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HomeMy WebLinkAboutProduct Approval 9117!2015 Florida Building Code Online - - - i=H 3 K .uKdvJ {�F ' sTeRn - :..C. rr Florida Depiartrnentq BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links i Search Busines )� Professi nal ;f ` Product Approval USER:Public User Regulation Product Aoproval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-R3 .: Application Type Revision Code Version 2014 Application Status Approved _= Comments Archived 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 Categoryhutters Subcategory Roll-up Compliance Method EvaluationroTn-a—F hitect-or-a-t7CenSed Florida Professional Engineer 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. ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES. INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG, 15-071.Ddf 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 https://www.floridabuilding.org/pr/pr_-app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4O\1i1tCeHwT5BjK7Eu9K5z3iNpkK3LZrgRw%3d%3d 1/2 9/17/2015 Florida Building Code Online Sections from the Code 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 46:. 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, INC. NAUTILUS Approved for use outside HVHZ:Yes ROLLING SHUTTER SYSTEM DRWG. 15-071.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level "D"wind zones 1, 2, 3 and 4 Evaluation Reports (basic protection only). Pressure rating: +30,-30 p.s.f. at FL12246 R3 AE EXPERT SHUTTER SERVICES, 20'-0"span and+160, -160 p.s.f, at 8'-0"span with 1/2"slip. INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. 'See sheets 15, 16 and 20 for additional pressures and spans. 15-071.pdf Created by Independent Third Party: Yes BaGc Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MW Ria� LZ eche t sccurit �u ntres https://www:floridabuildi nd.6rg/pr/Or_app_dtl.aspx?param=wGEVXQwtDgvzRN Le5g40VIi 1tCeHwT5Bj K7Eu9K5z3i NpkK3LZrgRw%3d%3d 212 9 /I 1 L1 ECO Irak. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT.JR.,F.E. tilteco@aot.com FL P.E.License No.41167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0520.02 DATE: May 20th,2015�- , PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Rall up Shutters PRODUCT NAME: Nautilus Rotting Shutter System SUBMITTED BY: Expert Shutter Services, Inc. 1626 S.W. Biltmore Street Port St. Lucie, FL 34984 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Expert Shutter Services, Inc. based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 Fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended, at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT(P.E D.): Drawing No. 15-071, titled "Nautilus Rolling Shutter System", sheets 1 thru 26 of 26, including 10A, 11A, 12A, & 13A (Total = 30 sheets) prepargA by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 041,91Q'� i�t#�,wing is an integral part.of.this Evaluation Report. 1�' Q.P" ✓q (� � 6355 N.W. 36th Street, Suite-305,,Miami,.Florida 33166 - Phone: (305) 811 .-31010 0 � 821-153fill1 rt1 PRODUCT EVALUATION REPORT NO. 16-0520.02 2 2.2. TEST REPORTS: Large missile impact and cyclic loading under ASTM E-1996 and E-1886 Standards, as per section 1609.1.2 of the Florida Building Code. 'Uniform Static loads in accordance with Protocol TAS 202 of the Florida Building Code. Test reports,'prepared by American Test Lab of South Florida, Report No. 1030.01- 08, 030.01-08, signed and sealed by Henry Hattem, P.E.and William R. Mehner, P.E. dated 02/13/09 and addendum dated 02/25/09. Tensile Tests on Mechanical Properties of Slat, as per QC Metallurgical, Inc. No. 9AM-31, dated January 16, 2009, signed and sealed by Frank.Graie, P.E., per ASTM E-8 and on stainless steel retaining screw, as per lab reportNo_ 9,AM-32, dated January 15, 2009, signed and sealed by Frank Grate, P.E. per ASTM E-8- 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On "Nautilus Impact Protective Rolling System" for MAXIMUM -span vs. design wind load, as well as anchor spacing vs. design wind load and SLAT span including mullions and storm bars, based on rational and comparative analysis, and in accordance with sections 1604 and 2002 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/18/08, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1996 with missile level D (Basic Protection) 4. WIND LOADS RESISTANCE: "Nautilus Rolling Shutter System" has been verified to sustain wind pressures. Slat Span shall be as indicated on sheets 15, 16 and 20 of Product Evaluation Document (P.E.D.), drawing No. 15-071. Maximum Anchor Spacing shall be as indicated on sheets 17, 18 and 21 of Product Evaluation Document (P.E.D.), drawing No. 15-071. Storm Bar and mullion span shall be as indicated on sheets t 22 and 24 thru 26 resi:)eagti-v-�y-of-Pmduct-E-valuaflon-Deounien # 15-071. 5. INSTALLATION: Shall be strictly performed in accordance with the details indicated on sheets 4, 5, 6,7,8,,9,10,IOA,11,11A,12,12A,13 & 13A of Product Evaluation Document (P.E.D.), drawing No. 15-071. Minimum separation to glass shall be as indicated on sheets 15, 16 and 20 of Product Evaluation Document (P.E_ ""dr, awing No. 15-071. A. bb?/44 STATE OF 0, A, lfJ KI If lilt PRODUCT EVALUATION REPORT NO. 15-0520.02 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of Product Evaluation Document (P.E.D.), drawing No. 15-071. Anchor specifications shall be as indicated on sheets 1, 8, 9, 10, 10A, 11, 11 A, 12, 12A, 13, 13A and 21 of Product Evaluation Document (P.E.D.), drawing No. 16-071. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 2 and 11 thru 16 , indicated on sheet 1, as well as details and notes on sheets 19 and 20 of Product Evaluation Document (P.E.D.), drawing No. 15-071 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product SHALL NOT be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, grouted cell concrete block, and wood frame structures, as limited and defined on Product Evaluation Document No. 15-071. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of rilteco, Inc. (Florida E13-0006719). 29�PffF 0 R NAL i GENERAL NATES; S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(p. .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 FLORID EiUILDING CODE. -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE NES(MIAMI-DADE /BROWARD COUNTIES). -1/4'00/4"SOLID-SET MANUFACTURED BY ALL POINT, INC. .. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIO CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WI-L -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. BE INSTALLED -5/16'0 TAPCON MANUFACTURED BY TTW BUILDER, INC ' FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 201 FEC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 3 15 7HRU 18&20 THRU 26. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED Pf R ASCE 7-10 EMBEDMENT GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN RDER TO ANCHOR SPACING 0 1007. EDGE DISTANCE ® 1009. CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 THRU 18 & 20 THRU 26. 3/8"0x1 1/4"CALK-IN 3 3/4' 4 1/2" 1 1/4'(3000 psi) N07 ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE qOT OVER STRESSED, 1/4"0x3/4"SOLID-SET J. 3" 7/8'(3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 3/8"0 KWIK BOLT TZ 9' 4' ( psi) NOT ALLOWED MH USED IN THEIR ANAL I5. FASTENERS 2 1/2' 3000 SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2012. 5/16'0 TAPCON %L 3 3/4" 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED ACCORDS ROLLING SHATTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE H BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE ICAS AMERICAN TEST LAB OF SOUTH 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. FLORIDA REPORT# 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 5T ARDS, QUALIFYING IOA, 11, 11A. 12, 12A, 13 & 13A. INSTALLATIONS FOR WIND ZONES 1, 2,-3& 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE HEETS 19& 20 _KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT], INC. FOR ADDITIONAL LIMITATIONS. -HUS-H SORE ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE,6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE HEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHE 4.ALL SCREWS(EXCEPT END RETENTION'SCREW@)TO BE STAINLESS STEEL 304 OR 316 RIES WTTFi 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBO STEEL AS PER DIN EMBEDMENT 0 1007. 50018.ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY RW BUILDEX&SHALL COMPLY W FLORIDA PER GROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING 0 100% EDGE DISTANCE 0 1007. CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT TZ 27" 9' 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WI 4 3/4'(3000 psi) NOT ALLOWED H 36 ksi MINIMUM 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1 3/ (00 PSI) NOT ALLOWED YIELD STRENGTH. 3/8.0 KWIK BOLT TZ 6" 4 3/8" 2'(3DOD PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENS X16,095,225 AND ®7,409,980. 3/8"0 HUS-H SCREW 4' S" 2-(3000 PSI) NOT ALLOWED3/8.0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2" (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR QD SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUS-11 SCREW OR WEDGE BOLT 6' 6" 3- (3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE- MIN. 3000p.s.i. COMPRESSIVE STRENGTH. 5/8.0 HUS-H SCREW OR WEDGE BOLT 7 1/2' 7 1/2" 2 1/2'(3000 PSI) ' NOT ALLOWED 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. 27/4-FOR 5/16-0 TAPCON XL ANCHORS & 2 1/2'FOR 3/8'0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4'FOR 5/16'0 TAPCON XL ANCHORS & 5"FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. UFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL. ' 15. (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 ORP ERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE U-111 STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS, AS MANUFACTURED BY TIW BUILDEX, INC. (c)THIS P.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 1/4-. () RECORD NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO 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 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e) RECORD THAT SHALL BERARED HE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF PRET. 8.3) 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 MAN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR SOUTH (G-0.46) OR `AA1A ILL N SHALL ONLY BE USED 70 SOUTHERN PINE N2 W/G .. 0.55 MIN. ``ysA � !N TNf SFATf OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. �� S ,: 02015 TILTECO INC. ' C �. � DRAWN BY: CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL '� Nautilus F.R.L THREADED PENETRATION. •-�NQ• Rolling Shutter System Us/IGj15 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C�.- •+-�c-�.'-ter"� ' = ' �LEXPERT SHUTTER SERVICES INC. DATE C.2 MINIMUM EDGE DISTANCE E.D. OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.E GE DISTANCE IS 'O TILLT TESTING h[NGINCEWINC COMPANY j { s.p•, -e.W.Halo.sl.n.aos.1.rn1A trema.n maa BEYOND ANY FINISH MATERIAL. :(,� wb,,.;pos)en-mso r..:Ege)Dn-1671 1676 S.W.81L1MORE STREET I i�.L`�'•'��IJRIDP •��a e-mdl:Lilteco0ool.com PORT 57.LVCIE.FL.J4901 15-077 0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PA ERS BE FOUND ON a lC •'•�� CB-0006719 PHonc(eoo)719-aese,rAx�p72)971-0600 DRAWING Ne 1 THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN TRUCTURE BEHIND �1.A,a'' WALTER A.TILLIT Jr P,E. me wn SUCH PANELS. g%' 5 A w, N(AV'DATE FLORIDA Lic.A 44167 ,�,a An SHEET 1 or 26 i i i 19#f 1 _ 5#,5-2 - #=3is#m4. #i5I I!- fi#306"I .6#157 #678" f -'#99 #10 r,cw »r•.IsrsJ1•- .: .-i .leo�r7. 2x6tsu12 on•---m- -m-t-��^£.^�_aa .a6o�-��r.otow'dI-.�om.-Tulom2o m/ImT'-nA-BuuIRu-FAiwp� 8�-�a6o�• aa1'•6.i D D." -•I.._^_'- -sea" nLI�I-_J.._6o 1' - III-%J I LII?M1 II '!II L !9'J-`I IaI P2.11D--Ii I iI(I R3.J96- RII'-ni--IDETu � .��° ''PzJ>•�i. 41°a ,I AorsDiI,• .:'(°Im�-;.J.-.2r1 J TYP DETNL.A scREwsPECS IMSTA0,Ly�SEsw6� W k9EyfI TRUSS HEAD T40 SIX LOBNWEA41MT *12('167HEXHEADABTWDa_' Rx.x9eRa98I fll 313" R1. 9 R,a7 OPTION#1MoNGLmna OPTION#Z(W/WASHER) m DEC 410TSTMtESS STEEL SCREW (TYP.) DETAIL C Cn�rHRO AiORRoswN 70- SYSTEM. NJFACILIEO BYsu"wLTcOTIw.LC Fy=191.4 Is DEDSTRDGTH.LL DET.9 ']J{(-� 91 JI 8' Ftu=198.8 ksi(IENS+LF STPF1GiH) A SLATS L t-.Txa J Lsl. L.7arJ I ­.Co­(ttP.) 1 p A7 STARTER SLAT w• 1T6 ALUMINUM ALLOY • 60fi}T6 ALUMINUM ALLOY 103 BASE Fy=SLS Esumm.) SCALE 1a•"- V BASE SLAT DETAIL.B $ - EFAlE:1?•1' - 6083-76 ALUM NUM ALLOY •^ ' Jav•----_ ___ SCALE 1W-V :rp .625•-I L.xao- Ixs•� ,rue• °'Ix°- ^ --_ ACETAL BUSHING'aa 1.360' -.935"-rr-1.x70' I.D00'---^---- .L� -.___..-._ -�.__-_� _______._epeD•_._._--..._... -_ (USEWIOPTIONSff ANDf2) DENSITY.1.49a . 1 .125- .xso' TENSILE MODULIA5:37/k' TENSGESTRESSAT YtW 9.136 ks1 .Ixs ry1.xeD----x..x6---J i E2 BUILD-OUT TUBE FiExExuLMODULUS:S801s 6063.T6ALUMIMMALL57 Izcow C fiinwPACT:65LA4d 070. I i SCALE ILA o0o f ©RETAINING SYSTEM:SCREW+BUSHING I.xbh•-a � OD SIDE RAIL # OE BUILD-OUT TUBE E1 BUILD-OUT TUBE SCALE 1?=1 6063-T6 ALUMINUM ALLOY 6061T6 ALUMINUM ALLOY 6063TG ALVMINUM ALLOY SCALE'12.1' SCALEU7=I- S ALE -SCALE 12'=1" $ �) *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM _ - "---"-'6.000"------'---' __ _-1.00a•-- 0.050-CLEARANCE BETWEEN SCREW NERD AND CAVITY WALL AT NON HURRICANE POSOIONS. �aaoo•--- _._,�,•� E3 BUILD-OUT TUBE G061T8 AL UMINUMALLOY ---------- j SCALE:1a-V xw' I I j zso OH 1/4.0x3/4'ITWBUILDEX TEK SCREW CARBON N47 EL x5U' P7�117 OI 5/16'0 ITWBUILDEX TAPCON XL ANCHOR CARBON STEEL I I I SCALE 1r .1' I S.Doo•------' I ------'1.000•--- - OK STORM BAR J 316'0 HILTI,INC.KWIK BOLT 3 ANCHOR 6061-T6 ALUMINUM ALLOY © TRAPPED ANGLE © 4x6 MULLION 4x7 MULLION CARBON STEEL SCALE.tri'1" OF G1 4x8 MULLION 6061•16ALUMINUMA l0Y t1N1ttOO7lph SCALE 12'01• 6001.76 ALUMINUM ALLOY GDOIT6 ALUMINUM ALIOV \\\\\ ffflA' 606}76 ALUE,1U=ALLOY ELLE:318'=1' SCALE 3I6'>t' SCALE:318'•1' ;\ f� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone SGlE.17=1" 9 Y 14 se �% 02015 TILTECO INC. Nautilus .I if DRAWN BY: • �r pi 1 V a u l I I u s F.R.L. Rolling Shutter System 04/10/u -7- .;_ IL ECO ... DATE *?« LL1 .�= TILLT TESTING a ENGINEERING COMP ANY EXPERT SHUTTER SERVICES INC. COMPONENTS t ws5 N sem- s. c4.,e680ENi n alae 1626 S.W.BILTMORE STREET 15-071 A•• S ••EtA F�1n.:Ocijen-um.r<.I(ws)e1,_1521 PORT 51. LUCIE.FL.34984 DRAWING Ho P; e mon:-It6aD004Lcom (91oNL(B00)719-8056 fAX:(172)e71-0990 L 9 Q • ED-0008719 '�•S.'�F�.'� - t -�\�- WALTER A TILUT Jr P.E, ^V'"• vrt P.fi�fSX'Q1'Q9kSVAlE �pq'E FLORIDA Lic.0 44167 - [4 1 .c. SHEET 2 OF 26 i 13 2 1a g , 12 - 0 a - I S /C - O I • a 16 's 1 SIDEIEND CAP ' 18 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK © 4 SPRING BRACKET 5 SPRINGASSEMBLY ,A- /® 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) •� S ; 'n �' ® 9 ALUMINUM STARTER SLAT .., 9 ® 10 ALUMINUM SLATS 1-10 `® 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 4� 13 MOTOR BRACKET Sol, 14 SPRING,GEAR&MOTOR BRACKET BOLTS ® 15 HOUSING(BACK&TOP)FASTENERS 6 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY d ® 19 OCTAGONAL AXLE FASTENERS 20 6OMM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 4� ® 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24® ER END 25 ID ER BRACK WIMM OCTAGONAL DLBEARING BOX & END CAP ASSEMBLY COMPONENTS 4 10 d t11111111111111 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2016 PL]ECO INC. * Ncutilus OFAwNfir:ENS ri�,� r7l.. W" �?� —' � Rolling Shutter System oy,o�ts IL ECOIwc. EXPERT SHUTTER SERVICES INC. DATE •`j� TILLIT TESi1NC h ENGINCERING COMPANY :*2arse Hw.sam sI,s..aoa,wlceaA aNlttNs.n aslaa 1626 S.W.61LTu0RE STREET 15-071 mr:Po9)en-na0,ro.:(]o1)eA-1 a]i mad:-000 Gaal,com PORT Sr. LUCIC, A: 772)8 �'•. STATE OF .'�� e CB-0006714 PHONL.(OW)742-905G.FAA:()]])e)I-0990 DRAWING Na • ••C�� WAITER A,TILLIT Jr,RE, wR im=Dr t1Ftw FLORIDA Uc.j 44107 ha/. 6NCCT J Or 26 11A111I1I/NNn 11N11,0` I iBOX �Y/6 & Y/7 TBOX V/9 >�0Rr V/9 0R R Y/6 do Y/7 END CAP 1 N1--END CAP i END CAP t I �K --END CAP SLATS 1 FLATS S2 LATS SLATS _d3 - SLATS i -SLATS ' -SLATS I --SLATS 5 'SLATS v SLATS d6 w 8 6 0/8 — SLATS 0'/8 0'/e 0/8 z 0/8 SLATS 0/ 8 10 0'/8 0'/8 7 -SLATS N _ -SLATS l a �� - SLATS —L\�I)) -S. SLA, p - . -� � (Typ. Ea. END) �(Typ. Ea. END) 9 d iSLATS —Z SLATS SLATS 11 SLATS it /.' STORM BAR SPACING//// //////.//i.; ii%i///•/ !//r•� ii/,/%//:'%/, /ii. //� �Y/6 & Y/7 (SEE SHEET z2 — _ �Y/6 do Y/7 �V/9 ®V/9 Max.SLAT SPAN '— -----(SEE SCHEDULES ON SHEETS 15&20)-"`-- --- I — (� Ma SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 S OR 4 BARS * # -_- —(SEE SCHEDULES ON SHEET 15)-----'--- NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOM NCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN I V-O"APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BMS OR W/STORM BARS& MULLIONS W/ HEIGHTS UP TO 11'-O". (o)CURTAIN SHALL STMT W/dl SLATS AT TOP, FOLLOWED BY d2, d3, ...,. THEREAFTER ALL THE WAY DOWN. EACH SLAT d SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW d1 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. (o) BOTTOM SLAT B@MUST BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATIONS W/O ST RM LLtILtgF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0 p I� OTDIS TILTECO INC. DRAWN BY: _(a) CURTAIN SHALL START W/ d1 SLATS AT TOP, FOLLOWED BY d2, d3, .....THEREAFTER.ALL `\Q�' ✓ • Nautilus F'R'`- THE WAY DOWN. EACH SLAT b SHALL CONSIST OF MIN. FIVE (5)SLATS OF THAT SLAT :V;t CE p .3� Rolling Shutter Sy3tem 0+/I0/15 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW dl SLAT SHALL BE •t IL ECO INC. DATE CONTINUED UNTIL 410 SLAT IS INSTALLED. AFTER 410 SLAT IS INSTALLED,ADDITIONAL 410 Z TICCIT rEST)NO$ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC, SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ..r Bose x W.yea.e1.en om.wwiwA wxae n.alae 1 5-071 1626 S.W.DILTMORE STREET *; i* •*_ eAm.:(xe1eM-mw.r..:poep•1:1v1 PORT 51.LUCIE,FL 772)8 (D) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. A; a-marc-00067am,eom vHonc Lana)1.9-9D5e,trot:(nT)evI-o99D DRAWING No STATE F r EB-ODO6T19 Q-: 'T� ,•S4..y:.-- WALTER A.Taut Jr.v.E, �� ID0hL' E FLORIDA Lit.d 44167 V,r/,. SNE[T A of 2a I I Max.MULLION SPACING (SEE SCHEDULE ----I ®W-1/100R W-2/11 OR i,-�Of © OE ON SHEETS 24,25&26) I (�Cor © of © ' W-3%12 OR W-4/13 VW-1/10 OR W-2/11 OR Mo+.STORM BAR SPACING j Max.MULLION SPACING * REAR ©OF© 0f -W-3/12 OR W-4/13 BOX I (SEE SCHEDULE ON SHEET 22) ') 4-- (SEE SCHEDULE - V/9 '^O(TYP.) 1 --•--1 ON SHEETS ) 1 i lr�/` ( :iY '/j �,•/„•,}//:;/%'%24, 25 & 26r ,. ;%',.•;i� 80X TEND CAP-- M END CAP n i t 1 { i — .B1 I I I SLATS I I I 1 1 SLATS 1 I 1 SLATS B2 SLATS N I I I I I SLATSN ¢ ; l i _SLATS 1 I I I a I SL 04 di N ; 8'P/ i P 8�P/8 e1 I i! SLATS N N a N ! I I SLATS I I I I BS6 j ® i i I I SLATS j cern 0 I I SLATS vz s i i 6 = Q8Q/8 6576 o I#LAr5 o SL O _I I I !I N I ! SLATS Z A Z O o _ _ o I I I 1 I 4 Q T SLATS Oi 2 _2 U II SLA. TSR8 !I R 8 ' Typ.)(TYP.) R/8 or Of N SATs Rn/ R•/$ _ LTS R/3p or �pN (Typ. EaR/8 (TYP• Ea . END)dg R/8 iR/8 sTsAs/ / or .1or un RR,/ BR•/8 R/g lo p10 ATS ISL SLATS /.%i%/6///////!i, J %iii///� %//%��/%%,i i/•; /„/ MAX. STORM BAR SPACING'—% O ® W-1/10 OR W-2/11 OR m .L W_1 W-3/12 OR W-4/13 (T� (SEE SHEET 22) ® W-3%12 OR W_4/13OR V/9 B (TYP) Max. SLAT SPAN I _filar.- SLAT SPAN -J Max. SLAT SPAN Ii- Max. SLAT SPAN I -Max. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES (SEE SCHEDULES ON (SEE SCHEDULES-ON (SEE SCHEDULES ON—'I (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT EL VA ION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W MULLION & W STORM BA 5 WZ MULLION & W/ 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 INSTALLATION * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O".APPLICABLE TO INSTALLA IONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS& MULLIONS W/HEIGHTS UF TO 11'-0`. (a) CURTAIN SHALL START W/ B1 SLATS AT TOP, FOLLOWED BY B2, B3, ..... THEREAFTER ALL THE WAY DOWN.EACH SLAT B SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW B1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT MAY VARY WITH SHUTTER'S HEIGHT. ,``IAl11TY A.Tit (b) B01T01.1 S ATQB MUST BE ALWAYS INSTALLED. a� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ** �� `- •• E •• 02015 iRTEL'a INC. * Nautilus CASE 2: SHUTTER HEIGHT LARGER THAN 11'-O"APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ : \\�+ NS �F MULLIONS W/HEIGHTS LARGER THAN 11-0. .� Rolling Shutter System 04/10/15 (a)CURTAIN SHALL START W/B1 SLATS AT TOP, FOLLOWED BY B2,R3. ..... THER ER ALL THE WAY •••��� IL ECO 1Nc. DATE DOWN, EACH SLAT B SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR *; `' / I•S * TICCIT TESTIND 8 CNCINM uCflING COMVANY EXPERT SHUTTER SERVICES INC. ADDING SLATS DOWNWARD BELOW B1 SLAT SHALL BE CONTINUE UNTIL 810 SLAT IS INSTALLED. AFTER : .p: / ww nx awn s1.sn.aos, awoos.a.aa11c 1626 S.W.BLLTMDRE STREET STAYt OF .'C7; rT„�.,ta9s)m1-us9.r..:Iws7w,-Iwl 15-071 BID SLAT IS INSTALLED, ADDITIONAL 810 SLATS MUST BE USED TO COMPLETE T E TOTAL SHUTTER •, n `c"4 a-mo;l:Linxco®aol.com PORT ST.LUCIE.FL. 34984 �i-���.- F ,OP.•,:v�� _ GHQ: (7))49-9058.FAY:OT2)B)t-0990 DRAWING No HEIGHT. .��Il_ WALTER AaTTII�LIT 1 Jr.P.E. wrt (b)BOTTOM SLAT 0 MUST BE ALWAYS INSTALLED, f=•S,r++ F p( A `PlITE FLORIDA Lic.4 44187 t,oi,n 1HETT 5 01 11 11/IIIIIIII TAPCONS XL W/_ POURED -5/16.0 TAPCONS XL W/ 2 1/4•Min. 1'x1`x1/B'OR 2".2".I/8' _ 2 I/4'M EMBEDMENT �I CONCRETEI EMBEDMENT& 1'O.D.x0.060"GALV. ALUMINUM TUBE.-.. 7/4"00/4'ITW BUILOEX TEK SCREWS "O. & 1D..0.060"GALV. i REO'D I STEEL WASHER 0 24" c.c. / / W/ 1'0.0.x0.060'GALVANIZED STEEL STEEL WASHER® 24`o.c. i %/ ji;i,;{'i j/%// /,�// �;/,�;/te l 5/16"0 TAPCONS XL W/- •/ WASHER 0 24'O.C. /'• 2 1/4"Min. EMBEDMENT 0 24'O.O. I �� %I' / POURED CONCRETE �/ ` % / POURED CONCRETE qj OR GROUT FILLED_ 'i OR GROUT FILLED—� CONCRETE BLOCK _ CONCRETE BLOCK WALL REQUIRED. \„ .,•� WALL REQUIRED. l EDGE OJEDGE ii� OPENING -J/ I `-1 M I I _!• OPENING EXISTING -� EXISTING E%ISTING _ i� I GLASBEYSOND) / .I I) GL - ( C1A55- �' (BEYOASSND) :� l� i, ~! (BEYOND) % SE ANCHOR SEE ANCHOR E SCHEDULES ON - I s _ =w SCHEDULES ON SHEETS 16, 17 w m EE ANCHOR __ - % F x SHEETS 16, 17 & 18 ��H1 (=z CHEOULES ON 'O ! I^ & 18 L— U zo H185 76. 17 Min.SEPARATION i M W Min. SEPARATION Zi Min. SEPARATION j z To cuss ! j EXTERIOR W TO LASS / �� I (SEE SCHEDULES, ---'„ 'Y I �' TO GLASS _ _- EXTERIOR W ON SHEET 15) �/ 'Y ((NEE SCHHED SEES, —' -- - 1 EXTERIOR V (SEE SCHEDULES, ) I W ON SHEET 15) zIti AI— E@OR E3 -- � 0 /8 °/$ °/a j 0/6 0/8 �j 0/8 POURED CONCRETE POURED CONCRETE OR GROUT FILLED---� 11�' ! u j OR GROUT FILLED CONCRETE BLOCK ___' POURED CONCRETE :� / II I WALL REQUIRED - OR GROUT FILLED--� w_.1_/_• CONCRETE BLOCK I, CONCR BLOCK WALL REQUIRED. i �i II EDGE OF 3 WALL RE UIRED. N / OPENING , OB OPENING] / 2 1/16' / ii ; MIN. E;.D.� '/i/;✓,:/..//. j ,,.l;.//,!:;/ /. MIN. E.D _.._-_--._ 1 1/2".1 1/2".0.062".CO14T. ALUM. '/,//'ii,;�•j;��/j/�;j %•' ,/--� E ANGLE W 5/16"0 TAPCONS XL W rT'• t------- 'j l_._..2"x4".0.062".CONT. 5/16.0 TAPCONS XL W/= l/ -r / / / �•.-POURED CONCRETE 5 16"0 TAPCONS XL W J `i ALUM.ANGLE 2 1/4"Min. EMBEDMENT 2 1/4"Min EMBEDMENT 0 24'o.c. / / T (I'c=3 kSi Min.) REO'D. 2 1/4"Min. EMBEDMENT 0 24"o c FLOOR/CEILING/TRAPPED MOUNTING 0 24•O.C. ' WALL MOUNTING BUILD-OUT MOUNTING SECTIONS Y��l "'T� " M FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) y>? �CENSF'.: 01015 TIL111O INC. DRAWNBI: INSTALLATION DETAILS ON EXISTING POURED Nautilus RL Rolling Shutter System 0./10/15 CONCRETE OR GROUT FILLED CELL CONCRETE IL Eco �M�. DATE BLOCK BUILDINGS =*' �� TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �' 4U..•NN.lbin.51.N•.w5.HaP.o4 GA-n..16. 1626 S W BILTNORE STREET z o'•, TAE ry e, ..mlaw. <.:poeleTl-1a�1 P 15-071 SCALE: 3/16" I'• F p P;' o-mclI:tilt...a-'.c9m ORT ST. 056, f 772)a oRAwINc No / / '��i�F [ARID �� ` ES-0006719 PN'N1E:(A001 7.9-9056,rut;(T72)6T1-0990 cl/J WALTER A.TILER Jr.P.E. un /FiIE;A71�T ,E FLORIDA Uv.0 44767 - u,o/n u+ SHEET 6 Of 26 I EXISTING WOOD EXISTING'HOOD- TRUSSES OR RAFTER/ 5/16.0 TAPCONS XL W/ 5/16.0 TAPCONS XL W/ TRUSSES OR RAFTER/ F2 1/2'Mi..PENETRATION 2 1/2'Mi,PENETRATION 1'.1".1 B' R ..1/4'0.3/4'JEW BUILDER 1 H / O i ' TEK SCREWS W 1'>I'>1/S"OR /A.O;O/y RW BQILDEk @ I O.D..0.060'CALV. do EL WASHER G24' / _ _ EXISTING WOOD f EXISTING D 2'.2'.1/B'- f TEK SCREWS W/ STEEL WASHER 0 24'oc STEEL WASHER O Z4'a.c. � 1'O.D✓0.060'GALVANIZED 2.2 si/9----' --TRUSSES OR RAFTER. ( '' _EXISTING OR RPiTER ; ALUMINUM TUBE 1"O.D..0.060"GALVANIZED STEEL WASHER O 24'oc / STEEL WASHER O 24' - ALUMMI.M TUBE t 5/I6"R TAPCONS XL ,:' i .� ..� 5/16'0 TAPCONS%L ,.( r _..._ �'i �-'i"� PENETRATION (J�l' 'jw/ ENE/TRATION .��..!- ®2a' 1' t /i 1 PEN ] oc. 2 i?•COMDR (2)2'.4'OR2.6"CONT- IIIr2 2"z4'OR WOOD HEADER' WOOD HEADER i I ( 1-OR Z>6'CONT, 2'r 6"CONT REQUIRED % •"'� REQUIRED %/�K �+, I I I WOOD HEADER I - � I REQUIRED 1, 1 1 ' r`J I REQQUUIRED DER I I TA, ,111 '\ll. `\ \ « '4 1 `l._\_ I � � \•1�II c, '1 \ 1 EDGE OF•.`\ EDGE OE" I EDGE Qf. �\\ \1 M I EDGE 0-F OPENING �[>, M OPENING 1\\.I ` ...Dill OPENING I ` I' g I ExISTIIJG _1_\, A -O Q EXISTING -�.y OPENING O a I Q ( GLASS I w E%ISTING I 1r S 1 (BEYOND) I �' caBRIOR (BEYOND) I x GVSS- I IXIE7OOI1 I GLASS-..7 11 ! EIGERIOR IJ 1 j O I I (BEYOND)' ( I I (BEYOND I !• IJ I j l -A T I oR 3 ) (2)2".4'OR ( i I i M n. - I I J j I: _ ® T_-�( _ s (2)2'.6' •I '1 SEPAAAT ON OREFCOR o s (2)2'>4'OR t ` i, I Min. i (2)2-.4"OR t ( ) I j Min. `- CONT.W000 '(-�-- -- TO GLA55 1 j 2'v6'CONT:-1.• j i SEPARATION 2'.6"CONI-", + S I SEPARATION J STUD O 16" Y I E (SCE SCNEDUIE ON ` { A ` I --O y,1 W000 STUD - - TO GLASS - WOAD STUD ` 1-1 - i0 GLASS 3 It SHEET 20) \ 1 \Al 3 O 16.O,C \1 (� � I� [( IS O.C.MAX. w ., \ r 0 16'O.0 I ( SCHEDULE ON w REQUIRED. L.y�.�1=.�, s N MAX.REQUIRED SHIER M _ c (SEE SHEET - - SEE ANCHORS _ M'n' (SEE SHEET 20) __ ) MAX.REQUIRED - SHEET 20) 1'� Trr� SEPARATION s �' C (SEE SHEET 20) _____�( 20) I I SCHEDULE �' III la 1 - _ TD GIlSS i) S r 1" K ON$HEC/21 o I IT (SEE SCHEOUIL ON s ,n o .'•'1 '111 I ^+; S.M 20) 0/8: I( , 0/8 m 1 I D/B `\ D/8 I (2)2'.a'OR \\ '. 1\ \ U -EE ANCHORS i ' ' 11 I SEE ANCHORS t I 11 II ) j '-WALL FINISH (2)2•.6' \ \\1\\••\ SCHEDULE f II I I I SCHEDULE EDGE Of ) 1 \ [. CONT.WOOD_' \ •V 1 . ON SHEET 21 vii ' EDGE OF I I ( L ON SHEET 21 OPENING ) ` STUD OPENING I T ( 1 I, (_- �`� -1—/2" I Q.C. t REQUIRED. 11 E 1 1 T'zi 1 2'z0.OG2' SEE SHEET 1 I _ 1 E O? I' 11'1 '1 1 i_$EE ANCHORS / / ( X t 2'.4'.0.062'.CONT. ' 111 E. >coNT.aLUM.MLLE 20) ,1 Ai ! E `ALUM ANGLE t 11 `r SCHEDULE -`.-\- I \ ) 1 ayy(ON SIIEET 1 , \ ```,•_5/16.0 TAPCONS XL `' \,I 0 I .\ `. \`' \\f `\�'^ _5/16.0 TAP DNS XL `•I`\ • `\ F W1 2 1/2'Min, 0/8• I\ \ 0/8 1 \\ w/2 1/2"Min. \ \ •�\\`• \ WALL PENETRATION ,\ \\r 1 1 I ) PENETRAOTION d? � 82'.4-OR 216, FINISH 0 24' 2-aa"OR 216, \ - `WALL FIt15M �W4LL FINISH 0 24' c 1 f /\I 2".4'00.2.6 1 `ICOoD \ coer.wooD ` 21."D1 1 1 l ExlsnNc wood BOTTOM PLATEDECK OR WDDO ;BOTTOM PLATE - \ '� 1 1 E%ISTING WOOD I BO OM PLATE 1 ' 1It (' EXISTING W000 CONT . ( 1c + 1tIrDECNOR REQUIRED � REQUIRED .. DECK OR REQUIRED DECK OR BOTTOM i[CONCRETE SLA9 -- I� CONCRETE SLAB: (SEE SHEET 20) + REQUIRED. (SEE SHEET 20 /' ��, y CONCRETE SLAB CONRETE$LABREQUIRE ; REQUIRED) ` (SEE SHEET TO) /" I� REQUIRED. (SEE SHREQUIRED. ' (v AwUUAE) f�.!___ f—'// .�J •a _/ EDGE, IF h°PUXAE4E) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. ,l„111111111I/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \��.`�(P•„•,•••��'� '' 02015 TILTECO INC. Nautilus F.ORAwRNL BY: �NCEN,---5 ... - Rolling Shutter System 01/10/15 DATE v *= TICCIT TESTIND h ENOINCERINC COMPANY EXPERT SHUTTER SERVICES INC. •xt+st,sn 4P5.wrcawA rweuNs.n.v�14 1626 S.W.BILTMORE STREET 2*: 1 �i�^^^ 1T,a:pmten-uw.r•.:T.lwten-Im 15-071 m4E-OG 60ool.cam PORT ST LDCIE,FL. 34961 •ZlI� 4 EB-..0006]19 PHONE:(B0o))a9-9056 FAA:('i)22 B)I-0990 o'•, STATE OF - DRAWING N? �� WALTRIGA A.GL IT Jr.P E. �>$Rle � n,ORID4 LIG.R 4110) u a e SHCET '/ Of 26 \C i i POfU�i(.'0 CONCRETE_ Mln.E.D.— �� I----- —1 +,lin.EA.— OR�ORDUT FILLED �'�; -OORI'.1 1 OI ORO- POURED '�, OI ORO _ \J POURED POURED I CONCR LOCK ♦ CONCRETE OR `♦ I OR -, 5 -- / (S E SCHEDULES ON (SEE SCHEDULES ON\ I I GROUT FaLED` (SEE SCHEDULES ON I. CONCRETE OR_ 0 ( CONCRETE OR .♦ i, ♦ S EE15 17& 18) SHEETS 17& 18) CONCRETE BLOCK \\ SHEETS 17&18) •\I I GROUT FILLED, :-O ♦ GROUT FILLED CONCRETE BLOCK (SEC SCHEDULES ON i \ ♦ , SHEETS 17&I 8) .� BLOCK ETE \ .750' ,``\ /• \\`♦`,r'f.\ ♦ ♦ `��. ♦ ♦ I �♦ \' Jl i_-� j to a" .c. 2548•----3.452'- 2. A 2•_-L_.2• 1 A� ' % �/ OE DR E1 f� E2 DR E3 2 OR r OA OR 1/8'SUP `� 1/2'• 1/4• .-F+ �a'o.a {/�J\� F \ oR ,/a'su .O l OR/1/B�SUP �/ ®4 °c /z-• LD UT SECTION W/ STORM BARS MOUNH T—MAt/ \ DyM U DR ,/B SDP SECTION P—P (PLAN` • BUILD—OUT MOUNT BUILD—OUT MOUNT SCALE:3/76-n ,' ! SECTIONS 0-0 (PLAN), INSTALLATION DETAILS INTO EXIS ING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE'1/4•-I• --©OR�--\.♦ E' OR© ©OR©_. 1111 2.750- 'r 0 4"o.t. A CF ®a'o.c. .a; `\ /�,• 4'ox\ ®4'o.c. � ,/z'i/4' O C. O\ \�� \ ( OR 1/8'SUP O SECTIONORIENTATION'#1 LANA 'i/a- ` D t/z'•.1/a' 1/2 i/a' 1 • OR I/8'SLIP OR 1/B-SUP 1 ` /2'. ,/4• 1/2 ,/4' ��.. R 1/8-SUP OR ,/8-SLIP O O OR 1/8•SUP oR 1/8-SLIP@) WALL MOUNT END MULLION SECTION Q—Q (PLAN) SECTION Q—Q (PLAN) �� SECTION R—R (PLAN) SECTION R'—R' (PLAN) �J ,.-�* ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 �- 0 4'ox. C WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION ;�-- ---- INSTALLATION DETAILS INTO MULLIONS G,G1, G2 1 SME:1/4'.1' �2 __ , 2'. 1 4- 1 / _ DR/, 8-SLIP '•_O 2.:x6' STUDS---1,•EO.,�/ (2) 2"x4" OR 1 , (SEE SHEET 20) -7 (SEE SCHEDULE * ©-•'ilk 1 "/1 J ON SHEET 21 ALTERNATIVELY TO H A 2"x6" STUDS— 1• = i + ) O (SEE SHEET 20)_ 0 E0.rEo. MIN. t . '•''- (SEE SCHEDULE /2' I I' I 1/4'0-20x3/41� S.S. M.S. ON SHEET 21) PLYWOOD— 1 W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) MIN,.1/2" FOR THIS CONNECTION ORIENTATION #2 PLYWOOD--; I• 1 — ! WALL MOUNT END & INTERIOR MULLION E2 OR E3 r OR r I 0``",,5gWiuuurgp O1/2', 1/4• ' a�--, ~I, � �'�i FLORIDA BUILDING CODEO `O •• ••• (Non High Velocity Hurricone Zone) 2'. 1/4'R , SLIP ®a'O.C, O 1/ ) OR I/8'SLIP t G2015 TILTECO INC. OM.WN BY: FLUSH MOUNT (WALL) O * Nc u t i l u s F.R.L. BUILD—OUT MO MNo.4416 e _ Rolling Shutter System o4/w/,5 DATE SECTIONS 0'-0' (PLANS Z.cpI '.• f•.4(Y; )!! x. n .. EXPERT SHUTTER SERVICES INC. eNJnH !N Jal,Yelmlu aNxra.n v166 1 ENGINEERING COMPANY 1626 S.W.BILTMORE STREET 15-071 `; vno". rym)671-,5v o,:(JP5)671-,5J1 PORT ST.LUCIE.FL.34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS %'°F' `G�; ^°'"""°`°°°°''`°m PHONE:16007 749-9056,FN4(772)871-000 DRAWING N° �, EB-0006779 SCALE'.1/4•. 1- - ��/OS �i WALTER A TICCIT Jn PE 1iR F.E. p DATE FLORIDA li°.t 4416E 1 m SNCCI a or 2S ---_4 1/2" Min. E.D.-­3"---�-��4 1/2" Min. E.D.---FOR 3/8"0 CALK IN ANCHORS (4) 3/8"0 CALK-IN ANCHORS OR �-- ---3" Min. E.D.---- -3" Min E.D---L-FOR 1/4"0 SOLID SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR (4) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR t ---d" Min. E.D:--- -----4" Min. E.D:----^----FOR 3/6"0 KNK EILT TZ EXPANSION ANCHORS (4) ANCHORS PER 1 -} 1/B" Min. E.D.- !! t---} 1/8" Min. E.D.--=-FOR 5/16"o TAP(DN XL ANCHORS '/ (4) 5/16"0 TAPCON XL ANCHORS�1" .�1. STORM BAR CONNECTION, EDGE OF STAB: ! .EDGE OF SLAB 5/76"0 TA CON' .-SEE TABLE 2 ON SHEET 23 2 I 4'Min. EMBEDMENT T ! / T TOP & BOTTOM) IF APPLICABLE.? - I, IF APPLICAOLE / 1`L I (YP _ & 1"O.D.x0.060"GALV. j/' t.,l --O "J/I/� ,'•�' /.%i' %/i : /,% �''/ /_ STEEL WASHER® 24"o.c. •/ �,y .(-- ,O 4" Min. ( IupI - ' 1/- 2 O (D POURED CONCRETE- • IO' 2"x2".1/8"x0'-5" (6063-T6 A LLOY)POURED CONCRETE" --ALUMINUM ANCLE EA. SIDE W/1'c=3 Ksi) 5".min. (I'c=J Ksi) 5" min. z. HICK REQUIRED -5/16-a TAPCNS XL THICK REQUIRED (2) 1/4"0-14x3/4" ITW UILDEX Te'K W/2 1/4'Min. / � 1� \ SCREWS TO STORM BAR EMBEDMENT TOPY . BOTTOM) 1'0.0.x0 ' GALV 60 I STEEL WASHE ® II t SECTION S-S i 24'o.c. I i. 2— � � ! L–.-eox N4CIIINE SCRL'W FULLY EMSEDOED INTO MR:NOR ANCHOR Min. FOR _._ WIND ZONE_ —I___•,----- 1" Ir---T- > ____-f -3 II I I I DETAIL A t � ISII i 2" Min. FOR I I I t SEE STEP 3 ON SHEET 14 FOR SPECIAL N -_ _- I, L # I/4"0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE : I! II TREATMENT FOR WIND ZONES 1 TM U 3 ¢ 1/4"o x 3/4' SOLID-SET OR 3/8"o x 1 1/4'CALK-IN ANCHORS Z,1 4 II f _� N w 1'Min. FOR C - I RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME N _-- i WINO ZONE --+� I i STORM BARS ARE REMOVED. (SE E DET . a ).1-3 t DMIORu Min. I SEPARATION Tw (2) ANCHORS- PERIn GLASS , 11 ' yi STORM BAR CONNECTION,2Min. FOR SCHEDULESONI SEE TABLE 3 ON SHEET 23WIND ZONE BEYOND iSHEETS 15 & 16) m= 4 — _ I(Typ, TOP & BOTTOM) (2)3/8"0 CALK-1N ANCHORS OR = I DMIOR 2i In Min. \ �3 (2) 1/4.0 SOLID-SET ANCHORS OR x U1 II I I!Gi N I� SEPARATION TO I IJII -__ 1••If-___4,._{1f _� GLASS I;f�-N {�q�� (2)3/8"0 KWIK BOLT TZ EXPANSION N n' I I II O II(SEE SCHEDULES ON (-I(—CJ/ ANCHORS OR SHEETS 15 & 16) I!\ (2) 5/I6"0 TAPCON XL ANCHORS 1•• �O I !- -BEYOND Ex1sT1Nc--- , GLASS n I I I "O EXTERIOR EXISTING---zj ® '" I 1 ® - 2"x2"x 1/8"x0'-5" (6063-16 ALLOY) I ! 2" 0 ` ALUMINUM ANGLE EA. SIDE W/GLASS /4" - /4" ITW�UILD EX 7EK (11P.tOP BOOM ; (TYP.TOP/BOTTOM) SCREWS TO STORM BARK (Typ. TOP & BOTTOM) l o o ,j SECTION S1 -S1 (TYP.TOP BOTTOM) (TYP.TOP/BOTTOM) �4 ! II ! { �' 'MIN, EAS.•1' E.D. /. 1 7/2'x1 1/2"x0.062'xCOM. ALUM. ! � POURED CONCRETE' —__—_ — EO L Oqt� _ I{' ((ICK REQUIRED "0 TAP - / -(- O / ANGLE W/5/16"0 TAPCO14S XL W/ / %./, % // i TH U D 2 1/a'Min•EMBEDMENT '� 2 / MITT. EMBEDMENT 24 o.c. m,n. 4" I�' ' 1 EOCE OF SLAB] POURED CONCRETE-((•c••3 aq I I � � � LEDGE OF SLAB WALL MOUNTING IIIIIIHIuIgpFl IF APPLICABLE 5•min.THICK REO'D I I I IF APPLICABLE ��I ZX�/� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I___..4 1/2" Min. ED.---I I---4 1/2" Min. E.D. -I--FOR 3/8"0 CALK-111ANCHORS t/��� C2015 zols mrcco INCI----3" Min. E.D.- =-3" Min. E.D----L-FOR I/4'0 SOLID-SET ANCHORS ����:: �ENse Nautilus DR`RLDY: -4" Min. E.D.---- --4" Min. E.D.-- --FOR 3/8"0 Kt4IK BOL TZ EXPANSION ANCHORS '�'~' Rolling Shutter System 04/70Y16 -----} I/8' Min. E.D:--L3"--=-3 1/8" Min. E.D.---I--FOR 5/16"0 TAPQOfl XL ANCHORS C ;,. INC. DATE * TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ' eJs> J6In.51..50-w5.xnmaw w9n+5.n vlct 1626 S.W.81 TMORE STREET e". (>9s)en-I6m ..:nosmrl-un 1 5--071 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR K 7 SS 'I� _mon:6Rt49aa91.�om PORT ST.LUCIE, FL 34984 ••. EB-0006719 PHONE:(000)149-9056 1-(112)811-0990 DRAWING N.`� SECTIONS V WAILER A.TILU7 Jr PE, rt SCALE:3/16"= 1• FyJ�, • ZNP7UR ``�� FLORIDA Uc.B 44161 EAlll/llllllllllllll . I i --9-Min. E.D.- ----9" Min. E.D FOR (1) /4"0 KWIK BOLT TZ EXPANSION I ANCHORS'@ END AND INTERIOR MULLIONS -2^ - 1 1/2"- 1--3"--1 I-1 1/2" ©&© RIENTATIAND END - i•, 1 1' MULLIONS G O & C1 (ORIENTATION A 2) � ? i I FOR (2) 4"0 KWIK BOLT TZ EXPANSION - O t I 3" 9" Min. E.D. --g" Min. E.D.--- ANCHORS INTERIOR MULLION(a ------ , i I (ORIENTATI N (/2). �� EXTERIOR EDGE OF SLAB C'iwy " - I EDGE OF SLAB I , EXTERIOR IF APPLIW ILE 1 I I I ! IIF APPLICABLE 3x3x1/2x0-64'I:e`\\.•`\�`��•�\\ .I�\ I• Alum.ANGLE LEA)SIDE W/ `••\• ♦\•\ '. \•\ ♦ 3"x3^x1/2"x0'-4" (2) 3/4'0 T U BOLT$ POURED CONCRETE ; u � L (6061-T6 ALLOY) Alum. I TO MULLION GV& 1 1/2' _ AN LE EA. SIDE W/ (2) (1) 3/4.0 KWIK BOLT TZ -O---- (fb 3 ksi Min.)- II 3" {p} 3/4"0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR I t/1" 8"Min. THICK REO'D. T MU LLION& (1) 3/4"0 .-4 W/ 6"Min. EMBEDMENT u I KWIK BO TZ EXPANSION 1 1/2' TO POURED CONCRETE l--}' 3' u -EO.---I--EO. II ANCHOR Min, -4'-- * (Typ. TOP & BOTTOM) EMBEDMENT TO POURED � 6"--- CONCRETE - -- CONCRETE (Typ. TOP & BOTTOM) GLS"GAS SECTION X1-X1 W/ ALTERNATIVE SECTION X1-X1 1 W / Z'o Min. , (END & INTERIOR MULLION END & INTERIOR MULLION g IL-@OR n* ' G1 (W/ ORIENTATION # 1) W ORIENTATION 2 4"x6" II (6.'X4°) (4"X6") i I zN n ti .III i _4.-- I 1 1/2' 1 13"x3"xt/2"x0'-a' 2" 1 +1/2"— I 1-/- 2 2 5 (6061-T6 " ALLOY) _ EXTERIOR Alum. ANGLE EA. SIDE W/ O 9 I (2) 3/4'0 THRU BOLTS -O• 3" -�- I 3" -®- -O 3" p TO MULLION LL Z ® II ® (1) 3/4'0 KWIK BOLT TZ z o p EXPANSION ANCHOR - Nu, (�/$ pr I 1 (�/$ Qr W/ 6-Min. EMBEDMENT TO I 'f POURED CONCRETE (Typ. 4'";EXTERIOR I q EXTERIOR 00 R/8 or I, R/8 or TOP & BOTTOM) N R�8 ;; i R'/8 G 1 8^ EXTERIOR —� c W " I I/2- T", 2' v 9 r -Q- -O- O- I 1/2- 112, (IYP.i0P/BOl'fOM)1I ' I X1 - 1 1/2" i 3"x3^x1/2"W-8' (6061-T6 ALLOY) 3"x3"xt/2"xO'-8"(6061-T6 ALLOY) II L (TYP.TOP/BOTTOM) —_1. _ Num. ANGLE EA. SIDE W/ 2) 3/4'0 Alum. ANCLE EA. SIDE W/ 2) 3/4"0 u EO.-'F--EO. 1 1/2 THRU BOLTS TO MULLION�t`j& (1) THRU BOLTS TO MULLION�GT& (2) ' 22„�-J' 3/4"0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK EXPANSION ANCHOR 4V/ 6oLMin.Z EMBED ENT TO I; I- ANCHOR W/ 6• Min. EMBEDMENT TO POURED CONCRETE T T .Ill— II 1. 3" POURED CONCRETE (Typ. TOP & (YP OP & 1" SECTION X1-X1 W/ BOTTOM) BOTTOM) 11i POURED ONCRETE f //(f'c = 3 si Min.) (END & INTERIOR MULLION] END MULLION ONLY (INTERIOR MULLION ONLY) 8" Min.TICK REO.O. (w/ ORIENTATION 1) ALTERNATIVES SECTION X1-X1 W/ EDGE OF SLAB I L 1 .;! I EDGE OF SLAB (8 X4°) IF APPLICABLE I I IF APPLICABLE -- � ORIENTATION # 2) ------9" Min. E.D.-- -----g" Min. E.0 FAOR (2) 3/ 'm KWIK BOLT TZ E PANSION (4°%8��) ANCHORS ® INTERIOR MULLION • SIDE RAIL CA)AND BOX NOT SHOWN FOR CLARITY (ORIENTATION y2). �\ ----g" Min. E.D. -- -----9" Min. E.D.-- XPANSION ANCHOOR RS30 ENO KWIK AND INTERIORS MULLIONS •` 11NP 11- -L/;p 4 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&®(OF IENTATION #1 & #2)AND �. ENS 02015 TI-11 INC. oaAm4 Nr: END MULLIO ©(ORIENTATION #2) \C E ''��y N a u t i l u s F.R.L. FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G�OR Gf �4t6? = Rolling Shutter System 04/:0/15 SECTIONS W-1 �^ -� 1 L ECO mc. DAIS ' TILUT TESTING Q ENGINEERING COuPANY EXPERT SHUTTER SERVICES INC. —�(5 f15 �!wcnrp 40445 H��. l1» 104 1626 S.W. 64TMORE STREET 15-071 *:• �E4`� PORT ST.LUCIE,FL. 34964 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' A' tle04®0 lt °I.— PHONE.(800)749-9050.FAM:(112)871-0990 DRAWING N9 "•. FLW EB-0006719 WALTER A nLIR Y.P E. SCALE: 1/8"= 1" ,�A'°rFnl •L, "OR10A Lk.(4416] vIe/.. SHEET 10 0/26 111111111 . EDGE IF APPLICABLE, 2".MULLION DEPTHx)/8"Cont. � .-ALUM, TUBE (TOP & BOTTOM) W/ .,'\ \� 1/4"0.3/4"ITW BUILDE% TEK SCREWS 7 } 4'. 5/16"0 TAPCONS XL W/ 2 1/4' W/ I"O.D..0.060"GALVANIZED.STEEL MIN. E.D. 2 1/6` it Min. EMBEDMENT CB 24`o.c. ii WASHER 0 24"o.c. Min. E.D 1 1/2 '� ---j EDGE IF APPLICABLE- 1-.- \, EDGE IF APPLICABLE CONTINUOUS POURED -�\ I I 7 3/4`Min. E.D. \ 2•_ _ \ CONCRETE(tc=3 ksi Min.) to I i i 7 3/4" Min. E.D. 8" Min, THICK REQ'D. � T -� END CA I I-------� �,� � POURED CONCRETE - -- 7 3/4• I i. (Pc = 3 ksi Min.) ---.� � EXTEROR POURED CONCRETE - au'. Min. E.D. \`I ED. ED.-- I 8" Min. THICK REO'D. `.\ (Cc = 3 ksi Min. EXTERIOR 4,. \ --a"--I \\ 8" Min. THICK O \.\ I zN .I��\.\:`,.\' \. .\'`'`�\•\ I ICK RE 'D. o 3.a O OEXTERIOR ,-- ------ ; ----- ---- \ -L N GOR G 1— r--- I I z• \ z — - —: f-�- OG OR G 1 OR O 4 GT 7 3/4"Min. E.DL-` 2�\ Q/8 or Q/8 or 7 3/4,. rein. E.U. 1 \ I --- �. R 8 or i 4".4".3/8- 6061-T6 ALLOY R/8 Or n / -_ _- _ ( ) (6061-T6 ALLOY) 2v R'/8 R'/8 -Alum. ANGLE EA. SIDE. EDGE IF APPLICABLE-' Alum. ANGLE EA_ SIDE. o T!^ EDGE IF APPLICABLE 1 In ni;n.- I ,,_�(WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/(G)OR (G�* ALTERNATIVE SECTION X2-X2 W/(GOR (G�* ".' EXISTING S �i \.t�J ALSO INSTALLED TRAPPED MOUNTED PER SEC ION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) END & INTERIOR MULLION) v .. (W/ ORIENTATION #_ (W/ ORIENTATION # 2.) (4"x6" or 4"X8") Min. E.0 ,," 1 1/2'x1 1/2"0.062'xCONT. ALUM. (6X4 Of 8"%4') a 7 3/4•• i-- ---`� �4 ANGLE W/ 1/ "mx3/4" ITW BUILDEX sI 1.11N.1 E.D. I�TE�K SCREWS CW 24" o.c. TO TUBE. 1--- +------ b— -- T • SIDE RAIL(�NOT SHOWN FOR CLARITY •� I 7" CONTINUOUS POURED----_,. 1 CONCRETE(I'c=3 ksi Mn.) `' I 7 10 8"Min. THICK REQ'D. '\\ X2 (FLP.rOP/BOnoU) I 1 t/2" (-------"", (TYP.Top/60n M) . 7 3/4" 1 .4'.4".3/8"x0'-10•(6061-T ALLOY) Alum. ANGLE MIN. E.D. EO --EO- EA. SIDE W/ (2) 3/4"0 TH U BOLTS TO MULLION Illpl/llllllllllll/ - \ \ & (2) 3/4"0 KWIK BOLT T EXPANSION ANCHOR �,a�`'•�QR A. gli6 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) W/ 5" Mi, EMBEDMENT TO POURED CONCRETE WALL. (TYP TOP & BOTTO ). -Q' :• �,�CEAJS,'••.•ri�ii 02015 i1LTEC0 INC. a : EDGE IF APPLICABLE-' � � F Z Nautilus NO Rolling Shutter SysteWALL MOUNTING:MULLIONS n OR(G�POURED CONCRETE WALL a' — mur TESTING&ENCINEERINPEXPERT SHUTTER SERVICES SECTION W2 S •• T F`( esss Nw.re:n sl, o-wa.vnuui.w.oms,n.Jrlu 1626 S.W.BILndORE STREETI+b,:.:leoesil-uoo m.:(sos)en-mn Q-� PORI ST.LUCIE.FL.34984 END&INTERIOR WALL MOUNTED MULLION INSTAL TION - iK �ORIDP ED-0006719 PION!: (e00)749-99Dn6, e71-0990WALTER A TILUT Jr.P.E.'' E FLORIDA Uc.A 44167 .nau N U SCALE: 1/8 = 1' i Ear cw'I ••`� 111C1L111 _4"-� 9" Min. E.D.--- 9' Min. E.D. ANC(1 3/4'0 KWIK BOLT EXPANSION ANCHO S 69 END MULLION 3"x3"x1/2"x0'-4" 2-- ( " I --1 (ORIEN ATIONS #1 & Q2). (6061-T6 ALLOY) Alum. 1 tl/2" I ANGLE EA. SIDE W/ (2) —1 FOR ( 3/4"0 KWIK BOLT IO EXPANSION 3/4-0 THRU BOLTS TO .—i I� I-------9' Min. E.D.---I ( —9" Min. E.D.- ANCHCIS ® INTERIOR MULLION 1 IV2- C" ATION #2). MULLION EZ& (1) 3/4'0 KWIK BOd-TZ EXPANSION -� ANCHOR W 6'Min. EDGE OF SLAB I jT-, (EDGE OF 5 EMBEDMENT TO POURED j IF APPLICABLE IF APPUCA LE I I CONCRETE (Typ. TOP & I%; /;:•' ;'/'i vT�� 'ti�ni' iii %%,-i /f BOTTOM) 7- EXTERIOR C I.. f+ i POURED CONCRETE) n (Vc = 3 ksi Min.) „ 3- 8"� Min. THICK REO'D. u ' II I ii I I ®" 3' „ i i EXISTING---"'�� 2" 2" wl GLASS „ 4'— SECTION X3-X3 W/ G? L - Min. I on (END MULLION ONLY) ! EXTERIOR1`7 —a' 1 1/2' L/ ORIENTATION 1) 1 1/2" 1 1/2" +`4., (7••x4"•) z N u I 3„ ---�. o Q'/8 —�- Z -�- - / a" EXTERIOR EXTERIOR _j 0. 2 w n q- 1 1/2' - - ------ -- w 112 m ® n -3 1/2.T3 I/2„- X3 X3 t (M.TOP/BOTrOM)1i _ (1YP.TOP/BOTTOM) Z3"x3"xt/2'x0'-7"(6061-T6 ALLOY) _3'x3"xl/2'x0•-7' (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W162) 3/4"0 Alum, ANGLE EA. SIDE W/-(2) 3/4"0 n THRU BOLTS TO MULLION & THRU BOLTS TO MULLION ?& n T POURED C NCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION II _ __ I ; ••-(YC o 3 9i Min.) ANCHOR W/ 6- Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO u -�� B" Min. TH CK REO'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & i; BOTTOM) eorroM) (END MULLION ONY) INTERIOR MULLION ONLY EDGE OF SLAB LEDGE OF SUB ALTERNATIVE SECTIONS X3-X3 W/ * IF APPUCABLE4 1.IJ la G?IF APPLICABLE -(W/ ORIENTATION # 2) ' j FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X7") F•-------9' Min. E.D,------j ----9" Min. E.D.--- --ANCHOR ® INTERIOR MULLION® • SIDE RAIL D AND BOX NOT SHOWN FOR ON I-----9" Min. E.D----- ----9' Min. E.D.— FORIE(I) I/4"02KWIK BOLT T EXPANSION `��.0%%j,ik IA�I T!(��1.,,� CLARITY. ANCHORS 0 END MULLION �'•' ✓t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENT A IONS #1 & #2). ` •• 02015 TILTECO INC. * Ncutilus ORawN er: •� � F.P.L. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? = No.44167 �: _ Rolling Shutter System oaylo7ls SECTION W-3 = -�T IL ECO INC. DATE -'� A • TILLIT TESTING 6 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Tom( ••[(f c]se nw.]uw 51,61. !,vwcua}Cwm�s.rt.1. 1626 S.W.BILTMORE STREET 1 �L V •• Qx •. `�� Pn4n.•pos)s71-11w. a.:(l9])e7l-IS]I PORT ST.LUCIE.FL.34984 5--�71 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATI N ' %Fs+ •...... G�� `-m`EEI-0006719"� MWNE.(600)749-9056,f-(772)871-0990 DRAWING No B'= 7' p WALTER A.TILUT Jr,P.E. SCALE: 1/8" P,E. Sf1A/T E FLORIDA Lie./44167 Vau SN[Ci f2 Of 26 111111 1 I EDGE IF APPLICABLE 2"xMULL10N DEPTH.1/8" Cont r ,\\\`\� ,\ \ \\ 7ALUM, TUBE (TOP & BOTTOM) W/ \ ,`•,\`,, ,_1/4"0.3/4"ITW BUILDEX TEK SCREWS \ 5/16"0 TAPCONS XL W/ 2 1/4' W/ 1"O.D..0.060"GALVANIZED STEEL I 2 1/6" ,Min. EMBEDMENT 0 24"o.c. ,.� WASHER 0 24"o.c. 7 3/4- Min. E.D MIN. E.D. — i>__. EDGE IF APPLICABLE-, 1" I 1/y.. I 7 3/4" Min. E.D. 4.. CONTINUOUS POURED--1 Z• i 7" CONCRETE(f'c=3 ksi Min.) )0 I \ _ I --_ I POURED CONCRETE 8"Min. THICK REO'D. I ( (tic = 3 ksi Min.) I I �• 8" Min. THICK REO'D. 4" EXTERIQR END CAF a7 3 E4- NOTCH WEB ''\` - ��\ 2" (TYP. TOP/BOTTOM)\ -_I ----' --� 4' .4"_.. L \\ I 7 3/4"Min. E.O. \�\ \4"x4'x3/8' (6061-T6 ALLOY) 'n Min. Alum. ANGLE EA. SIDE. '! I (WALL MOUNTED SHOWN, MAY BE ---- — �1 F EXISTING`- ' ALSO INSTALLED TRAPPED MOUNTED j w culls ';i I EDGE IF APPLICABLE SECTION 0'-0' ON SHEET 8J oN <o G2 i EXTERIOR SECTION X4-X4 W/ G2 Z ® ® (END & INTERIOR MULLION) ow (W/ ORIENTATION# 2) N Q•/g (4"x7") 1 Min. E.D \ ( 1 1/2"x) 1/2"0.062"xCONT. ALUM,. [� SIDE RAIL(q)NOT NOT SHOWN FOR CLARITY a 7 3/4- ---- I,- ANGLE W/ 1/ "0x3/4" ITW BUILDEX MIN. E.D. TEK SCREWS Q 24" o.c. TO TUBE: j- CONTINUOUS `POURED CONCRETE(I'c=3 ksi Mn.) `' � 1 D" , 8"Min. THICK REQ'O. I X4 �.I----i— -__. � -QQ----r X4 (TYF'.TOP/BOTTOM) 1 1/2• (Ty"Tor/Bono) 7 3/4" MIN. E.D. \ -ED I_EO-\EA. SIDE W/ (2) 3/4'01 TH U BOLTS-TE ALLOY) ATOnMULLION `````AAN4NH�t9ltttTEr' '\'•,\`\\•. \ '\`•� & (2) 3/4"0 KWIK BOLT T EXPANSION ANCHOR �' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` W/ 5" Min. EMBEDMENT 70 POURED CONCRETE _ �,� SSC`••,.• 02016 TILTEco INC. N l.1 U I I U S DRAt NLBT- EDGE IF APPLICABLE WALL. TYP. TOP & BOTTOM. `` No.44167 '' z r ' �L E C 0 INc. Rollin Shutter System WALL MOUNTING:MULLION �2 '� 4167 ; 9oylo�Is _ POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. DATE - ,o TILLIT TESTING 4 ENCINECRINO COMPANY SECTION W-4 ? Y/ Q 6.v nw.aqn A.s,.,wa,wcM uvm 9,n Ja,°6 1626 S.W.BILTMORE STREET �. •[(r Pnw:cwjan-Ivo.ra.:fJos)ew-mL PORT ST.LU CIE.FL.34984 I5-071 END&INTERIOR WALL MOUNTED MULLION INSTAL ION -.,,�F•.� RIOP,.•��a`� °TO ES-0006719 COT PONE•NOW 749-99056,FM(772)67l- 90 TERDRAWING No A.TILLIT Jr P.E. SCALE: 1/8"= 1" P.E. r FLORIDA U,.R 44167 - 4na'e SHEET 13 or 26 I i . 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.f.)FOR THE:OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#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 Ic ON SHEET 15. IT SHALL'BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25 826 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU If TO PROCEED WITH SPACING(MAX.,12',8'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G1.@.C2 8 iG'J),MULLION TYPE 8 -` • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 10,10A,11,11A.12,12A.13 8 13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUC ING ANCHOR TYPE,THE TOP 8 BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR%"LL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE LNwx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS 8 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 Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb 8 Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR 71PE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING 8 SLAT SPAN AND OBTAIN IV AXIMUM 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 ANCH DR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS ORS ORM BARS 8 MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A 8 D)OR REMOVABLE(ANCHORS B 8 C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. 8 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 24,26 8 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 7'),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF 1 LATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN('G),C1,(G'2 8 IG3). MULLION TYPE 8 MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,1OA,11,11A,12,12A,13 8 13A FOR MULLION CONNECTION DETAILS AT TOP 8 ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING, RAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE YPE(�, 8 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURERATING AND STORM BAR FOR A GIVEN MULLION T SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP 8 BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS PE LEGEND FOR VARIOUS " PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A 8 D)OR REMOVABLE(ANCHORS B 8 C) STRUCTURES.SEE SHEETS 20 8 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS 8 A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. ' `` GQ llslllllb/�,�1 •• �� pA A,r►( ri ��'� r• FLORIDA BUILDING//CCyODE"(((Non High Velocity Hurricane Zone) =��� ��C• S(c ' 0 2015 TILTECO INC. N L1 U l I I U S DRAWN BT: ,T,, Rolling Shutter System 04/10/15 ■.` ECOmc. DATE A' -;c= TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. S- (( Ff e:v N•xu si,v.1IM was,n 31111 1626 S.W.BILTMORE STREET 15-071 (xis)en-1v9.r1.:Isoslen-1sn FLORIQPa� e-moii:lillaco®aol.com PORT ST.LUCIE,FL J49B4 DRAWING No �i� �••'•.,nA -0990 WALTER A.ilLllT'Jr.P.E. rt P.E�• .WJW E rLORIDA Ua.P 44167 worse sNEct 1+OF26 3 SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"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 .qTnPM PARR CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NErATNE A.S.D. LOAD r _-10 ..PC-^•__ - -a. USE MAXIMUM POSITIVE A.&D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR S)i�.o TAPCON:XLANGHOR_"�_ 5x16"ra TAPCON XL ANCHOR POURED CONCRETE To POUREO.CG�CRetc> =--. TO GROUT FILLED CELL CONCRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX.' (FT) 'LMAX.' (FT) 'LMA)(.' (FT) MEASURED TO BACK OF SLAT(in) DESIGN -RESSURI WALL TRAPPED Bunn-OUT Bunn-our WALL TRAPPED BUILD-our JIUILD-OUT Wal TRIPPED BUILD-our e61LD_OUr W/O STORM BARS W STORM BARS RATING MOUNT MOUNT yQUNf MOUNT W/E© MOUNT MOUNT MRUNT MOUNT W/E© MOUNT MOUNT u Nr Yf,( MOUNT W/E© / SEE NOTES# SEE NOTES# 1 SEE NOTES# SEE NOTES#'� SSEE N07M SEE NOTES* (Psf) FE NOTES# 1 2 SEE NOTES# SEE NOTES# SEE NOTES# 1 dI�7. 5���# ND 1-3 ZON 4 1-3 WIND ZONE IND ZON WIND 2ONE SEE NOI6# # _30.0 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' 6" 7- 35.0 20'-0' 15'-3" 20'-0' 18'-0"_ 20'-0' 15'-0" 19'-O" 16'-3" _ 20'-O•_ 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" 1T-4" 14'-10" _ 18'-11' 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" 1T-4" 14'-2" 13'-9" 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'-0"-_-1" 14 1/2^ 6' _55.0 20'-D'* 14'-8" 15'-8' 13'-4" 17'-9" 12'-4" 13'-11' 12'-1' 15'_0• 12'_4•---12•-0" 10'-6' -1" 14 1/2" _ 6' -T- 60.0 19'-5' 13_-9__ 14'-9' __12'-7- I6:-9=_11'-8" 13'-2' 11'-5" -14'-2'! 11'-6"__.-11'-4• 10'-0' 1' 14 1/2' 6' 7' _--__ _ 65.0 __18J4_._._12'-11 13,-111111'-1115'-9' _11' 0'___ 12'-5" 10'_11 13-4" ._11-0" 10'-10' 9'-6" 1' 14' _ 70.0 1T-a" 12'-1' 13'-3' 1I'-_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--T-�-12'-7'--10'-10" 14'-3' -10'-0'- 11'-4" - 9'-11' _ 12'-0^ 10'-0• W-10' 8'-10' --1' 13 1/2^ 6" --T-- 80.0 15'-9" 11'-0' 12'-0' 10'-5" 13'-7" 9'-5" 10'-10' 9'-7' 11'-7' 9'-5" 9'-3- 8'-6" 1' 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" _ t3• 6^ 7- _9_0.0 14'-2_- 10'-1" _ 1V-2' 9'-8- -12'-6' 8'-10" --10'-1• 8'-11' 10'-9' W-10" --8'-10 6'-0" 1'-- 121/2• - 6•-- -7• _95.0 13'_-5"' - 9•_8- 10•-9- _9'-4" 12'-O• 8,-5" 9,-9 8,-7" 10,-4" B,-5•- 8•-6• 7•_9" --- 12 1/2" - 6' 7" -_ -8" _ 8'-4" g._5• ._ 8'-4' _10-0" - 8'-4' W-3' -_-T-6"--1- 12" _ C - 7' 12'-2 9'-0' 10'-1- 8-9" - 11'-3" 87 0' _--9'-2'--�8'-2" -9'-8" 8'-0"_- 8'-0- ___105.0 11 1/2" 6" 7'_ __.-__ _ ___..__..___.__.__._-____.__._-.. _._ ._____.__ _110.0 11'-7" B'-8' 9'-9" 8'-6" 10'-11' 7'-10" 8'-10" __7'-1t' 9'-3" 7'-10"_ 7'-9"_ 7'-2" 1" 7_11/2" 6• 7' 115.0 _11--1- 8'-5__9'-6'- 8'-4 10'-7-i 7'-8' -8'-8' 7'-8" 9'-0" 7'-8" 7'-8^ 7'-0" 1' 120.0 10'-8' 8'-I' 9'-3' -B'-2' 10'-3" 7'-5" B'-5" 7'-6" 8'-11" 7'-5" 7'-: 6'-10" 1' 11' 6•-- _7•__ 125.0 10'-2' 7'-9" 9'-0' 7'-11" __10-0"-_ T-2' - 8'-2' 7'-4' 8,-8" 7,-2" - 7,-3" 8'-8" 1' -_ 11• _ 6'.-- 7• 130.0 _91-10' 7'-6" _.._8._g-- -g" __-10'-O" __g.-g. -0. 8,-0.-._ V-2" 8.-5-__-7,-0' 7'_2- 61-6.. - 1"_ 10 1/2• 6'- 7• 135.0 9'-5" 7'-2' 8-6- 7'-7' - 9'-B' -W-10" 7'-10" 7'_1" - 8-z• ___6'-10' _-..7'-0" 6-5=-__,_ 101/2•_ 6• 7_ 8'-4'..__ 7'-5" B'-1" _ - 7'_8- 6'_71•- 8,_0---_ 6,-10-__6,_4�. -�_-___ 10 1/2• -6_- 7_ 145.0 8'-10" - 8'-2" 7'-3' 8'-10' - 7'-6' - 7'-10' - - - 1' 10' 6" 7' _ _____`-__ _.__ -__-�.__-_ 150.0 8'-6' - 8'-0" 7'-2 8'_6• _ 7•_q• _ 7•_g• _ _ - 1" 10' 6" 7' 155.0 _8-3 7'-f0_ 7'-0' 8'-3' - 7'-2' - 7'-7" 160.0 8•_O' _ 7_8. 6_�O. _. 8._0. _ - - 7,-7. �_5_ --- __- 1' _ lo- -6- 7" * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT ``,1151NP 1T�)NEr r� , AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT N r SPAN AND A.S.D. DESIGN PRESSURE RATING. I� �P,,,,,CC/ 1� r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ,`�y>; •��V ENSR'•. G 2015 TILTEE°INC. N Q u t i I U S oR7mN01 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16'® TAPCON XL ANCHOR, INTO = N0.44167 * F.R.L. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR _ Shutter System Rolling OA/10/15 WITH 1/a"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR I t WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. �{ TICCIT resrlNc t ENGINECRING COMPANY EXPERT SHUTTERSERVICES INC. Z^Q'._7�J,yA �'-�'�` eav Gnm�rl(sOfjlii�I5X1`tftO"W(xir'"05>ei%l5it�"ee 1626 S,W.BILiMORC STREET 15-071 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE S��tp'•.• Ft0 IDP <-mc;l:rII�<oAaoL<om PORI 51.LUCIE,R. 34904 pRAWINO No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. �. F , • \ ��� EB-0006719 Pna"E:(RW}749-9056.FM:(772)871-90 Wa,1CR A TILLIT Jr.PE P.E'!/f r•/0"',V 5,(A�`E FLORIDA Ltc. 4 167 .n"/n r SNEET IS or 26 i MAX.ANCHOR'S SPACING SCHEDULE Va 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 Mk'('A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7'T > 7'-g > g'-12't > 12'-16't > 16'-20't 1ANGE(P. f' :s'30.0 9,. 9" 9. 9., 9" 9" >41-60 9" -- 9" -- - 9" 9" - 9" —9„ —7' — - 5 5/8N_ >61-00 g^— g^ — g^----- g" ---B" 8^ 5 5/8" - -5 5/8--. SLAT_ t MOTE: >et-10s 9" g^ g" g^ g^ 6 t/2" 5 5/8" —_ SPAN MAX. SLAT SPAN FOR A -------.. -.. -.-..--------_.._._..- "..-----`---------- _ - ----.--- GIVEN A.S.D. DESIGN >106-120 9" g" g" 9" �� PRESSURE RATING SHALL >121-140 g" g" 9" 8" 7" 6" ------ -- --- NEVER EXCEED MAX. SLAT >141-160 --s"----— s"-- - s" - ---— i'-------�' —----------- - SLAT SPAN DEFINITION - PERFORMANCE cl ON ori TRAPPED MOUNT SHEET 15. A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-g'1 > g'-12't > 12'-16't > 16'-20't RANGE(P.e. s 30.0 9" 9• 9. 9" 9.. 9.. >31-40- ----9" -- 9" -- 9„ -- '-9„ ------9„ 9"---9------ >41-6o 9. 9.. 9" 9.1 9.. 9„ 7 1/2„ - >61-80 9. 9" 9" 9" 9" 281-105 g" g' 9" - g" t >106-,20 9" 8 1/2"— 8" - -- - - >72 --140 9" g" 9" 7" - - - >ta1-t6o 9" g" 9" 6" BUILD-OUT MOUNT MAX.AS 0. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't r� > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RATINGGE(p.s.Q E ® �'V ® V ® EO Q EE® E E E© E EE E E E s 30.0 9" 9„ 9" 9. 9" 9" 9. 9. 9" 9" 9" 9" 9. 9" 9. 9„ 9• 9.1 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. 9.. 7" 7" 6„ 5 5/8" 5 5/8" 5 5/11 >41-60 --9-----9 9"-- ----9-- ---9" ----9"- 9"----9-- 9---9" --- 9_- 9"- 9„ 9" 9" 7 1/2" 7 1/2" 6" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8- - >61-80 1. g" 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" - - - - >81-105 9" 9" g" 9" 9" 9" 9" 9^ 9" 8" a" 6 1/2"6 3/4" 6 3/4" 5 5/8" 5 5/8" 5 5/8" 5 5/8 - - - - - 8" 8" —8" 8 1/2,- - 6. S 5/8" 5 5-/8" 5 -5/8" -- 9" >,z,- o ss'129>,06 9 9 s' 9' 1/2" es 5/8"15 s/a" s s/e' >141-160 5/816 -- -- - - - —_- - - 9. 9" 8. 8" 6" 7" 7" 5 8 6 3/4" 6 3/4"s 5/e 5 5/8' 5 5/8" — ---- ---- ----- -- ---------- ♦````"IIIA�T1111 FLORIDA 13UILDING CODE (Non High Velocity Hurricane Zone) �+?�P.'••••••••••FC•• ✓ � 02015 TIECO INC. DRAWN 9 Y:^ Qu}IIuSV\CENr.R.L. % Rolling Shutter System G4/10/15 I L ECO i N C. DATE *:- _ r*' TILLIT TCSTINCh ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. sl..sN.Jos,va0ru 4wrols,In v.fie 1626 S.W.BILTMORE STREET 1 5-07 1 'O"•—�STftl G 6 �` vmi,.a(ios7a]I-Isw. e. (Jos)e]i-ts)1 PORT ST.LUCIE.FL. 31984 moil'till6c001ol.cam —E.(1108)]•9-9056.FAX.(]]2)81I-MW DRAWING No 1 EB-0006]19 mrt WALTER 0. R TILIJr.P.E. (.t��• �p1p FLORIDA Lic.[11167 •no/u � SNCEt 16 0!:6 -VS /IIIIIIIIIIIIIIN� MAX.ANCHOR'S SPACING SCHEDULE Vlb 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 WALIL MENNr MCCULIM SLAT SPAN RANGE DESIGN PRESSURE RATDIG 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9' > 9'-12't > 12'-16't > 16'-20't RANGE(pal) s 30.0 8- g^ g^ g•• g^ g" 7 1/2" 5 1/2" >3t-no 8" 8" 8" 8" 8" 8.1 6" 4.. >41-60---- 8" -- 8" --- 8---- -8" --8� 6" - 4" -- 3 3/4" -- t N=. >s1-eo 8" 8" 8" 8" 7" _ 4 1/2" _3 3/4" - SST MAX. SLAT SPAN FOR A >81-105 - 8" g" -- g"-- 6 1/2••---- 5" 3 3/4" 3 3 4" -------- ----- ------ - - ---- -- / -SPAN GIVEN A.S.D. DESIGN LOAD >106-120 g^ g' g^ 5_1/2" 4 1/2" 3 3/4" - - --�� SLAT SPSHALL AN R EXCEED ED M ---gam--------`7 1/2"_._ 6""..---- 4 1/2"--_....._4_.- 3 3/4., ONON >1z1-tao - -__ - - _-_ - _ SLAT PERFORMANCE CHART >141-160 B" 6" 5" 4" 4" - ON SHEET 15. SLAT SPAN DEFINITION TRAREF-M-M- 0644.,O NTa MkG"W0 SLAT SPAN RANGE ASD. DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't R RANGE(psf) s 30.0 6" 6" 6" 6" 6" 6" 6" 5 1/2" >31-40 1. 6..6" 6" 6" 6, 5 1/2" 4 1/2" -------- ----'----------------- >a1-60 6,. 6" 6., 6" 6„ 5 1/2' - 4" ---'4, >61-80 6" 6` 6" 6" 6" 4" >81-105- 6.. - 6--—--6"——— 6 —4 3/4" 3 3/4" 3 3/4- >106-120 /4">106-120 — 6^ --- 6"--- 6.. ----5-- 4., 3 3/4- >121:-1 /4">T21-1ao 6" 6" 5 3/4" 4" 3 3/4" 3 3/4" 160 B-6" 6" 5" 3 3/4" 3 3/4" - BUILD-OUT MOUNT 1AMMU0 SLAT SPAN RANGE DESIGN PRESSURE 0'-4'1' > 4•-5't > 5'-6't > 6'-T 1 > T-9't > 9'-12't > 12'-16't > 16'-20't � RANGEE((p,l) CE) CE� E (E) (E) E E C� EE E EE E� E E E E E E E E E lC� s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6 6" 6" 6` 6" 6_- 6" -6" 6" 6_ 5 i/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"--6" 6— 6" 6_ 6" 5" 4" 4" 3 3/4' 3 3/4" 3 3/4" 3 3/4' >at-so 6" 6" 6" .___6' 6" 6" 6' 6" 6" 6"--_-6_'_ 6.1. -6 ---'6 4" 4" 3 3/4" 3 3/4` 3 3/4" 3 3/4" - - - ---1______—------- " ._.------------ - ------------ >81-80 6 ---6----6—_ 6 6 --6"_ 6" 6" 5 1/2" 6" 6„ 5" 5" 5" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" --- -- ------ --- >81-105 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- > /4" _ >106-120 6" 6' 6" 6" 6` 5 1/2 5 3/4" 5 3/4" 4 1/2" 4 1/2" 4 1/2" 3 3/4 —33/4- 3 3/4" 3 3/4" _ >t2t-ta0 6" 6" 6" 5" 5" 4" 4 3/4' 4 3/4" 3 3/4 4 1 2' 4 12 3_3/4"3 3/4" 3 3/4" -- >1a1-16o 6" 6" 5" 4 1/2" 4 1/2" 3 3/4 4" 4" - 4" 3 3/4'' ---------- \\IpNNuulnu//p,, - FLORIDA BUILDING BUILDINGCODE (Non High V elocity Hurricane Zone) .\C•" 0 201 nLTEco INC. lIIU DMN BT:ENF.R.L.auS `• .-_��.T Rolling Shutter System w/10/15 O- --*' 'L E C O 1", EXPERT SHUTTER SERVICES INC, TILUT TEoATE ✓� . STING 8 ENGINEERING COMPANY �`I as65 na.9a1^r.,n^..IDs,vuCau weotns.rt ulaa 1626 SW BILTMORE ST * t I'rw^.:Isaslen-um .. pos)eN-nn REET 15-071 STATE 4 a-awa:6naooaopl a9m PORI ST.LUCIE.!L.34981 `� A•'• Q �•�z EB-0006)19 PH001 ONE:(8 119-9086.rA% ()12)811-0990 DRAWING No 1YALORI Lit. A.i .I,.P.E. FLORIDA DA <.d 44167 - u:o/n 511ECi 1)0126 i CCC r /////IIIIIIIIItINII\\ ' MAX.ANCHOR'S SP CING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING PE W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A. D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX.A.S.D. SLAT SPAN RANG DESIGN PRESSURE 0'-4-t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.e.l.) S 30.0 8" 8" 8" e" 8" 6" 6• 4 1/2" >31-40 8" 8" 8` 8" 8` 7" _4 1/2"_ _ >41-60 8" - 8"-- 8„ 8" - 8" 4 1/2" .-- t NOTE: >61-60 8" 8"-- 7 1/2' 7" 5 1/2 - - - MAX. SLAT SPAN FOR A >et-tos a B" - 7 1%2" ---- 5" '-- a"---- -- -- - --- r-S AN ~SLAT GIVEN A.S.D. DESIGN --------- --------7 -.------ - --- - _ PRESSURE RATING SHALL >106-120 8" - 1/2 ^ - ---6---------4„--------- ------------- _--- C�� NEVER EXCEED MAX. SLAT >121-140 -e" 6" 5" - - - - SPAN INDICATED ON SLAT >141-160-77^ - 5" _-- 4" -------_ -- --- ------- PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX.A.S.D. SLAT SPAN RANG DESIGN PRESSURERATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9' f > 9'-12't > 12'-16't > 16'-20't RANGE(p...1.) s 30.0 6" 6" 6" 6" 6" 6" 6" - >31-40 6" 6" 6" 6" 6" 6" 4 1/2" - >at-60 _ 6"—---6„"— 6" -- -6- .- -._6•. _-41/2 -- --- -- >61-60 ---6. --8` -- 61. -- 6„ 5. '- 4 1/2” -- - -- _ >81-105 _- 6""------ 6" __ 6" 4 1/2 4 1/2' - ----- - - - >106-120 --6" 6" 5 1/2" 4" 4 1/2 - - - >121-I40 --6,------ 5„---- 4 1/2.. - 3 3/M1. - - - - - - -------- >1 a 7-160 1 6” 1- 5" -- 4. -_ - ------ - --- ---_-.- BUILD-OUT MOUNT MAX•A.s.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6' > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'f RANCEn(p..e1•) Q E Ej Co �E E CE E CE) E� E E E E E E s 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" - >J1-ao 6" 6" 6` 6" 6" 6" 6" 6" _ 6" _--6" 6" _ 6 -6----6� 6" 5 1/2` 5"- _ - ---"--- -- --------------- __ --------- >4 t-60 61. 6" 6" 6" 6•.- 6= 5 1/2" 5 1/2" 6„ 6" 61. 6` 6" 5 1/2- 4 1/2',---- --.-------------3�3/4- -80_ s" _ 6" _ 6" 6" 6" 5 1/2" 5 1/2 5 1/2" 4 1/2" 5" _ 5" 4" 4" g 3/4- >61 - >e1-105 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 1/2 3 3/4" 3 3/4"- -- - -- - _- _—_--- -- - --- >1D6-120 6" s' s' 5 1/2" 61%2" 4 1/2 4i%2` 4 1/2" 3/4' ---- --- --- ---_ - - _ --__-- 3 - >121-140 6" 6" 5 1/2" 4 __-n" __-_- -3/M1" 3 3/4" >141-160 5" 5" 4" �4A,`11111L~1IT1 � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •' \v ENS(,`''•.•. C2015 TILTECO INC NautilusF.R.L. Rolling Shutter System 04/10/15 IL E C®INc. DATE *d� �i✓�FZ TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Z �C'fll'( eJv nr.Sxn a Jos,s+nww.uroD.s.n asl ca 1626 S.W.SILTMORE STREET 15-071 1/�j s.• JP^ L(/` pnm•:(.tosleil-IS.sO.re.:OoaU]I-IS]I PORT ST.LUCIE.PL.34994 ����G ••.F(ORI�P. ����` a-mo Ee-0006719.<om p„ONE:(8001 M9-�SJG rA1:(]]21 e71-0990 DRAWING No /1�y�is1 C `� WAEIER A TILLIT Jr P.E. 'T EJ FLORIDA Ue.1 44167 v:ons m sa[[T Ia or a 1Y �' 1 SCHEDULE VC: Vx FORCES Lb/FT &Vy FORCES (Lb/=T ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDI14GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421_ 135 594 180 999 240 1390 300 >31—40 10 80 10 100 386 120 440 140_ 398_ 180__823 240 1328 _320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 261-80 10 160 616 200 767_ 240 796 280 1007 360 1695 480_ 2422 600 2547 ---596.— >81— 96>81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — >141-160 781 1 320 1186 1 400 1322 1 480 1 1873 560 1740 640 — — — — — SLAT t---SPAIV 7 EO] *NOTE: SLAT SPAN DEFINITION IT SHALL 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 UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS, SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy SIDE RAIL.,,- VX Vy IPFITILL/lr'''�, FLORIDA BUILDING CODE (Non fiigh Velocity Hurricane Zone) Q`_.•' �ENSF•'••.: ''-; 02015 TILTCCO INC. NaU lTl I I U S D—BT' �\ r.R.L. Rolling Shutter System u,ilD�l = N- _ T- J I!. E C O INc. DATE ,*:. J I TILLIT TESTING Y EHGINCCAING COMPANY EXPERT SHUTTER SERVICES INC. // 1626 S.W.BILTMORE STREET ✓�Spos>e)I-�!)I •6e 15-U 17 n P •` o-moll Wt-000I.com PORI 51,LUCIE.R.J499J -iA�•''• FL0 FI`0•••'��`�` EB-0006)19 PNDF:(BOD))9-9G39.IAa:(T):1 tlT1-0990 DRAWING No WAITER A.TPLUT Jr,P.E. o.n r>(•(•y'y'pTyl A&sutTE FLORIDA Lic.(6416] •)IyI> n+ SHEET 19 or 26 l� _SLAT PERFORMANCE CHART Ibl & ICI: (ONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART 11b I & TIC 1:(ONLY VALID FOR 1/412M MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(D.S.t) SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RA71NG(p s.O AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM AS D.DESIGN PRESSURE RATING(D.O AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'X4"STUDS INSTALLATIONS W!O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib I USE T/Ibl CHART IC 1 CHART IIB 1 USE w� CHART LIC 1 �M"n"L V��SNE O NEG9 E ASD•WAD MUM PM OIS AM ILA7L SLAT SPAN IM SLAT REQUIRED MRL SEPARATION USE MAGNUM vNBE BE1tEDi Pa611NE IIA IETAM1E A.S.D.LOAD USE 1MIDII.Y VALUE BED1mi POSRME NO IEGIBM ASD.LOAD YWYW SPAN TO CLASS INSURED TO USE MAXIMUM P17SIIIVE A.S.D. U6E MA1m)uM POSITIVE ASD. ASD. 'LAM'(it) Lux•(FT) BUX of SLAC a 5116"0 TAPCON XL ANCHOR WOOD GRADE DESIGN MIN. SLAT LOAD VALUE 5116"0 TAPCON XL ANCHOR MIN. SLAT LOAD VALUE WALL BUnD-DLII LAALD-O W 0 STORM[TARS YA>QuuM fl LAT SPAN Viµ• RECURFD MN.SEPARATIDN ro MAXIMUM REQUIRED MAX.SLAT SPAN 'I.AIAN, RATING) 1Lotn(I Mou�I[w X N'R+D 2ONEs wlrro zoNE ASD. x.'(fl) (Ft) M6URm ro flACK OF SLAT is ASD. REQUIRED MRI.SEPARATION TO GLASS sat 11ma IOIa O 'LAwc.' (I1) (ft) MESLIRm ro BAa(of sur(m) DESIGN DESIGN SOUTHERN PINE I2(G=0.55) 60. 4'-5' 4'-5" PRESSURE WALLD-o01 UJILD-our CULL Tlwrm W 0 STORM BARS RE WALL BU LD-our 6vun-OUT WALL ncwlm W/O STORM BARS RATING MOUNTQ w/ w/ •I!qBa"T•fDX'0� RATING MOUNT M w/ IIOII�w/ A Du U,-Ou1 DOUGLAS-FIR-SOUTH(G=0.46) 60 4'-5-..a-5-..-. 0'-0' (pe) � Via® V8H0 ZONE$ WIND ZONE (pe) L�iman WIND ZONES WAND ZONE --- ---- (saM.rlaona) (SEE NOT13 e) MomA 1-3 4 (8¢Nala e) (sME Me]laa) (sa.tlTa e) �'-� 1_3 4 PRUCE PINE-FIR-SITH(G=0.36 60 4'-5'� 4'-5" 30.0• t0'-0 '-0' 10'-0" e'-1' t" 8 1/2" .0• e'-3" e'-3' ee3' 7'-7"35.0•• 10'-0 '-0' 10'-0' 9' 1' 8 t 2' 0•• T-9" T-9" T- T--o" o'-o' r-s" r e I/z" o•• ]'-7 -7 _� 7_o B ,/e-- - ------L81 —— 7 —- 4s.o»• o-o' '-0"- 10'--0" _ 7'-2' _ 1' .0••• 7'-4 T-4" 7'-4' 6'-9' B 1/e' Yn50.0••• 0 -0" 10'-0" T-0' —1' = %-••�T-3= 7'-3" 7'_3—__6._6J___—_18 1/8__ ///..,:/j Y�550••• f0'-0" -0" t0'-0• 6•-9' --...� _ ' 0••• 7'-3 7'-3' 7'-3' 6'-4" 1' 8 1/8' /��//10'-0" -0' f0'-0' 6'-9" 1" " 610.0'•• 7'-3' 7'-3" T-3' 6'-2' 1' 8 1 e' t----•-------------- --------{ - 1 SLAT PERFORMANCE CHART ILII: (ONLY VALID FOR 1/6"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) = FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(PSD AND SHUTTER MOUNT CONDITION FOR INSTALLATIONS FOR A GIVEN A.S.D.DESIGN LOAD(ps.0.SHUTTER MOUNT CONDITION INCLUDING WO STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW i •Y z CHART IIIbI USE CHART IIICI 'i 0 3 SLAT SPAN DEFINITION 5/16"e TAPCON XL ANCHOR USE MAW W VALUE BEMIN POHINE NO NMUK ASA ION USE MAXIMUM POSITIVE AS.D. USEMNOMUM VALUE BETWEEN POSITIVE USE EIWWY `1 a 5/16"0 TAPCON XL ANCHOR MIN. SLAT IIIAD VA<UE AND NEGATIVE ASA•LOAD A.S.D.LOAD VALUE •i SPAN MAX SLAT I4IN.SLAT MOL ytPwww :tipDmn ;�\ MAX.SLAT SPAN 'LYRIC' GLASS SPAN. SPAN TO MASS IE-SURD To WOTR ,., - . UIQ MAXIMUM 'LIAAX•- Fr) (Lt) REQUIRED DM m BBUX OF SLSEPARAWN AT •LMAC•(FT) 'L M.-(Fr) BACK 0I s 0") ;. � �; ��\��; J ( ) DtalcN \\\`\ \ i/2"PLYWOOD AND DESIGN PRESSURE WAIL BUu)-OM DUBD-O/ N+U. W LOAD WALL BUILDTRAPPE-OUT -ALL.Bu TRAPPED (2)2',4'WOOD STUDS RATING MOUNT Moz w/ Mo�w/ •8� 1 /0 STORM R4R5 (pef) k our •BUID-oUT W/0 STORM BARS Yn (ttF.EACH SIDE.BEYOND) t (p,0 �J 7-a WIND ZONES WIND ZONE �a� 8� ND ZONE!WIND ZONE DETAIL 1(ELEVATION) (5[[NOTa A) (sa.mae) (sM lgrae 1-3 1 SIL NOBSa SQ.016A 1-3 4 30.0•_ 7•-6" 7'-6" 7'-6" _ 6'-71 _ 1' 8 1/8' 30.0• 6'-6• 35.0•• 7'-2" 7--2'- 7'-2- W-4• 1• ---- 8 1/8• 35.0•• 6'-3" 40.0'• 6'-9" 6--9" 6'-9 6'-I" 1' 8 1/8- 40.0•• 6'-0' __ D NOTES: 45.0•� _ 6'-8_ 6'-8: 6'-e_"__ 5'-1A' --__I•• _ -_e_1�8•__ 45.0 w 5'-10" 0'_0• t• 5. 50.0••• _fi-5_ 6_5— 6'-5"_ -59' 1 —8 1/8' S0 0 _5'-9' 1. ABOVE INDICATED MAX. SUIT SPANS MAY BE USED AS LONG AS 55.0••• 6'-3• 6'-3' __ 6'-3' __ -7• __1' _ B 1/e" 55.0•+ 5'-7•_ ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0•�• 6'-t' 6'-1' s'-1' 5" 1' 8 1 B' 60.0•+• V-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTI.Y IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF FF - „.-- XX T •VAUD FOR DUAS-FlR-SCUP(G-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER t- .............-----1--" --^-�- SOUIFRd4 FIFE B2(x-55) SIDE OF OPENING SHALL BE 33". SLAT _ SPRUCE PINE—RR—STH(G=036) SPIV i ^VALID FOR DOUGIAS-FIR-90UH(G=0.46) E=: == SOIJfFf3tN PRE#2(G=OBS) . . 10' 1 3/+', U SLAT SPAN DEFINITION VALID FOR SOUOR N PINE A2(G=0.55) FOR WNL MOUNT A i VaT,h TIT"I"Z FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 10'-0•FOR BUILD-WT z s J •••••• 4 MAL.OPENING V0TN o zOl s RLTECO INC. DRAWN BY: w INSTALLATION INTO WOOD FRAME STRUCTURES '��'er' ��CENSF''•� 's Rolling Shutter System 09/10/16 EXPERT SHUTTER SERVICES INC. DATE \,�."•..• .� •.\,�.,,.. =*3�� �:* TICCIT TESTING A ENGINEERING CONPgNY .:\\�.���.:�>;����.,�\.�•��� lues+•Mw 5u xs..RGu4 Wtarrs,n]0199 1626 S.W.BILTMORE STREET --I/Z'PI,YIs(XAD AND nw".:09�)en-tns9 o.:(smlml-uFl 15-071 o'• STA E OF r Oz moa:tale4RDReLRem PORT ST.wclE,FL.3a9e4 (2)2"AES"WOOD STUDS IqI` °- PnOnf:(8001]+9-9056,FAX:(»])811_0990 DRAWING Na (TYP.Ei61 SDE,BEYOND)1 y 9P .. �0�, �:��` EB-0006]19 rt {}p WRITER A. LUT Jr,P E. DETAIL 2(ELEVATION) �DRLrAL.�1�4N4T A4� RORiDF Uc.J ONES] sI•, R SHEET zO OF xfi pA+g1N11nnaNaa� MAX,ANCHOR'S SPACING SCHE tULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE,A.S.D. C U ' D SIGN LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO ZIA"WOOD ST D WALL MOUNT TO ZW"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) MAIDM v SLAT SPAN RANGE AAAIi,iituv SLAT SPAN RANGE WOOD GRADE ASS;E' WOOD GRADEPRESSURE 0, PATM RANGE �.e� ---GE to >,f to 57 A >v to 6 A>6!to 7' >7'to 9' >9 to lor, (pe) 0 to 4 S6" :5 30.0 6" 6" 6" 6" SOUTHERN PINE #2 50--- _4 3I4T SOUTHERN PINE #2 --40 — 6. 6" -4 3/4" � (G=0.55) (G=0.55) so V 1/2 60 6 60 DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH 300 6" =6� 6" 6 6"_ (13=046) 40— (G=0.46) "'0" ---67- F =5 �=/45 1/4" -4 1/4" SPRUCE PINE-FIR-SOUTH 15 30.0 61. SPRUCE PINE-FIR-SOUTH 30.0 6" 6" 5 1/4" 0 (G=0.36) L IIUILD2:02UT�MUNT TO 2"W'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 2 YAnwuY SLAT SPAN RANGE ACRE" WOOD GRADE PRESSURE >d--6 >V-7' >7-s' >7-to' RAM?IG RANGE — N) s 30.2 6- 6' 6" 6" 6 6" 6.. 6" 5 1/4 SOUTHERN PINE #2 (G=0.55) 50 6" 11, 6" 6- 6" 5-1/4", 5 1/4" 4" _ 4" 60 6 6" 6" 6" 6' 6" 5 3/4" 5 3/4", 4- 4- 3- 3- DOUGLAS-FIR-SOUTH s 30�O 6" 6" 6- 6" 6" 6" 6' 6" (G=0.46) 40 6" 6-4 6" 6" 6 6" 5 — --— 1/2" 5 1/2" 5 5 1/2" 4 1/2"1 4 1/2 SPRUCE PINE-FIR-SOUTH n; 30.0 6' 67 6" 6"-L (G=0.36) NOTEIttpnluluurgq ; MAX. SPAN FOR SLAT FORAdA1tA FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone GIVEN A.S.D. DESIGN LOADNBRAWN o: cu tilus 0 2015 TMECO INC SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON Rolling Shutter System 0,ipops SLAT PERFORMANCE CHARTS 11LIECO INC. SHUTTER SERVICES INC. DATE EXPERT ON 20 SHEET, TILUT TESTINO&,E"To—ITTIo 1-1—T w�gg—". 1626 S.W.910MORE STREET .I ".,il—, PORT SL LUCIE.FL.34984 15-071 z —61�lit...0-1— GNe: DRAWING Na Ee-0006719 WALTER A rU.n 1,P E. U 'ORIOA U'./4.,o 7121� i TA LE 1 MAX.ALLOWABLE STORM BARS AN ft FOR A GIVEN A.S.D. DESIGN LOAD .s.f. &A GIVENSTORM BAR SPACING ft ** MAXIMUM A.S.D. STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4 4.5' 5' 5.5' 6' 6.667' 9r 0 11 -0 11'-0" --1 1'-.-0" 11'-0" 11' 0" 11'-0" 11'-0"_ i1'-o" _1_1'-0" ii'-o" THIS REGION IS ONLY VALID FOR INSTALLATIONS -0" 11'-0" 11=0" 11'-0" W/1 OR MORE STORM BARS PER SHUTTER. -- --STORM B--_.---------SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11 0" 11'-D" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 - - ----- - -11 ------- - --11- -- - -- - __ 45.0 _1_t'-0" 11'-0" _ 11'-0" 11'-0" _ ill-0.1 --1 11'-0" _ 11'-0" _ 11'-0" _50.0 11'-0" 11'-0" 11'-0" 11'-0" 11 0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * JJ*THIS REGION IS ONLY VALID FOR INSTALLATIONS - '"I W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11' 0" 11'-0" 11'-0" 11'-0" 11'-0" 1--j-o--_0- ll,-.0', 0" * 11' 0" 11'-0" 11'-0" 11'-0" 11'-0" *65.0 -0" 11'-0" 11'-0" 11'-0" 11' p" 11'-0" 11'-0" 11'-0" 11'-0" * - 70.0 11'-0" 11'-0" 11'-0" 11'-0" --11,--o', 11'-0" 11'-O" 11'-0" * 11--o- --- -0"--- -- - - --- - -- 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11' 0" 11'-0" 11'-0" --I-- * - - --------- - --- -- --- - ----------- 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11' 0" 11'-0" 11'-0" 10'-10" * - - - ----- - --- -- - - --- 85.0 11'-p 11'-0"_ 11'-0" _ 11'-0" 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11 0" 11'-0" - - -- - - - ----- 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11' 0" 11'-0" - - - - 100.0 11'-0" 11'-C, 11'-0"_ -105.0 11'-0" 11'-0" 11'-_0"_ - 11'-0' 11' 0" - -- - ------ - _-- 110.0 11'-0-- -11'-0" 11'-0" ll'-O" lo'-10" - - - - - ----- ----- -- - -------- ---- --- -- 115.0 11'-0" 11'-0"-- 120.0 ll'-O" 1 1=0"- i1'-o" 125.0 11'-0" 11'-0" 11'-0" 10=10" ----- - ----- - --- -- _ - -------..------ -- - ---- ---- - --------------- --- -- --- 130.0 11'-0" 11'-_0" 135.0 11_=0' 11'-0' 11_'-0" -- _ -- -------- ------ ------ -- - 140.0- --1 1;-0" 11'-0" 11'-0"- --_ --- --- - - -- ---- -------- 145.0 11'-0" 11'-0" 10'-11" - - -- - - - - -- - - ---- --- 150.0 11'-0" 11'-0" - ---- -_---_--- _ _ - - ---_--- 160.0 ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN I N11111111111111!!!/, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF S ORM BAR. �• F , ....., i DRAWN BY:� G 1015 TILTECO INC.9 Nautilus P �•' '' T.R.L. Rolling Shutter System 0./10/,5 IL E C-0,,-. DATE 4 p TILUT TESTING Jr ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. -� !.[ 6666 xx sem n,51x.>m.wrw�Nn cwo!5,n..Ulne 1626 S.W.BILTMORE STREET *'• +: -mol: .rc.;ryos)ml-us1 15-071 . TC :�� PORT ST.LVCIE,FL. 349O4 i A.. S1t ATI: F 6y` e-mOE-00blte000001.COm P-E:(888)719-.0-6.1-(771)811-0990 DRAWING MO EB-0006719 WALTER A-TILLIT1,Ir.P.E. ��I � Qj1�E FLORIDA Lrc./44167 - ,o/N 'F SNCCI 22 01 25 '!'!!!!l111111111N1111,4 TABLE 2 TABLE REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER -SE-CTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f. STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.s.f.).&STORM BAR SPACING (ft) mm JAM" STORM BAR SPACING"a�'(FT) wxASA STORM BAR SPACING'a-(Fr) VEX" RVING 5. OEM PRESSIME _7_7 3 3.5' 4' 1 4.5* 5.51 6' 6.667' PREMM 6' 6.667' 2 2.667' 30.0 RMING 2.667 3' 3.5' 4! 4.5' 5' 5.5' ("o ('30 2' A-B. _� 30.0 k84.1) &B.C.D 8.C.D AB.C.D A.B,C,D AB.CD &,D B,C C C B C&' CD BCD A,B.C,D A,B,C,D __6,B.CD C� 35.0 A,B.C,D 35.0 A,B.C.D BC.O B�CD A ki.C.D _AB.0 _ A.B.0 B.0 13 A_8,CD A,O.C.D. _kBCD B,C.D B.C.0 A.B C.D C.D_ B-C- _6-C, 0 13 _±. ±� -.0 A.B,C,D A.B.C.D 4MG B.C.D kB.C.D A.8,C.D A.9,C A.B.0 A.B.0 _ A__ A A &B.C.D_ _ALS _.�LBCO _LB.(LD C.D A,B.C,D 45.0 LB.C.D 13.C.D B.C& .13.C.D B.SjD C.D A,B,C,D B 45.0 _��B.CD B-CD E_�- (!_ B.C.0 C.D A.B.0 -L.-B.0 B.CD !SB.CR A.BaC,D _ABCD A,B�C.D 5 50.0 A A A A A _CD C, �C ±JS_C.D A.8,C,D BC�D A,8,C_ AB.0 BC.D _�,B.C.D B.0 0 A.8,C,D D BC D A.8,C.D B.C.D A,B.C. AB,C 55.0 CD A.B.C.D C_ A A A A ------- 55.0 _�SB'C'D A B.0 A A A.B.C.0, _BC.p _AB.C.D A.8,C,D _2SI3.qO_ _NB;C A.B.0 B C 80.0 A.8,C,D A 85.0 BC.D --A BICD _ _ _A__A� _--A ­ - _Aj_ A.9,C A.8 A A A A A A 70.0 A.B.C.D _��.%C.D A.Br.0 LBC.D &eC A.B.0 &B_C A.8 A 70.0_ ABC. A A A•B C JDA A A A A B-C -C 7500 B.C.. ,c A 75.0 A.B.C, B.C.D A�B.C.B A,B.C,_D _113.C.D BC --&13,C - 8 A _-A_BC A A A 80.0 C C D "�C _A A A 80.0 &B.0 A.8 A A &B C D AB C D 8 C.D 8 C m ­A­ A A A A A A 85.6 8 C A _8�.O __LB.C.D_ A.B.C,D6_BCD A,B.C.D A.8,C _B.0 A,s A A A A 90. A A B.C.D B.C�D &BvC 0- _A _A A 'C (L A.B.0 A B&O A,8_ A A A A -C _15-0 B.C.0 (LC.D A A A B C D .0 A,B C A LOO 0 S C D__±j_ A. A A A 05.0 B A AA _10___A._ _LOS 0 L8 C D BCD AB.0 _110, S.C.D A A A A A A .9�C_D _C _BC A A 1110.0 _2N___A_ __&B _W A A A 115.0 A _L150 _AtELC.D_ A!!.C.D __AA A A 20-0 AB.C.D C �jgC ��B A 20.0 A A A A _L_ __AJB A A A A A 125e0 __A_8ADA.B.0 .0--A A_ _A_ INLO _,�,B.C.D ABIC A.B.0 A A A A __A 130.0 A A _1_5 A A A A A 3.0 A B.0 B.0 A 135.. A A A -A -A -A 14).O __A 1-0 _CD AB.0 _A 145.0 A A-- A A A A 1504 A A -LS-D-O A -155-0 -s-8-C A 550 A 160.0 A.9,C A M.1-A A ANCHORS TYPE LEGEND A 3/8-0 CARBON STEEL KWIK BOLT Tz EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5' Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"oxI 1/4" POWERS CALK-IN ANCHORS W1 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8"0-16 MACHINE SCREWS C 1/4'e.3/4"ALL POINTS SOLIO-SET ANCHORS W1 7/8" Min. EMBEDMENT*TO POURED CONCRETE (1'c = 3000 Psi) & FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1/4-0-20, 18-8 STAINLESS STEEL MACHINE A A. 'V7.......... SCREWS 2015 TILTECO MC. % * Nautilus D 5/16"0 ITW/EIUILDEX TAPCON ANCHORS W1 Rolling Shutter System2 1/4' Min. EMBEDMENT*TO POURED IL E C 0 N, - DATE SHUTTER SERVICES INC. ;A4, TILLIT TESTING- --to__ CONCRETE (f'c = 2899 psi) EXPERT 1626 S.W.SILIMORE STREET 15-071 _.1! PORT ST.LUCIE,FL 3498� -�P--t-�'ii-TV0F DR.-INO Ne A �K�(001 149-�.FAA;(M)w-cm EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH EO- WALTER A. TILUr Jr. P.E. FLORIDA LI,1 44167 F 26 SCHEDULE 1b SCHEDULE 2D FLOOR TO CEILING RAPPED MOUNTING MAX. SPAN ft FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A S D A.S.D.DESIGN PRESSURE RATING .s.f. 8 A 12'-0"MAX.M LLION SPACING N DESIGN PRESSURE RATING(P.S.F. 8 A 12'-0"MAX MULLION SPACING(FT)' MAXIMUM MULLION SPAN(; ) MAXIMUM MULLION SPAN(FT) F77;70, A.S.D.N . ukwuM ©4"x6'xl/4"MULLION G1 4"x8"x1/4"MULLION G2 4'x7'x1/4'THICK(3/8'FLANGE)MULLION DESIGN URELilo* G 4"x6"x1/4"MULLION N MULLION Q G7 4"x8"x1/4"MULLION G2 4'x7'x1/4'THICK S00 RATING SPACING M8'FLMGE)MULLION ° (n)• ORIENTATION#1 �t ORIENTATION I2(0)t ORIENTATION I1 (#t ORIENTATION 2(Q)t ORIENTATION Il t ORIENTATION I2(0)t (D•�•f•) (R)aORIENTATION I1 (�t ORIENTATION 2(Q)t OftIINTATION 1 E)t ORIENTATION p2(Q)t ORIENTATIONEND INTERIOR END INTERIOR END INTERIOR END I iERIOR END END INTERIOR END INTEFTIOR END INTERIOR END INTERIOR END INTERIOR ENDINTE12'-0- _71'-7'_ 11_-6_ 9'-9' 12'-6• 12'-6' rl2-6' 10'-7' 1 '-6' 12'-6" 11'-3• 12'-6' 30.0 12•-0_ 9'-9' 17'-6' _ 9'-9• 12'-6' 12'-6' 12'-6' 10'-7' 12'-6' 11'-}• 12'-6• 33.0 12'_0'_ 10'-7_ 10'-I 1'__9'-2' _12-6'- 12'-6'- 11' 10'-0' 1'-6 IV-6 12'-6' ___- 10'-4' 12'-6_ 35.0 12'-0' 9'-2__10'-11' 9'-2' 12'-6' 12'-6• _i l'-t 1'- 10'-0' -12'-6' _40.0 12'-0_ 9'-10' 10'-5' B'-9' 12'-6' 11'_8' 4' 9'-6' I '-6' -� 11'-10' _ 9'-7• - 12'-6'_ - 1°.0 _12_-0_ 8'-9' 1p'-5' 8--9_ 12'-6' -11'-B' _ ,1•-4• 9 6" 12'-6- 9'-7•_ X2'_6= 46.0- 11' 9'-1_ 1 '-6' ,1'-2__ 9'-0' 12'-6• 45.° 12'_0'_ 8'-4' 10'-1'- -B'-4' 12'-5' 10_-11' 10'-71' 9'_7'- 12'-6• 9'-0 50.0 _12'-0_ B'-9 9'-8' _B'-1' 12'-0' f0'-4 7' 8'-9' 1 •-6' 10'-7" 8'-6" _ 12-6-6• 50.0 12'-D 9•-1• 9•-B• b•_7• 12'-0' 10•-4• _10'-7- __.B-9-__12'-6•_-B'-6• -12'--6•_. 55.0 12'-0' 8'-4' 9'-5" 7'-10' 11'-8" 9'-f0' 3' -6' 1 '-6' f0'-1' B'-1' t2'-6' 55.0 12'-0' _ 7'-10' ' ' ' _ __ . . _-_._�__. _.____-. ___ 10'-3' B-672-fi'80.012_-p' 8=0' 9'-2' 7•-6' 11'-4' 9'-5' 1' B'-3' 1 '-6' 9'-7_ 7'-9• 2' ' 500 ' ' ' '-2•- 7'-6' _B- ---0.7.0 12'-0' __7=8B'-71' 7'-2' I I'-0' 9'-1' ' 8'-0' 1_8' 9_-3' 7'-5' 12'_6^ BS.O 12'-0'_ 7'-2 8'-11' _7'-2' _ 9-B _ 8'- 6'70.0 12-0_ 7_-4'- 8-B' 6'-11" 10'-9' B_9' ' _7'-70' 1 '-fi8'-11' - - 7'-2' 12'-6' 70.° _72=4• _6'-11' 8-B' 6'-11' 1°•-9' -8'-9'- 9'-5'- 7'-10' 12'-6' 7'-Y72'-6' 12'-0' 7'-1' 8'-6' fi'-B-8' 10'-6' 8'-5' ' 7'-B' ,1 '-8 8'-7' 6'-11' _12'-6'- 73.0 12•-0' 8'-8' _ 8'-6_ 6'-8'_ 10'-6' -g'-$' 9'-3' 12'-6' _6 11' 6'-11' -B'-4' 6'-5' _ 10'-3' __8'-2" 9'-p' 7'-5' 1 '-6' _ B'-1'- --- 6•-8" 12'-6' 80.0 12'-0' 6•-5' 8'-4' 6'-5' 1°'-3' B'-2• _9'-0- 7'-5' 12'-6" 6'-8• ES.O 12'-0_ 6-B-B'_ e'-2_ 6'-3; 9'-9' _7'-I1' B'-10' 7-2'_ 1 '-fi' B'-1 6'-6' 12-6' _ 83.0 12'-0' 6'-3' -- -10'-1' 7'-11' B'-10' 7'-2 12'-6' 6'-6' fi_6'_ B'-0' g'-1' 9'-2" )-8• 8'-B' 7'-0' _ 1 '-5_ 7'-1°' 6'-4_ 12'-6'- 911.0 12'-0' _6'-1' 8'-0' 6'-t' 9•-11' 7'-8' B'-B' 7'-D• 12'-5' 6'-4' 72'_6• 5'-11' 8'-e' 7'-5'_ 8'-6' 6'-10__1 '-1' -- 7�-5'_ 6'-2' 12'-6'- 95.0 I2'-0' S'-11_ 7'-1°"- 5'-11' --9'-e' 7'-6' 8'-6' _ 6--Te 12'-1' __6=2'_ 100.0 _6'-2' 7'-B' S'-9^ 8'-3' 7'-0' 8_-3-3' 6'-e' 11'-9' 7_-D_- 6'-0' 12'-6• 100.0 12'-0' 5'-9' 7'-8' S•_g• g'_7• 7•_y' 8•_5 5'-6'_ 11'-9• 6'-0' _ 12'-6'- -0' 7'-7' S'-8' 7'-10' 6'-B' 7'-10' 6'-6' 11-6' 6'-8' S'-1D' 12'-4' 103.0 12'-0' 5'-B' 7'-7' 8'-e' - 9'-4" 7'-1' B'-3' S'-3' -11-_6' 5'-10' SCHEDULE 1b' (LIMITED[LOAD,MULLION SPACING 8 SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING 8.SPAN INSTALLATION) FLOOR TO CEILING TRAPPED MOUNTED MAX.SPAN ftFOR END 8 INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(ft)FOR END 8 INTERIOR MULLIONS FOR A GNEN GIVEN A.S.D.DESIGN PRESSURE .s.f. AND FOR 12'-0" CASE 18 8'-0"CASES la 8 11 .MULLION AS.D.DESIGN PRESSURE RATING(D s 11 AND FOR 12'-0"(CASE 1)8 8'-0"(CASE 11)MAX SPACING(fll' MULLION SPACING(ft) MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN (FT) M. G 4'x6'x1/4'THICK Gt 4'x8'x1/4'THICK G3 2'xTx 14'THICK gip, G 4'x6'x114'THICK G7 4'x8'x114'THICK G3 2'xTx1/4'THICK 05UUXM DESIGN MULLION MULLION MULLION MULLION ►4TruATDN DESIGNMULLION MAXWUM MULLION MULLION FLAN„ MULLION 6156 RATING RESSUMSPACING ATDN 110MMATM� 6YGTION iI olieff M iI OMMIAT AHI ATgN/I ATN I �� PRESSURE SPACING A110N I7 OARMATDN( ATION II A1gN II ATAW� A1pN Il QYpf/A1LNi (P.s.f.) ( a €fit (0)t ()t (.4t (0)t "t (a)t END: (pt.) (N) (fit (0)I (I#t �t (a)t END INTERIOR END INTERIOR INTERIOR END INTERIOR I rMULLION END INTERIOR END INTERIOR INTERIOR END INTERIOR L2-6' 12'-6' 12'-6' 12'-6' - I I'-0' I -- __-I / 30.0 12'-0' - 12'-6_ 12'-6" 12=6'_ 12'-6'_ - _ --- _ _ ' 1I11''--00'- - -- ' _ -- Js _ '' ------- ' '_ ' ' f35.012'-6' 12'-6' 1 -_ 12•-6' 12•-0' 2-611-11Y 40.012'-0' 2-611'-8• 11-4' 12'-6• 40.0 12'-0' _1-4' -12-6• '-' 10'-110-11� 450 12'-0 _10'-11' -12'--6- CASE 43.0 212 ��r z ' -o0 • -4l -7•- z ' -610' 1°'-d' Ip'-T 12 • _6lz'-°' x50.0 --12 ------ - iItt•'_-_0p' - 5.`7.0 17-0' _----11'-B• 9'-10' 10'-3' 12'-6' -- - 11'-0' 2 I -=1 MULLION 55.0_ 12'-0' -� il'-B- _9•-1°• 10'-3' 12'-6' 80.0 _12'_0- - I1'-4' 9'-5- 9'-11_ 12'-6• - I1'-0' I -- I 50.0 _12'-0' - 11'-4' 9'-5' 9'-11' -12'-6'--45- 60.8 F2 12'-0' - 11'-3' 9'-4' 9'-11' 1Y-fi' -- i1'-0' 60.E 12'-0' - 11'-J' 9'-4' 9'-I1• IV-6' _ 30.0 8'-0' - 12'_6' 12'_6" 12'=6" 12'-fi' - 11'-0_ 30.0 B'-0- - 9_-0' 9'_p• g�-p__ g•_0_ A.0 8=0• - _-.12'-6- 12.-6• 12.-6--_72._6. 11_p• .,`..--5" ( � .... 35.0 8•_0�_ -__- g•-per_. g•_p•----a: _g'_p• 9-D- 9__0•. _. _ -_ .____. _. 4ao _ e•-°-._-_- 'z-6• t2'-6• Iz'-6• ,z'-fi' - „•-°• MULLION SPACING:' -40.o e'-o• __9'-0'__s'-o '- __?-4"___=-_-.9�-0__ •13.0 8'-O' - 12'-6' 72'-6' 12-8•__. 12'-6•_ _ 11-D' 45.0 _8'-0' - 9'_p• 9•_O• 9•-p• g•_p' 9•_0• CASE 1. ._ ___-..- _ __ _-_ 50.0 8'-0' - _ - 50.0 8'-0' - 12'-6" 12'-6' 72'-1' 12'-6' - _ 17'-0• - 9'-D' 9'-0• 9'_0• 9'-0' 9'-0• _ 35.0 8'-0• _ - _12'-6' 12'-6' I1'-B• 12'-6'_ - 11'-0• 51° 8'-0• - 9'-0' __ 9-0-_-9'-0'__ 9'-O-_-- 9'-0• 60.0 -e'-0- 17-Y tz'-2' n'-a• tz'-2' - n'_p- 'MAXIMUM MULLION SPACING SHALL BE SUCH CkSE D• 60.0_ 8'-0' - 9'-0' 9'-0' 9'-0- 9'-p' - g•_0--- 809 e'-o' --- 72'-0• 12'-0' -11'-4- 12.-0. -- 11._0• THAT MAX. ALLOWABLE SLAT SPAN FOR THAT as•o B•-0• - 9•-0• - G•-0•--_9-_0• 9.-0'_-_-______ 9•_0• . _AL B'-D• - _9'-°- 9'-0• _9'-D' 9'-0' - 9'-0• DESIGN LOAD SHALL NOT BE EXCEEDED. 70,0 8'-0_ _ 9'-0' _9'-0' 9__0' 9'-0' 9•-0- - 35.0 8'-0' _ -__ 9'-D' 9'-0- 9'-0- 9'-0' 9.-0• 75.0 8•_0• - 9,-0, 9•-0"-_-9•_0• -_9=07 --_ .e-a_ _ 9'-°= t MULLION ORIENTATION IS AS SEEN FROM THE D- 8' ------s-°- --e--°---s- __45.0 B•-o' _- g'-o' e'-0• -_e'-o 9'-0' -- 9'-0' OUTSIDE(EXTERIOR)OF PRODUCT. 65.0__8'-0' 9'_0_ 9'_0_ 9'_p--- 90.0 ,B'_p• __` y_0. 9'-0•--9.-0• --_9.-0.-_ 9 50.0 8'-0- -_..9-0• 9_O.'- 9._O- 9__0•._ B--0. - - 53.0 8'-0_ - _ 9_-0' 9'-0' 9'-0 9-0-0' ---- 9•-0' _95.0 8'-0_ 9'-0' 9'-0' 9_0 9_-0' -_---- 9'_p_ 1111IIIIIIII CASE _60_0 8'-0' __ 9'-0- g.-O---g•-0.-- 9'-0• --- 9'-O•' AAAA111 1/IAAAr 100.0 B'-O' '-9.-0 g._0. ._e-0-_ .g-0- ___' 9.-0• _e"D _ 8_-O• ___- 9'_D 9_D _9__D _9_D _____ g_p_ `` �•`�R A. TIZ�/ a _70.0 e'-o_ - 9'-0_ 9'-0_ 9'-0__9=D'_ g'-0_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) _73.0 8_0' 9'-0_ 9_-D_ 9'-0' 9'-0" - 9'-0' �.\• •SOC•'••��% O 2015 TILTECO INC. ^I a��I I�� DRAWN 8: _ _ __.....__ - I v ED.O e'-0' __- 9'-0_ 9''0' 8'-9. 9'-0' - '9.-0• /•• F.R.L -- - N 8-J' 9'-0' _B=0_ 8'-2' - 7'-9' 9'-0' - - 9=0 •L Rolling Shutter System w7,oi1, 950__-e'-0'_ 9�0' -7'-8- 7 4-� 9 0' - 9-0' -� 'L FE�' FNc' EXPERT SHUTTER SERVICES INC. DATE 1000 B-0• - TILLIT TESTING&ENGINEERING COMPANY 9'-0' 7�S' ~'.' Olaf n.fain , f f+ncNu W+owi n fflaa (TT. Q roam (Jaf�elfi-llb aa.•(bf)an-1531 1626 S.W.8ILTMORE STREET 15-071 •NOTE USE 9'-0'IF ANCHOR CONSISTS OF HILTI,INC HUS-H SCREW OR POWER FASTE ERS. ' O F •�7 PORT ST LUCIE.FL. 34984 ��/ �''• �ORIDP •• e4.��� rltaco0ool.com PHONE:(B00))a9-905tl rAx:(>72)Bit-0490 DRAWING No WEDGE-BOLT ANCHOR.SEE SCHEDULES 1 8 2 ON SHEET 10A, i�(C ��� EO-DO06719 e1'AA'' *ALTER A TILLIT J•.P.E. P,(!1f�I••A yyM•i•lx ATE FLORIDA Lk.0 1,167 - SH ET 25 of 26 SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING TRAPPED MO NTING WALL MOUNTING MAX. SPAN ft FOR END AND INTERIOR MULL IONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING .s.f. & A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)' (FT) MAXIMUM MULLION SPA (FT) MAXIMUM MULLION SPAN(F7) MAX MAIC. p� u iu N ©4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLIO G2 4-x7'x1/4'THICK(3/8'FLANGE)MULLION AGN URE �N ©4"x6"x114"MULLION G1 4"x8"x1/4"MULLION GO2 4'z7'z114'THICK PRERATINRE G sPACI - RAATTM SPACING (318'FLANGE)MULLION ORIENTATION d1 (fit ORIENTATION 82(Q)t ORIENTATION#1 )t ORIENTATION p2(Q)t ORIENTATION 1#1 (<]t ORIENTATION#2(Q] (p f') (ft) ORIENTATION Nl (-)t ORIENTATION 82(Q)t ORIENTATION#1 O#t ORIENTATION 82(Q)t ORIENTATION N2( )f END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 7'-0' 12'-6' 12'-6' 12'-6' 12'-6' /2'-6' T2'-6' 12'-6` W-6' 12'-6' 12'-6' 12'-6' 30.0 7'-0' 12'-6' 12'-6' 12'-6' _12'-6' 12'-6'__ 12'-6" _ 12'-6'_ 12'-6' 12'-6• 12'-6_, 35.0 T_0' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' - 12'-6' 12'-6' 12'-6' 12'-6` 12'-6' 12'-6 _0_ T-0' 12'2'=6' 12'-6' 12'-6' 12'-6-6' 12'-6' 12'-6• 12'-6'_ 12'-6' 12'-6'- -12=6' 40.0 7'-0' 12'-6' -12'-6' 12'-6' 12'-6` 12^6'- 12'-6" 12'-6' 12'-6' 12=6' 12'-6' 12'-6' tp_p_ 7'-0•_ 12'-6'- 12•-6__ /2•-8- 12'-6' 12'-6'- 12'-6' 12=6• 12'-6'_ 12'-6'--_12'-8"_.. 48-0 T-0' 12'-6' 12'-0' 12'-6' 72'-6'- 12'-6'--12-6"_ 12'-8' 12'-6' 12'-6'- 12'-6'_..12'-6' �¢p T_0' 12'-6' 124_0' 12'_6• 12'-6' 12'-6-'-72•-6-.._.12'-6'- 12'-6' 12'-6'__- 12•-6� 50_0 7'-0' 12'-6' ll'-7-_._ 12•_6• 12-6'- 12'-8--12'_6' _12'-6' 12'-6" - 12'-6•--_ 12'-6'- 12'-6 -5pU 7'-0 12'-6'_ 11'-7 12'-6• 12'_6'_ 12'-6• __12' 6'__12'-6' _12'-6' 12'-6' '-12- _55.0 _7'=0' 12'-6' f 1=3' 12_-6-- 12'-6' 12'-If--12--3'-- _12'_6` 12'-6' 12'-6' 12'-6' _12'-6' 55,0_7„-0_ 12'-6' 11'-3' 12'-6' -12'-6• 12'-6_ _12'-J_ 12'-6- 12'-6' 12'-6' 12'-6'' 60.0 _7'-0•- 12•_45' 10•_11:- 12•_6•- 12-_8• 12'-6'-- 11'-11-- 12-6' 12'-6' 12-6' 12'-6' 72'-6' p_0_0 7'-0 12'-6' 10'-11' 12'-6' 12'-6' 12'-6'_ 11'-11'-� 12'-6'- 12'-6' - 12'-6'__--12•-6•_ 65.0 7'-0' 12'-6` 10'-8' 12'-1- 12--6' 12'_6" 11'-7' 12'-6" 12'-6' - 12'-6' -- 12'-6' 12'-6` 63_Q T-0'_12'-6" f0'-8' 12'2'-1 12'-6` 12'-6' _ 11'-T 12'-6- 12'=6' 12'_6' 12'-6" -__ ____ --. _ _ _-. .____.. -_. __ _.-.._ _.. ___ 70.0 7'-0' 12'-6" _10'-5_ 11' "-6 12'-6" 12'-6' 11'-3" 12'-6' 12'-6' 12,-6, _12-6_ 12-0 __20,0._._ 7'-0'- 12'-6' f 0•-5'._. 11�-6�. 12'-45" 12'-6" 1 V:71" 12'-6' 12'-6' 12'-6' 12'-6' - ---_ _..-_ __...-__..-_-._-_ 75.0 T-0' 12'-1' 10'-2" 10'-11' 12'-6' 12'_6' 11'-O'" 1 1 V1'--I I" 12'-60- 12'-6' -12'-6'__1Y^b' _ _JSO 7P-0' 12'-I' 10'-2' 10'-11' 12'-6" 12'-6' 11'-0'_ 11'-11' 12'-6_ 12'-6' 80.0 7'-0' 11'-6' 9'-11' 10'-6' 12'-4' -12'-6"- 10'-10" 11'-5'- 12'-6' ----12-6" W-11, 12'_6' Bp,p 7'-0' 0'-6' 12'-4' __12'-6' 1p'-10' 11'-5" 12=6'- 11'-11" -12'_6• 85.0 T-0` -11'-0' 9'-9' 10'-2'_ 12--1= 12'-6'- 10'-T -11'-O• 12'-6' - -12'-6--- 11'-4'_ 12'-6' �1,q 7'-0' 11'-0' _9'-9'- 10'-2' 12'_1___12'-6'- 10_-7"_- 11'-0' 12'-6' 11'-4' 12=6'-- 90.0 7'-0' 10'-7-_-9'-7• 9'-10• IV-10' 12'-5' - 10'--5- 10'-6' 12'-6' - 12'-2'- 10-10' 12'-6' - -90,Q-- 7'-0- 1p'-7'_ 8'-7' 9'-10' W-10• 12'-5'_ 10'-5•_ f0'-8' -_12'-6' -10--70'--12'-6'-- 95.0 7'-0'_ 10'-2' 9'-5'_ 9'-6" _ 11'-7' 1t'-11'- 10'-2' 10'-4• 12'-6' 11'-9" ICI'-5 12'-6' -t50 7'-0' 10'-2' 9_-5'_ 9'-6- 11'-7' 11'-11' -10'-2"-- 10'-4' 00- 12'-6' 1 12=6- 100.0 7'-0' 9'-10 9--J- 9'-3' 11'-5' 11'-6' 10'-0" 10'-1" 12'-6' 11'-5' 1I 12'-6' 00,0 7'-0' 9'-10 9'-3" 9'-3' 11'-5' 11'-6' _IO'-0• 10'-1_ 12'-6` _10'-1' T2'-6•_. .103.0 T-0' 9'-6' -9--1- 9'-1' 11'-3' 11'-2'- 9'-10• 9'-10' 12'-6' 11'-1•- 9'-8• 12'-6` (y_ 7'-0- 9'-6_ 9'-1' 9'-1• 11'-3' 11'-2" 9'-10' _ 9'-10' 12'-6' 9'-8' 12'-6- 110.0 7'-0' 9'-3' 8'-11' 8'-10' 1V-1' 10'-10' 9'-9' 9'-7" 2'-6' 10'-9' 9_5' 12'-6' 119- 71-0' 9'-3' 8'-11' 8'-10' 11'-1` 10'-10' 9'-9' _ 9'-7' 12'-6' 9'-57 ---17-6- 115.0 7'-0' 9--0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7` 9--5' 2'-6- 10'-5" 9'-t' 12'-6' 130 7'-0- 9'-0` 8'-10" 8--7' 10'-11_ 10-7" 9'-7' 9'-5_ 12'-6'_ 9'-I'--_--14'-6'- 120.0 7'-0' _8'-9' 8'-8' 8'-5' 10'-9" 10'-J' 9'_5" 9'-3' 2'-6' _ 10'-2' _- 9'-10'_ 12'-6' 120.0 -7'-0' 8'-9' 8'-8' 8'-5' 10'-9` 10'-3' 9'-5' _ 9'-3• 12'-6' 9'-10• 12'-6' 125.0 7'-0- 8_6` 8'-7'- 8'-2' 10'-7' 10'-0'- 9'-4"-- 9'-1' _ 2'-6• 9'-11• _ 8'-7' _12'-6' -J"1p 7'-0 8'-fi__ 8'-7' 8'-2_ 10'-7' W-0•-- 9--4•_ 9--1' _ 12'-6•- 8•-7• _ 12,_-6- 130.0 7'-0' -_8'-4 8--5` _ e'-0 f0'-6' 9'-9• 9=2' 8'-11' 2'-6• _ 9'-9' -__ 8'-5' 12'-6' 7'-0•- e'-4• -8'-5` g'-0' 10'-6' 9'-9: 9'-2' 6'-11'_ 12--6'- 6'-5' 12'-6' 133.0_ 7'-0' 8'-2' g'-4'_ 7'-9' 10'-4' 9'-7' -9'-1'---8-9' 2'-6' - 9'-6• -8'-2' 12'-6• _0- 7'-0_ 8'-2' B'-4' 7--9• 10'-4' 9•_7•-- 9' 12'_6•- 140.0 7'-0_ _g'-0` W-:S 7=7' 10'-1" 9'-4'__-9'-0' 6'-7' - 2'-5' 9'-4' --_ 8-0` - 12-6 - 140.0--7'-0' _ 9-0 _ 8'-3' 7'-7' 10'-3' -9'-4'-_..__9--0 _8'-7'- 12'-6' 8'-O_ 12_45_ 145.0 T-0' T-10' a-2' ._._.7-5' -- 9'-9' 9'-2" 8'-f0" 0'-6- 2'-6' 9'-2' - _-_7'-10' 12'-6' 1450 7'-0'_ 7'-10' 8'-2' 7-5-5• -t0-1' 9=2" 8'-10- e'-6'--fY-6'- 7'_10• _-12•-6"- 150.0 7-0' 7'-B' 8'-1' 7'-4' 9'-5' 9'-0' - 8'-9' 8'-d' 2'-6' _- 8'-I1' 7'-8' 12'-6' X50_0 7'-D' _7'-8' B'-1" 7'-4' _ 10'-0' -9'-0'- 8'-9' - 8'-4` 12'-6' 12'-6' 155-0 7'-0' 7•_6-"8•_0• 7•_2• 9•_2• 6•_10' e._9-' 8'_3• 2'-5' 8'-9'- 7'-6' 12'-6" 133.0 7'-0' _7'-6' e'-0_ 7'-2' 9'-10' 8'-10' _8'-8'.- 8_-J'_- 12-5•.-. 7'_6'. 12_6•- 160.0 7'-0' 7'-4' 7'-I1' 7'-0' 8'-10' 8'-88'-7' 8'-ti 2'-2' _ 8'-B' 7'-5' 12'-6' 160.0 7'-0' 7'-4" 7'-11' 7'-0' 9'-9' 8'-8' e'-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. -/'END MULLION 3- __INTERIOR I I MULLION I I `pA"11 pTIS FLORIDA BUILDING CODE (Non High Velocity Hurricono Zone) 0 2015 TLTECO INC. DRAWN BY: Nautilus F.R.L Rolling Shutter System 04/10/15 MULLION SPACING:"S° 34 � 1t,= �(, E CO.,.. DATE _:..._ EXPERT SHUTTER SERVICES INC. �'* TIULIT TESTING h ENGINEERING COMPANY •��(� 61v"..act.r.sl.aha.wwxu 9wDE7rs,n.aalae 1626 S.W. BILIMOR[STREET$1K7.[0�-74/ veo•.•laoa;en-tato.F..:1wa16n-Im 15--071 '�••' �`� 6-m01:Ultoco90o1.<am PORT ST.LUCIE,FL.34984 DRAWING Na '�90'•. FCORt�P�'��,� Ee-0006719 PHONE:(800)743-9056,rra..(772)871-0980 a:L�iAr 1Suc,}�r�t+A�fa.4pa1� WFLORIDA L,A. .If a.167 PE, ou< SNCC7 26 OF 75 4 Mn