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HomeMy WebLinkAboutProduct Approval t �{�-"K �,�7��� � rota rti�F�:rS�.^a.,�±��*;r: ��4�e;q„,..,"....'�"�� �� •!'.. ��'�' Florida Department a SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 1'SCIS Site Map Links I Search Busines , ic User s�� sacPro Professi nal : USER:PCbiApproval Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# ��L122 6-R3 Application Type Code Version 2014 Application StatusApprove Comments Archived 0 Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. 23 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC NAUTILUS ROLLING SHUTTER SYSTEM C I DRWG 15-071 odf Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 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 FL12246 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.pdf Design Pressure:+160/-160 Verified By:Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0"span and+160,-160 p.s.f,at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES Slip.See sheets 15,16 and 20 for additional pressures and INC NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG spans. 15-071.odf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FI.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click he-m. Product Approval Accepts: ®99 E Credit Card Safe 't nt GENERAL NO7•ES, S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROWNG SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT((P.E.D.) HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA UILDING CODE. -3/8'dxi 1/4"CALIX-INS MANUFACTURED BY POWER FASTENERS.INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE _1/4"dx3/4"SOLID-SET MANUFACTURED BY ALL POINT,INC. /BROWARD COUNTIES). -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI.INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTtONALHY FACTOR Kd=0:85.USING ASOE 7-10 FOR INSTALLATIONS UNDER 2010 FBG EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 1009. EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX,(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8"dx1 1/4"CALK-IN 3 3/4' 4 1/2' 1 1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. 1/8"o KWIK SOLID-SET 3' 3' 7/8' (3000 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS. FASTENERS 5/8"d KWIK 80LT TZ 9" 4' 2 tj2'('(2 psi} NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2012. Sjt6'd TAPCON XL 3 3/4" 3 1/8" 2 1/4'(2$99 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10,ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. ACCORDANCE WRH SECTION 1609.1.2 OF THE ABOVE MENTtDNED CODE AS AMERICAN TEST LAB OF SOUTH LOA. 11. 11A, 12, 12A• 13& 13A. FLORIDA. REPORT# 1030.01-08 AS PER ASTM E 1996-05• E 1886-05 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOR WIND ZONES 1,2,3&4.MISSILE TYPE D AND ONLY APPLICABLE TO BASLC PROTECTION -06K BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI,INC. INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI,INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3. ALL ALUMINUM EXTRUSIONS 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(EXCEPT ENO RETENTION SCREW))TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL- EMBEDMENT® 1007. YIELD STRENGTH AND 90 ksi TENSILE STRENGTH bR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018.ALL.&D-S.ARE TEK SCREWS MANUFACTURED BY ITIV BUILDEX&SHALL COMPLY Vt FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3.4. / ANCHOR SPACING(A 10{)% EDGE DISTANCE t4 LOOSE "(3000TE COOT ALL BLOCK 3/4"0 KIYIK BOLT TZ 27' 9' 4 3/4"(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR AISt 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2-0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8"0 KWIK BOLT TZ 6" 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/B`o HUS-H SCREW 4' S" 2"(3000 PSI) NOT ALLOWED 6,NAURLUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS.#6,095,225 AND()7,409,980. 3/810 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2"(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL TOR O SIDE RAIL SHALL 8E AS FOLLOWS: 1/2"d INS-$SOO OR WEDGE BOLT 6" 6' 3"(3000 PSI) NOT ALLOWED 5/8"0 HUS-11 SCREW OR WEDGE BOLT 7 1/2" 7 1/2" 2 1/2'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MINE 3000 P.si. COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW.BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5f76"d 7ApCON XL ANCHORS&2 1/2'FOR 318'd KWIK BOLT 3 ANCHORS. 13.THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PARI OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2)MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: 4"FOR 5/16-0 TAPCON XL ANCHORS&5-FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH NW7l.RAl. 16.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. STHEUCH EXISTING WALT OR FLOOR,ANCHORS SHALL 8E LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.C. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE # (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. { i -5/16"0 TAPCON XL ANCHORS.AS MANUFACTURED BY ITW BUILDEX,INC. (e)THIS F.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA.REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 i/4". RECORD(EO.R.) FOR THE PROJECT AND WHO WILL 8E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTOO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ! A DELEGATED ENGINEER E THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16"0 TAPOON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL RECORD THAT PREPARED IT. B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON r THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL STALL BE LOCATED ON A READILY VISIBLE LOCAl10N AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 I 1 SUCH PANELS. FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.62 OF THE FLORIDA BUILDING CODE y (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (0-0.36). DOUGLAS-FIR-SOUTH (0=0.46) OR a a�V 114^k' G SHALL ONLY BE USED TO_ 8 SOUTHERN PINE#2 W/G-D.55 MIN. aaa 9747 !M 7NE STATE OF FLORIDA FLORIDA BUILDING CODE(Non T3Tgh Velocity Hurricane Zone) -5/16-0 TAPCON XL ANCHORS,AS MANUFACTURED BY I7W BUILDEX, INC. �a ." - 4}[.� 'F'"�,. 07015 TILTECO INC_ DRAWN 81•: i}' C.7) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHAH BE 2 1/4'PHYSICAL _ WNcutilus THREADED PENETRATION. ". Rolling Shutter System o4lATETS NO EMBEDMENT INTO FINISH MATE SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. _ s==•--_�- =} �� SpyG, BATE 71LLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. C.2)MINIMUM EDGE DISTANCE(E.D.)OF TAPGON ANCHORS.INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS =•�q-- '1 :�` axe,na.36'.se.s+v.wa w+c¢ru cx*ea+s.n.33 1026 S.W.RILIMAORE STREET 1'5-071 BEYOND ANY FINISH MATERIAL %"Si'• vnm. (ws)w1-+mo.r,. OosleTl»tw+ PORI SL LUCIE FL Sa9R4 %�.�''• M10- ��;= ^-moil:Gllevv®oal.aom PIMUC(000)749-9956.FAX(773)871-0990 oaawxo Na k C.3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON iO+ �• \C1.a E9-0006718 m.w eac<mvn m ¢r. voc:.ro" oa f WALTER A TUa Jt.P.E. THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Y/�y`•' 4••44'^•,RATE FLORIDA Ua.@ 44167 = vu++•7ti u+vAs . SHEET t OF 20 SUCH PANELS. N*" s"• .515 s4z #6 #7 #8 #9 #10 10 395#5a14z x a' prt58l /`nD0 2 M TFp #4 .643#2 #3 �1 �-n#1 S]0 InP? s0` p2"�s�oo • ,:+' a` - "-�' 16asr7u aEss5 mwastm .591• DETAIL:A . �y 'ijp• - TRUSSHEADTIOSIXLOBEDL4EADdi61T 6CViwR #12('✓iS}H EXt�DPBTN7FAD410i{f sc;; S. P2.tia- Pz.]90•. p2,e98- µ2.69B• _)1I ' OPTION#11MONOLBHICI scREuvsREes: -' - OPTION#2(WIWASHER) Rt.]IJ• fl1.164- ftt.69a' R1.6a6• R1.99]• P2.296' • • a Hm te•!/ o �3 A= H ! 1-DET.0 41MITSTA}NIESS STEEL SCREW t4 u N ry n N n rt N rf^ (TYP.) •'o COATED VMAGSILVERR OETAIL:C ohF• aq9 tOWOMFAFREE AIdn CORRCTU q. y' COATING SYSmMASWXFALTIITED 14o7a• BYSuNBELTCOATING,LLC Fy=191.4 Tt51MBD5TREtX;tey, .5sa• ALLOY .Go" .G23' I ` DET.B 3•[(.Ua?� o .19+-an Flu 190B ks)OFNSILEL1r6i" .654' X79'- }`] .,a,.- or-Mo) � A1 STARTER SLAT ao]' L 3zzo90 6053-T6AI.UMD9Ub1AiLOY 6063-T6ALUMINUMp SCALE:12=I• �B BASE SLAT -- Fy=31.6 tui W.) DETAIL:B GD6346ALUKNUMALLOY SCALE:12.1• SCAt:Vr-t• >'� Aw Zea• ^3.631' ss• 1xs _-1�. _• ACETAL BUSHING " •� 1.xsa' .925' 1325' ��' _.--.....a.aoW---•-•---•----I _- (USE WtoPTION5C1 A3iDSt} 51 .156•»+ _ •123 .116' I q .125 11!11 BLGHmspsc&. DENSITY:1:d Slmt'. R 8 ^ Zga• TFNSILEMODULUS'3R.ksl 1-. u - .125' .} TENSILE STRESS ATYIELD:9.135IV --� w E2 BUILD-OUTTUBE FLe7URALMODlnUS:58D:s .125- 1369• 2A2C _ 606176ALttbdNUMALLOY RODNOTCHEDLMPACT:SSTct4R' l .o]osGALE 1rr=rC RETAININGSYSTEM:SCREW+BUSHING -A.000 • EO BUILD-OUT TUBE E1 BUILD-OUTTUBE IYr�r © SIDE RAIL # 6663-T6ALU VNUMALLOY 6563-TGALum NuMALLOY .12V 6063.76 ALUMINUM ALLOY SCALE 1a'-V SCJLE:IR•=r 8 SCALE:lel"'t• Q MUST BE REVIEWED BY SHVMR MANUFACTURER TO ALLOW FOR A MINIMUM -,-_aeoo' °° -e.o00•----^- _ O.o5o'CLEARANCE BETWEEN SCREW HEAD AND 2.055 CAVITY WALL AT NON HURRICANE POSITIONS, E3 BUILD-OUTTUBE 6063-➢G ALUMLOY -.�-5,555•- SCALE:Ii2'Q•-r1' 350- BAZE '" _ A f .250 (�H U4°0x314"RIWBUILDEX TEK SCREW i! _q]a• CARSON STEEL SCAUFOZ-1• '250' $ zTm) } S 3na'0l 5/16'0ffW18UILDEXTAPCONXLANCHOR CAR8ON STEEL SCAtE VV- e R R STORM BAR \.J 316'0HILTi INC.KWIK BOLT 3 ANCHOR e0s1-T6ALvnnNUMALLOY 4X7 MULLION CARBON STEEL SCAUBX Vr OF TRAPPEDANGLE Q 4x6 MULLION G1 4x8 MULLION GOGi-76 ALUMINUM ALLOY NLluellueyp SCALE:vr=r 6063-T6AtuMtNUMALCOY 6a51.T7iAtubuNU.11AttoY W61•T6ALUkiNUMALtOY Se4"B••r � `'��.P.Y�LLtT° , FLORIDA,BUILDING CODE(Non High Velocity Hurricane Zone) SC44E:1?•r 6CtLE:37d'=i• SCALE 376•=r • -• • C %SC •••: „ 02015 TILTECO INC .I- Nautilus ,..J DRAWN By..Sd ` u F.R.L 5 t sm Rolling Shutter System j f (t5y'I W c- a4 AT is C�C:OMPONENTS EXPERT SHUTTER SERVICES INE. oArE Lk+ TD.UT TESTING&ENGINEERING COMPANY_l .tit� s355 xp.a6u sv,sm.aos,v avu cw90+s.n 3s1ss OOR S.W. UCIE RE STREET15-071 S�, •tt/` t^an. Z.pa5H1t-1519.O (3a11aT1-1". FORT Sr.LUCIE.FL.34984 I .r'��•. a- .11:(11Nta.C4M.- DRAWING He f�.o�14QQ' `� PRDNFa(baa}119-9956.•FA%: x}tl]t-0990 r�i�•' EB-0006719 m.�. wcmw+ wtt mr.w tnes+ao. w*e WALTER A R.1 Jr.P.E. P'L4°I��et.'Qyl�Vy� •t..+�c RORIDA LTC.Q 44167 an II-Lu /lo/u 6 SHEET 2 OF 26 13 21 72 la I tl{ a o O • 4 6 1 SIDEIEND CAP is . ,3 2 HOUSING(BACK&TOP)•040 THICK 19 ° 3 HOUSING(FRONT&BOTTOM).040 THICK Q4 SPRING BRACKET 6 6 33 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE ` �" 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR.BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS .� 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 1.10 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN i 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING .® 23 UNIVERSAL VVITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING I t t B4X & ENVD CAP ASSEMBLY COMPONENTS � FLORIDA BUILDING CODE(Non ffigh Velocity Hur6cone Zone) Se��4�F, �+•g� ���,°j/°°�, 02076 i1LTE0Q INC. '(U DRAWN fitt FAL Rolling Shutter System 04/10/15 ' � = IL FIE��lam`' EXPERT SHUTTER SERVICES INC. DATE z :, '" .. TILLIT TESTIND @ ENGINEERING COMPANY IF •'-� wss N,x.asuY,a so.am,w+cwu cwCo¢.n,aalss 1626 S.W.D�CIE,FL STREET34984 15-071 *� Pno»i(dds)071-7400.� (304)671-1sa1 PORT Sr.LUCIE•FL..J4564 ��' C-mail:NYttcaoddl.eom PNDNa(600)740-0056•Fa.(772)e71-0990 DRAWING.No STATE 0E :cF ®-D0a67ts WALTER A MttT dr.P.E. �"'°' °C`'°0'II°• °N'K0 °�'14f10tl `'-�`' %° •••S•• �Q••• -i FLORIDA Lk.Q 44167 ad n-la IIo/If 4 SNEEF } OF 26 P A11 ;.F71„f1411�, BOX �Y/6 & Y/7 BOX V/9 }( FaR V/9 K �p�R Y/6 & Y/7 T END CAP —END CAP ENCAP END CAP-- 1 p #1 _.. stars :. SLATS -SLATS 7SLAFS SLATS Sl3AT5 "S4 LATS "SLATS u �5 i -SLA15 SLATS ai 0 /8 SLATS 0/8 m 0/8 SLLATS 8 a O./8 078 Q W 0./8 0-/8 J7 G _ SLATS SLATS #11 SLATS u 'SLATS (Typ. Ea. END) (TYP Ea. END) 9 SLATS LATS -...�—... _#t0 (TYP) #10 {Typ_) SLATS SLATS I /./ ///// / / / / / STORM BAR SPACING / F,� /.�/f ✓ / /�/ /'i I V"Y/6 & Y/7 (SEE SHEET-72)-'` V/9 OY/6 & Y/7 LJ Mox.STAT SPAN (SEE SCHEOUlE5 ON SHEETS TS IK 2O) Max,SEAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS '� �'� (SEE SCHEDULES ON SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE.F TYPICAL SINGLE UNIT ELEVATION Wf STORM BARS N.r.s. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. d ,Ja$0CEOURE FOR SLAT INSTALLATION GIVEN A ,SHUTTER HEIGH }� •A�SE i: SHUTTER HEIGHT EQUAL OR LESS THAN i/'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP P 70 11'-0 i (o)CURTAIN SHALL,START W/#1 SLATS AT TOP,,FOLLOWED BY#2,.103,.....THEREAFTER,ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW$1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QB MAY VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLAT®MUST BE ALWAYS INSTALLED. SE SHUTTER HEIGHT LARGER THAN 11'-on APPLICABLE TO INSTALLATIONS W/O STORM 10111171f FLORIDA BUILDING CODE(Non High Velocity'Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN I V-0 `♦���,�( >� ��f �iyr 0 2015 TILTECO INC. & Nautilus OPAWN 6Y: (a) CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY#2, #3. .....THEREAFTER.ALL ♦♦♦`'`Q1' � rr THE WAY DOWN.EACH SLAT II SHALL CONSIST OF MIN,FIVE(5)SLATS OF THAT SLAT :V,•_ ` ((}}*(( ,,pp - Rolling,ShUtter SySterTl 04/10/15 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW III SLAT SHALL BE '-" 10L 1 Mra 0 IPIC. 0A1E CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER #10 SLAT IS INSTALLED.ADDITIONAL x/10 TlluEXPERT SHUTTER SERVICES INC. --- SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ..+ U a3sa us saa,s4 se..Sas.wsaeu a3Fools.Rn 351u 1626 5.w.8usL1ORE 51R£Er 15-07i (¢ ]a Nun c 130316]11-/530.ra.t(3a17tl]t-55311 PORT Sr.LUCIE.FL.34984 (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. a-ma'I:nlaee®aaLcom ORAWINa No -ri; STATE F EB-O6a67i8 FNONE:{Ba0)NB-9016.FAX:(772}0]11-0840 WALTER A TiLLR Jr.:PF ��/b E,e.d,mF10�..j ♦ E FLORIOA Lia.F 4416) $ 1 SHEET 4'OF 26 5/16-0 TAPCONS XL W1 POURED -5/16-0 TAPCONS X W/2 1/4"Min. I'xf-xII8-OR 2-x2-x1/B" .1/4"00/4"ITW BUILDEX TEX SCREWS CONCRETE EMBEDMENT&11"O.D.-O-OW GALV. ALUMINUM TUBE V11 1-O.D.XO.060*GALVANIZED STEEL ONP WASHER 0 2 1/4"Win.EMBEDMENT REO'D STEEL WASHER 0 24"o.c. 5/16"o TAPCONS XL W/ 24" o.c. & I*O.D.4.060"GALV. STEEL WASHER G,24'o... 2 1/4*Min.EMBEDME 0 0 24'ox. T POURED CONCRETE ED CONCRETE /Z FOUR OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. II O ------------- ------ E il/ ii EDGE OF OPENING M _v_ OPENING EXISTING EXISTING GLASSY GLASS � EXISTING GLASS (BEYOND) (BEYOND) SEE ANCHORI;_j wb SEE ANCHOR SCHEDULES ON —-------4t SCHEDULES 014 1........... j SEE ANCHOR __-4 SHEETS 10. 17 1: Imo„vi SHEETS 16, 17 w z SCHEDULES ON 11 &18 & SHEETS 16, 17 1; .0 (�A) & is Min- SEPARATION Min SEPARATION Min.SEPARATION TO CLASS TO GLASS ii /I TO GLASS CMIOR (SEE SCHEDULES. DMIOR (SEE SCHEDULES, DMIOR (SEE SCHEDULES, ON SHEET 15) 1 ON 3 ON SHEET 15) SWEET 15) a 0 OR 3 7 F-7. — 0 0/8 0/8 0/8 V 1 11 0/8 0/8 , 0/8 N !I POURED CONCRETE POURED CONCRETE • :l OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK OR GROUT-FU-'ED— WALL REQUIRED. WALL REQUIRED CONCRETE BLOCK WALL REQUIRED. EDGE EDGE OPENING II OF OPEN B -------- MIN. E,D 1 1/2 -G7/e -7 .0.062"XCONT. MIN. E�D E I . - .-i iE -xI 1/2-xO.062xCONT.ALUM. 2-11..ANGLE b/16-0 TAPCONS XL W ANGLE W/5/36'0 TAPCONS XL W1 POURED CONCRETE S/WO TAPCONS XL W/i Z -T 2 1/4^Min. EMOEOMEN BEOMENr 0 24"ox. (1'c-3 Rai Min.) RECD. 2 1/4"Min.EMBEDMENT0 24'o.c. FLOORICEILING/TRAPPED MOUNTING 0 24'o.c. WALL MOUNTING BUILD-OUT MOUNTING SECTIONSauuuaE FLORIDA 13UIL0ING CODE(Non High Velocity 11ureteone Zone) * INSTALLATION DETAILS ON EXISTING POURED 02015 TILTECO INC. Nautilus 0 F.R.I.- Rolling Shutter System 04/10/1 DATE CONCRETE OR GROUT FILLED CELL CONCRETE REMO- TILUI EXPERT SHUTTER SERVICES INC. - _& 15-071 34. �� == Ifi26 S.W.OILTIVIORE STREET BLOCK BUILDINGS —0. A44 1 090, wo 01-1 PORT ST.LUCIE,n.3404 ­tIl: PNONG a00 7,9-9096. DRAWING N. E. SCALE: 3/16"- 1' • -0006710 WALTER AL 11U.Ir Jr.P.E. .crr AT• FLORIDA MG.If 44197 SHEET 6 in.E.D.— POURED CONCRETE OR E.D. OR j REfE OR OR GROUT FILLED---\\' F •__@ @ (D POURED CONCRETE BLOCK JJJ(SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHED _.NTER& OR CUT SHEETS 17 C NO ULEG _)OR j CONCRETE OR SHEETS 17 is) SHEETS 17 18) BLOCK GROUT ALLEO_ E SC (SE SCHEDULES ON CONCRETE SHEETS 17&18) BLOCK 2 D" H IMS�GN POURED POUR' .R0UT ILUED CONOR EIL IS L� 6 4"o.c. OR El CA) @2 OR E3 C� ILI —2 2* D H E.D:: min c.* 0 4*a.c. �2/4. 1/4. D SECTION W/ STORM OARS FLUSH SLIP Sup UNIT (WALL) 01, 1�81 @ OR 1/8 SUP SLIP\@ Oil I . SECTION P—P (PLAN) TRAPPED MOUNT BUILDOUT MOUNT 0UILa—QUT MOUNT SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G ORG @ORO- 0) F ®4{ ..C. r SLIP &D \ f(�A 1_@ 0 4"ox, A 4'a -t-AN 1 4- @ 0 4'a.., OR Ile 0 4"O.C. A SECTION Q'—Q' (PLAN) 1/2 1/4' 1@ 1/2. 14' �F T/4' 1/2',1/4' ORIENTATION #1 SLIP OR �,74 P� Olt J�W 01/' *su WALL MOUNT END MULLION f SUP Q OR 1/8 sup OR 1)8�sup D OR*1/)8-1SUP OR I SECTION 0-0 (PLAN) SECTION 0-0 ( LAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) ORIENTATION ORIENTATIONS #1 &J2 ORIENTATION #2 0 4'c.c. ORIENTATION #1 L r(A) WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION ION 6— INSTALLATION DETAILS INTO MULLIONS G,G1,G2 I SOOM 1/4--1- 1/2-.1/4' (2) 2'*x4" OR D OR 1/4'$up OR 1;8�SLIP VxV STUDS—Ea. 0. (2 Vx4" OR (SEE SHEET 20) (SEE SCHEDULE ALTERNATIVELY TO(2)1 A @ 2�.6" STUDS— ON SHEET 21) 1/4"0-20x3/4" S.S. M S. (SEE SHEET 20) (SEE SCHEDULE mim 1/2 4U 1/? I/4L ,)EII/ SUP O� a. ON SHEET 21) PLYWOOD X W/ NUT MAY BE USED SECTION 0'-0' (PLAN) IF MIN 1/2" FOR THIS CONNECTION ORIENTATION #2 PL',,og WALL MOUNT END & INTERIOR MULLION .75V "1., 2'0 1 R I* @ .00111111 1 WI/4 H ...... . FLORIDA BUILDING CODE(Non Wigh Velocity Hurricane Zone) DR 1J6'SUP D.C. I 1/4 v- -v D (,R/21/%8SU*P 0 201.9 TIVECO INC. DRAWN BY: FLUSH MOUNT {WALL) NO 44167 autilus F.R.L BUILD-OUT MQUNT Rolling Shutter System 04/10/1S DATE EXPERT sHuTTER 'SERVICES INC. SECTIONS 0'-0' (PLAN) 1COMPANY 1C. �s-7Tk—T TILL.'TESTING&ENGINEERING 1626 SAY.SIMORE STREET 15-071 cL,oy Lo PORT ST.LUCIE,FL.34984 —.1 PHONE�(800)749-9036.FAX.-(772)671-0119D ORAWINO Ri INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ES-ONS719 WALTER ALInvur Jr.P.E. SHEETS SCALE:114- P17%;QjW�IJ107DATE FLORIDA Ltc.,44167 Or 28 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 SITES A.S.D.DESIGN PRESSURE RATING(ps.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W10 STORM BARS SPAN"r(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 (1a, lb & lb*) THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART le ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),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 la THRU 2c ON SHEETS 24,25&26 W1 A.S.O.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORIvIATiON IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.W OR r), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(0,@,@&@),MULLION TYPE MULLION ORIENTATION. - ENTER A;S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3. SEE SHEETS 10,IOA,11,1 1A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT - FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED) VaLL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(( Lmw THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"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 le:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W10 OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W1 kS.D,DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vw ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3. TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING ENTER TABLES.2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).PEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM OARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a.IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12'.8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(SIO MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE I ON SHEET 22 W/XS.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 CEIUNGrPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION.TYPE(( G @&g). 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. Pk.Till; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02015.7ILTECO INC, Nautilus F.R.L. Rolling Shutter System 04/70,115 DATE 11L11EC01 TILUT TESTING&ENGINEFRING COMPANY EXPERT SHUTTER SERVICES INC. -o*'t?.2 =I. 1626 S.W.SIUMORE STIREET (A'A —071 15 UR..0.0l.- PONT ST.LUCIE,Ft34984 DRAWINO N. PHONE;(M)749-9m.FAX. 772)871-099D WALTER A.00D5719 I ur Jr,P.E.FLORIDA 8 44187 1 SLAT PERFORMANCE CHARTS Ia. 1b. Ib' & IC: ONLY VALiD FOR 112"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s,f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O JMRM BARS _F I CHART la CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITNE AND Norma A.S.D.LOAD USE MAXIMUM POSiNE A3,D.LOAD VALUE 31$110 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 6/16"0 TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT num CELL CONCRETE BLOCK MAX, MAX, SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A,S.D. •L.MAx.' (FT) "LMAX."(FT) 'LM.*(FT) MEASURED To BACK OF SLAT(in} DESIGN -RESSURI WALL TRAPPED BUILD-our BUILD-OUT WALL TRAPPED BUILD-Our BUDD-OUT WALL, TWPED BURn-OU! 8U11D-our W/o SIORM BARS W/'STORM BARS' RATING MOUNT MOUNT rj32UNT ucaw W/© MOUNT MOUNT it LINT YJj MDUNT W/E@, MOUNMOUNT tt NT tx( MOUNT W/lE� SEE NOTES xk SEE NOTES>ix 1 & SFE NOTES xN 6EE NOTES# SEE NOTES afx 1 DI�2 SEE NOTES M' $EE NOTES at SEE NOTES 1N j1 & 7 SEE NOTES;•M ND ZONESWIND ZONE[WIND ZONESWINQ ZONE (pST) SEE tons# SEE NOTES 11x SEE NOTES$ 1-3 4 1-3 4 30.0 20'-0" 15'-4" 20'-0' 20'-0" 20'-.O' 15'-4" 20'-0" 18'-0" 20'-0" 15'-4' 18'-0' 15'-6" 1" 14 1/2"1 6" 7" ` 35.0 20'-0" 15'-3" 20'"-0' 78'-0' 20'-0" T5'-0" 19`-cr 16'-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�y20,-0" _14'-5` tY-4" 14'-.10" 18'-11" I V-5" 14'-10° 12'-9" 1" 14 1/2^ 6" 7" 45.0 20'-0' 15'-0' 18'-O' 15'-3' 20'-0' 14'-2' 16'-0" 73'-9" 17'-4" 14'-2' 13'-s' 12'-0" 1` 14 1/2' 6" 7` 50.0 20''-0' 14'-10" 16'-9• 14'-2" 19'-1" ^13'-1" 14'-10" 12'-10" 16'-2" 13'-1^ 12'-9' 11'-O" 1"---- 14 1/2- 6' 7- 5510 20'-O' 14'-8" 15'-8' 13'-4" 17'-9' 12'-4' _ 13'-11" 12'-1" 15'-o" 12'-4' t2'-0' 10'-6" 1" -14 1/2" 6' 7- 60.0 19'-5" 13'-9" 14'-9" 12'-7" 16'-9' 11'-8" 13'-2" it'-5' 14'-2' 11'-8" 11'-4" 10'-0" 1" 14 1/2" 6' 7" 65.0 i8'-4' 12'-il' 13'-11" 11'-17' 15'-9" 71'-O' 12'-5"_ 10-17" 13•_4" tT'-D" 10•_10' 9'-6" 1" 14" 6' 7" 70.0 17'-4" 12'-1" 13'-3` 11'-4" 15'-0" 10'-6" t1'-10' 10'-4" 12'-9" 10'-6" 10'-4" 9'-0" i" 13 1/2" 6" 7" 75.0 16'-6" 11'-T 12'^-Y 10'-10' 14-3" 10'-0" 11'-4" 9'-11" 12'-0" 10'-0' 9'-10" W-10' 1" 13 1/2" —6" 7- 80.0 1S'-9" 71'-O" 12'-O" 10'-5" 13'-7` 9'-5" 10'-/4' 9'-?" U'-7" 9'-5" 9'-3" 87-6" t' 13' 6' 7- 85:0 . 15'-0" 10•_6• 11,_7" 10,_0• 13'-0" 9'-3" 10,_5• 9'-3 11'-2" 9'-3" 9'-0" 8'-3" 1" 13' 8" 7` 90:0 14'-2' 10'-i" 11'-2" 9'-8' 12'-6" 8'-10' 10'-1" 8'-TY' 10'-9" 8'-10" 8'-10' W-0" 1" 12 1/2" 6" 7" 95.0 13'-5" 9'-8" 10'-9" 9'-4' 12'-0" 8'-5" W-9" 8'-7" 10'-4" 8'-5` 8'-6" T-9" 1" 12 1/2" 6" 7` 100.0 12'-9' 9'-4" 10'-5' 9'-1' i t'-$" W-4" 9'-5" 8'-4" 10'-0" W-4" 8'-3' 7'-6" t" 12" 6' 7" . 0 12'-2' 9'-O' 10'-1' B'-9' 8'-0" 9'-2" 8'-2" 9'-8" 8'-0" 8'-O" 7'-4" 1" 11 1/2" 6" 7" 1i A 9'-9" T-10" T-9" 7`-2' t" 11 1/2` 6' T .0 11'-1" W-5" s'-6` W-4" T-8" 6'-8" T-8" 9'-0" 7'-8" 7'-8` 7'-0" 1" 11 1/2" 6" 7" 120.0 10'-8' 8'-1" 9'-3' 8'-2" t0'-3" 7'-5" 8'-S" 7'-6" W-1 t" 7'-S" 7'-5' 6'-10- 1" 11" 6` 7` 126.0 10'-2` 9'-0" T-17' 10'-0" T-2" 8'-2" T-4" 8'-8' 7'-2" T-3' 6'-8" 1° 11" 6' 7" 130.0: 9'»70" 7'-6" W-9" 7'-9' 9'-9" 7'-O" 8'-0' T-2" 8'-5' 7'-0" 7'-2" 5'-6' 1' 10 1/2' 6' 7- 135,0 .9'-5" T-2" 8'-6' 7'-7" 9'-6" 6'-10" 7'-10' 7'-1" 8'-2" 8'-10" 7'-0' 6'-V, t"- 10 1/2" 6' _7" 140.0 9'-1" 6'-11" W-4" 7'-5" W-1. - 7-8' 6'-11' 8'-0' - 6'-10" 6'-4" 1" 10 1/2 145,0 8'-10" W-2' T-S, 8'-10" 7'-6" - 7'-10" - - - -' 1" 10" 150.0 W-Ti 8'-0' T-2" 8'-6" - 7'-4" - 7'-9" - - 1" 10" 155.0 W-3" - 7'_1 D" 7'-0" 8'-3" - i7'-2" - ?'-7' - - 1" 10" 160.0 8'-0" 7'-8" 6'-10` 8'-D" T-1" - T-5" 10" f 1. ABOVE INDICATED MAX, SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 8c 18 INDICATE THAT ++EµgiiiriN AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLATN+ fill SPAN AND A.S.D. DESIGN PRESSURE RATING, ����++�{G�p;«T�C j�fG� FLORIDA BUMNIG CODE(Non High Vetocity Hurricane.one) 1 2. REQUIRES'SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH x t\C NSA �! 0.2015 TIL19CO INC. (�, ! OP�YRNLB; 3/8-0 KWIK BOLT 3 ANCHOR OR 5/16'0 TAPCON XL ANCHOR INTO s 'V a I (I C.I S & POURED CONCRETE.OR GROUT FILLED CELL CONCRETE BLOCK, OR No.44167 ' s Rolling Shutter System 04/10/15 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR "..."�.'Y,' y IILUECIWC. - DATE WALL MOUNTED. TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. — •---M^^�- TILLIT TESiMO&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6}55 KR.J0N.51.Sta.JW,IYiCFAI tlROea,n.JJt66 1626 S.t9.BILTMORE STREET- 15-071 '.L jCry mens:.t]o516>f-f 5J6.rm x LJoSlulf-IS#f PORT ST.LUCIE,FE 34984 3, MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE %�U•"•. F� ,toy;'�w� a-mall:Gllerna'661.cam PHONE(4641 749-9876•FAX:(M)871-020 ORAwINC No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. ��.At"•.• p \ �` E31-DOD6n@ arovnn wnAa.1m xccanra o++T 7,1,� WALTER A.6, n P.�A/f 7 ®IY TtLl•++�1L FLORIDA Ela P 44161 au a-xxx nAu a SHEET IS OT 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W1511 BeO T.APCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX.-A.&D. SLAT SPAN RANGE DESIGN PRESSURE, RA31NO 0--4-t > 4!-5t(j> 5--6-'t� > 6'-7't > 7'-9't > g'-12't > 12*-16r t > 16'-20't RWM(p.%f.) I f. S 30.0 a" — 8 a. 8 6 41/2- >31-40 8- a. .7" 41/2- - a t vff- . MAX. SLAT SPAN FOR A >61-80 W 1 7 I%2" 7"_ 5 1/2" SLAT GIVEN A.S.D. DEVON 7 5. PRESSURE RATING SHALL a M>16O-120 j 8. 4�7 01/2" 4" NEVER EXCEED MAX. SLAT all 61. SPAN INDICATED ON SLAT >121-140 PERFORMANCE CHART ON >141-160 7. S SeAN DEFINITIOPI SHEET 15._ TRAPPED MOUNT WAY.A-SD. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-6*t > 5*-6'1 > W-7't >71-W t > g'-12't > W-16't > W-20't R022T.I.) — 30.0 6. 6" 6. 6- 6- >31-40 6- 61 6- 6" 4 1/2" >41-60 6- 6- 6- 6- 4 1/2" p"! - >61-80 6- 6- 6" e S. T—1/2' 6- 6. 4 1 4 1/2" 6. S 1/2' 4- 1/2" 6. 5. 3 3/4;;--1 >141-760 r" 41 BUILD-OUT MOUNT A--.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4t > 4'-5*t > 51=6,-t >6'-7-t > 7'-9't > 9*-12't > 1V-16`t > 16*-20't AYING (p I CE) (g) 0, RANPGE(P.&f.) 0 1 OE @0 (g) CE) (p 6 30.0 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" B. 6- 6- 6. 6. 6- V, 6" 6- S. 6" 5 1/2" 5' 4- -- 4- — 61, — 6" 5 1/2" 4 1/2" - 3 3/4- >41-60 W, 6" 6" 6- 6" 6" 5 1/2' 5 1/2" 67 6- 6- - - - >61,-*-e0----F- 6- 6- 6" 5" 5 1/2 5 1/2'-i—1/2" 4 I/V 5" 5" 4" 4- 4- - - - 3 3/4" — >s1-105— 6- 6- 6- 6" 6- 5 1/2I 5 1/2" 5 1/2" 4 1/2, 3 314e- 3 3/4C' - - - - 6-12A 1. 6. 61, 5 1/2',5 1/2',4 1/2 4 1/2-�41/2- 3 >10 D �j�12 4. 6" 6 5 1/2 4' V' L33 4' 3 3//4 f_j -d - - FLORIDA BUILDING CODE(Mon Sigh Velocity Hurricane Zone) a) E * \\C) Mee 02015 TILTECO INC. Nautilus Rolling Shutter System 04/10/15 Z 11L MILIT TESTINO ERT SHMER SERVICES INC. DATE n� 0= lon S.W.'VILTMORE STREET S I— 15-071 4 FORT Sr.LUCIE.FL 34984 DRAWING IN ca- &UR FLORIDA �21 00 10 P.E. tofaff 91.151 0 4416pir� SHEET In 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 BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) m1mumSLAT SPAN RANGE A.S.'Pt ------— 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 I Vy Vx VY < 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 ,>41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 > —105 123 210 550 263 —Z 1_5 1142. 368 1372 473 2009 591 2492 638 >106-120 313 240 1 728 300 881 360 1 1345 420 - 1587 540 2112 1 640 1 — >121-140 552 280 960 350 1003 420 1612, 490 1869 630 2039 635 — >141-160 781 320 1 1186 400 1322 480 1873 560 1740 640 _SIAT 1- ---1 Sp'N Ccs f NOTE: SLAT SPAN DEFINITION FT WSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNITTOOT OF SHUTTER HEIGHT AT 80TH JAMBS, SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAJL—_[::j�_tVX Vy FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone)02015 TIVEM0 M *Nautilus omwN 3 S Rolling.Shutter System 04/10/ IRLIEC0174L TILL/7 TEST EXPERT-SHUTTER SERVICES INC. DALE A De".3". 1626 S.W.8117MORE STREET k PONT Sr.LUCIE,FL.34984 Six 0 15-071 DRAWING N. L. ..,FLO 09-0000719, W.n.i — WALTER A TILUT P E FLORIDA U.j 4�16� A, a SHEET 19 OF 26