 R0a0. , 0Y6UN6El.TCCAT ALLC ` jd •7A nA SLATS IMA IaIlY MSYRDAM, '�'• 1Tr �. I OQ,g '�(^ Aw a I; F7ue1g8.9 kNR851E(i1sEPLR(9 Tom' 'n°• 74r —.75r �'1 0 ® STARTER SLAT Y 0°' r E,,-A MOWGALLO TsawUM MALLOY scAle+a•r OB BASESLAT tp FY-31.61d(rtdM) OETAIL•8 GC61TBALLIUMMALLOY 9 _" scuE 1rr•r STALE:t,7-r —�sTs am• 3g1 MO• ACETAL BUSHING'* �.fd'rL'EG' 'f sT4' C•,74.1a.'D• 0 �• �• A. - NSE Y90PRON9H AND/21 }� .+3C .+ss• 8 AM• 7a .1m• �r (F BUSUNOSOECs: 8 g a4o' 1 MM' M 1A OW 37T1d u4Trm) s:s ^+.em—L——tAw a 1 © BUILD-OUTTUBE Awa 6eo1�1s� GOZIT6H.ULtiftUM FL.OY 2WNOTCL0AE.IPACT.86k11M £JLE,4'•,- L-1 � •'0° —I ©RETAINING SYSTEM:SCREW+BUSHING @ SIDE RAIL N O BUILD-OUTTUBE E1 BUILD-OUTTUBE �uEf7R 6063-TIAL MMJMALL 6053-Ta ALUMWM AU OY .ue. E06ST muffUBAFLLOY SCALE:Ur-r SCALE:I/T'•1• •1 *MUST EE Revr-Alm SY swim _ ( RISACTIAREP.TO AU"FOR A MM ULIM •y0y— fLtKO• 0.480'CLEAROM 8L7MEEN SCREW READ AIM CAVITY WALL AT NCN WJRRIWX POMIONS. BUILD-0UTTUBE W53,"ALLRARWALLOY �•�, ECLLE 1rr.r OH tra•004•MVIBURDEXTEKSCREW a4o- CARMUSTEEL -pn+a OI 5/16101TWiBUILDEX TAPCON XL ANCHOR CAM ON STEEL 6013E 1?•,' saw ao60 @K STORM BAR _ �............. JO 318.0HILTI.INC.KWIKBOLT 3ANCHOR 6066TOALLWAILLALLOY 4x7 MULLION, CAR13MSTEEI. ��•+ QF TRAPPEDANGLE © 4x6 MULLION G1 4x8 MULLION T��V 6cue+Yr•r 605,•TeutncRUMµ '•. 006116ALUTAUUMALLOY 1r V 6%1.5ANUM"ALLOY 6061-TAEUM(NMALLOY 6C ;3WV.\11 .,�•✓9'.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 30 r ,\ 02017 nTECO WC, Nautilus auii�us GNAMJ BY. 44167? L` `_* TITC O fIN RaRLIg SbnHerSyaMTn 09/21/17 F cr � EXPERT SHUTTER SERVICES INC. GAre .S1•• (y \\ T,LM TESTING h ENa1NEERWG COMPANY _ \ 6u+k..eer.sa,v.mA wme+ujmP+i,n Aue 1626 S.W.f3>LTIIORE STREET 17-2$4 O� URI \\ f,,.,.,004107,-talo.r:i+ra14+,-m, PORT ST.LICE R.34481 OPAWM M. COMPONENTS .Fc 6. �-��1«G� 1+0[(6061 749-9Sa.M(m1 67,-090 1S.... .. ( EE-DO06719 WALTER A.TUff E DATE FLORM Lle 0 u167 A //^- S14M 2 OF 26 f.' I i 14 44 1 1J 14 1 21 �. • 0 4 O • 15 • • 16 1 HOUSING ND CAP 2 HOUSING(BACK&TOP).040 THICK 19 ° 3 HOUSING(FRONT&BOTTOM).040 THICK • © '� 4 SPRING BRACKET SO J,p 5 SPRINGASSEMBLY 1 4 �• ° 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) r• I n' 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT -\ 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 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 22 GEAR-PLASTIC OR 7AMAC CASING. 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END QAF?IASSEMBLY COMPONENTS 10 11 , �✓ ��Q.•' C S '•9 FLORIDA BUILDING CAGE(Nan H1,h Velocity Qurdcone Zeno) . No.44167 `: o2017 7LTECG IIIC Nautilus CRAM ft 600, tt � *� •* RotiiagShnt(erSynlem 69/24/n .0. $1 1L. E C O mc. EXPERT SHUTTER SERVICES INC. v uRt �O+.y�ec6R �� 1•\ TILLIT TESTING a CNGINEERMG Cb YPANT pT 1 w x..xm s o..tts ww.r+cR*c n.vue 1626 SM.a LTUO;M MEET 17-244 sx.r„: PORT ST.LUcr,ti 74964 _ • (' t� , moa 6,006719 OaAWaIG Ne Ed-0606719 GW11(6Ca)719-9C.:9./�[TR)Mmwsnu 4R WALTER A 14111 Jr.P.E. •' ®110' P.E.'SU* wgAURE/DATE rLo.Uri 44197 1 m1•.•„ . sxEEr 7 orx r BOX DY/6 & Y/7 BOX D V/9 K S EAR D V/9 K REAR �Y/6 11 Y/7 l END CAP END CAP END CAP 1 END CAP 91 SLATS SLATS S2 J2 LATS SLATS SLATS SUBS 6 SLATS STATS 115 p j5 LATS r SLATS (8 suis /8 mi9J 9/8 SLATS 8 0/8 0/8 0/8 0'/6 7 cJ T SLATS �� SLATS !��(T�YPEO- EATS D END) (TLP. Ea. END) g SI TS " SLATS q A (TLP.) (TLP.) fI f0 SLATS i SLATS I L 1 STORM BAR SPACIN B �Y/6 & Y/7 (sEE sHE�� B Iwo � V/9 �Y/G & Y/7 Moa.SLAT SPAN (SEE SCHEDULES ON SHEETS 15&20) Mo.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** (SEE SCHEDULES a+SHED'I5) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION Wf STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GNEN A SHUTTER HEIGHT; * CASE T: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0•APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO i (o)CURTAIN SHALL START W/11 SLATS AT TOP, FOLLOWED BY 02, p3, .....THEREAFTER,ALL TFC WAY C(71+1L EACH SLAT 11 SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUN33i.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW$i SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER ..I..,,,,,, 14STALLCD BEFORE BOTTOM SLATOMAY VARY WITH SHUTTER'S HEIGHT. . Vi. (b)BOTTOM SLATQMUa......ST BE ALWAYS INSTALLED. 1111� ✓ •: «* CASSS 2•,SHUTTER HEIGHT LARGER THAN IV-O'APPLICABLE TO INSTALLATIONS W/O STORK Q ;'•V' ••••L• FLORIDA BUILDING CODE(Non lTgh Velocity Hurricane Zone) BARS AND W/OR W/O NULUONS IV/HEIGHTS LARGER THAN 11'-0-. N0.44157 1 02017 TEVECO INC. Nautilus L.C. (a)CURTAIN SHALL START Vt/11 SLATS AT TOP,FOLLOWED BY 82.#3,.....THEREAFTER,ALL 'l4': * �• THE WAY DOWN.EACH SLAT I SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT � RollingShutterSyatem wm/17 NUNBEP-PROCEDURE FOR ADDING SLATS DOWNWARD BELOW Q1 SLAT SHALL BE 1L E C Q INC. oA1E CONTINUED UNi1L X10 SLIT IS INSTALLED.AFTER 810 sur IS INSTALLED,ADDITIONAL 910 1ILUT TESTING&ENGINEERWO COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. _y� ••.,�V RLti G•\C,T my Na xm.n.s..wf,�,cc+a r.Imnt n m'" 1828 S.W.8311ru RE SmEET 1 7-244 (b)BOTTOM SLATQB Must BE ALWAYS INSTALLED. +•'' 'P'��ONA1-`��L'1T, �,••®I 11�m I_'�1 P1Cca(m1�amo�Ami(m 671-m;a DRAWMG Nu P.E.SEACISY TURE/DATE WATER L�9 u16i �• n �. SN¢r 4 01`20 r e Nos.11=4 SPACPIG W-1/10 OR W-2/11 OR G or� or 0 OY SR EFTS 224,SEE k 26) I Ga OSTORU OSP� ID W-3/11W2 UU UWW1 SPACY� 1� o REAR DW-1/10 OR W-2/11 OR F� W-3/12 OR W-4/13 BOX ( ) SEE 513iEDULE v/9 (TMP•) @G?Or G or °Y sx it oN SHEETS 24, 25& 26) / ' . /:%%r= ;/::r/,/:;lf,: •ii•%'/% ,•t. :/ijii//./ii. .•%''%:%r/'�'/J,ri:%!%i,%:'%%r'/.:%%. BOX END CAP 1 —I I END CAP ii II 1 II II I i' 1 I I I I SLATS I I I I I SLATS 1 I I I I (I'2 I I I I I #2 I I I I I SLATS I I I I I SLATS 1 II II I II II 03 ,� ( I N i i i i i SLATSN a i gP scars I i t 1 1 ttATS N yd I I I I I SLATS 1 11 11 a I II II e I t l I I y d +^ I I I I I 8 1 1 I I SLATS7 N m I I I 1 1 SLATS zg I 11 3_ ® 1 I I 11 #6 S=ago 1 I I I I SLATS <y Q/8 1 0 8 1 1 SLATS N C o 0/g 1 0 8 1 1 Z I II II I II II gs 1 II 11 7 5p SB I �� !I e7 A i' S „ I I I I SLATS o (Typ.) I 'I R/8— i i R 8 SLATS o o N (Typ,) 1 R 8 I I R 8. z or or d6 +u pN i i or or dB qj L R•/ I I R•/ SLATS m .I v 1 I I 11 R'/8 I I ::R/8.,' SLATS I I I D �+ - R/8 D (Typ. Ea. END) R�g i I i i (EYP• Ea. END) R/g i i R/g i i SLATS + R/ 8 I I R/g {i suns or Or 1 1 I I Or j j Or a 1 1 1 i t I —R'/B— I R'/$ L I I I I I I R' g I L R'/g I I 11 I I I I SLATS SLATS � •'l• •'i''/%...! r:ir:/ryr•.:!•''"'%;:'''• .'i.. .. .'r. •'i%�.' ''r�'/.r.• r�•�r r•�/.• i::'/'/'i i:'i,:r •r..:'"%;'. W-1/10 OR W-2/11 OR g MAX.STORM BAR SPACING" r 10 OR W-2/11 OR B W-3/12 OR W_4 13 (SEE SHEET 22) W-3/12 OR yy-4/13 V/9 Max. SLAT SPAN I Max. SLAT SPAN Max.SLAT SPAN Max. SLAT SPAM May. SLAT SPAN � Max.SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE 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 Z MULLION & WZO STORM BARS W/ MULLION & Wf STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALATION GIVEN A SHUTTER HEIGHT: * CASE Ij SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O'.APPLICABLE TO INSTAUATIDNS W/O STORM BARS.'N/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START W/81 SLATS AT TOP, FOLLOWED BY B2. #3, .....THEREAFTER ALL THE WAY DOWN.EACH SLAT 8 SHALL CONSIST OF FIVE(5) SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ""'••• COMPLETED.QUANTITY OF 11 SLAT SHALL E CONTINUE UNTIL NUMBER IR NSBAU.ED BEFORE BOTTOM SLAT B LAY VARYT IS A.WITH �,T'�'� �• �R T, SHUTTER'S HEIGHT. ` (b)BOTTOM SLATQB IAUST BE ALWAYS INSTALLED. ; A�VQ` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zom) ** PAGE 2 SHUTTER HEIGHT LARGER THAN 11'-0'APPUCA13LE TO INSTALLATION W/0 STORM BAR AND V!/ •• ~ 7 °2°+'mTEt°cal° Nautilus °a�°' MUWONS W/HEIGHTS LARGER THAN ti'-O'. * °* RollwgSAnHerSystom cats/n (0)CURTAIN SHALL START VJ/01 SLATS AT TOP, FOLLOWED BY#2, #3,.....THEREAFTER ALL THE WAY IL E C O ewe. EXPERT SHUTTER SERVICES INC. OATS OOVM.EACH SLAT 8 SHALL CONSIST OF FNE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR Oj(••'• R 1 TLLLIT TESTING![ENGNEERWG C011PAHY A 00.G SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL 110 SLAT IS INSTALLED.AFTER FPn•' � 1 111 °meg:,. mT9i,�, A ,p,. ,nituu 1628 S.W.B9ILIOAE StREEf 1]-244 10 SLAT IS INSTALLED.ADDITIONAL 10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER iV IL e- I.13aoeaoL— PORT sc o.'m 3d28t DRAWING w (NAl 1 1 Ls-awene l 7�9-90.'6.PAC m)8Tl-M2p HEIGHT. 1 WALTER A T0.1R Jr.P.Lo'm"" t'" (b)BOTTOM Sul QB MUST BE ALWAYS INSTALLED. P.E. S IGNATURE/DATE FLORIDA Lid 11157 ao,wr I+ SHL[T 5 o<2a 5/16'0 TAPCCt1S X0..W/ POURED x-5/16.0 TAPCONS XL W/2 1/4'Min. 1'x1"i1/8'OR 2•x2"x1/8" 1/4'0x3/4'ITV!BUILDEX TEK SCREWS 2 1/4'M'm EE(�=D1.477f CONCRET - EMBEONENT& 1'O.D.a0.060'CALV, ALUMINUM TUBE V!/ 1'O.O.a0.060'GALVANIZED STEEL & 1 O.GsOAEO'CALV. % REO'D STEEL WASHER®24'o.e. % WASHER TP 24'o.e. 5/16.0 TAPCONS XL W STEEL WASKER 9 24'o.e. / 2 1/4'L6n.EMBEDMENT ° m 24'o.e. 1' POURED WICRETE POURED CONCRETE ; OR GROUT FILLED 1 OR GROUT F1!lED {; CONCRETE BLOCK I i CO:ICP.EJ' WALL REQUIRED. - WALL REOU6+.£D, ° I1 I EDGE 0�— .....— EDGE 0� _1 _____ OPE7101, MM OPEf6NG ' M ` EXISTING " O DusTuir 1' { f E7tSTW5 , GIJSS—�� CLASS; G1A`S--1 (BEYOND) ;; (BEYQI,TJD Ij I (BEYOND) SFE ANCHOR 7 % i'`' i7 SEE ANCHOR W _ SCHEDULES ON , d SCHEDULES ON h SEE ANCHOR F = SHEETS ts, 17 &1�Tr f6. 17 SCHWULES ON ( w�' & 18 F o SHEETS 16, 17 zo � A & Is { A !i A wn,SEPARATI0.1 Min. SEPARATION ;� 3 Min.SEPARATION TO CUSS W TO GLASS W TO GLASS I; j j I fXI1:RIOR (SEE SCIMIES, EaMOR v (SEE SCHEDULES, aaEMOR W (SEE SCHEDULES, Uv SHEET 15) ON SHEET 15) I; / ° 011 SHEET 15) a D y / ©ORQ qw— IMF 0/8 0/8 0/8 ° 0/8 0/8 i 0/8 POURED CC1ICRc'TE OR GROUT f POURED CONCRETE{I CONCRETE BLOCKip CONCRETE/ OR GROUT PWK11 I E OR GROUT FlJ.EDK CONCRETE BLOCK ' 'NALL RECU:REO / CONCRETE BLOCWALL REQUIRED. { WALLREQUIRED. C EDGE OF �� ;, / EDGE OF /{ OPENING II 1 OPEtUIt ; ;; 1 B �, .._.. B 2 1/16" I II 2 1/16' I -•� U?N.E0 ` £p / MIN. E.0 1 —EfV- 1 1/2'x1 1/2"a0.062'xCONT.ALUM. 2'x4'xO.062'xCONT. ANGLE W/5/16.0 TAPCONS XL W/ / 1• ALUL1.ANGLE 5/16.0 TAP=is S0.W/ T 2 )/4'ltin.EM6EDMEt4T A 24'o.c. POURED CONCRETE 5/16.0 TAPM14S XL W/— / T 2 1/4-Min.EUEE-ECIVEtR (f c-3 ksi Wn.)REO'D, 2 1/4'Min.EMBEDMENT / O 24'a&. 0 24'o.c. WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILDOUT MOUNTING SECTIONS,14 ,rr,"` :t! ir •. •, ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02017 m7Ern nac Nautilus °�1°` INSTALLATION DETAILS ON EXISTING POURED s No.44167 Roifingauffers"tem 9aA4/n CONCRETE OR GROUT FILLED CELL CONCRETE �* 9'' � —IIL�ECOme. a,E BLOCK BUILDINGS • nun TESTING&EHan1EERINC COMPANY EXPERT SHUTTER SERVICES—FN C. ti• ! kr w xa•.xu.a,v..zs wva.r+Acna n.slue 1626 S.W.BILTUORE STREET 17-244 Q 1` r s.:lx0xnl-law.ro,txamn-w1 'dy/t'•'•••0 \ 11\ e-mo2:LTttoOPal.cam PORT 5T.IUCr.FL 34994 DPAWM Mo SCALE: 3/16" 1' tC1? 1 09-0906719 PNo.F:(800)Tao-WM,r x.L7n1 871-oro WALTER A.T&LIT&.P.E. r.R eu.r ouv.Yvu n*[ •• DAT£ a".L'e./sa167 1 as Ism. M SNEET 6 OT2a ••Y1 / f4 EXISING WOOD— EXISTING WOW 5/;To UPCOI4S XL W/ 5/18'0 TAPCOtS XL W/ TRUSSES OR RAFTER TRUSSES OR RAF1E 2 1 2'LCn.PEN'EIRATION 2 1 Yin.PENE7RAibtJ t/4'0.3/<'fM f3tALOIX 1'xf'a1 8'CR 7/4 0/4"ITW DUIDIX / /2_ 1'x1'0.1/b'OR / TEK SCREWS W/ &1'O.D.x0.060'GALV. 6 1O.D.x0.060•GAM TEK SCREWS W/ EXTS=WOCID EXISTUM WOOD 2•a2'xf/e' 1'ODs0.060•GALVA.WD 2'ax'af/a' 1.0 CALVA/aZED SSSS GR RArTEFL STEEL WASHER O 24'ac rTRu5SE5 OR RAPIER STEEL WASHER O 24'as. ALUYINUY 7118E ALU1R'NY STEEL V41SHER O 24'0..a STEEL W'ASN=�O 2<'o.c. I 5/16,0 TAPCO-S XL 5/16,0 TAicatts XL W/2 1/2'tCn. W/2 1/27 1417. "r_ FEM1c ON PENETRATION (2)IW OR (2)2•x4.OR 1 i8'CC`'[T I 27x6'CONT ; (2)2•x<'OR I (2)Yx4'OR WOOD WADER WOW NEMER 2•x6'WtR. 2'x6'CONT RLOUTiED I REQUIRED WOOD NEMER 'u00D NEMER �.: REQUIRED REOIIIR£D CCE GE EOCE I ECCE = I M vi EDGE I t M cFEllnu 1 M o ovurxG �� I_ M OP-12 1 � cFEN Nc D o D EXasL r c 1 II; y COSTING E%ISTING CLASS 1 I p EXISTING ��,= GLASS Dam DI1Qdp(( (BEYOND) 1 Tj, GLASS 1 A 1 t ®Ga 3 i A @oR 3 I A z i ww1 (2)Yal'GR I �ti Q 8 1 frt .. L I Ile. I D((QOQR (2)214'OR (2)Yx4'oR ( SmARAFON x ! SEPAPAT10t1 SO'AIMTIGN Yah'C01rt1 COrfT.YASCD (S�so'D CR { WOOD CON � TO CLASS v g A xvrD nitro io cuss I t (8,E EGv_013E 04 Q UAL 1 D{FET xI) x 1 - VAJL•REOl tFEO ,. (BOE a = ` YOAIL REQUIRED '3 4 SEE SHEET 2D) � �(SEE SHEET 20) (15-EEM-M. f SCHEDULE " 3 SEPMAPON ( y c 20) I CH SHEET 21 (gr Of, o � sa[T m) rc o 0/8. I 0/8 1 I 8491 0/8 , ! 0/8 1 (2)Yx4.OR 1 EE ANCHORS E 1 SEE ANCHORS I 1 (2)2'x6' 1 SCHEDULE 6Ef31 I !" RULE 1 �f CO'T.Yi0O0 ON SHEET 21 EDGE OF ' 1 I- ON SHEET 21 I D OFQ84;x ^ STUD O 16' I 1 1- � I B D.C.o. 1 1 D I B L j SEE u:a;o95 E0. I 1 1/2'0.1 1/2•x0.062' (SEE SHEET 1 EO• 2•x410.062%COUT. (t :DUCE E. . 'I xCQY..ALUM.ANGLE 20) E. . A.UY•ANGLE oY SHEET 21 I' 5/16'0 TAPCONS XL 1. 5/140 TAPCotS XL ( \ - W/z 1/2'Yin. 0/8 t 0/8 W/2 1/2'W, `I 1 Pc?LEIILTT10r1 I I: PFNETRATON D/8 O/B Fum O 2<• s. 2x4.OR 218-., 21 4*OR 2'x6'-. Flt�i O 2L'0.0 2'4'OR 2'x6 .\• 1 Fam 214.OR 2•xfi-� t I' EXISTu:G'NOW CONT.Wow CON[.W0U0 i EXISTING WDOO CONT.WOOD t WNT.WOOD EXISRNC WOOD V9e DECK OR 6oRCY RALE DECK OR B07TOY PLATE EXMr10 WOOD EOROY PLATE I�' DECK OR SOTTCY PLATE CONCRUE SVS REQUIRED ': DECK GR REOIRRED CWCRLTE SV9 REOLARED FECU'JLID. ( 219) RW-c0` £�D.SlA9 (SEE SHEET 20) B CONCRETE SLAB, (SEE sF'.EET 20.) REOIIRED. (S£E SHEET 20) B REQUIRED. ' EDGE. I �i L- •, 5 N'N1fAM f �y x �y WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXET-,�tt- G_ WOOD BUILDINGS dx' 'x•vCl�S�N�'.�9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) *_ NO.44167 ° 02917 iL7EC0 144Nautilus �D * RoUfgyShuiferSysfem 08/24/17 IL E C-07,7,- \ DATE ,^^1r� , 11-1 MINI 1,ENGINEERING COU-Wr EXPERT SHUTTER SERVICES INC. •�SDT11 tlr;.� t,1�, sLt Kra'Nm �w:l�v A r lames 1628 S.W.El ORE STREET 17-244 s 'rA1 6 11 a-mat 131eee0ooLean PORE ST.LUCC rL_34994 mA,we Ib EB 0`1671mom 9 749-9C6.fAK L7n a71i9C0 Q tf-- WALTER A I"Jr.P.L °i SNFII 7 OF 26 P.E. SEAL ST RE/GATE FLORIDA UC.0 44167 nu IF-nl 17.17 ED. \ O OR J ED. POURED T FILLET PrE OR GROUT FILLED F I OR OOR J POURED \ (SEE SCHEDULES 071 CONCRETE OR K CONCRETE BLOCK CONCRETE OR POURED (SEE SCHEDULES ON (SEE SCt�DUtES ON CRC T FILLED�� CORCRE7E oR SHEEN 17& 1B 97EET5 t7&18 CONCRETE BLOCK \ SHEETS 17&18) oRour FI1+c^ OOR J ) ) CONCRETE BLOCK (_c£E SCHEDULES ON CA=F:um—_ ` ` \\\ CCU Sam 17&16) A z.Tso' H * \\ \\ \ \ A 0 4•o.c. A OOR E1 s<a ].asz z. A E2 OR 3 r—x a"a +• A e D w�. _ H H E. OR t/9'SUP 1/2'. 1/4' D 0 4•D.C. 1/2'.1/4' 0 4.D.C. J OR 1/B•SUP OR 1/e'wP D 1/z•. SECTION W/ STORM BARS FLUSH MOUNT (WALL) SDp SECTION P—P (PLAN) �� TRAPPED MOUNT BUILD—OUT MOUNT BUILD—OUT MOUNT saL 3/16'.,• SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCAM.1/v.r G G DRG G OR© ©OR G 0' * H H o ei o.c A H 0 4'o.c.j I A 0 4'o.e� 0 4•me. 0 4'o.c. A i oR 1/e wP SECTION 4'-0' (PLAN) 1/2=. iT/4' D ®• ,/2'.i/a• ,/z'®• 1/2' ;/<-i ' ORIENTATION #1 oz,/e'suP OR 1/e SUP D OR 1/B•sup DR,/B suP� D oR,/e•suP oR 1/B S P D WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) SECTION R—R (PLW SECTION R'—R' (PIAN) H ORIENTATION NF1 ORIENTATION J2 ORIENTATIONS #1 & �2 ORIENTATION #2 QA- 0 4'o.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 saLE '/4'•, D oR 1/e•Sup oa+/a•wP V ( , (2) 2'x4" OR I 2'x6• STUD ED..CO. (2) 27W OR , (SEE SHEET 20) (SEE SCHEDULE Inc G� 2'x6'STUD ' I I ON SHEET 21) I ALTERN200/ TOOH . . (SEE SHEET 20) E0' , (SEE SCHEDULE PLMIN. 1/D" 1/4"0-20x3/4" S.S. M.S. F , cu SHEET 21) —1 f W/ NUT MAY BE USED SECTION 0 —0 (PLAN) MIN. 1/2' { i FOR THIS CONNECTION ORIENTATION #2 PLrrr000 I WALL MOUNT END & INTERIOR MULLION I ©oR E3 +•Tso• 2.zso• z'oar /p�ua�"��... A D +/r'+/� H .1S' �`�` FLORIDA BUILDING CODE(Non High Velocity Hurtie°ne Zone) OR B 4"O.C. 1/2'.1%<' r`� t0 D OR 1/6 SUP O i •4416' ea°+z nL Eco Nautilus �: FLUSH MOUNT (WALL) BUILD—OUT MOUNT :.' � RoUtngSLuHerSysem TCB/24/17.DATESECTIONS 0'-0' (PLAN) EXPERT SHUTTER SERVICES INC. [:(i '•. A 4 ars Nr.wn a.al..xb,var.nu anion.n a,lss 1626 S.W.BILTAORE STREET 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS :'.5�0 AL Ft�,d''1 at—ftWALTER - 06719 �T"-9_M�•M(n»)T'-°"o °""'""°"° sckL.I/a•_,' / FLORIDA Uc.B 44167 �, m,rol rom SHEET 8 Of ai P.E�NATURE/DATE 1/2'Min. E.0 3"--s--4 1/2" Min. E 0 FOR 3/8'0 CALK-a1 ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR 3'Min. EA. 3'Min. E.D. NCHORS (4) 1/4'0 SOLID . FOR 1/4'0 SOUD-SET -SET ANCHORS OR Mtn. EA. 'Min. E.O.--I--FOR 3/8'0 KM1K BOLT TZ EYPANSON ANCHORS (4) 3/8'0 KMK BOLT R EXPANSION ANCHORS OR (4)ANCHORS*PER (4) 5/16'0 TAPCON XL ANCHORS STORM BAR CONNECTION, 1/a'Alin. ED 1/8'Min. E.0 FOR 5/16'0 TAPCON%L ANCHORS 1' 3 1"` SEE TABLE 2 ON SHEET 23 EDGE OF SIAS EDGE OF SLAB 5/tfi'0 TAPCONS XL W/ 1. (Typ.TOP&BOTTOM) 15 L L-I f- .��LE 2 1/4'Min.EM5EOUENT & 10.0.x0.060'GALV, i•} jr / _ / / / 57EEL WASHER @ 24'o.c. K Dam"/ 4'Min, 2. POURED DOCNCRETE a 2' O b POURED CONCRETE 2'A2'x1/a'x0'-5'(6063-T6 ALLOY) ALUMINUM ANGLE EA, SIDE W/ (re-3 VMS min, y 5/16'0 TAPCONS XL (1eTMCIC REOUgiEO (2) 1/4'0-14X3/4'ITA LOIX TIX 7FaGC REQUIRED a I SCREWS TO STORM BAR EM 2 1/4'Nin. /f p I I EMBEDMENT& - 5' (Typ.TOP & BOTTOM) n 1'0.0.x0.060'GALV. a I I STEEL WASHER 0 SECTION S-S U I i 24'o.c. 4 2' b b BOX n I I n I Y[Lic::FcOrr ALLY I ( D,sex_D 4Nro , AN"tt _ 1'Wm FOR BO% p I I W'1 3+E� I ;; I I DETAILA h A I I +(c 1/4"0-20 OR 3/8''0-16 MACHINE SCREWS USED JOINTLY W/ Z'Min.FOR ti t SEE STEP 3 ON sHEET 14 FOR S�CLL, 1/4'0 K 3/4'SOLID-SET OR 3/8'0 x 1 114'CAL%-iN ANCHORS VJNTLD 20aE--+ I' TREATMENT FOR WAND ZONES 1 THRU 3 zd N 4 a N r 1'Min. FOR II RESPECTNELY SN+ASL BE LEFT TOGETHER VJ/ANCHORS AT THE TIME O4 1 ,i"i WIND ZONE STORM EARS ARE REMOVED,(SEE DET.A). N 5 u N 1-3 t II I I EXTERIOR p Min, I z a I v' I SEPARATION TO is o!0 I+ I I (2)ANCHORS*PER GLASS - A o 2' Min. FOR ij I D STORM BAR CONNECTION, a(SEE SCHEDULES ONI '^w 1VIND ZONE-!I I I I'SEE TABLE 3 ON SHEET 23 n SHEETS 15& 16) 1', a I BEYOND I(Typ.TOP t<BOTTO'�A) 0 1 r �� (2)3/8'0 CALK-IN ANCHORS OR I u ° I I- EXTERIOR (2) 1/4'0 soup-sEr ANcloRs OR 0 I vWi i� SEPARATION TO I (2)318'0 KYAK BOLT R E%PA4SION 1 4 (SEE SCHEDULES DNI' A ANCHORS OR 1" SHEETS 15 & 16) I (2)5/16.0 TAPCON XL ANCHORS ii BEYOND GLSS I I: 1' K EXTERIOR GLA55 n 2• Ir— I+ 2'12'x1/8'x0'-5'(5053-T6 AL1.D'Q f]l15i{NC�11 I I 17 a 1 I ® 2• @ ALUMINUM ANGLE EA. SIDE WJ/ GLASSI S1 a S1 12 T O STO 1'BARNLDEX TENc n I (NP.TOPAO TOM)'I I I I It-TOP/801TON) 5" (Typ,TOP&BOTTOM) It ® u a b e SECTION S1 -S1 (rtP.tOF/<ATTCU)ii (1 SToP/60TTOu) 2 1/16' 4 Min. B I POURED CONCRETE/MIN.EO E.D. 1 7J2'x1 1/2'x0A62'xCONT.ALUM. b A (Vc-3 ksi) 5"min. �/ ANGLE W/5/16'0 TAPCONS XL W/ L THICK REQUIRED 5/16'0 TAPCONS XL W/ 2 1/4'Min. EMBEDMENT 0 24'o.c. 2 1/4'Min, EMBE0,VJ-11 EDGE OF SLAB LPcum NCC xMVr I EI DOE OF SLAB WALL MOU 1 .�'`'.'C:.SC(��✓', IF APPLICABLE \ 1' x'+, FLORIDA BUILDING CODE(Non titgh Vdoetty Hurrte0ne Zone) IF APPLIC1,81E 5'min,th1CK iNEOro I _ 1/2'Min.ED 1/2'Min. ED.-J--FOR 3/8'0 CALK-IN ANCHORS � * paAeri tM 441 ozan nLTEco a!� lVautllus Mui.E.D, 3'Min. E.D.--1•—FOR 1/4'0 5000-SEE ANCHORS ; *; 6' Lt L---4'M'ul.F-D Min. E.D. FOR 3/8'0 KWNK BOLT TZ COMSt04 ANCHORS ` Rollitlq ShuHerSyaleltt tg/ts/t7 3 T/a'Min. E.D.---3• /B• Min. E.D. FOR 5/16'0 TA CON%L ANCHORS `�0IL ECO 1Ne. EXPERT SHUTTER SERVICES INC. TILMT TCSTINn h CHGINEfRINO COMPANY `:Q•'•..... ,\\ x..,Nem',.' (.m�imi-,ilio.re¢cu' fws +i,v,w FaROT S.W.LUCr.FL.3449ORE 54 17-244 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR n 1S/ NQ �N�\j1r,1 x-mo®a,e�co60a719Lt9m w,am(M)749Mra.TM L7M 471-Q730 o"Wm Nn SECTIONS V WALTER A.TnuT,k.P.E. SCAE.3/16--1" P.E.S'SQ�/�(4 TURE/DATE FLORDA Ua!A4t47 1 .n lssn n e` �i2T 9 Of 26 Lro.E0. " Min. E.D. OR (1) 3/4'6 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS I` • I'-'- ©&® (ORIENTATION #i)AND END MUWONS©& GI (ORIENTATION(f2) -�- 3' FOR (2) 3/4`0 KWIK BOLT TZ EXPANSION Min. ED- "Min. E.D. ANCHORS 0 INTERIOR MULLION EDGE OF SERB EDGEOFSLAB(ORIENTATION 2) G EXTERIOR EOTTum F a=P26(YBEE T1 I,N, ,' 11 1? IF AP UP�CABLE 3"x3'xt/2'x0'6" (6061-T6 ALLOY) Alum.A\'GLE EA.SIDE1'!/t \\� 3'x3'xl/2"x0'-4" (2) 3/4'6 BOLTS (6061-T6 ALLOY)Alum. TO MULLION 0& 1 1/2` POURED CO.YCRETE 01 ANGLE EA. SIDE W/(2) (1) 3/4'0 KWIK BOLT TZ (t'C 3 ksI Min.) ® .3 - • - 3/4.0 TH,_�kU BOLTS TO 1 1/2EXPANSION ANCHOR 1 1/2" W M'at.TH'.£K REO'D. = MULUONLG)& (1) 3/4'0 W/ 6'Min. EMBEDMENT ! [Ed.--I--EO. IVAK BOLA''TZ EXPANSION 1 1/2' Tb POUND CONCRETE ® I E ANCHOR VI 0 POURED (Typ.TOP &BOTTOM) 6" e I BOTTOM TE(Typ. TOP& �4' WC"' � I SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/(G) CLASS 4 r I Min. (END & INTERIOR MULLION,.) (END INTERIOR LION ocr n G OR G1 V ORIENTATION (: 11 W OP.IENTA N as & (46') 4'� 1 1. 1 1/2' 1 1/,2' 1 1/2' 3"x3'x1/2"x0'-4` 2" 5' 6' ea C I (6061-T6 ALLOY) ! u I EXTERIOR Alum.ANGLE EA. SZE W/ ! I I I 70 3/4'0 TZU BOLTS 3 -�- 3' . 3" ' o� (1) 3/410 KWIK BOLT TZ 1 G 1 I G 1 ZE EXPANSION ANCHOR 0/8 Or 6 0/8 Or W/ 6"Min. EMBEDMENT TO •' `j EXTER POURED CONCRETE (Typ. 4" IOR aaffOR o W R/8 or n R/8 or TOP& BOTTOM) N R'/8 p I R'/8 a•EXTERIOR I 1 1/2' 1 1/2' $i ® C I V 4'--tet--4• }+ 8' ! n2e' 2' ANCHOR 2• 3"r3'xt/2'x0'-B'(6061-T6 ALLOY) M.MP/BOR04)0 �) 3'x3'xl/2'x0'-6'(6061-T6 ALLOY) Alum.ANGLE EA SIDE W/��2) 3/4'0 p LEO. EQ. I 2' Aium.BOLTSANGLE EA SIDE W/ 2) 3/4'0 T14RU BOLTS TO MULLION(G9&(2) p THRU BOLTS TO MULLION(G & (1) 3/4'0 mix BOLT TZ EXPANSION r �_ 3/4-0 KVAK BOLT TZ EXPANSION 1 I W/ 6'Min. EMBEDMENT TO ANCHOR W/6'Mut. EMBEDMENT TO POURED CONCRETE(Typ.TOP& I 3• POURED CONCRETE(Typ. TOP & n r 1' SECTION X1-X1 W/C* BOTTOM) earrole) POURED CONCRETE (END MULLION ONLYI (INTERIOR MULL 0 ON Y (re = 3 W Mtn.) (END & INTERIOR MULLION i a' Min. THICK REQ'D. (W/ ORIENTATION N 1) ALTERNATIVES SECTION X1-X1 W/ 77 EDGE OF SLAB EOG£OF S{l3i I!I l t 'I i, I G APPIICAe E IF APPLICABLE (8°x4") l7 ORIENTATION n 2) FOR (2) 3/4'0 KWIK BOLT TZ aPANSION (48") Min. ED. "Lin. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). leERdu. AND BOX NOT SHOWN FOR CLARITY Min. ED. I Min. E.D.— —FOR (1) 3/4`0 KWIK BOLT TZ EXPANSION ,1♦ ,.� �.,�� ANCHORS O END AND INTERIOR MULLIONS ♦ 'C� FLORIDA BUILDING CODE(Non$Lgh Velocity Hunlwn0 Zone) ©&0 (ORIEXAT1ON #1 & J2)AND ♦ 1., 02017 TnLTECO INC END MULLION 9(ORIENTATION e2) *! 4416•• Nautilus �- [LOORTO CEILING/TRAPPED MOUNTING:MULLIONS(GOR 71 �,` ` Itol11ng56oHerSystem 09124/17 SECTIONS W 1 A i ��. ECO 1Ne. % Afr1. TILLIT TESTING&ENGINEERRIO COMPANY EXPERT SHUTTER SERVICES INC. Q �`' ♦♦♦ u!s•cix'i'im'=1.w.rwrra cA uity14 1626 S.W.00.TNOAE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* `s/p ...... ��v `'` °-A 0yES-0006719°OA P (� BwWb�E�m 71-OMO CRAIUM N° SCALE:1/6"- I' P.E:�3'ipJ, j�! /DATE WALTER A m i Jr.P.E. ®'•' �'� ^�^'"' "� FLORIN Uc./u167 m,fan1 sum to of 20 Min. ED. Min. E.D. 4) ANCHORS 3'x3"x1/2'x0'-4" 2° f`(SEE SCHEDULE j1 (SEE SCHEDULE 11)� SEE SCHEDULE 01) 6061-T6 ALLOT) OSEE I/3OfXUU1Q(INTEMR)& (ENO&INTERIOR)TOM MOUNTED(BRUINS LAB EDGE OF SEDGE OF SLAB 0 f0 3' filum.ANGLE EA SPAN COVERED BY SCHEDULE IF FCO CNSTA 104 CASES 6 Ta&11 ON SHEET IF APPL�Er1 IF APPLICABLE UPI- CABLE 1 SIDE W/(2) 1/2.0 3' 25. (LURED(DAD.UUWOIJ SPACING AND SPAM 1SFA(lATIO4: \\ � I 1 ro Muu1wN I I ISI1W(N OISE I -RESIDENTIAL ANO COVUBM APPIKK110t S'TRI 1609 EXiER(OR psL UA YUM ASD.DESIGN PP.ESSU E PATM, 6�4_ 12•-0•MA AIJU UULLON SPAON5, A 3" `POURED CONCRETE 3•x3"x1/4'x0'-B' SEE SCHEDULES j1&12 FOR ADDITIONAL SPECS. ¢ SE =3 ksi Min.). (6061-T6 EEA. G 1 lMgWQN OX ra-RESIDENTIAL ATO COULOCIN.APF•IH'A101 W/tW,8 W, ¢ SEE SCHEDULE j1. Alum.ANGLE EA. SIDE 1 1/2' B'EX)FRIOR IN/(2) 1/2.0 THRU p t1N(I000 AS.D.DES10N PRFSSIIRE fTATI:C,6'-0' p I BOLTS TO MULLION© I i/2' W=UU UOLUON SPACING. 5• SEE SCHEDULES p&12 FOR ADOTIONOL SPECS. ExNsnvc'a ALTERNATIVE SECTION X1-X1 W/n NATA M Og IT-CCINERC'AL APUCATION FCR 1:11110A qsL UAYLALJ Asa GLASS u 1. i 1 1/2• LiSiGN PRESSURE RAnNG,6'-0•VAWW NIAE%xl o n MiO' ` G OR G1 (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2• �- Jc. �2NEDPLE5+1&g2 FOR ADDTJOUL •j N a I (2)ANGORS n (SEE SO OVIE j2) 2" 2- F.. II 3"x3"x1/4'x0'-B" r— /� p (6061-T6 ALLOY) I I ALTERNATIVE SECTION X1-X1 W/ (G-TI* ,n .I Alum. ANGLE EA. SIDE 3• s^Z G W/(2) 1/2•0 THRu O BOLTS TO ALLIIN t (4"x8" INTERIOR AND END MULLION W ORIENTATION # 1 .F- 4 ® I 1 1 g� ® n ® G 1 a" SCHEDULE /1 N 0/8 or 0/8 or 1 EXIERIDR NN SLAB uw mcE _ I 1 WSTAW110N THICKNESS ANGOR TYPE&SIZE(TYP.TOP&BOTTOM) LIN,ANGOR 013TANCE FOR o R/8 Or I R/8 Or (4) ANCHORS REQ 0, EuOfDMENT ANCHOR Rf/$ i R'/$ (SEE SCHEDULE jt) �� 1 1 1/2' _ i (J9- —6 'HEDGE 318-0-BOLT ANCHOR FOILT[INC HUS-H SCREW&&yOB MOR UULIONS R 2 1/2' 5 1 e r 1 1/2• _ W/ORIENTATION/2. O ® ) /• / _ n _ B' �,>II 4• 1/2.6 HOUR INC HUSH SCREW&1/2.6 POR'ER FASTENER ® P ALTERNATIVE SECTION X1-X1 W/CG� WEDGE-BOLT ANCHOR FOR Q(ENO&IWER100 UUI1101J 3- e ¢ i ® W/ORIENTATION j1. X1 c X1 (48" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/2.6 Him INC Iwx BOLT TZ Day FOR©&0 E moon ( •iCP/501TCIt)I (IV.TOP/BoTroN) ULUONS W/ORIENTATION j2)&®(END MUUJON W/ 2 1/2• 5 1/2' D RIENTAION j1). 4 3'x3•x1/4•x0'-B' 4• 1/2•o HILTI INC HUS-H SCREW&1/1'0 20 POWER FASTENER € I (6061-T6 ALLOY)Alum. WEDGE-BOLT ANCHOR FOR@)&Ej(OND OR INTERIOR y 6° P 3. ANGLE EA SIDE W/ 2 ------ 1• MULLION)W/ORIENTATIONS I OR j2. T I• 1/2-0 0 Gt BOLTS TO © ® ' 1/2.0 WLTI INC KWDC BOLT TZlit it 0!NL FOR O& ¢iTEWOR iI MUWONS W/ORIENTATION j2)& r�(RHD UtP ON W/ 3 1/4' 7 1/2' RIENT..j1). /rEOGE OF SLAB (7`1 6'B'EXIFRIDR II 6' ��'E_ I IN ANGOR SFS�N�T7C HUS-H SORE EW 001RE 1/u•SCHaErnI FT N y. 6. EDGE OF STAB I IIF APPLICABLE 2&VALID FORXII)&INmOOR MULLN:0&Alin. ED. J Min. E.D. -I ORIENTATIONS jt OR j2. G APPLCtE1fj (SEE SCHEDULE TF1) (SEE SCHEDULE §1H (q) ANCHORS (SEE SCHEDULE jl) SCHEDULE /2 POURED CONCRETE ------ I• (rc 3 ksi Min.), SEE SCHEDULE 01. 11/2•' 4' 3- ¢+STNS ON THICKNESS ANGOR TYPE&SIRE(TTP.TOP&8pti01QOR Ux OSTAHCE ALTERNATIVE SECTION X1-X1 W/_p* REo•o. ANCHORFLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS n OR M •� L to&a 4- s/6-oDGE H ILn INC H US-H SCREW&51W0 POWER FASTENER 2 1/2• 7 1/2• SECTIONS w 1 (4"x8" INTERIOR AND END MULLION ONLY,, I WEBCLT ANGDa A FlDRIDA BUILDING CODE(Non Wqh Velocity Hw1cone Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* r No.44167 •: 0201°`�`°IIIc Nautilus I's" APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS * RoIItng S6rrKesSyat6Te O9/24�17 IL E C O DATE EXPERT SHUTTER SERVICES INC. SCALE: 1/8"= 1• �O../� `� •/Q\\\ s IT IN�_O&�CI�Nq E�E,RINUMM M 331 9 1626 S.W.BYTUORE STREET Y' dg,. �f\ nom::Om;»,-,�Io.f..,Tramp-,w. 17•-744 • SIDE RAIL D AND BOX NOT ` •••• \� \L\ "maa:mtxc"oaolcom .o f toj T y fx cm)�TI as o oruxwc 1No SHOWN FOR CLARITY s 6 N WALTE®AO OUaidf.P.C. P.L: - /DATE RD=A u.0"167 ," "n,sen vmf IOAOP26 EDGE IF APPLICAELE 2•xMULUON DEPTH0/8"Cont. \ ALUM.TUBE (TOP & BOTTOM) W/ 1/4'0x3/4'ITW BUILDEX TEK SCREWS 7 3/4' 5/16.0 TAPCONS XL W/2 1/4' W/ 1.0.0.x0.060"GALVANIZED STEEL MIN. E.O. 2 1/6' Mi^• EMBEDMENT O 24' ox. WASHER 0 24'o.c. Men. EO 1' 1 1 �� EDGE IF APPLICABLE•1 1 � � T 1 1 \ / I 4' EDGE IF APPLICABLE CO'711NUCUS PCURED7 3/4'Min. E.D. 2' 1 7- CC ,4ETE(fc=3 Im 1F1) 10"I 2'\ r_ 8-Lrm TKCK RE-al). I 7 3/4" Mtn. E.D. 2 � ENO CAP N 2' 1 I FOURED CONCRETE w 7 3/q. II 1 (f'c = 3 ksi MinA-7- )- \ �� POURED CONCRETE Mu.ED. EO.-S-EO. I B" Min. THIIOR (f'c = 3 kal Min,) —\ 4'EXIF�IOR 4- i �R 8" Min. THICK RED D. I�OR G1 u ! 1 2- GOR G1 2' r 4. GOR© N ® 6 1 ® 7 3/4'tin, E.Or� 2- w Q/8 or e 1 Q/8 or 7 3/4'Min. 1- L Le'xa'A/8' R/8 or a R/8 or 4%44'xs/6•(6061-T6 ALLOY) (6061-T6 ALLOY) LD vi R./8 o I I R'/8 Um.ANGLE EA. SIDE EDGE IF APPUCABtE Alum.ANGLE EA Si0£ dz EDGE IF APPLICABLE•/ =o EXISING g Min. I D (WALL MOUNTED SHOWN, MAY BE SECTION X242 W/R OR �� ALTERNATIVE SECTION X2'X2 W/(G7 OR IVYt o wALSO INSTALLED TRAPPED MOUNTED ?N T ! I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) (W( ORIENTATION 1 W �Ifi or 4"x8')2 Men.ED1 Lt 1/2"xt 1/2"x0.062"xCONT. ALUM. (6"x4" or 8"x4") 7 3/4' ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. ED, IN I TEK SCREWS ® 24• o.c. TO TUBE. I 1 1/2- SIDE RAIL @D NOT SHOWN FOR CLARITY 7- 00'QT7•Ali%15 PO(JFZrD CGtXF EIE(r-=3 tai wa.) 1 7- 10, 9'Wn.THICK R.Ea'D. \ 1 f .\ II ® I (I1P.TO➢/�TiW) , 1/2- 1 1/z' (119.TOP/BOTMU) MINS EA. ` E0 4 x4'x3/8'z0'-10'(6061-T6 ALLOY)Alum.ANGLE P'T1L�%j.' EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION 'Q \ &(2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR 4111 ;•'JCIGOs•�'.•�9 FLORIDA BUILDING CODE(Non Wgh Velocity Quremne Zone) �` �� •\�\ W/5'Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP.TOP& BOTTOM). No.44167 02017 Ta.TEco 9TC Nautilus CRAW at EDGE IF APPLICABLE WALL MOUNTING:MULLIONS (G�OR M * -- * * ' Ratting5J5u[[erSyalem Ee/2yn TIL E C O�N�. DA,t POURED CONCRETE WALL ' �` nwr rEsm+o ENGNEERNO-COVPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 6Kyv;;,? � 4°o o" u n 33" 1626 S.W.BLTUMIE STREET 17-244 _ ��,\ om.:nos�T-Tsx.rd:(xs�T-an TORT SL LUM FL 34994 END&INTERIOR WALL MOUNTED MULLION INSTALLATION 'S�ONAL��61T1T °719 ""- ""1°" 1y WALTER A.TKLIT Jr,P.E. "^ SCALE.1/8'- t- P.E.!%WAWdb E/R DATE n�CS•/44167 SHEET 11 01`26 s 1/4"0x3/4'ITW BUILDER TEK SCREWS EDGE IF APPLICABLE-1 EDGE IF APPLICABLE 2'xMULUON DEPTHx1/B"Cont. W/ 1'O.D.x0.060'GALVAMZED STEEL T 1 4, V5/1. LUM.TUBE (TOP& B"Coll W/ WASHER O 24'c.c. I \ 2 1 2\ \ EDGE IF APPLICABLE 7 t/2'Min. E.D. / LI % TAPCONS XL W/2 1/4' 1 7 1/2• Min.EO inEMBEDMENT 0 24" D.C. —s._ 2�\. MIN.ED. 1• \ 7 1/2'Min. E.D. 2. 2' 2' -- 1 f_ 1 1/4" 11__ POURED CONCRETE (f'c c 3 ksi Min.) I ( POURED CONCRETE 6" Min. THICKNESS EXTEf6OR (f'c - 3 ksi Min.) 4'�((FRtOR REO'D. 6" Min. THICKNESS 1 1/4- I REO'D. \ t 2" 2" G1 CONTINUOUS PQM-� I EO-- EO. I F G OR 7 1/2' END CAP 7 1 2"Min. ED. I^ u Min. E.D.�, �(Cc=3(�i f5tt) / 2• 7 1/2"Mln, E.D. 2' 6"Nan.Tf4CK\i E55 4" I xx/ { 1 ALLOY) Z REVD. \I I O J (6061-T6 ALLOY) 4'x4'xt/4' (6061-T6 I GOR G1 EDGE APPLICABLE Mum.ANGLE EA_SIDE. T um,At!^LE EA S0� \ \ ` \\ \I I EDGE IF APPLICABLE) ocrERIDR ALTERNATIVE SECTION X2-X2 W1 n OR * ALTERNATIVE SECTION X242 W! * a 1 INTERIOR MULLION) (END & INTERIOR MULLIONS ® 0 ► ® W1 ORIENTATION # 2) (W/ ORIENTATION ° 11 Q/8 or n ( Q/8 or (4"x6" or 4"x8') (8"0") �W R/8 or u I I R/8 or yY R'/8 a I I R'/8 OSEE MAXIMUM©(INTERIOR) &©(END & INTERIOR) WALL oN I MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & R' ON SHEET 25 6 Ex,4TtIO a M" I I D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): s GSAss I MOUNTED PER SECTION R'—R' „ I ON SHEEP e.) INSrxixi0N CASE I' — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8 p.s.f. E.D 1 Lt 1/2"xl 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 t/2' - ANGLE W/ 1/4"0x3/4' ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION LAN. E.D. TEK SCREWS 0 24' o.c. TO TUBE. ( SPACING. VAUD FOR CONNECTION TO 1 1/4' CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 13 1/2'6• X2 I X2 INSTAUJUtON CASE II' — COMMERCIAL APPLICATION FOR *100.0 MIP 19/00-1u) 1 1/a• 6 (TMP TOP/BOTTOU) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 1 I 1 //4' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 � R�� 4'z4'x1/4'x0'-6'(6061-T6 ALLOY)Alum. ANGLE` IEO CONCRETE W/ HILT( INC KWIK BOLT TZ ANCHORS. 1/2' i- ILU1. E.D. CatCRE-TE(fc=3-0— EO- EA SIDE W/(2) 1/2'0 THRU BOLTS TO MULUON LSn.) 6f&L TKCKNESS\ &(2) 1/2"0 K'WIK BOLT R EXPANSION ANCHOR ' ""- W/3 1/4"Min. EMBEDMENT TO POURED CONCRETE ,, A.TIj '.SIDE RAIL I�NOT SHOWN FOR CLARITY WALL (TYP.TOP & BOROM). tt ee,,'' �f EDGE IF APPLICABLE ' •'''CJI=ntS••'''•9, FLORIDA BUILDING CODE(Non @gh Va(Ocly lTuatcane Zone) WALL MOUNTING:MULLIONS n OR(GI 02017 T9.=OIC. • WAi44 ee POURED CONCRETE WALL N0.44167 ail�IluS ' SECTION W-2 .-7 RolungSLufferSystem f8/24/57 I L E C 0,"c CATs OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION* EXPERT SHUTTER SERVICES INC. [ TICCIT lE9TINa h ENGNEERIND COMPANY O '''•.. R { t`� 675 .i�,m°ijor ,aio.: a'd�D`i® ,m,"M Is2s SM et_TUORC STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS F�S,S' "'��0\,t�'` x ®� „B�m PORT ST. M. FL 34994 ��10 Ptuc 1040)T4s-9ma,ru:c7m�t-m7D WALTER A TI11/T.r.PL SCALE: 1/8• 1' ^'Fiyi j/FJ6 TORE/DATE I•LORZA L'c.1 utsT SNER t1Aav2G 1--4• Min. E.D. Min. E.D. OR(1) 3/4.0 KWIK BOLT EXPANSION ANCHORS 0 END MULLION 3'x3'xl/2'x0'-4' (ORIENTATIONS B1 & 02). (6061-T6 ALLOY)Alum. 1 1 2' FOR(2) 3/4-0 KWIK GILT TZ PM1510N ANGLE E0. SIDE W/(2) •Min. ED. "Min. E.D. ANCHORS 0 INTERIOR MULLION 3/4'0 THRU BOLTS TO 1 1/2^ (ORIENTATION $2). MULLION &(1) 3/4"0 KWIK 80L TZ EXPANSION EDGE OF SLAB T- , T7 EDGE OF SLAB ANCHOR NT Min. IF APPLICABLE s i I r 1 1 1 f IF CONCRETE TOO POURED �'/ � CONCTE (Typ. TOP& eorroM) G2 7' DOERIOR POURED CONCRETE i L i (Yee 3 Wo Min.) A3- 8"Min.THICK REVD. u u n ri I 3" n 9 I f 2"-2' EXISTING I F--4' GLASS H I. I SECTION Min. FN n I G2 1 1/2° t 1/2' (END MULLION ONLY 4! ORIENTATION 1 1) 1 1/• 1 1/ EXTERIOR 4" (7"z4°) 4' C mN A Z N p 3" _ �in ® n ® 3 o 3i Q'/8 11 Q'/8 n ( G2 4" EXTERIOR ( 4" EXTET80R � 11"I I G2 � u SE) 11 3 1 1 1/z' 11/2' g ® n I ® 3 1/2.4-3 1/2' 7' Cm.TO?/PAITOU)1i I x3 7' 3"x3"x1/2'x0"-7'(6061-T6 ALLOY) I (tYP.TCP/60TTOU) /rrxl/2"xO'-7'(6061-T6 ALLOY) Alum.ANGLE EA. SIDE W/ 2) 3/4'0 Alum.ANGLE EA. SIDE W/� 3/4'0 THRU GILTS TO IAULLION & THRU BOLTS TO MULLION & u I POURED CONCRETE (1) 3/4.0 KWIK BOLT TZ PANSION (2)3/4"0 KWIK BOLT TZ ANSION (f'c - 3 ksi,Min.) ANCHOR W/6"Min. EMBEDMENT TO ANCHOR W/ 6"Min. EMBEDMENT TO 8"Min.THICK REO'D. POURED CONCRETE (Typ.TOP & POURED CONCRETE(Typ. TOP& BOTTOM) BOTTOM) (END MULLION ONYI (INTERIOR MULLION ONLYI EDGE OF SLAG �' ;;, ; ;j IEOGE OF sLAN ALTERNATIVE SECTIONS X3-X3 W/(G-?)* IF APPLICABLE L GE OF>3LE ORIENTATION 0 2) FOR (2) 3/4'0 KWIK BOLT TZ E PANSION �..i"" (4"0") in. E.D. 'Min. ED. ANCHORS 0 INTERIOR MULLION p,T� (ORIENTATION 02). �,�1'Q �.` �V��:. SIDE RAIL DU AND BOX NOT SHOWN FOR Min. E.O. ^'Min. EO.�FOR (1) 3/4'0 KWIK BOLT EXPANSION "0 G�SF•'•.� CLARITY. ANCHORS 0 END MULLION � - FLORIDA BUILDING CODE (Non Mqh Velocity lTurelme Zono) (ORIENTATIONS 91 & 02). No.44151 01017 TiUEW ut0. Nautilus `Lr�` FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? *T ti. . RoIIingShnKerSystem " �z A SECTION W-3 ''O — � IL E C O�M�. ' uT TESTING&ENCITAURR40 .,�a EXPERT I SHUTTER26 S.W SERVICESINC. 17-244 • tT wd.1 ozon-um.rc. Wsw lau FORT ST.wae.FL 34894 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' ,S�ONAL��;TT'' W�ER�'a`��P� ��1749-�_ •r�am 9�1� °°`�°""' SCALE 1/8'- 1" P.E.SEAL/SI NATURE/DATE RORIW tk-0 TLUT 44107 M rn sxtcr a OF 1a r OSEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, to & II EOGE CF SLAB r(SEE SCHEDULE 10—YI`(SEE SCHEDULE ®t)—IEDGE O SLAB ON SHEET 25. IF AFFLWA-IE I IF aPPI1CABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSEAUXION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN u 3• 3'x3'xt/4'x0'-7' 1' t' PRESSURE RATING, 12'-0" MAXIMUM n POURED CONCRETE (6061—T6 ALLOY) 5 MULLION SPACING. (1'e-3 kSl Wn.), Alum. ANCLE EA. SIDE SEE SCHEDULE V7/ (2) 1/2'0 THRU n SEE SCHEDULE #1 FOR ADDITIONAL SPECS. B1. li BOLTS TO MULLION3' u INSfALlATION CfSE la — RESIDENTIAL AND COMMERCLAL APPLICATION II W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN E7OSfING—'�I 2' 0(IERIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASS u SPACING. n t' G3 1 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. _Il Min. / i 1/2' INStALATION C4SE II — COMMERCIAL APPLICATION FOR,±100.0 sf. G3 / 7' MAXIMUM A.S.D. DESIGN PRESSURE RATING, 5N ; EXTERIOR (SEE SCHEDULE a(a)ANCHORS a ' 8'-0" MAXIMUM MULLION SPACING. SEE Z= SCHEDULE #1 FOR ADDITIONAL SPECS. _g ® n o-, ALTERNATIVE SECTION X3-X3 W/� (WI ORIENTATION # 2) SCHEDULE #1 ��8 n (2"0" INTERIOR MULLION ONLY) A INSTALLATION MIN.SLAB ANCHOR TYPE & SIZE MIN.ANCHOR MI . EDGE 3C7 a ! CASES THICKNESS (TYP. TOP u BOTTOM) EMBEDMENT DI AICHORCE OR g{R;1 a I • SIDE RAIL@ AND BOX NOT SHOWN 3/8'0 HILTI INC HUS—H FOR CLARITY. REVl, I 4" 3/8'0 POWER FASTENER 2 t/2' S 1/2' ® ° ® WEDGE— BOLT ANCHOR (Tn.TOP/mcu)) Orr.TOXPIGOTTVA) is 4' 1/2"SOLT rzllTl INC KWIK 2 1/2' 5 1/2" r II 6' 1/2'0 HILTI INC KWIK 3 1/4' 7 1/2' t POURED CONCRETE BOLT TZ n 3' (f'c a 3 ksi LGn.), 9 t' SEE SCHEDULE J't, EDGE aF seAe 1 (EDGE OF SUB IF APPL�C0.8lE) 4 APPLICABLE Min.E.D. I Min•E.D. (SEE SCHEDULE 81) `(SEE SCHEDULE#1) , FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 ,��' @'' '•.,`�9 FLORIDA BUILDING CODE(Non$iqh Velocity Hurricane Zone) No.44167 °'°""`�`°°� Nautilus Lr *i• RoWngShnfferSysfaa camp? Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATIONS 1 L E C a.w°. oA� 4' TILLIT T[Si Na a ENCNIEERHa Couvun EXPERT SHUTTER SERVICES INC. n' M84 Q�1 ""Na . 4• u�+° ° �s"i;71` 1626 S.W.Be nJORE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS = o�,•. _:'1 POO Sr � ti 349" _ 6� 11 � 1 ER�"oodcom DRAW=Ib SCALE 1/8-a 1' �i:� 11 EE-=6719 Ate%(�7a9-sms.F� (m)97� /JJ••+" WALTER A.7L 0 if."P.E. °�i0' P.1S- i ATE ALTER A U.i u167 w,rm SHM 12A"26 EDGE IF APPLICABLE 2'xMUWON DEPTH0/8' Cont. ALUM. TUBE(TOP & BOTTOM) W/ 1/4'093/4"DW BUILDER TEK SCREWS 5/18.0 TAPCONS XL W/2 1/4" W/ T'O.B..0.060"GALVANIZED STEEL 2 1/6' Min. EMBEDMENT 0 2t' o.c. WASHER 0 24'O.C. 7 3/4' Min. E.D }_ WN. E.D. 1 EDGE IF APPLICABLE•1 1 1REO'D. }1 7 3/4' (i2 4' CaunNua}s POURED I 2' 7• COI.ICREIE(Pc=3 tai Mn.)8"Min.TF3CK REO'D. POURED8' 4' EXTERIOR 8" Min. \END CAP I 2'LGn3 ED �P. TOP/BOTTOM)TCH WES E0.4`E0. I — '7 3/4' S-0 p 1' 4'x4"x3/5'(6051—T6 ALLOY) N p Min. I um.ANCLE EA.SIDE. ZQ l r p D (WALL MOUNTED SHOWN. MAY BE EXISTING p I ALSO INSTALLED TRAPPED MOUNTED z` GLASS titl I PER SECTION O'—Q' ON SHEET 8.) EDGE IF aPPUCABLE o G2 I EXTERIOR SECTION X444 W/ G? �W (END & INTERIOR MULLION) � p gu a i 011 ORIENTATION a 21 H Q'/8 I Q'/8 (4"0') 1/16'\ g=' Mirk. ED \ 1 1 t/2"xt t/2"x0.062"xCONT. ALUM. • SIDE RAIL DQ NOT SHOWN FOR CLARITY "gANGLE W/ 1/4"0x3/4' TTW BUILDEX l LCL E.D. TE K SCREWS 0 24" o.c. TO TUBE. I 1 1/2- 7' CONTINU0I S CO0 c=3 k•i tan) 8'6Gn.TF6CK REO'D. I 7� X4 X4 UP.TOP/50TTom) •,,......... G MIN•ED. • 4'.4'.3/8'x0'-10'(6061—T6 ALLOY) Alum. ANGLE �,,' .. ...... EO EQ FA SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION ,�' �V�"••'('1�NS+•''',•9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 4• & (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR , _ W/5'Min. EMBEDMENT TO POURED CONCRETE • 01017 rLWM INC. • ORAS Or. EDGE IF APPLICABLE WALL ".TOP & BOTTOM). o.441s� Nautilus Ro1RagShulterSystam ceDATE WALL MOUNTING:MULLION t2 �*� '¢: ��. DATE POURED CONCRETE WALL ` '�'• ti�� nun rcmNc a cRCNEERwo couvulr EXPERT SHUTTER SERVICES INC. SECTION W-4 �� wa I.%rw m p• �"q 4^v u 1626 S.w.BILTLORE STREET 17_244 + 0�(. •.,,�� ..• e��11\ ww elmmn11471ewead.ear�i rl.lwl PCRT ST.U1GE.FL 34984 OFAw41G Ne END&INTERIOR WALL MOUNTED MULLION INSTALLATION - S ��V�''` w'°°0679 00,_-I °'7'°-9'`��'- WALIFA A.TILUT!r.RE •�' rar SCALE.1/8' 1' P.E. SrGY/FijjyYT�t1R DATE nOROA Ur,0 44167rvwn SRRT 13 of 26 EDGE APPLICABLE EDGE IF APPUCABLE� 2"xMULUON DEPTHx1/8'Cont. M.TUBE (TOP & BOTTOM) W/ 1/4'0x3/4'Mel BUILDIXIX TSCREWS � \ \\ 5/16'0 TAPCONS XL W/ 2 1/4' W/ I'O.D.x0.060'GALVANIZED STEEL \ t 2 Alin. EMBEDMENT©24"O.C. WASHER 0 24'c.c. 4 3/8'Min. E.D. Min. E.D 1' Mw. E.D. 1• CONTINUOUS POURED 1 I ( � CONCRETE(fc•3 IEi Mn)� 2" 3 9/Z' B"Min.THICKNESS I - REO'D. I I 21. EIMOR • Arn3 ED. \ END CAP 4 3/8"Min. E.D. \ z CONCRETE"FOLRWW CONCRETE(fc=3 lai Min) ^ 8'Wm.THCKNESS REO'D. 0 I G3 EDGE IF APPLICABLE� ii ii SECTION X4-X4 W/to 03 -I u Ex n I (INTERIOR MULLIONI n (WALL MOUNTED SHOWN, MAY oamec ii 1Y ORIENTATION_ _21 D BE ALSO INSTALLED TRAPPED ctis5 ui I MOUNTED PER SECTION 0'-0' (2"x)"� a a it I ON SHEET 8.) F)CrMOR 0SEE MAXIMUM Q(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES N & ® H' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q�/8 I Q'�g SPAN INSTALLATION): \\`2 1/2 7777\ INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.'D 1 Ll 1/2"xt 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH 160.8 p.S.f. 4 3/g• --- - ANGLE W/ 1/4"ox3/4" ITV! BUILDER MAXIMUM A.S.D. DESIGN PRESSURE LM,E.D. 1 TEK SCREWS 0 24" o.c. TO TUBE, RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO I ® CONCRETE W/ HILTI INC HUS-H OR X4 1 X4 POWER FASTENERS WEDGE-BOLT (Tn•%P/Eaimo 3 1/2' I (TMP•mp/wmh ANCHORS. INSTALATION CASE Ir - COMMERCIAL APPLICATION FOR 1100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-O" 4 3/8' (2) 3/8'e KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. ED. W/2Min. EMBEDMENT TO POURED CONCRETE CONCRETE V// HILTI INC KWIK BOLT TZ ANCHORS. A��\\\\\ \\ WALL (TYP.TOP & BOTTOM). EDGE IF APPUCABLE CONTINUOUS POURED ,,.••'��Q1 A•TIL( SIDE RAIL@ NOT SHOWN FOR CLARITY CONCRETE(fc-3 kd Ma) 1d1 Q\Y F� (� 8" Min. THICKNESS T�0'D. �1t.�;o,JGENsI�'' _ FLORIDA BUILDING CODE(Non Mgh Velocity Hurricane Zow) WALL MOUNTING:MULLION3)3 f02DIT TILTEco rye + POURED CONCRETE WALL No.4416T , Nautilus SECTION W-4 * RoRingsbuHerSystem CO/24/17 .�'• IL E C O�N�. DATE — 0 INTERIOR WALL MOUNTED MULLION INSTALLATION * =9 '�� ' G1 �� ; EXPERTI SHUTTER M SERVICES 17-244 IC. 6 1t FORT ST,wE.nO -34904 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 'SIGNAL !1'1 ®°;o�oOesT,°n Fi X,(M)70-0056.nx '°11-OM �"•�`�• tL— wurot a Tun v.v �s �'• ^®� SCALE 1/8'- 1' P.E. /SRfl11(( E/DATE FLORIDA Uc./a4165E w,s.n n.nrI so=ISA or 2D TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (�`) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.T.)'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#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W!O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART Io ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.sl);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2cON SHEETS 24,25&28 W!A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 71,AND DETERMINE MAXIMUM M©IQN SPP�(V(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,G 19�i__ &Gam'),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,17,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIFIC PRODUCT DEFINITION FOR SLATING SPAN SHALL BE CONSITION DERED:DING ANCHOR TYPE,THE TOP&BOTTOM CONCRETEORFOR A GIVENR TO CEILING MULLION TYPE((��ED}�O&>rLLMOUNTMQS OF MULLIONS INTO Lwx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,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 PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 WIA.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&VU 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 STORIA BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS ATANCHORS 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 1a THRU 2c ON SHEETS 24,25&26'N/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 Io,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(J,©, a &9), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(G.'G &G�3). 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 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. A.ri�ur✓ \\\1�.•'•�,�7�5•••'•.,9 FLORIDA BUIUhNO CODE(Non High Velocity Bumune Zone) NO.44167 02017 TILTECO M Nautilus ° .-�Q:=••, *''--�• \\\�� RalTingSbaHorSysfom m/L7r TIL ECOIN.. TWT TESTING ENGINEERING COMPANYEXPERT SHUTTER SERVICES INC. y 17 •r��t'(f 1 41J N..un p.su..US=wcoa,n sn4a 1678 S.W.B47uCRSM ET SEf 17-244 w y POW ST.LUCK,R.349Es lvawa Ne ■ 1719R+mt(ew1 r4y-oro.rn sn-ovco ALTER ti TnLT 4"P.E er.s eax rte P.E. RE DATE nates Uc./44167 . SHEET a Or 26 e SLAT PERFORMANCE CHARTS I3. Ib. IV & IC: (ONLY VALID FOR 1/2"SLIP) FORA GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.t),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART I8 CHART Ib CHART Ib' CHART IC USE W W M VALUE BETWEEN POMM AiID NEGATIVE AS.D.LOAD 3/8"0KWIK BOLT 3 ANCHOR 5/16'm TAPCON XL ANCHOR SHB"m TAPCON XL ANCHOR USE UWUUM POSTDVE A.S.D.LOAD VAWE POURED CONCRETE TO Paan CONCRETE To GROUT nU.ED CELL=%cRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MfN.SEPARATTON TO GLASS I.S.D. 'Lm& , (FT) 'LMAX.' (FT) 'LMAX.* (FT) MEASURED TO BACK OF SLAT(in) DESRESIGN wu1 TRiwPm BAef.g* 8111121-aT WALL TRAPPED DUMD-OUT BunO-oUT WILL TRoPPED "D-Our 9Uac-qtr W/0 STORM BMS W/STORM BARS RATING MOUttf YOlLYf MOUNT W/© MOUNT MOUINT UNi YOUM W/Q YOUM MOUNT u,,pQl�RJiT Mg1NT W/© t tk ND ZON WD0ZONE MND ZON YMD ZONE (pS� SF£NATES# SFE NOTES# SFE 2 NOTES# SFE NOTES# SEE tglC:# SCE NOTES# SEE HORc,# SEE NOfE3# SEE NOTES# STET NOTES# SEE NOTES# t-3 4 1-3 4 3010 20'-0" 15'-4' 20'-0' 20'-0" 20'-0' 15'-4' 20'-0' 18'-0" 20'-0' 15'-4" 18'-0' 15'-6" 1' 14 1/2' 5' 7- 35.0 20'-0' 15'-3' 20'-0' 18'-0' 20'-0" 15'-0' 19'-0' i6'-3' 20'-0' 15'-0' 16'-3' 14'-0" 1' 14 1/2' 6' 7" 40.0 20'-0' 15'-2' 19'-7" 16'-6' 20'-0' 14'-5' 17'-4' 14'-10' 18'-I1' 14'-5" 14'-10' 12'-9' 1' 14 1/2- 6' 7- 45.0 20'-0' 15'-0' 18'-0' 15'-3' 20'-0" 14'-2' 16'-0' 13'-9' 17'-4' 14'-2" 13'-9' 12'-0' 1' I4 1/2' 6' 7' 50.0 20'-0" T4'-10' 16'-9' 14'-2' 19'-1' 13'-1" 14'-10' 12'-10' 16'-2' 13'-1' 12'-9' iV-O" 1" 14 1/2' 6' 7' 55.0 29'-O' 14'-8' 15'-B' 13'-4' 17'-9' 12'-4' 13'-11' 12'-1" 15'-0' 12'-4' 12'-0' 10'-8" 1" 14 1/2-1 6" 7- 60.0 19'-5" 13'-9' 14'-8' 12'-7' 16'-9' ll'-8" 13'-2' 1 V-5' 14'-2' 11'-8" 11'-4' 10'-0' T' 14 1/2' B' 7' 6510 t8'-4' 12'-11' 13'-11' 11'-it' 15'-9" 11'-0' 12'-5" 10'-11" 13'-4• 11'-0" 10'-10' 9'-8' T" 14' 8' 7" 70.0 17'-4' 12'-1' 13'-3' 1T'-4' 15'-0' 10'-6' 11'-10' 10'-4' 12'-9' 10'-6' 10'-4' 9'-0" 1' 13 1/2- 6' 7- 75.0 16'-6' 11'-7" 12'-7' 10'-10' 14'-3' 10'-0' 11'-4' W-11" 12'-0' 10'-0' 9'-10' 8'-10' 1' 13 1/2" 6' 7- 80.0 15'-9' it'-0' 12'-0" 10'-S' 13'-7' 9'-5' 10'-10' 9'-7' 11'-7' 9'-5' W-3' W-6' 1' 13' 6' 7- 8510 15'-0'' 10'-6' 11'-7" 10'-0" 13'-0' 9'-3' 10'-5" 9'-3" 11'-2'' 9'-3' 9'-O' 8'-3' 1' 13' 6' 7' 90.0 14'-2' 10'-1' 11'-2' 9'-B' 12'-6' W-10' 10'-1' 8'-11" 10'-9' 6'-10' 8'-f0' 8'-0' i' 12 1 V 6• 7" 95.0 13'-5' 9'-8' 10'-9' 9'-4' 12'-0' 8'-5' 9'-9' 8'-7' 10'-4' 8'-5" 8'-6' 7--9' 1' 12 1/2' 6' 7- 100.0 12'-9' W-4' 10'-5' 9'-1' 11'-8' W-4' W-5' 8'-4' 10'-0" 8'-4' 8'-3' 7'-6' 1" 12' 6- 7" 105.0 S2'-2' 9'-0' 10'-1' 8'-9" 11'-3' 8'-0' 9'-2' 8'-2' 9'-8' 8'-0" 8'-0' V-4' 1' 11 1/2" 6' 7- 1110.0 17'-7' W-6' 9'-9' 8'-6' 10'-t t' 7'-10" 8'-10' 7'-11' 9'-3' 7'-10" 7'-9' V-2" 1" 11 1/2' 6' 7- 1115.0 11'-1' 8'-5' 9'-6" 1'-4" 10'-7' 7'-8' 8'-8' 7'-B' 9'-0' 7'-8' 7'-8' 7'-0' 1' 11 1/2' 6- 7- 120.0 10'-8' 8'-1' 9'-3' W-2' 10'-3" 7'-5' 8'-5' T-6" 8'-it" T-5' 7'-5' W-10' 1' 11' 8' 7- M.0 t0'-2' 7'-9' 9'-0' 7'-11' 10'-0" 7'-2' 8'-2' 7'-4' 8'-8' 7'-2' 7'-3' 6'-B' t' 11' 6' 7' 130.0 9'-l0' 7'-6' 8'-9' 7'-9" 9'-9' 7'-0' 8'-0' 7'-2' e'-5' 7'-0' 7'-2' 6'-6" i' t0 1/2' S. 7- M.0 9'-5' 7'-2' 8'-6' 7'-7' 9'-6' W-10' 7'-10' T-1' W-2' W-10' 7'-0' 6'-5" t' 10 1/2' 8" 7' 540.0 9'-1' 6'-11' 8--4' 7'-5' 9'-1" - 7'-8' W-11" 8'-0" 6'-10" 6'-4" t' 1 10 1/2'1 6' 7- 145.0 8'-2' 7'-3' W-10' - 7'-6' - 7'-10' - - - i" 10' B' 7' 150.0 8'-6' 8'-0" 7'-2" 8'-6' - 7'-4' - 7'-9' - - - 1- 10" 6" 7' 15510 8--S 7'-10" 7'-O' 8'-3' - 7-2' - 7'-7" - - - 1" t0" I 6' 7" 160.0 W-0' 7'-8" 6'-10' 8'-0' 7'-1" 7'-5' 1' 10' * Fl41E$I 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG ASANCHOR SPACING ..•- ' - AN ANCHOR S CINGHISAVAIIA13LEULES ONSFORR THE7CORRESPONDING SLAT 111F& 18 INDICATE THATFIr1 ERA T/ SPAN AND A.S.O. DESIGN PRESSURE RATING. \\1 •.•'' CE ./ FLORIDA BUILDING CODE(Non Wgh Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ,�\ f 02017 MTECO INC. �raus=�us �G01• 3/8'6 KWIK BOLT 3 ANCHOR OR 5/16'0 TAPCON XL ANCHOR, INTO F NO.4416 Nautilus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR R0111J1gSha1[orSystom Deh4/n WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR "1s• TL E C O,,,,\ DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. . Cr\\� TILLR TESTING a ENGINEERING COYPAIIY EXPERT SHUTTER SERVICES INC. •., 4V \ rsss u...xu.rrt a..-sp.1>oaz. n.1NFe 1626 Sm.88.1UME STREET 17-244 \\ Pwe.pcs)m1-1aTo.p,_Ocs T1-1671 PORT ST.LUBE;FL 34984 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE Fp ' '•,�1Ll " 1 tat PNore(eaa>Tat-w[c,cue(m)en-aaao DRAWING NO DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. S-_�S "��t9 WALTER A Mtn Jr. PIC. — mews P.E. %1 ATE FLORIDA L'c(uf67 m lrc.lSNQT is�i8 . MAX.ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT • SLAT SPAN RANGE oem P RESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't (P 9:30.0 9' 9' 9' 9' 9' g. 9' 1-40 9' 9' 9' 9' 9" 9" 9" 8' 9" 9' 9" 9' 7' S 5/8"9' 9' 9' 9' 9' 8' 5 5/8' 5 5/8' SLAT tum r' >61-1105 9' 9" 9" 9" 9' 6 1/2' 5 5/8' _ �SPAN7_1 MAX. SLAT SPAN FOR A >106-720 9" 9" s" 9" e' 6- - PRESSURE RATING DESIGN GSHALL 51121-140 9" g' 9• 8' T S. - - NESS EXCEED MAX. SLAT 51141-190 9' 9' 9" 7" 7- - - - SLAT SPAN DEFINITION PERFORMANCE CHART ONSPAN INDICATED ON TRAPPED MOUNT SHEET 15. D6wS- SLAT SPAN RANGE PRESSURERATM0'-4't > 4'-S't > 5'-6't > 6'-7't > T-9't > g'-12't > 12'-16't > 16'-20't tiE(Pa. ::30.0 9' 9' 9' 9' 9' 9' 9• - >31-40 9' 9' g• 9' 9' 9' 9' >41-90 9' 9' 9' 9' 9' 9" 7 1/2- >61-60 9 9' 9" 9" 9" 8" - >61-105 9' 9" 9" 9" 8' - >M-110 9' 9. 8 1/2' e' - >1211-1140 9" 9' 9' 7- —7-77 - - - >t<t-sea 9' 9' 8' 6' BUILD-OUT MOUNT UAXSLAT SPAN RANGE Pi�_E 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't E(o. Q © EO D E Q E D D IN e O ® ® E ® @ E E 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' 9" 9' 9" 9' 9" 9" 9" 9' 9' 9' 9' 9' 9" 9' 9' 9' g' 7" 7' 6' S 5/8" 5 5/8' 5 5/B >411-60 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 S/8 5 5/8' 5 5/8- >61-80 9' 9' 9' 9' 9' 9' 9' 9' 9" 9' 9" 9' 9' 9' 7- 5 5/8" 5 5/8" 5 5/8'.5 5/8. 5 5/8' 51611-i09 g' 9' 9" 9' 9• 9" 9' 9" 9" 8' 8- 6 1/2"6 3/4" 6 3/4" 5 5/8 5 5/8" 5 5/8" 5 5/8 - - >t06-120 9" 9' 9' 9' 9" 9" 9' 9` 8" B' B' 6 1/2*, 6' 6" 5 5/8 5 5/8" 5 5/8" - - - - >t21-940 9" 9' 9• 9' 9• 7 1/2 8' 8' 6 1/2 8' 8• 6' 15 5/8'15 5/8"15 5/8 — I — — — — — — - >1<1-1160 9' 1 g' 9' 8' 1 8' 1 6" 1 7' 1 7' 15 5/816 3/4' 6 3/4'5 5/8" 5 5/8"15,,5/Xi ,fit r FLORIDA BUILDING CODE(Non High Velocity Lierricane Zone) _:- 87 C20,7 T4.TEC0 nx Nautilus _ 441 Rolling580HerSyslem 0e/24/+7 Ao::'•-- I -LTE CO 0 CO EXPERT SHUTTER SERVICES INC. TILUT TE4T h ENGIltEERMO COUP"1 _ ,F .• / i ",.. .:<w s A»•rtea u+w 1620 s w.eanioRE STREET_ � rr.:pasxrf-Ivf 17-244 Or7ID 1 PORT Sr.,11QE,FL.34986 �``n WUVANa H. Nolr+ 99- (906)1N!6 r .r"..(r7T)871-OM WALTER A SN[ ,0 O110OAT. �&ATE rIDA4167 iii %I MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT mall" � SLAT SPAN RANGE Dem RA1Ho 0'-4•t >4'-5't > 5•-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't Wz"od) -130.0 8' B• B. 8" e' B' 71/2- 5 1/2- >31-40 B. 8" a. 8' S. S. S. 4' 5-41-FA B' S. 8' 8" B. 6' 4° 3 3/4' t NOTE:. , >61-60 8' 8' 8' 8' 7' 4 1/2' 3 3/4' - MAX. SLAT SPAN FOR A >Ba-t05 B' 8' 8° 6 1/2' 5' 3 3/4" 3 3/4" - SPAN—y GIVEN A.S.D. DESIGN LOAD [06-120 S. 8' 8' 5 1/2' 4 1/2' 3 3/4' - - SHALL I EXCEED MAX: 5-1o SLAT SPPANAN INDICATED ON 5-121-140 8" 7 1/2- 6° 4 1/2' 4' 3 3/4" SLAT PERFORMANCE CHART >t41-160 8" 6' 1 5' 4' 1 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE AM Omar t mom 0'-4't >4'-5't > 5•-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't mom WLvcElDsO s 30A 6" 6' 6" 6' 6' 6' 6' 5 1/2' >31-40 6' 6' 6' 6' 6' 6' 5 1/2' 4 1/2- >41-60 - 6' 6" 6' 6' 6' 5 1/2' 4' 4' >at-80 6" 6' 6" 6" 6' 4' 4' — >6t-105 6' 6" 6' 6' 43/4" 3 3/4' 3 3/4" - >t06-t20 6' 6" 6" S. 4' 3 3/4' st2t-tw 6' 6' 5 3/4• 4" 3 3/4" 3 3/4' >t41-160 6' 6' 5" 3 3/4' 3 3 4° BUILD-OUT MOUNT A-M SLAT SPAN RANGE q� 0'-4't > 4'-6't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12•-16't > 16•-20't Pxr E E E E ® E E E E E E E E c 3G.0 6" 6" 6' 6' 6" 6' 6' 6' 6' 6" 6' 6' 6' 6' 6' 6" 6" 6" 5 1/2' 5 1/2' 4 1/2" 4" 4" 3 3/4- >31-40 6' 6' 6' 6' 6' 6' 6' 6' 6' 6" 6' 6' S. 6" : 6' 6' 6' 5" 4' 4' 3 3/4' 3 3/4" 3 3/4" 3 3/4' 5-41-FA 6' r. 6.6" 6' 6' 6' 6" 6" 6" 6" 6' 6' 66' 4' 4' 3 3/4' 3 3/4' 3 3/4'3 3/4' >01-60 B' 8" 6' 6" S. 6' 6' 6' 5 1/2 6' 6" 5" 5" 5" 4' 3 3/4" 3 3/4' - 3 3/4" 3 3/4" - - >at-toy 6' 6' 6' 6' 6' 6" 6' 6' 5 3/4'.4 1/2 4 1/2' 3 3/4 3 3/4° 3 3/4" 3 3/4" 3 3/4' 3 3/4" - - >106-120 6' 6" 6' 6' 6' S 1/2 5 3/4' S 3/4 4 1/2 4 1/2 4 i/2' 3 3/4'.3 3/4' 3 3/4. 3 3/4' - - - - >121-140 6" 6' 6' 5' 5' a' 4 3/4 4 3/4' 3 3/4 4 1/2-14 1 2' 3 3/413 3/4" 4,,3/A",„•- I - I - - - >941-T60 61 1 6' 5' 4 1/2-14 1/2-13 3/4 4" 1 4° 4' 1 4' 3 3A40 f••• c�ti'• .. \ is ✓ FLORIDA BUILDING CODE(Non FUgFf Velaaty QurritGna Ztmc) >� ? 4�'6,, a' 02017 Ta1ECO MT. Nautilus "Al"ett: . y? � � RolliagS6ntrezSpzfests c9/24/T7 O •. 1L ME C , DATE :"�'�.•� �„-4Ps/•%( R..�.D.....'-fir_ It,• TILLwRawTESINGena-tSEfNoGINERING TTER SERVICES INC.! EXPERT SHU spm1626 S.W.ST0STRE 17-244 .ro:f.1mHn-ut PGRr ST.WOO FL 34984 �•ANAL E�6� ,,ttt °EBUN oc?.d com Fxar•(enol 7.V-v o.rm tmt elf-69ie DRAW"Re wAL1ER A. 9719 Taw Jr.PL rte a ottmm. f a rv.r amts exs P.E.Sft�iN/;;iA URE/DATE FLORIDA Lia f Z67 .e.sot ro sRQT T7 m2a MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W15116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t . WALL MOUNT KD• SLAT SPAN RANGE DE PRRKIM ESSUR150'-4't > 4'-5'tL112- > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RJWGE(p. f.} s 30A g" 8. 8" 8' 8' 6' 4 1/2- 5' >31-40 e" 8. B" 8" 7- 41/2- >41-60 1/2->41-60 g" 8' 8" 8" 4 1/2' - - t NOTE; >sT-eo g' 8• 7- 5 1/2' - - - SLAT MAX. SLAT SPAN! FOR A 8' 8' 7 1/2 5" 4' - - - I"—SPAN GIVEN A.S.D. DESIGN >t06-1120 PRESSURE RATING B. 7 1/2- 6" 4" - - - - Eo2 NEVER EXCEED MAX.HALL SLAT >121-uo 8' 5. - SPAN INDICATED ON SLAT >ut-Tso 7- 5' 4' _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15, TRAPPED MOUNT MAYASM. SLAT SPAN RANGE DESIGN PPATWO RESSURE O-v t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 116'-20't RJW16E(a.:.E.) s 30.0 6" 6' 6- 6" 6- 6- 6' - >31-40 6" 6' 6" 6" 6' 6- 4 1/2- >411-60 6' 6- 6° 6" 6" 4 1/2" >61-60 6' 6" 6' 6" 5' 4 1/2- .191-1105 6' 6' 1 6- 4 1/2- 4 1/2- - - - >t06-120 6' 6' 5 1/2" 4" 4 1/2' >121-140 6" 5' 4 1/2' 3 3/4" - >t<T-160 6' S" 4- BUILD-OUT MOUNT ML A.&D. SLAT SPAN RANGE OEM PRESSURE (Y-4•t > 4'-5't > 5•-6't > 6'-7't > 7'-9't > g'-12't > 127-16't > 16'-20't RµRA(pGsf) E E EO E E E @ E E E E @ E Q 6 30.0 6" 6' 6" 6" 6" 6" 6" 6- 6' 6' 6" 6" 6' 6' 6- 6' 6- 5 1/2' 4" 4 1/2" - - >31-40 6' 6" 6" 6' 1. 6.6" 6- 6' 6- 6- 6' 6" 6" 6' 5 1/2" 5' 4 4' >41-60 6- S. 6- 6' 6" 6" 5 1/2' 5 1/2" 6" 6" 6" 6' 6" 5 1/2' 4 1/2 - - 3 3/4' - - - >61-80 6" 6" 6" 6' 6" 5 1/2 5 1/2' 5 1/2" 4 1/2 5' 5" 4" 4" 4' - - - 3 3/4" - >81-105 6" 6" 6" 6' 6" 5 1/2 5 1/2 5 i/2' 4 1/2 3 3/4" 3 3/4' - - - - - - - - - >to6-ua g" 6" 6' 5 1/2' 5 1/2' 4 1/2 4 1/2 4 1/2' 3 3/4 - - - - - - - - - - >T2i-too s' 6" 5 1/2 4" 4- - 3 3/4' >T<t-1160 5' 5' - / tTT� •..••' "•.,`r�''-. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) f na 02017,A,ECO R.C. NautilusLr- . * r-1 4767 / RoffingrSbaKerSystem te24/17 DATE TILLR TESTING a ENGINEEMNO COMPANY EXPERT SHUTTER SERVICES INC. =�// ass x�.xw m.am,wr_rA uiawi n suu 1626 S.W.6TSMORE STREET 17-244 `' \ Apr:(JO!)Qll-ISW.ra:(11!)nl-1•JI \ PORE Sr.LUC�=Ads•.. RID t\1 - 71t— m )1iS-9os6.FAL-(M)e 7(-OO DRAWING No EB-00069 •• 1 WALTER JL TILM Jr.P.E. mens Jue ue.e. mane ua 'F.E 5 %5109/.TE iLOR10A u"./4161 m.». SHEET IS Of 26 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 BUILDII4GS (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 6010 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 1 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >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 1 1186 1 400 1322 1 480 1873 560 1 1740 1 640 — — — — — — SLAT ~SPAN [� -- *NOTE'. SLAT SPAN DEFINITION if-SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES IN POUNDS PER UNIT FOOT CP SHUTTER HEIGHT AT BOTH JAMBS, SEETHIS SHEET FOR VY&Vy VALUES. Vy SIDE RAIL VX `a 6 Vy ;'1,'�P�VG�S�T✓j• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorro) No.44167 02017 TLTECO INC. car]a+6r *: * *; Nautilus L� � RoLEagShuKerSyslom ce/ts/n EXPERT SHUTTER SERVICES INC. �� TILLn TESTING @ CNGINEERINO G04Pn e L 7Ynf+-.;;+yFlw*' • 1 cue nc xu.sa.w.w.vsacw.�cNrnrs.n ni« 1626 SM.ST. FURORE STREET 17-244 3498 ONAl��6i� ..:I w T,9'"]�_,,,, (Bec749_90.6. 9-90.6. FL(T]7)WI_W MAW010 W wuttr+].nuf(Ir.P.E. P.E.SEAL/sdrLWA DATE nowon(;e.B a6,67 an,w, nan n sRE[r 19 or 26 SLAT PERFORMANCE CHART Ib 1 & IC 1:(ONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART IIb 1 & LIC 1:(ONLY VALID FOR 1!4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D.DESIGN LOAD .6. SLAT SLIP 1!6'AND FOR A GIVEN MAXIUMIAS.D.DESIGN PRESSURE RATING(P.s.f)AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUM ASD.DESIGN PRESSURE RATING(p"AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS /2"W TUDS. INSTALLATIONS%70 STORM BARS PER DETAIL BROW INSTALLATIONS Wro STORM BARS PER DETAIL BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib1 USE W/ CHART IC1 CHART III)) Uf x/ffb CHART U01 � Nvu[t0�mlxaratraolesu6¢AsatDD 1ww" MAK SLAT SFIMSLAT L*L usE wuot 3(C!i(1eFET1 M4111£AD Nara6e Asa lard USE HAOAAI WLE BEiAFFLI Pas LE ND 1EMi06f ASD Tao Asoma. Lw xl(ft) SLS'(R TO B ac�aF�m USE Uk=M POSITIVE"D VISoOTAPCONXLANCHOR ON.SLAT LOAD VµtK 5116.OTAPCONXLANCHOR MIN.SL T LOAD VA � WOOD GRADE DF� �T uID-r cert W 0 STOFw BFH5 SPAN SPAN LWG SEAT SPAN REDUM LIN.STPARMM TD UAXLW REQUIRED MAX.AAT SPIN 'LMIN' REQUFM IML SEPARATION TO (P•0 rnls � TAff vwe z v,o m+� 'LMA1G'(ft) (ft) 4ESURFD TO BMX OF SLAT(In) 0 9m 'LMAX.'(1t) (ft) LIESURED TO BACK ar SLAT CSI) SOUTHERN PINE/2(C=0.55) 60. 4'-5' 4•-5• P�stetE2110=1=06=0 +t LAID-OW ru TAws� W 0 STORM BARS Pt�Ssi RE WALL [ultO our BULD-our KUL ITAPM WIG STORM BARS pJam1NT W/ u w/ r IXw-OAn ROM YOl t(r W/ W/ r NHP-mlT DOUM411R-SOUTH(G=0.46) 60 4'-5' v-5' 0'-0' DA0 % a- m ro ZONES wwa zoNS IPSO X37 s WIND zOHES wO+o.7=zouBPRUCE PINE-FIR-SRH(G-0261 60 4'-5' 4'-5' DEgm (sx Dolts a 1-3 4 N01Lsa) (sm W-mma (mm N=A) +-� 4 304- ta'-(r so'-o' m'-O" B'-1" r 8 1/2` 30.0• 8'-3' W-3' 8'-0' 7'-7' 1. B 1/8 ` 35.0- t0'-O' lw-o' 10'-0' 7'-9' i' 8 1/2' 33.0« V-9' 7'-9' 7'-9' 7'-3' 1' EI-1/8- 40.0 1/8'40.0« %w__Or 1O'-0- 10'-0' 7'-5' 1' 8 1/2' 40.0•• 7'-7' 7'-7' •7'-7' 7'-0' 1' B 1 8' 45.0•« LO'-O' to'-a' IK-0' 7'-2' i' 8 1/2- 45.0«' 7'-4' 7'-a' 7'-a' 6'-9' I. B 1 8' > Y(7 50.0«• 90'-0' la'-0' 10'-0" 7'-0' 1" 8 1 2- 50.0•« 7'-3' 7'-3' 7'-3' 6'-8' 1' '-<'6550•« t0'-Cf 101-01- +0'-0' 6'-9' 1' 8 12' 11&0••« 7'-3' 7'-Y 7'-3' 1 6'-4- 60.0- 0.0•« 16'-0' 10'-0" 10'-0' 6'-9' 1 t' 8 1 160.0`•• 7'-3' 1 7'-3" 7'-3' 1 6'-2" 1 1' B1 8' -----•--•---------�-()------ SLAT PERFORMANCE CHART III):(ONLY VALID FOR 118'SLIP) SLAT PERFORMANCE CHART N:(LESS THAN 118"SLIP) '�`_y sur FORAGOlElN MAXIMUt.SIRSTALLATION WOSTORMB7RS PER TER MOUNT CONDITION FOR FOR A GIVEN AS.D.DESIGN LOAD(p.s.O.SHUTTER MOUNT CONDITION INCLUDING I� l�� i i� tz INSTALULTICNS1Av0 STORM BARS PER OETAIL2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW I L� USE 1T/ ! �/ ti, I 1 SLAT SPAN DEFINITION CHART IIIb i mbf. CHART IIIc 1 ;? ; % 5116"m TAPCON XL ANCHOR USE Wn&U WOE BELIEDI POMNE NO IHG K Asa L111D ;H�P-6:h'MR t. USE MAXI"POSMOE A.S.D. USE MkISM VALUE BETWEEN POSITIVE USE LIAIMM i "r r MR SN6"6TAPCONXLANCHOR MIN.SLAT LOAD vuuE AND N=TK A.S.D.LOAD ASD.LOAD VALUE SPAN - YAX.SEAT YB7.SLATmmm UK uAX A � AT SPAN • R• FISLIUM SO A SEPAPM TO GM SPAN SPAN To CLAS MEAaiM TO A= 'LUA)C•(F() (rt) RESURED TD BAC(OF SLAT O�) DESIGN 'Lwu.' FT 'LAIrL'(FT) teal Or WR tom) \\\\\\ \\\\\ I/2`Ptwnco AND OEM L LAD WAU.TRAPPED WAIL.T uPPly (2)2.4.4000 Saar PRATING tlA(L BL1Iap-(«Lc BIINaq-«IT &a^-o°m w o sroRtA BARS yrgtuRN.ta-our ®tlwa-a,i W/o sroRu BArs Y� M.�„SEE.EMD)t PA11Na (IOUNT Ima�J W/ �3'x/ r (pst) `W (6 W.wam zoNEs rru+a zoHE Us6NmEs A �mm A +3DN �4�E DETAIL 1(ELEVATION) (p7) t9£ImESSI to Netts es IsrE Num 6 L- +-3 s 30.0• 7'-6" 7'-6' 7'-6' W-7' 1' 8 1/8- 30.0• W-6' 35.0- 7*-2" 7'-2' 7'-2' 6'-4' 1' B 1/8' 35.0 6'-3' 4D.0« 6'-9" 6-9' 6'-9" 6'-1' i' 8 1/8- 40.0« 1 '-a' a NOTES; 45.0••• W-8' 6'-8" 6'-8' V-11' 7' B 1/8- 45.0•" 3'-70' 50.0«• 6"-5' 5'-5" 6'-5' S-B" 1' 8 1/8, •« 5'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0•« V-3' E'-3' 6'-3' S'-7" 1' 8 1/8' 55.0«• V-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0•« 8-t' 6'-1' 6'-1' S'-5' 7" 8 1 6' 160.0«• 5'-s IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. YR 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 _ _ _ •VAUD FOR DOL AS4111-SOUTH(G-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUNfRN RIE#2(0-0.55) SIDE OF OPENING SHALL BE 33'. __tel VAT SFEdAE PINE-FIR-SM(G-.36) . 2P"" «VMD Fat ootA�ws- (G=0.46)R-Sam((G .46) SOUTHERN PIE/2(6-0.55) 11-1 3�4 1 s 3 SLAT SPAN DEFINITION VN1D FOR 90UIffTdN Fr8 RA;L ,0& , „ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zeno) 11 IO'-o' CLT BULD-otr i i 0201.7 TILTECO Mc. • DRAWN Br. I " No. Nautilus INSTALLATION INTO WOOD FRAME STRUCTURES c• = r RolEtLtgSh¢HerSyalem FAI24/17 ? t'•` :4 ' . EXPERT SHUTTER SERVICES INC. \\ \\\\\\\\�\\�; \�� _ •', �'\ TIl.U1 7FSTINO dl ENOINFFRINa COYPINY =u_r cnmr„n nuc 7628 S.W.BRTUORE STREET Yn �Iyh' W WOO) A M..A,pyp„_uo.r. :(1m1l11.1}71 17-244 :: \ PORT Sr.LOGE,FL 34986 OaArenlC Ifo (2)2'r.6'WlXO STUDS _ �i(''''•,,,OR+ A1� a-maX:1CM6719 FAM Sm mm)t � � �� .IA ®.TLUT19 P�l>�)149-�.ru:(n7)67A-Y.Go as (�• ) -_ WALTER A 1RItt Jr.P.E. DETAIL2(ELEVATION) Pf.'.?Ek-'/SIGNATURE/DATE PLORM&Ue /'167 1CLP set. SKXT 20 or 26 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RAN(GE 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) ukv" SLAT SPAN RMMSLAT SPAN RANGE WOOD GRADE WIND° WOOD GRADE �E `>6 to 7'`>Y (P"H 01-T to 4-W 530.0 6" s 30.0 6" 6" 6" S. 6" 6" SOUTHERN INE #2 40 6" SOUTHERN PINE 02 40 6" 6" 6" 6" 6` 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" 4 3/4" 3 1/2" 60 6" 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH 5 30.0 6" DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6" 6" 6" 6" (G=0.46) a0 s" (G=0.46) 40 6' 6" 6" 5 1/4" 5 1/4" 4 1/4" SPRUCE PRIE-FIR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 s" 6' 6" 6" s" 5 1/4" G=0.36) G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) YuauLu SLAT SPAN RANGE WOOD GRADE 19-" >4'-' >5'-6'` >5-Y >7'-v" >g-to' ("o YOIINT.1 E YOUR WA YOUR INA YdttR W E =--Aa=N YOO1R WE YOU.T W rg YOUNT Y OOL6Ff W YOUR W IIOUIf W E 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6- 6" 6" 6" 6" 5 1/4" 5 1/4` (G=0.55) 50 6` 6" 6" 6" 6" 6" 6' 6" 5 1/4" 5 1/4" 4" 4" 60 1 6` 6" 6" 6" 6" r. 4.3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS—FIR—SOUTH 5 30.0 1 '6" 6" 6" 6" 6" 6` 6" 6" 6' 6" 6" 6" (G=0.46) 40 1 6" 1 6" 1 6" 6" 1 6' 1 6" 5 1/2" 5 1/2' 5 1/2" 5 1/2" 4 1/2' 4 1/2" SPRUCE PN FIR—SOUTH s 30.0 6" s' 6` 6' 6" 6" 6" 6' 6" 6" 5 t/a" 5" G=0.36 F ll/j *AMAAX. SPAN FOR SLAT FORA :��111 "VC S •/� t FLORIDA BUILDING CODE(Pion RIgh VelocSy Hurricane Zone) GIVEN A.S.D. DESIGN LOADN0.44167 s 0:077 mnm INC. Dqum er. SHALL NEVER EXCEED MAX. Nautilus LC, SLAT SPAN INDICATED ON RaungS6erttersystam- Ca/24/17 SLAT PERFORMANCE CHARTS ON 20 SHEET. , IL E C O, an `l . EXPERT SHUTTER SERVICES INC. '• �/ 7ILA3T TESTING&ENGINEERING COMPANY nn �p}y��q a 11 a "W.••Rq a,.r.gym.gym:..n�ooa n MIN f 826 S.W.eINORE STREET 17-244 `: C.';�"•.'.4 G�;`111 �w•'(�rtro®U Co L,N. "I ngnE:PORT 7ST.L C, F 34984 aTf-a1I 10 ORAWINO Ne `• WALTER A.TLUrP.E. �► a4 P.t:. SFAL/314TdAlUNt/GATE FLORIDA L'c.114167 m te.mt . SHEET 21 Or 26 4 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)*` �`oM STORM BAR SPACING (Fr) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' p9f 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-o" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" I W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11'-o" 11'-0" 11'-0" 11'-o" 11'-0" 1 11'-0" 11'-0" 11'-o" 11'-0" 50.0 11'-0" 11'-0" 11'-0" ill-01, 11'-0" 11.-0.. 11'-0" 11'-0" ill-0.1 11'-0" * THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-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" 11'-0" 11'-0" 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" 11'-o" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 70.0 11'-0" 11'-o" 11'-o" 11'-0" ill-o" 11'-o" 11'-0" 11'-0" * 11'-o" * - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 80.0 11'-o" i i'-0" 11'-0" 11'-o" 11'-o" ill-01, 11'-0" 10'-10" * - - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 90.0 W-0, 11'-0" 11'-o" 11'-o" 11'-0" 11'-0" - - - - 95.0 11'-0" i 1'-0" 11'-0" i 1'-o" 11'-0" 11'-0" - - - - 100.0 11'-0" t 1'-0" 11'-o" 11'-0" 1 1'-0" - - - - - 105.0 11'-0" t 1'-0" 11'-0" 11'-o" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 1 t'-o" 11'-0" 11'-0" 11'-0" - - - - - - 120.0 - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" III-01. 1 1'-0" - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-o" 11'-0" - - - - - - - 145.0 11'-o" 11'-0" 10'-11" - - - - - - - 150.0 - 155.0 - 160.0 *# MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN Pa r' EN 9 - FLORIDA BUILDING CODE(Ron Wgh Velocity Uurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. k 02017 r1XCO INC. MAW er No 4416 Nautilus * IL ECOINe. RoMgSbuKerSysfem Cis/cs NC I TILLIT TCSTINO h ENOMLCanlO COMPANY EXPERT SHUTTER SERVICES I . • � ......... ��.•�-V'1 e�"...ws 5t s..sre,vm�u cu®,s,n ss,ta 1628 S.W.B�LINOP.E STNEET `� vo..":c x�,-,v, Poor Sr.LUCK FL34984 17-244 ,,,02:talueoaeel.eem Oa�Wmc Ne �� aC •••••••••��tltL o- EB-aDOG7t9 n leoo)ras-w•�6 W.S.r�.Y:(Trx) mm,s eu WnDR A i..I u.P.C. P.E�'9frpy��Sj�ty�yTJIR DATE Roams u�./4ate7 i CN[cT 22 Ouse 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-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) STORM BAR SPACING"a"(FI) STORM BAR SPACING"a"(FT) OEM2' 2.667' 3' &W 4' 4.5' S' 5.5' 6' 6.667' � 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 8' 8.687' 30.0 D.CD 0.9CD AB.C,O AB,CD 8, D BCD ABC,D AB.C,D AQC,D AB,C,D 30.0 A,BC,D O.C.0 AB,C,D &SICID ARCD ARCD AB,C,D AIBIC BC AJIC 35.0 B,CD 0.BCD A9,C,D AS,C.D &BCD 0,C,D ABC.D ABC.D AB,C.D AB,C,D 30.0 ABCD AB.C.D AB,C,D 0,C,D AB,C.D ABC ABC A,8,C AS A 40.0 AO 0 0.B C,0 AR.C,D AB C D AB C D BCD ABC.D B C 0 AB,C,D AB,C,D 40.0 AB,C.D B C.D AB,C 0 AB,C D &B,C A.B.0 A.B.0 A A A 45.0 ABC.D 0.8CD A.B.C.D &BCD ABC,D A.B,C,D B.CD A.9,CDA.B.C.D AB,C 45.0 A.B.C.D ABCD ABC,D 0.80 ABC ABC A A A A 50.0 AB,C.O A.84.0 A.B.0.0 AB.C.O A.B.C.D &8 C,D A.B,C.O &BCA A.B.C.D A9,C 1 50.0 ",C,0 B C,D ABC,D jqq AB,C A A A A 4- SSA AB.C,O AB,CA A.B.C.D AB.C.O A.B.C.D A.B.C.D A.B.C.D 0.9,C,D A.%C 0.B.0 55.0 AB,C,D ABCD &SC &BIC A A A A A A 60A A.B.C.D A.B.C.D A.MC.D AB.C,D AB.C.D A.B.C.D A.B.C.D A.B.0 AB,C A.B.0 50.0 0.B,C,0 A.B.0 A.B.0 AB A A A A A A 65.0 B C D ASCD 0.B C.D B,C,D a C,D AB C,0 AB,C A.B.0 ABC B e0.0 B C O AB,C 8 C A A A A A A A 70.0 BCD BCO BCD BCD ARCD BC BC BC B A 70.0 B,C0 AB,C 0.8 A A A A A A 750 AB.CD BCO BC,D 0.BCD BCD A.BC BC 8 A A 75.0 &B.C,D ABC A A A A A A 60.0 AB.C.D A.B,CA A.B C.D A.B.0,D B C &B,C A,B,C A A A 60,0 B C B A A A A A 55.0 B.CD BCD 0.BCD BCD BC BC B A A A B&O ABC A A A A A A 00.0 &B,C,D AB.C,D A.B.C.D A.B.0 AB,C A,B.0 A A A A 00,0 9.0 A A A A A" 95.0 A,60.D I A8,C.0 A.B.0 FAB A A A A 00.0 A.BC A A A A A 100.0 BC.D 8 0 0.9.0 A.B.0 A A A A A 100.0 ABC A A A A 105.0 A.B C.D &B C 0.8.0 AB A A A A A 103.0 AB A A A A 110.0 AB.C,D 0.8.0 A.9 C, A A A A A A 1104 A A A A 1f5A A.B.C.D B,C ASC A A A A A A 113.0 A A A A 120.0 &B.C.D AB.0 AB A A A A A A 120.0 A p A A 125.0 0.BC.D A,B,C A .A A A A A A 125A A A A 130.0 0.B C.D 0.8 C A A A A A A A 130.0 A A A 1354 AB C.D A.B.0 A A A 135.0 A A A - - 140.0 AB.G.D AB A A A A A A - 140,0 A A A1434 AB.C.D 0.B A A AAA A _150.0B,C.O A A A A A - - A A 155.0 AB.0A A A A A A - - 157.0 AA1604 B CA A A A 160.01 A A ANCHORS TYPE LEGEND A 3/80 CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Mtn. EMBEDMENT*& 5' Min.THICK POURED CONCRETE(f'c = 3000 psi) B 3/8'0x1 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4' Min. EMBEDMENT*TO POURED CONCRETE (f e - 3000 psi)& 3/8'o-16 MACHINE SCREWS C 1/4'0x3/4'ALL POINTS SOLID-SET * �APtb A ANCHORS W/7/8'Min. EMBEDMENT TO ��. POURED CONCRETE (f'c - 3000 psi) & C��/ 1/4'0-20, 18-8 STAINLESS S1EEL MACHINE ��, •••v -'•tr••••;`.�: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCREWS f* •94187 02017 nLTFca NO. CRAM 81: D 5/16'0 nV//BUILDEX TAPCON ANCHORS W/ k.a; * e NautilusLr- 2 1/4'Min. EMBEDMENTTO POURED �� • (` \\ RoQlagShafer syn 08/24/,T CONCRETE (f'c = 2899 psi) L ECOsme. TIWT iSNO h EN6N ...11EXPERT SHUTTER SERVICES INC. _ 6 \ aua ua ww.w.v.,mx vxaa wro.�„n.ava 1828 S.W.BiLT40RE GfREEf 17-244 * -I / •..... •''�V 111 w.w.(11!7.0.-14D.rm,fTas7p1-rv. PORT ST.LUCff,FL 34984 EMBEDMENT IS BEYOND ANY FLOOR/CEILING FINISH ��ONAL E�6 II'1 -,a,f2t-0 s- (ew)T4�-soca,Fu lm)sn�e ouvm'r' 1 WALTER A TRL5 N,P.E rnr n,a ®'(M FA at»no m P.E. SEAL S'(LWA E/DATE rLOR'w Lk.f 44,67 . Mn . SUM 23 ffm r e SCHEDULE 1a FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.f.),L A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT)` MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(m UAL Ago Us^ ©4"x8'xt/4'MULLION Gt 4°k8'kt/4"MULLION G2 4'z75A14'THICK(W FLANGE)MULLION �� tt w ©4'x8'x114'MULLiON G1 4 x8"x1/4'MULLION GG2 4WV14'THiCK SPAD7Nf MAIMP SPACIN7 ("o'FUVIGE) . (� ORTMAnDN$i (�) OR[EMTATIAI q2(p) ORfEHFAnON 1 4# ORIENTAnON#2(p) OMENTAPON d1 ORIENTAnON#2(Off (W-) (ft) CRIENTanON Ot ORIEMMA f2( ) ORIENFAnON il OMENTAn0.N fZ p) ORWrAnON/2(p) r6-2' INTERIOR ENO MMOR END MITERtOR END IMER:OR END END tNTERIOR END NTMOR END INFERIOR CIO INTIMIOR END INTERIOR END NrVWR 30.0 20'-0' 9'-8' 7'-Y 12'-0' 9-4" 10'-7' 8'-0" 12'-6' 9'-8" T-8' 12'-6' 30.0 20'-0" 7'-10' T-8' 7'-Y 12-0' 9-4' 10-7 6'-0"- 12'-G* 3&0 20'-0' 9'-3' 8'-9' ii'-5' 8'-8' 101-0' 7'-7' 12'-6' 8'-11' 6'-11' 12'-6' 35A 20'-0' 7'-4' 9'-3' 6'-9' 11'-5• 8'-8' 10'-0' 7'-7' 12'-6' B'-11' 12'-6' 40.0 20'-O' B'-10' 6'-4' W-11' 8'-Y 9'-P 7'-3' 12'-61 B'-5' 6'-6' 12'-6' 40.0 20'-D' 6'-f0• B'-10' 6'-4' 10'-11' 8'-1' 9'-7' 7'-3' 12'-6' 6'-8' 12'-61 45A 20'-0' B•-6' 8'-6' 10'-8' 7'-8' 9'-3' 6'-11' 12'-6' 7'-11' 6'-2' 12'-8' 454 20'-0' B'-6' 8'-8• 81-6' 10'-61 7'-B' 9'-3' 6'-11' 12'-6' 6'-Y tY-6' 504 20'-0' 8'-2' 6'-0' 9'-it' 7'-4' 8'-11' 61-7' 12'-8' Y-4' V-11' 12'-B' 50.0 20'-0' 6'-2' B'-2' 8'-0' 10'-2' 7'-4' 8'-11' V-3' 12'-6' 5'-11' tY-6' 560 20'-6' 7'-it' 5'-9' 9'-0• 6'-8• 5'-7' 6'-S' 12'-4' fi'-8' S'-7' 12'-8' 5&0 ZO'-0' 6'-11" 7'-11' 5'-B' 9'-10' 7'-0' 8'-7' 4-10' 12'-4' S'-7' tY-6' 80.0 t9'-5' 7'-9' S'-6' B'-6' 8'-L" 8'-6' 6'-2" 12'-0' 8'-<' S'-6' 12'-8' eb.0 19'-5' S'-9' S'-6' g-8' 8'-10" 8'-B' 4'-8' 12'-0' S'-6• 12'-6'5510 S8'-4' 7'-9' S'-C 8'-4' 8'-4" 8'-4' 6'-2 11'-f0' 6'-4' 5'-6 12'-6' LLS.O 1B'-4" S'-9 7'-9' 5'-4' 9'-7• 6'-10' 8'-5' 4'-8' 11'-10' S'-6 12'-6' 70.0 17'-4' 5'-9 7'-8' S'-C B'-2' 6'-3' 8'-Y 8'-2' 11'-9' 6'-3" 5'-8 12'-6' 70.0 17'-4' 5'-9' 7'-8' 5'-4' 4'-6' 6'-10' 8'-4' 4'-8• 11'-9' S'-6 121-8' 7510 16'-8' 5'-9' 7'-7' 1 Si' 8'-0' 6'-3' 81-0' 8'-2' 1V-7' 6'-3' S•-8 2'-5' 75.0 1 18'-6' 1'-9' 7'-7' 5'-4' 9'-S1 6'-10' 8'-3' 4'-8' 11'-7' S'-6 121-S' 50.0 15'-9" 5'-91 7'-7' 1 S'-4' Y-16" 6'-3" 7'-10' 5'-2' 1V-6' 6'-3• 8'-6 12'-4' 804 15'-9' 1'-9' 7'-7' 51-4' 9'-4• 6'-10' 8'-3' 4'-B" 51'-6' 5'-6 12'-C &S.0 15'-01 5'-9' 7'-74 Wr 7'-9' 6'-3' 7'-9' 6'-2' 11'-5' 6'-3' 5'-6 12'-3 660 15'-0' 5'-9' 7'-7' 51-41 9'-3' 6'-10' 8'-2' 4'-8' 11'-5' S-6 12'-3 904 54'-Y 5'-10' 7'-7• 5'-5' 7'-9' 6'-4' 7*-9' 6'-3' 11'-5' S'-4' 5'-7 12'-3 90.0 14'-2' S'-10' 7'-7' 5'-5' 9'-Y B'-11' 8'-3' 4'-10' 1'-5' 6'-7 12'-3 9510 13'-51 S'-10' Y-7' S'-6' -B" 6-5' 7•-B 8'-4' W-5' W-5' 5'-8 12'-3 960 13'-� 5'-10' 7'-7 T-6" 9'-3' 6'-11' 8'-3' 4'-11" 11'-5' S•-B /2'-3 tOOA 12'-6' 5'-11' 7'-7' 5'-Y 7'-9' 6'-6' 7'-9' 6'-4' 11'-5' 6'-6' 5•-9 12'-3 1000 12'-9' Y-11' 7'-7' S'-7' 9'-3' 7'-0' 8'-2' 5'-0' 11'-5' S•-B /2'-3 10510 t2-2.' 6'-0' V-7' Y-Y 7'-9' 6'-7' 7•-9" 6'-5' 11'-5' 6'-7' S'-9 12'-3 5060 12'-2' 61-0' 7'-7' S•-7' 9'-S' 7'-1' 8'-2' 5'-1' 11'-5' 5'-9 tY-S 11010 ft'-7' 6'-O' 7'-7' 5'-8' 7'-9' 8'-8' 7'-9' 6'-6' 11'-5' 6'-8' 5'-10' 12'-3 110.0 IV-7' 6'-0' Y-7' S'-8' 9'-3' 7'-2' 8'-3' 5'-3' i1'-5' 5'-10• 12'-3 t16A ti'-i' 8'-1' jr-6" 5'-9' T-6' 6'-9' T-9' 8'-T ii'-5' 6'-9` 5'-11' 12'-3 1t" 11'-1' 8'-1' Y-7• 5'-9' 9'-3' T-2' 8'-3' 5'-4' 11'-S' 5'-i 1' tY-3 120.0 lo*-8' 6'-1' 5'-9' 7'-9' 6'-10" 7'-9' 6'-7' 11'-5' 8'-10' 8'-0' 12'-3 120.0 10'-8' 6'-1' 7-6' 5-9' 9'-3' ' ' B'-2' S'-5' 11'-5' 6-0' 12'-3 12&6 t0'-2' 6-2' 5'-10' Y-10' T-0' 7'-i0" 6'-9' it'-9' 7'-0' 6'-1' 12'-3 123.0 10'-2' 6'-Y 1'-7' S'-f0' 9'-3• Y-C B'-3' 6'-9' 11'-5' 6'-1• 12'-3 13010 9'-TO' 6'-3" Y-10' 7'-9' 7'-0' 7'-9' 6'-9' 11'-5' 7'-0' B'-1' 12'-3 1304 9'-10' 6'-Y 7-7' S'-f0' 9'-31 Y-4' 8'-2' 6'-9' 11'-5' 6'-1' 12'-3 135.0 9'-5' 6'-4' S'-11' 11'-5' 7'-2" 6'-2' 12'-3 135.0 9'-5' O'-4' 7'-7' 5'-11' 9'-Y 7'-S' 8'-3' 8'-10' 11'-S' '-2' 12'-3 14010 9'-S' 6'-4' C-0' 7•-10' 7'-3' 7'-10" 6'-11' 11'-5' 7'-3' 6'-3' 12'-J 140.0 9'-1' 6'-4• 7'-7' 6-0' 9'-3' 7'-6' S'-3' 6'-11' 11'-5' 8'-3' 12'-3 145.0 B'-fo' 6'-5' 6'-0' 7'-9' 7'-4' 7'-9' 6'-11' 11'-5' 7'-4' 6'-3' 12'-1 1454 B'-SO• 6'-5' 7'-6' 6'-0• 9'-3' 7'-6' B'-2' 8'-11' il'-5' 6'-3' 12'-S 150A 8'-6' 8'-6' 6'-t' 7'-9' T-5' 7'-9' 7'-0' 11'-5' YDS' 6'-4' 12'-3 =0 6'-6' 6'-6' 7'-7' 8'-1' 9'-Y 7'-7' 8'-2' 7'-0' 11'-5'155A B'-Y 6'-6' 6'-2' Y-9' 7'-B' 7'-9' 7'-1' 11'-51 7'-6' 8'-S' 12'-3 15510 8'-J' 6'-6' 7'-7• 8'-2' 9'-Y 7'-8' 8'-2' 7'-1' Iw.0 I 6'-7' 7'-6' 1 6'-21 7•-9' 1 7'-7' 7'-9' 7'-2' 11'-5' 7'-7' 6'-6' 12'-3 1500 8'-0' 1 6'-7' 7'-6" 6'-2' 9'-Y 1 7'-9' 8'-2' 7'-2' 11'-5' G-6• 12'-3 •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, ND MULLION 3 I c INTERIOR 111111'' r s ! MULLION S1 �1 ,tt ••�C "s•,�v✓;: FLORIDA BUILDING CODE S� (Non High Velocity Hurricane Zone) ••:l-'r••�.•'$=-•I . ,, : 0 7017 TILTECO RIC. Nautilus ORAAW Br MULLION SPACING:"S" W/24/17 ?;r �• IL E C 0 INC. Rolli6gShertter6� e� TILLIT TC971N6 a ENGINEERRIO COMPANY EXPERT SHUTTER SERVICES INC. DANCO sJ� `•''_��ty•�`_11 .K^NY.?stn.n.v.aC•vawAC�1 s n.3.1:x4 1628 S.W.U LTMORE STREET �� /�/ �`• 111 wog.:L7R5)A1-1310.r..:(1ryS1N_&N PORI ST.Lum R.34984 17-244 ��gL.Ey6\`-11111 a.3-600rn6 Lwm WONL'(900)749-M.FAY: 772)671-mo OPAWfC No s"JrJJrrJ1 WALTER A,MLR Jr.PLL P.E. SEAL/SIGNATURE/DATE f7.Ow0A tk.11 44167 m..m: .n sNCEi a<6ra6 SCHEOULE 1b SCHEDULE210 FLOOR TO CEILING(TRAPPED)MOUNTING MAX_SPAN(R)FOR END AND INTERIOR MULLIONS FORA GIVEN WALL MOUNTING MAX.SPAN IFTI FOR ENO AND INTERIOR MULLIONS FORA GIVEN A.S.D. AS.D.DESIGN PRESSURE RATING!D-s.f.).&A 17-0•MAX.MULLION SPACING(III DESIGN PRESSURE RATING(P.S.F.),&A 17-0•MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(Ft) MAXIMUM MULLION SPAN(FT) MAY- A= t902Mrt ©45c6•x1/4'MULLION G1 4'x8W4•MULLION G2 4'x7'xiW THICK(3!8•FLANGE)MULLION P MAXIIJU DEDW ©W'x6"x1/4'MULLION G1 4"x8SA/4•MULLION n 4'x7-XW THICK SPACM PRESSURE SPACINGRIM JrV FLAYGE)MULl.iDN (�• r-a" N rt ORIENTA11oN 2 0 ORIENTATION 1 CRIDDATNN 02( ) ORIENTATION 1 ORIENTATION/2( (P••C) (B)• RPENTATIOtJ jt OPoTJO'A7N!4 2 ) ORIENTATION 1 T ORIENTATION/2(0) ORIENTATION i2(0) ImmoR END BOERIOR END INTERIOR DJD PJTERIOR END END INTERIOR DN INTERIOR DM INTERIOR ENO LNTVUCR END INTERIOR ENO WE IOR 30.0 12'-0' 11'-6' 9'-9' 12'-6" 12'-6' 12•-6" 10'-7" 12-8" 121-6' 11'-3" IV-61 30.0 12•-0• 9-9• 111-61 9'-9 +2'-6' 12'-8• 12'-8` f0'-7' 12'-8• I1'-3' 12'-6' 38.0 12'-0' f0'-11' 9'-2` 12•-6' 12'-6' it•-1f• 10'-0' 12'-6' 12'-6' 10'-4' 12'-8' J10 12'-O' 9'-2' SO'-11' 9•-2' 12'-8• 12'-S' it'-it' 10'-0' 12'-6' 10'-4' 12'-6' IQA tY-O' 10'-5' S'-B' 12'-6• il•-6' 11'-4' 9'-6' 12'-6' 11'-10' 9'-7' 2'-6' 40.0 Ir-w a'-9• 10'-5' B'-9' 12'-6' 11-' 11'-4' 9'-8' 12'-6' 2'-7' 1Y-6' 46.0 fY-0' 10'-i' 8'-4' t2'-5' 10'-11' 10'-11' 9'-1' 12'-6" 11•-2' 9'-0' 12•-6' 40.0 12'-0' 6'-4' 101-1' B'-,V 12'-S' 10'-11' 10'-1' 9'-1' t2'-8' 9'-0• fY-6' 600 92•-0' B'-1' 12'-0' t0'-4' 10'-7' 0'-9' 12'-8' 10'-r B'-8' 12'-6' SOA 12'-0" 6'-1' 9'-5' 8'-1' 12'-0• 10'-4' 10'-7' 9'-B' 12'-8' S'-6' t2'-6' 65A f2'-0' 9'-5" T-10' 11'-8' 9'-10• 40'-3' B'-6' 12'-8' t - B'-1' 12'-8' 63A 12'-0' Y-10• -5' T-10' tt'-8' 9-ilY f0'-3' 8'-6' 12'-6' 8'-1' 12'-E'BDA 1Y-0' fi•-2' 7'-6' 11•-1` 9•-5• 9•-tt• 8'-3• 12'-6' V-7' T-9• W-6• BOA 12'-0' r-6• 9•-Y Y-5• 11'-4' 9'-5• 9•-11' 6'-3• IY-6• Y-9• 12'-6' 66.0 /2'-0' 8•-11• 7'-2• 11•-O' 9'-1• 9'-a• 8'-0• 12'-6' 9'-3• r-S' 12'-6' BSA 17-o• 7'-2' 8'-1I' Y-2• 11'-0' 9'-i' 0'-B• a•-0' SY-8• 7•-S' tY-6' 70A 12'-0' r-4' 8•-B• 6'-71• 10•-9' 8'-9' 9'-5' Y-10' 12'-8• 8'-11' '7'-2• 12'-6' 70.0 12'-D' 0'-t1' 8'-B• 6'-I1'' 10'-9' 61-9' 9'-5• Y-10' 12'-6' r-2• 12•-6' 75A IY-O' 7'-l' 8•-6• 6•-6• to'-6' B'-5' S'-3' 7'-B' 12'-S• B-7' B•-11' 12'-5' 75.0 12•-0' 6-B• B•-6 8-a• 10'-8' a'-S" 9'-3• 7'-8' 12'-6' 6'-11' 12'-6' BBA /2'-0' 6'-it' 8'-4' 6•-5" 10'-3' B'-2' 9'-0' r-5' 2'-6' B'-4' 6'-8' 12'-8' 80.0 12'-0' 6'-5' 8'-4• 6'-5' 10'4' B'-Y O'-0' III 12'-6' 8'-8' 12'-6' SSA 12•-0 6'-8' 6'-3' 9•-9• 7'-tt' 8•-10' r-2' 1 '-8• V-I' 8'-8• 12'-6' 85.0 IV-0" 6'-3' B'-2' 6'-S' 0' 7•-I1' 8'-10• 12'-6' 90.0 f2'-0' 6•-6' 8•-0' 6•-1' 9'-2' 7'-8' 6'-8• r-0' 12'-S' 7•-f0• B'-a' 12'-6' 90.0 12'-0• 8'-1• B'-0' a•-1• 9•-11• 7'-8• a'-8• 12'-5' V 4' 12'-6• 46A 12'-0' 8'-4" Y-10' S'-1 t' 8-6 7'_a 8'-6' 0.-10' 12'-1' Y-5' 8'-2' 12'-8` OSA 12'-SY S'-11' 7'-f0' S'-11' 9'-8' Y-6• 9'-6' ' 12'-1' 6'-2' 12'-8' I= 1Y-0' 6•-Y 7-8' 5•-8' B'-S• 7'-0' 8•-3' fY-6' 100A 12'-0' S'-9' -8' S'-9' 9•-r 7'-4' 6'-S• - 11'-8' B'-0• /Y-B' TOS- 12•-0' 6'-0' r-7• 5'-8' 7'-10' 6'-8' r-10` 6'-6' 11'-8' 6'-8' 5'-70' 12'-4' IDSA 1 121-W 1 S'-8• T-7' 8'-8' 9'-4• 78-1• 8'-3' 5'-3' it'-6' S'-+0• I2'-4' SCHEDULE 1b' (LIMITED LOAD,MULLION SPACkNG B SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN((11 FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX,SPAN III)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D-DESIGN PRESSURE(D.s.f.),AND FOR 17-0•(CASE 1)&Vow(CASES l9 811)MAX.MULLION AS.D.DESIGN PRESSURE RATING(D.B.f,)AND FOR 17.0"(CASE Ii&8'-0'(CASE II)MAX. SPACING IO)• MULLION SPACING(it)• MAXIMUM MULLION SPAN (ET) MAXIMUM MULLION SPAN (ET) wx G 4'x65d14•THICK G1 4'Wx114'THICK G3 Zxrxl/4'THICK A�• G 4'x6k1W THICK Gt 4W'x114'THICK G3 7xTx114'THICK A.S.D. IIAtaM "WIL m De" {RN Rt1QN MULLION (AULLIOtJ MULM mmuA nJ DESON L9AUON MULLION LtULUC4J MULLION CASs PPEMM SPACING ,zTxutw r+fGDNTPJi 11 amara4 47(USTH r1 DmIrm to C SPACHO Il r,DF,UlCN r RDlOQON r1 OTHlRAitti rl OPDOAIJ4 OBl4aTO 1 II ADMM r PAM (`�' (4t (D)t Est (4t Ot t=)t Ot ENo (P+W (N• �bt Cf))f �)t Eft (D)t fit to)t ETN INTERIOR END OfTERIOR LNTvmR END INTERIOR MULUON ENO INTDIOR END INTIEIOR INTERIOR ENO INTEWR 30.0 t2'-0" - 1Y-6' 12'-6' 12'-6' 12'-e' - /1'-0" _ 30.0 12'-T - 12'-8' 1 -6" 12'-8• 12'-6" 30.0 ir-o - 12'-6' 72•-8' III-it' 12'-5• - 11'-D' 35.0 12'-0' - 12'-8' IY-6' IV-1 I• t2'-6' - tV-0' 40.0 12•-0• - 12•-8' 11•-8• tt'-4' 12•-6' - 11'-0' 40O 12'-0• - IZ'-6• 11'-8" 11'-4' t2'-6' 40.0 12•-0• - 12'-5' t0'-11' 10'-I1• 12'-S' - I1'-O' I CASE r 450 12'-0' - ta'-5' t0'-11• 101-11' 12'-6• CAM E INTERIOR 50.0 12'-0" - +Y-o loo-4- to•-r 12'-6' 50.0 12'-0• - 12'-0• 10'-4' 10'-7• 12'-6• - 11'-0' SSA 12•-0' - t'-a' 9•-10' 10'-3' 1Y-6' - It'-0' 50.0 1Y-D' - fr-8' 9'-10' 1D'-3• u•-6' - W-o' I MULLION 80.0 t2'-0' it'-a' 9'-5' 9'-11• f2'-6• 11'-0' ! BOA 12'-0' - 11'-4' 4'-5' 9'-11' 12'-8' - i1'-0' BOd 12'-0• t l•-J' 9•-4• 9'-1/' 12•-6' 11'-0' ! �•5 12'-O' - 11'-3' B'-s' 9',-0, go-' 30A 8'-0' - 12'-6' 12'-6' t2'-6' 12'-6• - 11'-0' -5•`•5• 3S0 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' 310 B•-0' - tY-6' 12'-8' 1Y-6' 12'-6' - 11'-D' 40.0 a'-0' - '-0' 9'-0' 9'-0' 9'-0` - 9'-O' 40.0 a•-o` - 12'-6' 1Y-6• 12'-6• 12W - I+'-o• MULLION SPACING:"S" 45.0 B'-0• 91-0' V-0' 9•-0' 91-0' 9'-0' 45.0 8'-0• - 12'-6' IV-6• 12'-6' 12'-6• - 11'-0' VSEL. 60.0 8'-0' 9'-0' B•-0• 9'-0' - 9'-0' 60.0 B'-0' - 12'-6' 72'-9' 12'-1' 72'-8' - 11'-0' 66.0 8'-0' - 12'-6' 12'-8' it'-B' 12'-6' - 11'-0' 510 9'-0' Bao g-o• - 1z'-2' 1Y-Y 11'-4• 12'-z• - 1 t'-o• 'MAXIMUM MULLION SPACING SHALL BE SUCH ten. aao 6'-0 - 9-0• s'-D' 9-o• s'-o - 9-0• 6O.B a'-0' 12•-0' 12•-0• tt'-4• I2'-0' It•-o' THAT MAX,ALLOWABLE SLAT SPAN FOR THAT 30.0 a'-0" 9'-0' 9•--' 9'-0• 9'-0" 9'--• DESIGN LOAD SHALL NOT BE EXCEEDED. 7-•- a'-0' - 9'-0' 9'-0' 9'-0' 9'-0• - 9'-0• 3" a'-0• - O'-0' 9'-0: 9'-0• 91-0' - 9'-0' 76A 6'-0' - 9'-0' 9'-0' 9'-D• 9'-0• 40.0 a'-0' s'-o• s'-o• 9'-0' s'-o• 9'-0• t MULUON ORIENTATION IS AS SEEN FROM THE BOA 8'-0' - 9'-0' 9'-o' 9•-0' 9•-D' 45.0 8•-0' - 8'-0' 9'-0' 9'-0• 9'-0' - 9'-0' OUTSIDE(EXTERIOR)OF "T e6.o a'-0' -- 9'-O' 9'-0• s'-D' 9•-o• 60.0 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' 1' 90.0 8'-0' - 9'-0' -O' 55.0 B•-0• - 9•-0• 9'-0' 9'-0' 9•-O• - 9•-0' It v. �� /(/�•• OSA 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0• - V IOQO 8'-0' - 9'-0' 9'-O' 9'-D' 9'-0' - 9-0• SOA 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' ••• tr�. ✓•� CASE 65.0 B'-0' - 9'-0' 9•-0' s'-0' 9'-0' - 9'-0• ��\ �%9, FLORIDA BUILDING CODE(Non High Velocity Hurtfcane Zone) 7D.0 a'-0' - 9'-0' 9'-0• 9•-0' 9'-0' - 9'-D' 75.0 8•-0• - 9'-0' 9'-0• 9'-0• 9'-0' - 9'-0' .a T• 6' 02017 74TEC0 INC. • DRAM e+: 50A 8'-0• - 9'-0• 9'-0• 8--goo. 9'-0' ,1• _ �� C8/2</17 S!" 6'-0• - 9•-O• 8'-9'• e'�1'• 9'-O' - 9'-0' Q' A \ C/I► RoMngShufforSysfwn CoA B'-0• - 9'-0' 8'-z•• r-9'• 9'-0' - 9'-0' : '� E C O rLNC. DATE a5A 8'-0' - T-0' r-0'• 7'-4•• a-o - 9-D =�:`� \ EXPERT SHUTTER SERVICES INC. 100A 8•-0' - 9'-0' Y-3'• 7'-0'• 9'-O' - 9'-0' - f� � \\ 71LLrt TESTING 5.Q4CulrlRMO COYPAtJY / 4•J 14 u. xa wrw rrAnOa n st,a 1626 OR S.W.66.mon-sraecT 17-244 'NOTE:USEB'-0'IFANCHORCONSISTSOFHILTI,WCHUS•HSCREW OR POWER FASTENERS, ALE b�\ ;III e-m�¢',tI'�1de'CeaLwinM-'ut (oRT ST•LI1C1'•R.3498a � WEDGE•80LTANCHOR.SEE SCHEDULES 1&2ON SHEET 10A '�� ,,,t/tr W-000671` B t4axc:leo11 7x9-rasa,ns:(77z)s71-mo WALTER A.TUff I s P.E. a••• �'�' rm •�"� x°01 r a P.E. SEAL/SIGNATURE/DATE rLCRIA lJ_r 4x167 m.I-ml V� SRW 25 Or 26 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(p.s.f.),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND-P-0'MAX.MULLION SPACING SPACING(ft)' F " MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(FI) D M @4-x6-x114'MULLION G1 4"xS'h1/4"MULLION G2 $Yr7 %r THICK(IV FLANGE)MULLION @ W'A6-xll4'MULLION G1 4'St8"xt/4"MULLION GG2 4WV/4'THiCK ULM FATOO SPACM RATM I�'8'FLAN( M (P"') (ft). oizvmTION B7 f=0TI ofnENTATICN#2 IDA ome anON it f4t O.a'ENTAnON i2( ) omENTAWN!#1 (#f ORIENTATION/2( ) (P-04 ( ogerAnoN i1 @#t opiwi AnON 2(0 omEMAnotl 1 ) OREHTAnON(12 0) ORIENTATW/2(0)jr ENID NTERIOR END INTMOR END NOMR END IN TMOR D co WTMOR END INTERIOR END 01TERIOR ENO IMMOR END IN TMOR ENO 1MEMOR 30.0 T-0" 11-6' I2'-6' 12'-B' 12'-6' 72'-B' f1-6' 12'-6' 12'-6' 71-6' 12'-8" W2 6' 7'-0' 12,-B, 12'-8" 12'-6' 11-6' 12'-8' 12'-8' 12'-B' 12'-6' 12'-8' 11-6' 3" 7'-0" 17-8' 11-6' 12'-8- 12'-6' 12'-6' 11-6' 12'-8' 12'-6' 12'-6' 11-6" 12'-6' 7'-0' 12'-6' 12'-6' 12'-8' 12'-8' 12'-6' 12'-6' 11-8' 12'-6' 12'-8- 12'-6' 401 'r-or 11-8' 11-6' 12'-8' 12'-6' 12'-6' 12'-6' 12'-8' 12'-S' 12'-6' 12'-B' 12'-6' 7'-0' 121-,. 12'-8' 11-6' 12'-6' 11-6' 12'-8' 12'-6' 12'-8' 12'-6' 12'-6' 451 Y-O' IZ-6' 12"-0' 12'-6' 11-6' 12'-6" t2'-6" W-8' 12'-6' 12'-6" 12'-8' 12'-8' 7'-0- 12'-8' 12'-0' 12'-6' 1 '-6' 12'-6' 12'-6' W-6' 12'-6' 12'-6' 12'-6' 501 Y-O' 11-6' 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12"-6' 12'-6' 7'-Q- 1-8" 17'-7' V-6' 1 '-8' 12'-' 12'-6' 12'-B' 12'-6' 651 T-0' 2'-6' 11'-3- 12'-B' IV-6' 12'-6' 12'-3' 12'-6' 12'-6' 12'-8' IV-6' 12'-6' C 7'-0' 12'-8' I1'-3' 12'-6' 12'-6' 12'-8' 12'-3' 12'-8' 12'-6' 12'-6' 12'-6' 80.0 7'-0' 12'-8' 10'-11' 12'-8' 11-6' 12'-8" 11'-11' 12'-6' W-6' 11-8" 12'-6' 12'-6' 60. 7'-D' 12'-6' 10'-11' 12'-6' 12'-8' 12'-6- 6510 T-0' 11-8' 70'-8' 12'-1' 12'-6' 12'-6' 11'-7' 12'-6' 12'-8' 12'-6' 12'-8' 12'-6' 65.0 7'-0' 11-8' 10'-B' 12'-1' 12'-6' 11-8' 1 V-7' 12'-6' 12'-8" 12'-6' 12'-6' 701 Y-0' Yl-6' SO'-5' 1V-6' 12'-6' 72'-6' 11'-r W-6' IV-6' 11-6' 12'-8' 12'-6' 7'-0' 12'-8" 10'-5' 11'-8' 12'-8' 12'-6' 11'-3' /2'-B' 12'-6' 12'-0' 12'-6' 76.0 7'-0' 11-t' 10'-2' 10'-11' 11-6' 12'-8' it'-0' WP Ilia 12'-6' 12'-6' 12'-6' 11-8' 7'-0' 12'-1' 10'-2' 10'-11' 121-01 12'-6' it'-0' 11'-11' 12'-6' 12'-8' 12'-6' 80.0 r--or 11'-8- 9'-11' 10'-6' 12'-4' 12'-6' 10'-f0' it'-5' 12'-6" 12'-8' I1'-11' 12'-8' '-0' 11'-6' 9'-11' 10'-6' 12'-4' 11-6' 10'-10' 11'-5' 11-6' 11'-11' 12'-8' 65.0 7'-S tt'-0' 9'-9' 10'-2' 12'-1' 12'-6' t0'-T 11'-0' 12'-6" W-6' 11'-4' 12'-6' 7'-0' 11'-0' 9'-9' 10'-2" 12'-1' IV-8' 10'-Y 11'-0' 12'-e 11'-4- 12'-8' OQA T-O' f0'-T' 9'-T' 9'-10' 11'-10' 12'-S- IO'-5' 10'-8" f1-6' 12'-2' 10'-10' 12'-6' 7'-0' 10'-7' 9'-7' 9'-10' 11'-t0' 12'-S- 10'-5' 10'-8' 12'-6" 10'-10' 12'-6' 96.0 Y-0' to'-2' 9'-5' 9'-6' 11'-7' IV-11" 10'-2' f0'-4' 12'-6' 11'-9' 10'-5' •12'-6' 7'-0' 10'-2' 0'-5' 9'-8' 11'-7' IV-1f- 10'-2' 10'-4' I2'-6' 10'-6' 12'-6" 1001 Y-a' 9'-SO' 9'-3' 9'-3' 11'-5' 11'-6' 10'-0' t0'-1' 12'-6' 11'-5' 10'-1' 12'-6" .0 7'-0' 9'-10' '-3" 9'-3' 11'-5' I1'-6' 10'-0' 10'-1' 12'-6' 10'-1" 11-6' 1061 Y-0' 9"-8' 9'-Y 9'-t' f1'-3' I1'-Y 9'-10' 9'-10' 12'-6' 11'-1" B'-S' 12'-8' 7'-0' 9'-6' 9'-Y 9'-1' 11'-3' 1P-2' 9'-10' 9'-16' 12'-6' 9'-6' 12'-B' 9'-S' 12'-8' 7'-0' 9'-3' 8'-f t' 6'-f0' if'-t' 10'-f0' 9'-9' 9'-T 12'-6' 8'-5' 12'-b' 1f6A T-0' 9'-0' 8'-t0' B'-T 10'-11' 10'-T 12'-6' 10'-S' 9'-T 12'-4' 7'-0' 9'-0' 8'-1o' B'-7' 10'-11' 10'-7" 9'-7' 9'-5' 12'-6' 9'-1' 12'-6' 1201 7-r 8'-9' B'-B' B'-5' 10'-9' IO'-3' 9'-5' 9'-3' 12'-6' 10'-2' 9'-l0' 12'-6' t2m 7'-0' B'-9' 8'-8' 8'-5- 10'-9' 10'-3- 9'-5" 9'-3' 12'-6' 9'-10" 12'-6' 1251 Y-0' 6'-6' B'-7" 8'-2' 10'-7' f0'-D' 9'-4' 9'-I' 11-6' 91-til 8'-7' 12'-6' 7'-0' 8'-6' 8'-7- 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6" 8'-7' 12'-6' T301 Y-0' B'-4' 8'-S' B'-0' f0'-6' 0'-9' 9'-2' 8'-11' 12'-8' 0'-9' B'-5' 12'-8' _1,14.SL 7'-0' B'-4' B'-S' 8'-0' f0'-8' 9'-9' 9'-2' 8'-11' 12'-6' B'-S' 12'-6' 135.0 7'-0' 8'-2- 8'-4' 7'-9' 10'-4' 9'-7' 9'-1- B'-9' 12'-6' 9'-6' 6'-2' 12'-8' 7'-0' B'-2' B'-4' T-9' f0'-4' 9'-7' 9'-1' 8'-9' 12'-6' 8'-2' 12'-6' 140.0 Yd B'-O' B'-3' 7'-7' 10'-1, 9'-4' 9'-0' 8'-7' 12'-8' 9'-4' 8'-0' 12'-6' 7'-0' 8'-0' B'-3' Y-7' 10'-3" 9'-4' 9'-0' B'-7' 12'-8' 8'-0' 12'-6' 1461 7'-0' Y-10' 8'-2' 7'-5' 9'-9' 9'-2' B'-10' 8'-6' 12'-6' 9'-2" 7'-10" 12'-8' 46A 7'-0' 7'-10' 8'-2' T-S' 10'-I' 9'-2' 8'-10" 8'-6" 12'-6' 7'-f0' I2'-8' 8'-1' 7'-4" 9'-5' 9'-0' 8'-9' B'-4. 12'-O' 8'-11' 7'-8" 12'-6' 7'-0' 7'-6' B'-1' T-4' 10'-0' 9'-0" 6'-9' 8'-4' 12'-6' 7r--8-' 12'-6- 1551 Y-D' T-6' 8'-0' 7'-2' 9'-2' B'-10' 8'-8' B'-3' 12'-S' 8'-9' 7'-6' 12'-6' 155.0 7'-0' 7'-6' 0'-0' 7'-2' 9'-10' B'-10' 8'-8' 8'-3' 12'-5' 7'-8' 12'-8' 7'-0' 8'-10' 8'-8' 8'-7' 8'-1' 12'-2' B'-8' T-S 12'-6' INA 7'-0' 7'-4' 7'-11' 7'-D' 8'-7' 8'-1' 12'-2' 7'-5' 12'-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. D MULLION z 0 = INTERIOR ..., MULLION t.. FLORIDA BUILDING CODE(Non High Velocity Hundcene Zane) 02017,RTECO INC. Nautilus Owwtc. � Ralunfgsa0ffars MULLION SPACING:"S" � ? >� 1ra��7 . .•.� TICCIT TESTn10 k FN6INEIRINO COMPANY EXPERT SHUTTER SERVICES INC. —1. IPORT S.W.LUM FFL..3STREET a 17-244 /ONML —toll�G- 111 ' 00067,9 o.. mvrrIl� 742-vaso. `tnl 671-moo — owtlmro no WALTER A.Lr:r.P.E. P.E.SEAL/S16E/DATE FLORIN Lie./-67 SNtIT 26 U26 s