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HomeMy WebLinkAboutProduct Approval SHTTTTER SCHEDULE i APPROX. APPROX. HEADER I.D. OPENING SHUTTER APPROX. ANCHOR REINF. REMARKS NO. SIZE WIDTH HEIGHT SPACING REQ'D. (W`X H) YES/NO 37" X 63" 45" 71" 12" NO EXAMPLE 2 3 4 5 6 7 8 , 9 10 11 ' 12 13 14 15 16 17 18 Florida Building Code Online Page 1 of 2 Iy �� ram r, r i BCIS Home ( Log In User Registration # Hot Topic Submit Surcharge i Stats&Facts Publications Contact Us i BCIS Site Map i Links j Search b Product Approval ��. USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail r= FL# FL17079-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C 'Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality+Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL17079 R2 COI EXPERT SHUTTER SERVICES INC DRWG 17- 243 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,202&203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 3/31/2020 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 17079.1 Nautilus Impact Protective Rolling Nautilus Impact Protective Rolling System System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17079. R2 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 243.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:Missile level"D"wind zones 1,2,3 and 4(basic Evaluation Reports protection only). Pressure rating: +160/-160 p.s.f.at 8'-0" FL17079 R2 AE EXPERT SHUTTER SERVICES INC DRWG span(wall mounted)with 1/2"slip. +30/-30 p.s.f.at 20'-0" 17-243 PRODUCT EVALUATION REPORT.PDF span(wall mounted)with 1/2"slip.See sheets 15, 16,and Created by Independent Third Party:Yes 20 of installation drawing for additional pressures and spans. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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: Granit.Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQ... 3/31/2020- c GENERAL NOTES' 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1.NAUTILUS IMPACT PROTECTIVE ROLLING SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS,BEEN -3/8"0x1 1/4'CALK-INS MANUFACTURED BY POWER'FASTENERS,INC. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE,2017(6th EDITION)OF THE FLORIDA BUILDING CODE. -1/4'0x3/4'SOUD-SET MANUFACTURED BY ALL POINT,INC. 2.THIS PRODUCT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES:DESIGN WIND LOADS SHALL BE DETERMINED AS -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILTI,.INC, PER SECTION 1620 OF THE ABOVE MENTIONED CODE,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) -5/16'0 TAPCON MANUFACTURED BY RW BUT DEX,INC DESIGN PRESSURE RATINGS INDICATED ON SHEENS JOA, 11A, 12A, 13A,AND 15 THRU 26. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE'DESIGN,WIND LOADS DETERMINED PER ASCE 7-10SHALL MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED BE FIRST REDUCED TO A.S.D.DESIGN WIND.LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL W/MAX.(AS.D.)DESIGN PRESSURE RATINGS INDICATED @4 SHEETS ICA, 11A, 12A EMBEDMENT O 100%13A AND 15 7HRU 213. GROUT FILLED OR IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A ANCHOR SPACING® 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS. FASTENERS SPACING '3/8'0x1 1/4'CALK-IN 3 3/4' 4 1�2" i 1/4"(3000 Dei) NOT ALLOWED TO WOOD HAVE BEEN DETERMINEDAN ACCORDANCE WITH N.D.S. 2015. 1/4'0x3/4"SOUb-SET 3' 3 S.(300,0 psi) NOT ALLOWED THIS PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 3/8"0 KWIK BOLT TZ 9' 4' 2'1/2' (3000 Pao NOT ALLOWED 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT 9 1030.01-OB 5/160 TAPCON XL 3 3/4- AS 1/8" 2 1/4'(2899 pet) NOT ALLOWED AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS, 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN 16N SHEETS 10, IDA, 11, 3.;ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. 11A, 12, 12A, 13& 13A.. 4.ALL SCREWS SEXCEPT END RETENTION SCREW(P TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD' .-KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT,INC. STRENGTH ANO 90 k91 TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN $0018. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING CODE -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC: .SECTION 2411.3.3.4. 5.BOLTS TO BE ASTM A-307,GALVANIZED OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kai MINIMUM MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED YIELD STRENGTH. - SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT 0 100% 6. THIS PRODUCT BEARS U.S.PATENTS{6,095,225 AND{17,409,980. GROUT FILLED OR ANCHOR. SPACING O 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 7. ANCHORS TO WALL FORQD SIDE RAIL SHALL BE AS FOLLOWS: 3/40 KWIK BOLT TZ 27' 9" 4 3/4'(3000 pal) NOT ALLOWED 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2" 3 1/4'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN, 3000 p.e.i.COMPRESSIVE STRENGTH. 3/8.0 KWIK BOLT TZ 8' 4 3/0" 2"(3000 PSI) NOT ALLOWED -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX,_INC, 3/13'0 HUS-H SCREW 4' 5" 2" (3000'PSI) NOT ALLOWED -3/8"o KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT.INC. 318.0 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2-(3000 PSI) NOT ALLOWED 1/2'0 NUs-8 SCREYI OR wmE BOLT 6' 6' 3-(3000 PSI) NOT ALLOWED A7)MINIMUM EMBE4-FOR DMENT INTO POURED CONCRETE SHALL BE 5/8"0 FNS-11 OR WEDGE DOLT 7 1/2' 7 1/2" 2 1/2'(3000 PSI) NOT ALLOWED N -0 KWIK 13OLT 3 ANCHORS. O EMBEOMENT INTO STUCCO SHALL16'0 TAPCON XL CBERCONSDERED ART " AFOR P8OF THE REQUIRED EMBEDMENT. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE A2) MINIMUM EDGE DISTANCE.(E.D.) INTO POURED CONCRETE SHALL BE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. V.FOR 5/16"0 TAPCON XL ANCHORS&5"FOR 3/8"0 KWIK BOLT 3 ANCHORS, EDGE DISTANCE IS BEYOND 12. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE.WHERE PRODUCT IS TO BE ANY FINIS MATERIAL ATTACHED TO INSURE PROPER,ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME A3)IN DISE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON BUILDINGS. THE EXISTING WALL OR.FLOOR,ANCHORS SHALL BE ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED.IN THIS DRAWING PLUS ANY BUILDING AND ZONING SUCH PANELS. REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL ASTM 6-90 14.LIFTING MECHANISM NOT PART OF THIS.APPROVAL. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER,INC. 15. (a)THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. B,1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SHALL BE 2 Ile. NO EMBEOMENI'INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT (b)CONTRACTOR TO.BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.PROVIDED HE/SHE;DOES NOT DEVIATE:FROWTHE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION 13.2)MINIMUM EDGE DISTANCE(ED.)OF 5/16'0 TAPCON XL ANCHORS INTO GROUT'FILLED CELL-CONCRETE BLOCK 'SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. SHALL BE 4".EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL 13.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THE EXISTING WALL,OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a)SITE'SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE.PROJECT AND WHO WiLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0,36), DOUGLAS-FIR-SOUTH (G-0.46)OR OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC SOUTHERN PINE N(2 W/G m 0.55 MIN. .DRAWINGS FOR REVIEW. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER, INC. (e)THIS P'E.D.SHALL BEAR THE DATE AND ORIGINAL:SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. CA) MINIMUM EMBEDMENT OFTAPCONXL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL THREADED.PENETRATION. 16.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 1709.9.3��,F ORIDA BUILDING CODE. / ONE �S JE PLACED FOR.EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. C,2)MINIMUM EDGE DISTANCE(E.D.)OF TAPCON%L ANCHORS,INTO WOOD SHALL BE 2 1/4.EDGE DISTANCE IS (fl ; L, BEYOND ANY FINISH MATERIAL. �' `' �,......,�, r". C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON `1(� FLORIDA BUILDING CODE (High Velocity Hurricone Zorre) THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 4 : • 07017 TILTECD INC. DRAWN B: SUCH PANELS. 2 =t Nautilus '-c 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S Q* - �, Impact Protective RolUng System O6/24/t7 MANUFACTURER, 11LIEC DATE �7•';" /> TIwT TESTING W ENCINEERINC MUPANY EXPERT SHUTTER SERVICES INC. 1 ew x.>..xn.v.,zu.Buz wwx cneicws;rt z�+u 1626 S.W.BILTMORE STREET THIS DRAWITJG SHALL ONLY BE USED TO �.mit`' Ar rro.:IzosMT+-+u.m":(xu)en-+zi+ 17-243 "ARID*":" 1 ° PORT SL LUCE,FL 54964 OBTAIN PERMITS IN THE STATE OF FLORIDA ir T1 -m°.q t9I«ooaol.eom. Pna•rr,(ca0 7.s-Irosa,rwx:(n:1 071-Oa20 °te a WO EB-0006719 do art WALTER A.TILUT Jr.P.E. - P. .SF ATE FLORIDA Uc.#44167 w/a./n av SHEET t Dr 26 ' Vi N #k9 #10 nrAV; 7.ea• i #4 #5 #6 we #8 J t p oa0• w�'o.afoo7�a TRua' osa' K. u 1t�f ao• #1. #2 5#3 .570.. 595. 670' (TTP-) 82" 2.�sa'- .61l• Ir ..t1 ? '$�' l.J ..err I• I I 0 AIL: . II I I +I I ?� f t885rA81E595I� f M' m �Rx 796 1 g7�i8• ,I R7A96' i R7.696• a R1.34r IR1.999- 0.1,69°" Rl.y6• R1.997' RZ X40• ., c '•$t ry . . TRUSSHEAOT405D(LOBEIWLAD4IOR rASFY*} 97x(9167NFXHEAOABTNREA9410TI 6tIBY-�� _ -aJo• ' x EM OPTION 111.IMCNOLITHIC) •r sc>aEtvSPEcs OPTION 4t2 twASN "� •^a' q �. m " w off .t:1 J59 410HTSTAITAMSTEEL SCREW DETAIL:C OOATEDWRNAG,%VER .� I AYtr 4?3D o^' o7a' a CMia68-�tEE ANRtoRRO51Ov R.o7o.. COATWGSYSIEI.t ASm&,wAL'DxtB11 .8118• SYSLNSELTCOATNG•U.0 .1191' - - .axi• sx'- .In9. (� � r.�ta•.(-�('? a Fy`191A k511YEDSiae9(ITH). �'• .49eJ1 FW=198.91d(TesaESTTsx:'tq (A SLATS L.7or :7xG' apr= -7er ..7� •I ,�c 1� STARTER SLAT .ear Lcia• .6863-TB ALUMINUMA L., QBASE.SLAT 4 '37x•. '8063T6ALUlANUM ALLOY .DETAIL:B SCALE:fy=37.51W(min.) QM PLUMINUM ALLOY �'SCALE.Ix I- SCALE:1?.-7' a.eJl' ao0' .673'. .1G0• .Ix.rl.xeo• .I6e'9xs• •u!•1.¢tn" ACETAL BUSHING .8.009• 6009' O. BUILD•OUTTUBE (USE W1 OPTIONS ti AND R) 6063-TBALNAINUM ALLOY t .SCALE:17-1• 13USKNO SPECS. • 8 m �f.O W DErasnr.IAokW .2 TWISLE MODlA1-,3"kd S J Q ) TENSIIP STRESS ATYRDC S-134 1m .175' +.760' Z.�7e' '� i119AxiAL MODULUS,6801x1 ��---T711 I{ t75' QOO NOTCHED IMPACT:6.5 UW a yI 1EAno• ©RETAINING SYSTEM:SCREW+BUSHING OD SIDE RAIL * OE BUILD-OUT TUBE E1 BUILD-OUT TUBE (REO'D.AT EEVE7RY SLAT) 6063-T6ALUWNUM ALLOY 6063-T6 ALUMINUM ALLOY 6063-TB ALUMINUM ALLOYSCALE 7/C-r SCALE yr-1' SCALE:f?-f• E3 BUILD-OUT TUBE *MUST BE REVIEWED BY PRODUCT MANUFACTURER 8063-76 ALUMINUM ALL SCALE f2=r , TO ALLOW FOR A MINIMUM 0.050'CLEMANCE 4.ppy soca' 6.000• BE WEEN,SCREW HEAD AND CAVITY WALL AT NON I - 2.000' HURRICANE POSTRONS• `2.000• zo.--j 7A00• 2.000•I 8.x00' aso• i QH V4'0x314°ITWIBUILOEX TEK SCREW (>w) CARBON STEEL SCALE t2-t' t I i .750• .7J9• y - � a5D a50• 'S0) OI 5116'OITVJIBUILDEXTAPCONXLANCHOR CARBON STEEL SCALE:1?•V O 318'OHILTI.INC.KWIKBOLT 3ANCHOR Q STORM BAR © 4"x7"'T MULLION a G3. 2"xT"T'MULLION CARBON STEEL 6061-TO ALLOY OF TRAPPED ANGLE © 60x6"MULLION G1 4"xTOMULLION Tb,' SCALE:+rr•+ 8081-T8 ALUMINVM ALLOY 8041-Te ALUMRMIALLOY. 6067-T6ALUMINUh# M.•u.. _�S/ 6081.78 ALUMINUM ALLOY SCALE IA'v t' 8083-Tauu66NUMAu.oY S,CALEJIB•°1• SCALE I- scuE;3re•gh •r' �' scuE:x+6•-r FLORIDA BUILDING CODE (High Velocity Hurricane Zorn) SCALE:Vr•r AAD-44167 02017 nLTEco INC. Nautilus cRA c -0 y�e "*-C Impact Protective Rolling System o6jATE 1L ECO INC. DATE �o�; TILUT TESTING 3 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. COMPONENTS .. Aa6 mr:oem.se.sI.3-5. rA 1626 S.W. UCIE.BILTMORE STREET+984 17-243 9�/ R+O Flrow i..)871-1630.r..:p0sp71-ISII PORT ST.LUCIE.R.34994 S4 a mad:GRaceOoei.cam DRAWING 7111 • En,-OD06719 ANCNE:(600)719-9050.rA%:(777)67f-0990 �I--• YlP4'ER A TILLR Jr..P-E. •v° w P:E;Jj ••• E/DATE FT.ORIOn Lia 0 44167 SHEET 2 of 2s II I I I i 14 1J 14 14 0,21 4 12 2 �. 15 to 18 1 SIDE/END CAP (CAST ALUM. OR EXTRUDED) • 2 HOUSING (BACK & TOP) .040° THICK 14• Qe O ° /� 3 HOUSING (FRONT & BOTTOM) .040" THICK 5 t 4 SPRING BRACKET + ° 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) 1 : 17 ♦ ° 8 SIDE RAIL (COVER SECTION) q 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-1.0 .® 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR �® 13 MOTOR BRACKET 14 . SPRING, GEAR & MOTOR BRACKET BOLTS e d 15 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY AT EVERY SLAT d 19 OCTAGONAL AXLE FASTENERS 20. 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE d 22 GEAR - PLASTIC OR ZAMAC CASING d N 23 UNIVERSAL WITH DRIVE SHAFT �0 24 .60MM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING d BOX& END CAP ASSEMBLY COMPONENTS d ;o •:.SERA; ,• ,«••"•'••.,'S/•�: FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 TILTECO INC. DRAWN BY. 11 _ Nautilus L.C. Impact Protective Rolling System 0e/24/77 �r . ..1L. ECO INC. DATE TILLR TESTING d ENGINEEgINC.COMPANY EXPERT SHUTTER SERVICES INC. --m G.11- 1626 S.W.ENLTMORE STREET 17-243 Oj�• Q, vk,.d:,Q0l16Tt-tv6.ra::polleTt-1611 PORE ST.LUGE,FL 34964 pp 2-mal:llllec°Oacl.ecm om NG=�(1•�••�rl���••�•• ,� reGNE:(eCO)748-9056,FAX.-())2)VI-0920 Eq-0006714 enc ` • WALTER A.TILLR Jr.P.E. ATE FLORIDA Lia 1 44 67 1ary•/!• en SNEFT 5 Of ZG i BOX VY/6 & Y/7rBOX V/9 K 0(TyRRE) V/9 PF�AR Y/6 & Y/7 �1.. END CAP -END CAP END CAP I $' END CAP SLATS .SLATS p2, 62 SLATS SLATS SLATS SLATS #4 .84 rr SLATS SLATS U x _ A5 n �$ SLATS SLATS 0SLATS 0/8 �z 0/8 SLLATS 0/8 0'.//8 0/8 W 0'/9 0'/9 7 of SS7 LATS LATS w B SLATS p �E��(Typ. (Typ. Ea. END) i END) S9 9 LATS T SLATS (Typ.) I MOO.) 10 N10 / � � SLATS STORM LIAR$PACIN W71 �SLATS do Y/7 (SEE SHEET 22) i �, V/9 ®Y/6 & Y/7 (SEE SCHEDULES ON SHEETS 13&20) \� Mor.SLAT SPAN' P L SI GI E UNIT AT ON W10 STO M BA S * #* (SEE SCHEDULES ON.SHEET 15) NOTE: .SEE SHEETS 2 & 3 FOR COMPONENTS NOMEN- E. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, rL.rs. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: * CASE 1: PRODUCT HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/0 STORM BARS, W/STORM BARS OR W/STORM BARS& MULLIONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START W/#1 SLATS AT TOP; FOLLOWED BY#2, #3...... THEREAFTER,ALL THE WAY DOWN; EACH SLAT W SHALL CONSIST OF MIN.FIVE(5) SLATS OF THAT SLAT NUMBER:PROCEDURE FOR ADDING SLATS DOWNWARD BELOW'N.1 SLAT SHALL BE CONTINUED UNTIL TOTAL PRODUCT HEIGHT IS COMPLETED. QUANTITY.OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH PRODUCT'S HEIGHT. (b) BOTTOM SLAT@ MUSTBE ALWAYS INSTALLED. ��V(tp•a•�/ ** CASE 2: PRODUCT HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM �s'••�',•"TT•??.•...••"• A'•�, FLORIDA BUILDING CODE(High Velocity Hurricane Zone) BARS.AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0-. d• rA_ C 2017 TILTECO WC. • OPAWN Br. (a)CURTAIN SHALL START w/#1 SLATS AT TOP, FOLLOWED BY#2, 03. .....THEREAFTER,ALL t• 1q1,641 t - Nautilus LC. THE WAY DOWN EACH SLAT# SHALL CONSIST OF MIN.FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE a. Impact Protective Rolling System os/zs/n CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER $10 SLAT IS INSTALLED,ADDITIONAL#10 � � � ! 'L ECO INC: DATE SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. S ,0 �"�( �; A� TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. _ ( Q sus 1u.sss,,.sc,sv bs-vxcaen ww.-n..vNs 1626 S.W.BILTMORE STREET 17-243 0 * .. A gym•,Isos en+lsss,sn.(xs)eT1-+sn PORT Si.LUCIE,FL.34981 (b)BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. ��(F , 1 ,,� a-moa:cite cnsol.rom ase(ma)7a9"m.FAx:(n2)an-s66s NO pe EB-0006714 � '! WALTERALTIRLN P.E., maaw drt G'.��ATE FLORIDA' f Max.MULLION SPACING y/_1 100R W-1 1DA OR. MULLION (SEE.SCHEDULE / / Max(SEE SCHEDULE LNG W-1/10OR W-1/10A OR oh SHEETS 24,25&26) W-2/11 OR'11-2/11A OR: ( W=2/11 OR W-2/11A OR ON �W 3/ ,2 &1SHEETS 24 5 26) 2 OR W-3/12A OR W-3/12 04 W-3/12A OR K ®REATL W-4/1.3 OR W-4/13A Box �a©a W-4/13 OR W-4/13A V/9 (TY.) './/" i' !i//:�;�' /.. 'i'. :%'i �./ jam'•'/.r. `.ii%� /.: .\ i _ ^� "il'. /,,,: .'�,: BOX E CAP, I END CAP n l i I, it I I I I I I SLATS I. .I I I I SLATS II II I I I I SLATS I I I I I SLATS I II i I I I I SLATS N I I I I' SLATS 4 an i :48 ;7 I P 8�P/8 1 I 4 r i SLATS aN a s Q'. i I Q' 8. SlATS #8 oc+ yw I 11 I I #5 oz ® I I I 1 1 SLATS J 1n. rn I I IW­ R/8 SLATS w ❑ri z ® I I I o Q I I I I I 2 z Q r I of i i i i SLATS N 0 o w /8 I Q B I I ISATS z -+ or I or I I I I O w Q,/8 ! Q' 8 I I I I #7 �O W 0'/8 I I I I (17 W Z �w A I I i i R 8 sATs Q � Ai SLATS T ) or or I = w -' #8 H (YP•i I R'/8 I I R'/8 SLATS o (TVPJ , R'/8 I I R/8 SLATS w I I I D w I / , ,, D v I 11 w - R/8 I II #9 !1 Ea. END) R'/ 1 1 8 1 1 i t (TYP• Ea. END) R/9 i i R/8 i i Ts i R/8 i i R/8 i i SLATS 1 Or I l °r 1 1 I 'I Lft- or j i or i! I I R�/ i i R/8 I I 10 I a n R'/B-"I I R'/8 n n I II y10 1 1 SLATS I 1 I i Li I ! SLATS W-1/10 OR W110A OR _ O MAX.STORM BAR SPACINI W-1/1 OR W 1/10A OR - B W-2/11 OR W-2/11A OR o (SEE SHEET 22) W-2/11 OR W 2/11A OR W-3/12 OR W-3/12A OR (TYP•) W 3/12 OR.W 3/12A OR V/9 (TYP•) W-4/13 OR W-4/13A I W-4 13 OR W_4 13A Max. SLAT SPAN (TYP.) Maz. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON Max: SLAT SPAN (TYP.)IMax. SLAT'SPAN SHEET 15) SHEET 15), (SEE SCHEDULES ON (SEE SCHEDULES ON - TY?ICAC CONSECUTIVE SINGLE UNIT ELEVATION *, ** SHEET 15) SHEET 15) W/ MULLION & W/O STORM BARS TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. W/ MULLION & W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT N.T.S. * CASE.1: PRODUCT.HEIGHT EQUAL OR LESS:'THAN 11'=0'.APPLICABLE TO INSTALLATIONS W/O STORM BARS,'N/ :STORM BAPS OR W/STORM BARS &MULLIONS W/HEIGHTS-UP TO 11'-0•. (d) CURTAIN SHALL START W/ F1 SLATS AT TOP, FOLLOWED BY#2. @3, .....THEREAFTER ALL THE WAY DOWN.EACH SLAT# SHALL CONSIST OF FIVE(5)SLATS.OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARDBELOW #1 SLAT SHALL BE NUMBERINSTALLED BEFORE CONTINUE SLATI1BTMAYLVPRODUCT WITH PRODUCT HEIGHT. QUANTITY OF RNA SLAT 1111,dp�y(cp A.•�+j(�[� �•�•••'•. FLORIDA BUILDING CODE(High Velocity Hurricane Zone) (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. C2017 OL1EC0 1Nc. • MINNtTW. ** CASE 2 PRODUCT HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATION W/0_STORM BAR AI{D W/MULLIONS � y�Lq�1 : Nautilus W/HEIGHTS LARGER THAN 11'-0•.. k. I ""� _ Impact Protective Rolling System DIIA4/17 �L E C Q I N c. DATE (a) CURTAIN SHALL START W/ 1 SLATS AT TOP, FOLLOWED BY#2. #3, ...:.THEREAFTER ALL THE WAY DOWN. EACH .,9j , l EXPERT SHUTTER SERVICES INC. • _ i TIWT TESTING.#ENGINEERING.GOMPANI' SLAT R SHALL CONSIST OF FIVE(5)SLATS OF THAT SLOT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD O xveNu ewa-urs,n.eves 1626 S.W.BILTNORE STREET 17-243 BELOW R1 SLAT.SHALL BE LOMINUE UNTIL(f 10 SLAT IS INSTALLED.AFTER X10 SLAT IS INSTALLED.ADORIONA •••'2O \\a Pte'a r�"(BHT' PORT.SL LUCIE,FL.34984 {0 Ut...OooLecT dlAwew xb X10 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. s� ••�•••.....••••••• 1\ E8-0008719 PRONG(e00)74p-voce,FM-(772)enwwv WALTER A TILUT Jr.P.E. (b) BOTTOM SLATQB.MUST BE ALWAYS INSTALLED. P:E. A f{t},E FLORIN LIE./44167 �, Mn m SHEET S.OF26 5/I6"0'TAPCONS.XL W/ POURED 5/16'0 TAPCONS XL W/2 1/4"Min. 1"xI7xl/87 OR 2'x2"xi/8" 1/4"0.3/4"ITW BUILDDf TEK SCREWS 2 1/4'Min. EMBEDMENT CONCREfEI EMBEDMENT Qt 1.0.0.x0.060•CALV. ALUMINUf1 TUBE {yI'O.D.z0.060'GALVANIZED STEEL k 1'O.D.x0:0. GALV.. REO'D STEEL WASHER 0 24"o.c. / i 5/16"0 TAPCONS XL W WASHER 0 24"o.c. STEEL WASHER 0 24'o:c. / / 2 1/4 Min.EMBEDMENT 0 24" c.c. O 1. POURED CONCRETE POURED CONCRETE,I OR GROUT FILLED j OR GROUT FILLED CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. O �_ J T EDGE OE/ EDGE OJ- OPENING NO CAP i 7—; OPENING NO CAP ND'CAP II li EXISTING / GBLYONI O EGL S--ING ,ii �. (BEYOND) ( D i1 i (BEYOND) j SEE ANCHOR at ' _ ANCHORSEE SCHEDULES ON ( w SCHEDULES GSHEETS 16, 17 N s SEE ANCHOR F :i x do w SHEETS 16, 17 SCHEDULES ON , 18 o sNEs 16,A o17 A18 o�z� 0 Min. SEPARATION i Min. SEPARATION o.�.{ Min. SEPARATION TO CLASS TO GLASS k I 1� TO GLASS is w D(iSIOR EXTfltIDR a w (SEE SCHEDULES, (SEE EXTEMOR w (SEE SCHEDULES, I N ON SHEET 15) ON SHEET 15) O - ]� ON SHEET 15) I " E1 / oR f3 li 0/80/$ /o s ° 0/8 0/8 1I 0/8 POURED CONCRETE O / POURED CONCRETE R GROUT FILLED !; CONCRETE BLOCK POURED CONCRETE �; OR GROUT FILLED ' WALL REQUIRED / OR GROUT FILLED CONCRETE BLOCK I CONCRETE BLOCK WALL REQUIRED EDGE OF WALL REOUIREO /! 41 II ii OPENIN I ! EDGE OF �I n i L OPENING „ .� B di B 2 1/16- 2 1/16- MIN., i6"MIN. E.DQ I '1/2"xl 1/2•x0.062"xCONL ALUM. / /��- - �'L j MIN. E:D. / '1 j_2-W.0.062".CONT. 5/16'4 TAPCONS XL W ANGLE W/VIVO TAPCONS XL,IV/ / % 1 -A1UM.ANGLE .2 1/4"Min. EMBEDlAENT � 2 1/4"Min. EMBEDMENT 0 24"a.c. POURED CONCRETE 5/16"0 TAPCONS XL W/ ✓ T ® 24"ox, (fc=3 ksi.Min.).REO'D. 2 1'/4"Min: EMBEDMENT WALL MOUNTING' FLOORICEILING)TRAPPED MOUNTING' ®24'o,c. BUILD-OUT MOUNTING' SECTIONS r •({QT$; SECTIONS Y—Y: BOX MAY BE ALTERNATIVELY ATTACHED "••., '; FLORIDA BUILDING CODE(High Velocity Hurricane Zone) TOA WOOD CEILING FOLLOWING SPECS ON SHEETTO A'WOOD CEILING FOLLOWING SPECS ON SHEET 7� 4y f' - C 2017 TILTECO INC. • CRAMN In, r = Nautilus �� INSTALLATION DETAILS ON EXISTING POURED *� WI-pactr�o"`v"`R°HingSys" C9;2""DA>E J]J TICCIT TESTNa R ENOINEERINC COMPANY EXPERT SHUTTER SERVICES `INC. CONCRETE OR GROUT FILLED CELL CONCRETE =o ; Q,,� �;.�,,�; ; „�; t •��'ee 1626 S.W.BILTMCRESTREET 17-243 PORT ST.LUCIE.FL.34984 BLOCK BUILDINGS = '� 0R1° " °-m°®WALTER A�°�°1;°°m Pd0 S:(e07)]41-1,F° (]R)e]IIll DRAWING No SCALE: 3/16' 1' YI•VOFLORIDA Oc. -4167,DATE. Hurt 4r.P.E. p°z l AV. SHEtT 8 OF 26 5/16"0 TA=CONS XL W/ 5/16"0 TAPCONS%L W/ :1/4'0x3/4'RW BUILDER.5/16'0 TAPCGh3 XL W/ T/4.0.3/4'RW BIRII a 5/16'0 TAPO)NS XL B/ 2.1/2-Min.PENETRATION& 2 1/2'Min,P--ENETRATION& TEK SCREWS W/1- 2 1/2'11n.PENETRATION& TD,SCREWS W/1• 2 1/1'Ka PENETRATION& I'O.D.xO.060"GALV.STEEL 1"O.D.MO.060'-GALV.STEEL 1"x111 B"OR O,D..0.060'GALVANIZED I'O.Dx0.D60"G+LV.STEEL EXISTING WOW 111'.1 8'OR G.D.YJ.060•GALYAAEZED J"O.D..000P G&V.SRO WASHER O 24' .c,TO WALL WASHER 0 24' .c.TO 1YFLL EXISTING'WOOfI / / EXISTING WOOD EXISTING WOODTPUSSES OR 2'x2'Si/B' 7RVS5T.5 Oa 21211/8' SIEEL,WA54ER 0 24' TRUSSES OR RPF7ER. OR TO TRUSSES/RAFTERS STEELOWASft 0 24' 1M1AERU24-o.c, WASHER 24' 10 / '—TRUSSES.OR RAFTER OR TO TRUSSES/RAFTERS RpP1Efl ALUMINUM TUBE o c I /RAFTERS(OPIIORAL I TO WW.ATIACHVENT) PAPIER i NUN ae.TO WNl_ iRU556 ALLV- TO W.F/06QJ 5/16.0 TAPCONS XL 5/16'0 7APCONS%L PENETRATION - W/.2 1/2'Win. .. . T: O 21 o;c. .. PENETRATION .. 2S8'xLY]NLR I (2)2'x4.OR WOOD HEADER WOOD HEADER (2)2'x4'OR (2)2'x4'OR REQUIREDREQUIRED I 2"x8'CONT. 2'x6'CONT. WOOD HEADER WOOD HEADER REOUIRm REQUIRED _ .�A� OKWIC j 'D CAP EDGE 1�\ \ - END CAP I EDGE I END CAP EDGE I \\ (' 1 OPENING ` ( OPENING DPQIING ;\I \ EN0 UP z 1 D o 1 EXISTING , EXISTING 1 D w (BLllSYONO), j ' EXIER1d2. p� (BEYOO14D) �. I GLASS—LASSNG + EXfHaOR GLASS EXISTING I F7R�R 8 I I 4 I z (BEYOND)- I I n (BEYOND) I { (z)z 14 Oa { I i OR 3 T ! A w q ©DR 3 A a{ ( 11 i (2)2"x4'OR Min. O T'WO ( TOAGLA sN E7(IFADR s 22)6z•coNrR\• { Min. ... v CONT.WOOD i t SEPARATION 2"x6"CONT. SEPARATION STUD 0 16" , ` 1 1� s71EL{7a C+ r rli WOOD SZ10 t .1 TO CLASS WOOD STUD ` �({�� \ TO GLASS 3 O.C.MAX. ' \i'1 \ SNEEf 20) = 3 `\•1,II p' 3 0 i6"O.C. ' 1 5 \ (SR sQiFU11E ON L 0 16'O.C. l.,t ' (SEE-rEIXriE 0`+ REQUIRED. q MAX.REOUIRED 7 SHEET 20) MAX.REQUIRED ,j SH_'7 20 SEE SHEET I I - EE ANCHORS (j .F Min..T (SEE SHEET 20) SCHEDULE SEPARATION (SEE SHEET 20) c ON SHEET 21 o c I I TO GLASS I\ (SEE ScRaXtE cx sxm 20) Tb 0/8 I f p/H 'I OSE! \I O�8 I (2))214'OR SEE ANCHORS R I SEE MCHORS 1 I 1011 FINISH EDGE 11 i (2)CONT. ` \I \\ $CHEOULE & 1 ! --SCHEDULE j I OPENING I1 STUD O G 60 11�`( 1\ ON SHEET 21 EDGE OF I 1 (. ON SHEET 21 f II p 1 OPENING I( ( 111 1 I ' B D.C.Lux. + REOURm: SEE ANCHORS ' t E.O. ' .1 1/2'x1 1/2'xo.asz' (sEE SHEET t` 2'x4•xO.OSYxcONT. 11. `i -SCHEDULE ` E_ xLONT.ALUM:ANGLE .20) I \L 4_\rE: A!UM.RJGLE \ T ON SHEET 21 \\\ .5/16'0 TAPCONS%L �'f \\// 1 "OTAPCONS XLPENETRAiIONMn. O�8 \\ O�8' ��� W/2 1/2-Mn._WALLO 24'o.c, PENETRATIION'x4'OR 2'x FlIey12"x4'OR Yx6" _ \( W-LL Fl.WSF1 O 24' .. O�8 O�8 I CONT.W000 I \\\ RN54 2'x4'OR 2"x- 2"x4"OR Y \ EXISTING WOOD CONT,WOOD \ CONT.W000 ! CrNI.WOOD ! I Omm OR WOO BOTTOM PLATE 1 I DECY,OR BOTTOM PLATE I EXISTING WOOD 1 BOTTOM PLATE '. EXISTING WOOD 80TTOM PLATE !.REOUIRED' t, DECK OR I CONCRETE SLAB CONCRETE SLAB REQUIRED DECK OR !REOUIflm [(SEE SHEET 20) REQUIRED, (SEE SHEET 20 CONCRRE SLAB rCONCRETE:SLAB REQUIRED ^REQUIRED.- ) B RECUiRm. (SEE SN-eET 20} REQUIRED,. (SEE SHEEiT 20) B F AP L FACE WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIS,TJ•NG WOOD BUILDINGS N.,w 0.T ��,� •••••• ~�' FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ttr RR : C201 rLTECO INC. *jauyf1Jus jDPADRAMBr, L jr LC_ Ipact Fotectle olling System 08/24/17 -FL EONC DATE: TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Q• -� p ..,•xr.Oen s+,u..001,xxam orma+t n v+ee 1626 S.W.BILTMORE STREET 17_24.3 T_�� •,0.7�� \ >Aa.:(Sos)en-luo.ra.:(lmpn-+m1 PORT ST.ELICIT,FL.74984 �'FQS�'•••• '�6�,Et4t, x-meJ��000671o'eom p+pHC.(80])749-90:6.PAX:(7T2)871-0990 SMO No l''•��''�E'' WALTER A.TILL(E Jr.P.E.�/DATE FLORIDA Lia}.44167 a-ata p•/+ SHM 7 OE%. Ar,E.D. POURED CONCRETE fin.E.D. OR GROUT FILLED F —M•°'E.D. _" O/ \:/OR.00 ODRO� POURED OI OR ,I POURED CONCRETE BLOCK POURED CONCRETE OR. OR OOR `) -CONCRETE OR (SEE SCHEOULES.ON (SEE SCHEDULES ON GROUT FILLED (SEE SCHEDULES ON GROUT n._ SHEETS.17&.18) SHEETS 17 k 1B) CONCRETE BLOCK SHEETS 17& 18) GROUT FILLED K (SEE SCHEDULES ON. CONCRETE CONCRETE BLOCK SHEETS 17 k 18) BLocH z7so' _ ..� \ tx H ®4'D:c: q OR E s4e 3.452 A oR E3 r�—Z oR 1 A A /2•,1/4• OR 1/8'SUP E' 1/2 2•, 1/4' 0 4•O.C. �_� OR 1/8'SLw D oR/Z%a�/s4LIP Z"J 4•°'C' V2', SECTION W� STORM BARS FLUSH MOUNT (WALL) \\` OR 1 eSUP \ TRAPPED FOUNT BUILD-OUT MOUNTSECTION P-P SECTIONS 0-0 (PLAN) BUILD—OUT -� SCALFi 3/16'-1;' INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BL INGS SCALE:1/4•_I- G GR G ©OR�1 h AOR© ©OR G v F H A 2.750• fv0 4'ox: H A H * ®a`o.c. H 4•o.c. II A 1 6 4'o.e. ®4 o.c. A ,1/i• 1 a.e. AOD OR i/B'SUP SECTION 0'—Q' (PLAN) R 1/8-i4 R 1/'S `Op �— ORIENTATION 1 OR.1/8'SLIP OR.I/B•SLIP i/2, 1/l' 1/2'; 1/i' 1/2', 1/4' 1/2' 1/4' D OR 1/e'SLIP OR.1/8'SJP '-OR 1/8'SUP OR 1/8'SLIP _O WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION Q (PLAN) SECTION R=R (PLAN) SECTION R'-R' (PLAN) H ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION .#2 A D 4•a.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS P y 1G�&tG� ``\ , SGLE:1/4'.1' -1/2=:i/a• 1/2'. — (2) 2.114 OR D OR 1/8'SLIP OR 1/8'SLIP 2"x6" STUD 1 I �J (2) 2"W OR , 1 (SEE SHEET 20) C0', (SEE SCHEDULE OR G 2"W STUD 1 / I ON SHEET 21) * ALTERNATIVELY TO QH A (SEE SHEET 20) Eo.-E0. �+ (SEE SCHEDULE LAIN. 1/2" 1/4"O-2Ox3/4" S.S. M.S. 1 DN SHEET V) PLYVrooD� f j W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) THIN. 1/2• j t t t ORIENTATION #2 FOR THS CONNECTION I PLYWOOD ; S i 1` ' WALL MOUNT END & INTERIOR MULLION QOR E3 1.7sD•---zasa• 2.oR.,. . A T�w�.. D R 1/1/4. H ,TP�•f.... O FLORIDA BUILDING CODE(High Velocity Hurricane Zone OR 1 a'SUP A ®4'O.c. 1/2', 1/4' \ •�' ( 9 Y ) a OR 1/8•SLIP \ \ . C 2017 TLTECO INC. LxUWN B1': FLUSH MOUNT (WALL) : 14b°44167• a Nautilus La BUILD-OUT MOUNT 7* * 1* Impact Protective Rolling System 08/24/17 SECTIONS 0'-0' (PLANT ? �L E C O�M�. DATE A,� \ -TILUT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �\ aw.N.a san.n:s".am zm+u wrov,s.n ss+te 1626 S.W.BILTMORE STREET 17-2+3 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS -� �T�'coy �,� .tilt 0-1—T,-,v1 PRaNE ieoo s-xselE.vx(m)een-°sa° A, �j� TI FB-0°067:9 DRAW040 11. SCb1E:1/4- 1' '.f7Tts-� �- WALTER A.7ILLR Jr.P.E P.E.?JWAj�y%yyUi1��0ATE iLOTBDA LTL.A 44167 vnv+ SHEET'8 OF 25 1/2" Min. E.D. 3" D 1/2"Min.,E. FOR 3/8*0 CALK-IN ANCHORS 3" Min. E.D. 3'Min..E.0 FOR 1/40 SCUD-SET ANCHORS (4) 3/8"0 CALK=IN ANCHORS OR Min. E.D. / (4) 1/4"0 SOLID-SET ANCHORS OR Min. E.D.---�-FOR 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS. (4) 3/8'0 MA'BOLT TZ EXPANSION ANCHORS OR 1/8"Min. E.D "1/8'Min. E.D..---FOR 5/16"o TAPCON XL ANCHORS (4) 5/16"0 TAPCON XL_ANCHORS EDGE OF SLAB EDGE OF SLAB 5/16'0 TAPCONS'XL W/' IF APPUCASLE IF APPLICABLE 2 1/4Min.EMBEDMENT 1"r3" 1" (4) ANCHORS* PER STORM BAR & 1"O.D.x0.060'CALV. CONNECTION,- SEE TABLE.2 ON SHEET' ./ -STEEL WASHER 0.24'ox. t" 23 (Typ. TOP &BOTTOM) 4" Min. POURED CONCRET :� 2" Q Q POURED CONCRETE �'! 2^ K EXTERjOR (f'c-3 Kai)5'min. p (f'c-3 Kai) 5"min. THICKNESS REO'D. II 5/16'0 TAPCONS XL THICKNESS REO'D. Ii W/2 1/4"Mi.. ! 2^ q ® 2"x2"xI/8'xO'-5"(6063-T6 ALLOY) II I I EMBEDMENT& " • ALUMINUM ANGLE Flt.SIDE W/ ii I I 1"O.D.x0.060"GALV. tl I I STEEL WASHER® i 5" (TE)(1SCREWS 4T0/4'ITO STORM BAR(K% :2a"o.o. ! 2' Q Q BOX SECTION S-S (Typ. TOP & BOTTOM) F I r I ii I II e K I I WK84E SCREW FULLY BOX ( EYBEWED INTO ANCHOR ANCHOR " DETAIL A I'. T SEE STEP 3 ON SHEET 14 FOR SPECIAL 1 1/4" Min.-�{ I TREATMENT FOR WIND ZONES 1 THRU 3 ¢ r II I N w I * 1/4'0-20 OR 3/B"0-16 MACHINE.SCREWS USED JOINTLY W/ m 2 1/4"0 x 3/4"SOLID-SET OR 3/8"0 x 1 1/4"CALK-IN ANCHORS w t Min. II� 'I I EXTERIOR RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME SEPARATION TO p II I li STORM BARS ARE REMOVED. (SEE DET.A). �j(SEE SCHEDULE§.ONI! A I !� I; \/ (2)3/8-0 CALK-IN ANCHORS OR 7 I': SHEETS 15 & 16) i' - ' 1 1/4' MIn'�ny--� BEYOND (2) 1/4-0 SOLID SET ANCHORS OR EXTERIOR 1 in n I I Afi� (2)3/8"0 KWIK BOLT TZ EYPANSION I ! ANCHORS OR w SEPARATION TO I GLASS (2)5/16'0 TAPCON XL ANCHORS N K I I IL 0(SEE SCHEDULES ONI' ..I A % 2)ANCHORS` PER STORM li I II SHEETS 15 & 16) I• I. BEYOND EXISTING 1" 4" BAR CONNECTION, BEE TABLE i! I GLASS -�j I 3 ON SHEL;23 (Typ. TOP & 1' BOTTOM) EXISTING ® ii ® 1' GLASS S1 K DIEwNR. is I I S1 (TVP.TOP/BOTTOM);] 2' (1YP.TCF/BOT'-GM) 2"x2"x1/8"x0'-5" (6063-T6 ALLOY) 2"' 9 ALUMINUM ANGLE FA.SIDE W/ - I (2).1/4"0-14x3/4' ITW JUILDEX TEK I' 1 S 8 5+ SCREWS TO STORM BARQq (T)P.TOP/BOTTOM)II I (TYP.TOP/6OTT011) (Ty,. TOP & BOTTOM) f//2/ g MIN. E.D. E.D. SECTION S1-S1 POURED CONCRETE �' 1/2'zl 1/2"x0:062"zCONT.ALUM. (f'c-3 ksi) 5"min. E ANGLE W/5/16.0 TAPCONS XL W/ IT THICKNESS REO'D. 5/16 0 TAPCONS XL W/ 7 2 1/4"Min. EMBEDMENT 0 24"o:c. 2 1/4 Mi,. EMBEDMENT 0 24 a c ff EDGE OF SLAB /POURED CONCRETE EDGE OF SLAB/`I WALL MOON J �. 1�T IF APPLICABLE (Ye�3 ki)5 ma I.---- I THICKNESS REO D. I IF APPLICABLE \\ • •• '•.•� FLORIDA BUILDING CODE(High Velocity Hurricane Zone) I--4 1/2 Min. E:D. � 1/Y Mir E.D. -FOR 3/8.0 CALK-IN ANCHORS \ p �L,, 02017 TLTECO`INC. �T �] I•�3 Min. E.D. �--3 Min. E.D.— FOR 1/4.0 SOLID-SET ANCHORS *t (�•44167 �= 1�au.{.Ilus D�L.C. Min. E.D. (---4 Min. E.C. FOR 3)8"0 KWIK BOLT TZ EXPANSION ANCHORS t p 72upacEProtective Ro117ng System Oe/24/17 I--3 1/8"Min. E.D 3'—?--3 1/8' Min. E.D.--}--FOR'5/16^0 TAPCON XL ANCHORS j�• \ '� G C 0 INC. 024E FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR i� ✓ +Q\`\ TIUIf 7EsnNo Q ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. �\ L...n,>..x1M1 a.sI.Sos,vn¢„ureas;n sslfa 1626 S.W.BILi110RE STREET 17-243 _ :05)911-i9xl,fn:(]95)fn1-t.1 s�S'•••• '• 6\ 1'E\ a—mo11:liReeo600l.eom PORT ST.LUCIE.FL 34984 SECTIONS V �0�...•EN d E:tilt 719 L L`(80)748-9856.FAx:(772)871-0990 DMWING N. 1YFLO R A TILL".W.P.E• �'•1i• o¢ac1tlo1 °m SCALE:3/16'= 1' P.E. � � RE/DATE FLORIDA Lt../44167 1s•om aril m SNCEI 9 W 26 s II Min. E.D. 9 Min. E.D. ---FOR1 3 4'0 KWIK BOLT 1Z EXPANSION ANCHOR .S'® END AND INTERIOR MULLIONS 2� 1.1/2' 3" r.-1 1/2" C&® (ORIENT TION #1)AND END MULLIONSCC & (ORIENTATION (/2) 3" FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION G 3" "Min. E.D. Min.E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). G. . EXTERIOR EDCE OF SLAB T•.Ti I 77 EDGE OF SLAB IF APPLICABLE t i l l 1 1 1 1 IFIF API- PUCABLE 3'x3"xt/27x0'-6" 4" ?�... LI i -11 '- •yI�`` 6� (6061-T6 ALLOY) 3'x3"x1/2'x0'-4" Alum.ANGLE EA. SIDE W/ (2) 3/4"0 T U BOLTS L 3 (6061-T6 ALLOY)Alum. TO MULLION�G & 1 1/2' POURED CONCRETE Ii (fc = J xsi Min.)J I' 3" ANGLE FA SIDE W/ (2) (tj 3/4'0 KWIK.BOLT TZ 8' Min.THICKNESS REO'Dj I AN MULLIONH16�&RU B(1)S3/4"o TO 1 1/2' W/ 6'SIM n. EMBEDMCHORENT 1 1/2" I; E KWIK BOILT7"TZ EXPANSION - 1 1/2' TO POURED CONCRETE I ANCHOR W/'6 Min, (Typ. TOP &BOTTOM) ii EMBEDMENT TO POURED 6" II I CONCRETE (Typ. TOP & e�-4" ''o EXISTING-I-II BOTTOM) "� GLASS I; SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W19* zN -Y Min. (END & INTERIOR MULLION) END & INTERIOR ULLIO It G OR W ORIEN (WI ORIENTATION 1)G 1 TATION 2 3 N . u F u (6"x4°) (4"x 10 ) 0 ?= II 3"x3"x1/2'x0'-4° -4"— 1 1/2" 1 1/2" 1 1/2" 1 1/2" Ln'^ I (6061-T6 ALLOY) 2" - 5" 5" it WMIOR o p I Alum. ANGLE EA. SIDE W/ li (2) 3/4°0,THBOLTS - 3^ -�- 3„ 3• TO MULLION ¢O 1.5& (1) 3/4"0 KWIK BOLT TZ G J I G 1 1v I' EXPANSION ANCHOR :2 Q� $ Of - i. A 11 I- - Q/$ 0[ W/ 6" Min. EMBEDMENT TO R�$ OT' G ,�; R/$ OF POURED CONCRETE (Typ. I ' ! 4' DaIERIOR o V TOP &BOTTOM) 4"EXTERIOR R'/$ EXTERIOR I I s w p I 1 1/2 1 1/2 �v=V I I/2' 4' I X1 9 I I X1 1 1/2' 3"x3'xt/2'xO'-8" (6061-T6 ALLOY) 3"x3"xt/2`x0'-8" (6061-T6 ALLOY) (IYP.TOP/fixro) (Typ._/'O""') Alum. ANGLE EA.SIDE W% 2) 3/4"0 Alum. ANGLE EA..SIDE W/ 2) 3/4"0 1 1/2' THRU BOLTS TO MULLION(V& (2) THRU DOLTS TO MULLION AN& (i) 3/4"0 KWIK BOLT TZ EXPANSION I' 3 4"0 KWIK BOLT TZ E7fPANSION� i' I I"2• 2" ANCHOR W/ 6' Min. EMBEDMENT TO ANCHOR W/ 6"Min. EMBEDMENT TO Ii 3" POURED CONCRETE(Typ. TOP & POURED,CONCRETE (Typ. TOP & 1' . SECTION X1—X1 W/ BOTTOM) BOTTOM) ' POURED CONCRETE (1'c 3'isi Min.) (END & INTERIOR MULLION (END MULLION ONLY) (INTERIOR MULLION ONLY) I I I < 8"Mm.THICKNESS REO'D• ( � N ) ALTERNATIVES SECTION X1-X1 W/. I I I e I I I I W ORIENTATION 1 EDGE OF SLAB L-L i1� I EDGE OF SLAB (6nx4n) IF APPUCABLE IF.APPLICABLE (J ORIENTATION # 2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION "' (A"X8") °Min. E.D. L" Min. E.D. ANCHORS 0 INTERIOR MULLION® I�r1 ^�,- (ORIENTATION O2). t+ AIL BOX NOT 'SHOWN FOR CLARITY Min. E. "Min. E.D.- OR,(1) 3/4°0KWIK BOLT TZ EXPANSION ANCHORS W END AND INTERIOR MULLIONS N r FLORIDA BUILDING CODE(High Velocity Hurricane Zone) C&® (ORIF ATION Mt & 2) AND N0.44167 020171ILTECa.INC, NcZv IlS GOWN Irf- END.MULLION-9(ORIENTATION �2) _ LC. FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS n T)R 61 � lmpacfPro[ecveRolling System 04/24/17SECTIONS W-1 IL ECOi,c. aATE TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION cue zO. 6� ��`` °"' :i>o�eT` +� AT>o`�°� ,�"° ,�oNE 1626i S.W.L�1>.a-9�BT!'°�x vI a9oe 17-243 APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 10A "%s NAL L w�;ER A000 1 P E ¢b PORT ST.WtCIE,FL.3496112)!j_ ORAWM SCALE: 1/8"= 1- P.E. SEAL/ L/ �U�RE/DATE FLORIDA Le.1 44167 nen 1 sxEEr tG avn Min. E.D. Min. E.D. (4) ANCHORS 2" (SEE SCHEDULE M1) (SEE SCHEDULE #w] (SEE SCHEDULE ®1) 6061-T6 ALLOY SEE MAXIMUM G(INTERIOR & EDGE'OF SLAB 4I ( ) O O )&(q)(END do INTERIOR)TRAPPED MOUNTED MULLIONS :IF APPLICABLE EDGE OF SLAB 3" Alum. ANGLE EA � I IFIF APPLICABLE SIDE W/ (2) 1/2"6 y' SPAN C(1YEREDBY SCHEDULE ib'FOP.INSTALLATION CASES I,le&8 ON SHEET 25. THRU BOLTS I TO MULLION (LIMBED LOAD,MUWON SPACING AND SPAN INSTALLATION):. I I ®1 4EXTERXIR WMAIDN C/g I -RESIDENMLANDANDACO MERAS.DC DESIGN RTIONSESSUN:E60UM I II 3" I I 12'=0'MAXIMUM MULLION SPACING: 1 POURED CONCRETE 3'x3"xl/4'x0"-8" I SEE SCHEDULES gt 11102 FOR ADDITIONAL SPECS. II (f'c-3 ksi ARm), (6061-T6 ALLOY) SEE SCHEDULE B1. Alum.ANGLE EA. SIDE 1 1/2' G 1 8"��� .PSWAICN 0.a L-RESIDENTIAL AND COMMERCIAL APPLICATION W/±60.8 pAf. W/(2) 1/2"0 THRU BOLTS TO lAULLION© 1 1/2' MAIGMUM ASID.DESIGN.PRESSURE RATING,8-0' ' RMUM MULLION SPACING. E SCHEDULES I &02 SEFOR ADDITIONAL SPECS. EXISTING-SII " GLASS I ALTERNATIVE SECTION X1 41:W/n* NSRUITION OLS A-COMMERCIAL APPLICATION FOR±100.0 p.s,f.M"UJI Asn. 1 1/2- DESIGN PRESSURE RATING,8'-0'MAXIMUM MULLION o 11 Min. I (4'x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) SPACING.SEE SCHEDULES 111 &02 FOR ADDITIONALII GOR G1 11/2" SPECS. 3:iv u I (2)ANCHORS 3"x3"x1/4'x0'-B" 1 6"- 1 (SEE SCHEDULE.02) (6061-T6 ALLOY) ALTERNATIVE SECTION X1-X1 W/�* Alum.ANGLE EA: SIDE 1 o I W/ (2) 1/2.0 THRU J- BOLTS TO MULLION @t 1Ai I 4"x8' INTERIOR AND END MULLION W ORIENTATION # 1 0 o a� ii G 1 I I 4- - SCHEDULE 01 W Q/8 or Q/8 or I i EXTERIOR = I I INSTALLATION MIN.SLAB MIN.ANCHOR WN'EDGE N R/8 Or II R/8 Or THICKNESS ANCHOR TYPE&SIZE(TTP.TOP a BO D4STANCE FOR 4) ANCHORS CASES EMBEDMENT 11 I I , REWO. ANCHOR � Rr/8 n R./8 SEE SCHEDULE �1). 11/2' - z 3/8'/HILTI INC HUS-H SCREW&3/8"/POWER.FASTENER - II 1 1/2' WEDGE-BOLT ANCHOR FOR©&.®(INTERIOR)MULLIONS- .2 1/2" 5 1/2- W/ORIENTATION 92. 1/2-0 HILD INC'HUS-H SCR &1/2.0 POWER FASTENER X1 �4 II ALTERNATIVE SECTION X1- W/ WEDGE-BOLT ANCHOR FOR Vj(END&INTERIOR)MULLION J' 6• W/ORIENTATION/1. X1 n X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION 2) 1/2'0 HILTI INC KINK BOLT TZ ONLY FOR OO&®INTER OR (T)P.TOP/BOTfOM)i'. (TYP.TOP/BOTTOY) MULLIONS W/ORIENTATION 82)&®(END MULLION W/ 2 1/2- 5 1/2- 1j I 4 4" ORIENTATION a1). II 3•%3'x1/4-x0'-8" 1/2-/HILTI INC HUSH SCR &1/2-/POWER FASTENER { it (6061-T6 ALLOY)Alum. WEDGE-fXILT ANCHOR FOR GOY)+&®(ENO OR.INTERIOR - 3' S' II 3- ANGLE FA SIDE W/(2). 1^ MUWON)W/ORIENTATIONS ft OR/2. II 1" 1/2"0TH BOLTS'TO ------ - I MULLION G1 1/2'0 HILTI INC KWK BOLT TZ ONL FOR G&�,?19NTERIDR MULLIONS W/ORIENTATION#2)&. (END MULI]'ON W/' 3 1/4' 7 1/2" ORIENTATION P7) / - I£DGE.OF SLAB (�� 6"g-EXTERIOR B" 1/2/HILTI INC HUSH SCREW OR 1/2"/POWER FASTENER EDGE OF SIABI IF APPUCABLE ! WEDGE-BOLT ANCHOR SEE•NOTE ON SCHEDULF,_,1b'® 3' B• IF APPLICABLE Min. E.D. �ffI I SHEET 25.VALID FOR END A.INTERIOR MUWONS G& E SEE SCHEDULE O1)� (SEE SCHEDULE Q1)�1 W/ORIENTATIONS/1 OR#2. (4),ANCHORS POURED CONCRETE (SEE SCHEDULE (f 1) 1-I SCHEDULE #2 (rc=3 kst Min.), SEE SCHEDULE fl1. 1 I/2' INSTALLATION MIN'SLAB ANCHOR TYPE.&SIZE(TYP..TOP 3 BOTTOM) MIN.ANCHOR D17Af Z ALTERNATIVE SECTION X1- ;.W= * CASES REO'D. EMBEDMENT ANCHOR FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS n OR(�ii) ;1.A.a 4' 5/8.0HIL71WEDG-BOLT C HUSH SCREW&5/8"0 POWER FASTENER 2 1/2- 7 112 SECTIONS VV-1 (4"x8" INTERIOR AND END MULLION ON��' •. 1.) \ • FLORIDA BUILDING CODE (High Velocity Hurricane Zane) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* i1o.441 7 •; 02011 TILTELa:INC. DRAW ITC NautilusLQ APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS '_''k= ImpactProtecdveRuRlagSystem Win./1T IL EC01NG. IIAE SCALE: t/e"m tO �( \\\ TILL n TEsnxo&ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. /^ O \ asu s4M 5L sl Ue e9lcaea 9MDLN9,n.alive 1626 5 W BILTMORE STREEI17-243 * SIDE RAIL Q AND BOX NOT ��F@s/O�A�.F' Ej1111t Pne.` mc�®4�ro671g`"s Tt-ts�t ARG(7�00�)]9-9aSElE rN (T 2)8171-0990 SWM No SHOWN FOR CLARITY WALTER A n ur�r.P.E P.E. SEAL NATURE/DATE FLORIDA Uc.A 44167n•n m sxm RGA OF 26. EDGE IF APPLICABLE 2"xMULUON DEPTHxf/8" Cont. �, ALUM..TUBE(TOP & BOTTOM) W/ .1 Jq•px3/4'RW BUILDER TEK scREws 7 3/4" 5/16"0 TAPCON5 xL W% 2 1/4" 1/ 1"0.4:x0:060"GALVANIZED STEEL ' MIN. E.D. 2 1/2" Min. EMBEDMENT.® 24" o.c: WASHER. 24"-o.c: Min. E.D 1" 1 9 J2" l I EDGE IF APPLICABLE -- 4" EDGE IF APPUCABLE CONTINUOUS POURED 7 3/4" Min.E- pr ".. CONCRETE(rC=3 W Min. toe I 2. . 2" 8"Min.THICKNESS `- I 7 334"M E.D. 2" REVD. 1 2' 2" I "END CAP2• J POURED CONCRETE w w .7 3/4• 1 (PC = 3 ksi Mlh.) POURED CONCRETE 8" Min. THICKNESS 4,�� Min. E.D. 'EQ. E0. 1 ,EICTERIORR (f'c = 3 ksi Min.) oij \ . REO'D. 8" Min. THICKNESS Fp f-4 I REVD. IDMIOR N OORG1 i I z" �OR G1 ? \ 4. �OR G1 2•, 7 3/4"Min. E. Q/8 Or II Q/8 or 7 3/4' Min. E. . a=u II I I 1 L4"x4"x3/8" o R/8 or a R/8 or L___ y 4"x4"x3/8"(6061-T6 ALLOY) 7 (6061-T6 ALLOY) lum.ANGLE.EA. SIDE. / Alum:ANGLE EA. SIDE. R"•/8 R�/8 J EDGE IF APPUCABLE a.N Ir 1" EDGE IF APPLICABLE 'n EXISTING Ir-Min I I D� (WALL MOUNTED SHOWN,MAY BE , N GLASS I I ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) SECTION X242 W/CG�.OR � JN _s�o /z' I I (END & INTERIOR MULLION)END & INTERIORULL ION �= I Min. E.D 1 1 1/2"xt 1/2"xo.os2"x6DNT. ALUM.; W ORIENTATION � ORIENTATION 1 21 y 7 3/4" ANGLE W/ 1/4"4x3/4" ITW'BUILDEX (6"x4" of 8°%4") Df 41x8"� w MIN. E.D. TEK SCREWS ® 24" o.c. TO TUBE. w ; N I I 1 1/2" CONTINUOUS POURED + SIDE RAIL DQ NOT:SHOWN FOR CLARITY 7� CONCRETE(rc=3 wMin.) \ I j• 14': 8"Min. THICKNESS REO'D. I X2 X2 (1YP.TOP/scmox) ; 1 f/2' 2" (1YP.TOP/BOTTOM) l 7 3/4" 4'x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE 4p MIN. E.D. EO EO EA. SIDE W/ (2)3/4'0 THRU BOLTS TO MULLION ,' t`'TI(4r & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR t�t,t , •• .� W/ 5" Min, EMBEDMENT TO POURED CONCRETE ,�� JCIENS,�� •• EDGE IF APPLICABLE- WALL (1�� TOP & BOTTOM). FLORIDA BUILDING CODE('High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR IG P No. '_* c 2017 TILTECO INC. �Ta u!/1 us DRAWN ST 1r Lc: POURED CONCRETE WALL * Impact PiwecthmRanLugSystem 08/24/17 SECTION W-2 1L. ECO INC. DATE ? p TILLIT 7ESTNC R ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. END&INTERIOR WALL MOUNTED MULLION INSTALLATION* =��FrpR'Q.""T �"P� m _,�. �t;�,y;118 1626 S.W:BILTMORE STREET 17-243 S/ ( e-mall:hTlemtsosl.nm PORT ST.LUCIE.FL 34984 IR AWM ft APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 11A y. NA ,tIf EB-DaD6n9 PHox-(999)T49-9058.FAX(712)971-ossa. WALTER A.TILLIT Jr.P.E SCALE: 1/8'= 1' P.E. SEAL SIGNATURE/DATE FLORIDA Uc.f 4067 m sem. mn.n sxcEr 1.1 OF 26 1/4"ex3/4"ITW BUILDEX TEK SCREWS .EDGE 1F APOLICABLEy EDGE IF APPLICABLE 2"XMULLION DEPTHx1/8"Cont. W/ 1"O.D.x0.060"GALVANIZED STEEL ____1 WASHER 0 24'o.c: ALUM. TUBE (TOP k BOTTOM) W/ 4' EDGE IF APPLICABLE ,'2 2 X1/21\\\\\\\\\ 5/16.0 TAPCONS XL W/ 2 1/4' 7 1/2"Min. E.D. 7 1/2• Min. ED Min. EMBEDMENT 0 24"o.c. ____1_ 2"' MIN. E:D. T 2" t` 7 1/2" Min, E.D. I 4." 2" 1 1 1/4' 2' POURED CONCRETE I f POURED CONCRETE (1'c = 3 ksi Min.). 3 1/2" I \ / (t'c = 3 ksi Min.) 6" Min.:THICKNESS mpg 4" 6" Min.THICKNESS E)(TERIOR REQ'D, 1 1%4' REO'D. 1 2 VG_)OR O 2" 31 '7 1 2' CONTINUOUS POURED 1E0. EQ; i 4" / END CAP 2" ¢ Min. E.D.CONCRETE(rc=3 ksi!(nn.) 1 1 7 1/2'Min. E,D. Z" 7 1/2"Min. E.D. F 6"Min.THICKNESS z REO'D, 1 a' I 4•x4-xt/4' I _ y 4N4.0/4" (6061-T6 ALLOY) (6061-T6 ALLOY) um.ANGLE EA, SIDE OOR G1 T F m EDGE IF APPLICABLE Alum. ANGLE EA.SIDE. � .� +�•`\ i I EDGE IF APPLICABLE I ExtMbR ALTERNATIVE SECTION X2-X2 WG n OR * ALTERNATIVE SECTION X2-X2 W/ (Gy* �o fI (INTERIOR MULLIONS (END & INTERIOR MULLIONS) oii 1 1 ® (W/ ORIENTATION # 2) (W/ ORIENTATION # 1) 0/8 or n 1 i Q/8 or (4"x6" or 4"z8") (8"x4") 'a R/8 or ;i 1 R/8 or o R'/8 R'/S 0SEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR W i�Miin 1 (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & It' ON SHEET 25 :58 EXISTING n D BE ALSO INSTALLED TRAPPED Gess MOUNTED PER SECTION R'-R' (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): n I ON SHEET 8.) INSfN1AT10N CASE I' - RESIDENTIAL AND COMMERCIAL \2 1/2" I APPLICATIONS WITH x-60.8 .p.s.f. Min. E.D 1• 1 1/2"z1 1/2."x0:062".CONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/?" IF ANGLE W/ 1/4"0x3/4" ITW BUILDER RATING, 12'-06 MIN. E.D.. F. TEK SCREWS ® 24" o.c. TO TUBE: PACING: VALID FOR CONNECTION MUM NTO 1 1 4" CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 3 t/z' X2 13 1/2-6" INSTAL xim C45E H' - COMMERCIAL APPLICATION FOR 1100.0 n T0�/B0�) 1 1/4• (rm:TOP/BOTTOM) p:s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" t .t/a" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2" CO.. NUOUS POURED - I ANGLE CONCRETE W/' HILTI INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE rc=3"1`- EO EO �EA. SIDE 1/-0 T6 ALLOY)Alum. UL( - EA. SIDE W/ (2) T/2"0 THRU BOLTS TO MULLION _ Mn.) 6" Min. THICKNESS\ & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR �p, �REO'D, W/ 3.1/4 Min: EMBEDMENT TO POURED CONCRETE �,1 `Gj• 'RAIL QD NOT SHOWN FOR.CLARITY WALL. (TYP:'TOP do BOTTOM). 1414,, C., EDGE IF APPLICABLE �4 4 •'••CICR••••''f. FLORIDA BUILDING CODE(High Velocity Hurticane Zone) WALL MOUNTING:MULLIONS -)OR Nautilus 9f, POURED CONCRETE WALL t zo17 nuEco INC. t No.44167 SECTION W-2 Impact Protective Rolling System 08/24/17 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION* "s_ . IL E C O enc. oATE ?� A U�A,' ``4u�Ts w° clv" ��c ma° iit7e EXPERT 16SHUTTER 26 S.W 91 O SERRE VICES INC. 17_243: •••"""'• aV\�_14 a-moll•Llte o0adc m PORT ST.LIICIE.LTM FL 34984 DRAMNG I APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING.INSTALLATIONS S/ �` tilt EB-0006719 0 (800)749-9056.TNt:(772)871-0990. WALTER A.1., Jr.P,E dR SCALE: 7/6" 1" i FLORIDA Ue. M187 ffnaA4u m SKEET IIAOE26 P.E.SEACJSi01WlAti AlE Min. E.D. Min. E.D. OR (1) 3/4"0,KYAK BOLT EXPANSION ANCHORS 0 END MULLION 3"x3"x1/2"xO'-4" (ORIENTATIONS y1 & #2). (6061—T6 ALLOY) Alum. 1 1V2" FOR(2)3/4"0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE W/ (2) " Min. E.O. Min. E.D. ANCHORS-0 INTERIOR MULLION 3/4"0 THRU BOLTS TO "(ORIENTATION, #2).- MULLION�& (1)3/4"0 KWIK BOL TZ EXPANSION EDGE OF SLAB 1r i.I. ILEDGOUF,.BLE ANCHOR IAPPLIAEMBEDMENTTO POURED CONCRETE (Typ.TOP & BOTTOM) G2 7• MERIQR POURED CONCRETE II (1'c - 3 ksi Min.) Ij 3" 8 Min.THICKNESS U' REQ'D. II - II i II I I 3" II II �n XNG_ GLASS Min. - ,• SECTION I oN a G2 (END MULLION ONLY 5N " 1 1/z' DMIOR 4 (W ORIENTATION # 1) 1 1/2• (7"0") 4" X o ® 11 n M Q'/8 0'/8 a a ii G2 4" EXiER10R 4" WEI" m II (P`2 z o II 1 1/2' I 1 1/2' 1 1/2' N 3 (TVP.TOPAWOM) I (lYP.TOP/BOTTOM) L3"K3"xi/2'r.0'=7?(6061=T6 ALLOY) 3x3"x1/2"xO'-7?(6061 —T6 ALLOY) Alum.ANGLE EA. SIDE W 2) 3/4"0 Alum. ANGLE EA. SIDE W/ 2) 3/4-0 II POURED CONCRETE THRU BOLTS TO MULLION g& THRU BOLTS TO MULLION�& II _y Oc - 3 ksi Min.) (1)3/4'0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION 8" Min.THICKNESS ANCHOR W/'6' Min. EMBEDMENT TO ANCHOR W/ 6'Min. EMBEDMENT TO 1" REO'D. POURED CONCRETE (Typ.TOP & POURED.CONCRETE (Typ, TOP & / BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF SLAB �' ; ' '1.]- KEDGE.OF SLAB ALTERNATIVE SECTIONS:X3-X3.W/.G?, IF AFPO ABLE ' IF APPLICABLE (W/ ORIENTATION 2) FOR (2) 3/4"0 KWIK BOLT TZ E PANSION (4"X7°) Min. E.D� I �--g" Min, E.D, ANCHORS 0 INTERIOR MULLION (ORIENTATION ®2). �1E�'�(�PL T/(/� _ * SIDE RAIL Q AND BOX NOT SHOWN FOR Min. E.D. B" Min. E.D. OR (1) 3/4"0 KWIK BOLT EXPANSION �1.1 ' Qom' f�. "'••..;`T '° CLARITY. ANCHORS& END MULLION ���`.•'•Jy '•.•�• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) (ORIENTATIONS eft &'(f2). t a c2017 iiLTEm INC. Nau�]us DRAM IV(: FLOOR TO.OEILING/TRAPPED MOUNTING:MULLION � �•44167 = („jt SECTION VI Impact Protective R0111ng SYS— 08/24/17 �C IL E C O INC. - DATE %END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * '_� ] ? TILLTf TESTING a ENGINEERING COUPANY EXPERT SHUTTER SERVICES INC. = 1, n>u° f N,11/0 E (Sit ly u166 t626.5.W.BILTUORE 54984 TREd 17-243 POITT APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE WI LIMITATIONS COVERED ON SHEET 12A �ONpLE Al,L' WALTER A E°oGGe.9 T PNONE:("O)}9-0G..FAT:11p 81,,20 DRANG IN. �+ WALTTILOT Jr,RE �"•'•' °� �••�• SCALE: 1/8"= 1' P.E. SFJLL?9TG(afA� /DATE FLO DA Lie.1.4161 an•n SHEET 12 or" I Min. E.D. Min. ED. O SEE MAXIMUM© (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN' EDGE OF SLAB I—(SEE SCHEDULE #i) `Z15LL SCHEDULE$1)"1 COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, la & 11 VF AaPurrBLE EDGE EE OF SUB ON SHEET 25. A/ (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS. ii WITH ±60.8 p:s.f. MAXIMUM A.S.D. DESIGN u 3• 3"z3'x1/4"x0'-7" 1" 1" PRESSURE RATING,,12'—O" MAXIMUM it POURED CONCRETE (6061—T6 ALLOY) 6" MULLION SPACING. SE =3 k9.MinLE # Num. ANGLE.EA: SIDE I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ,t SEE SCHEDULE �1. 'W/ (2)'1/2'0 THRU i! BOLTS TO MULLION! 3• INSTALAMON CASE Ia — RESIDENTIAL AND COMMERCIAL APPLICATION W/ 160.8 p.s.f. MAXIMUM A.S.D,. DESIGN EXISTING—�' ( 2" EMIOR PRESSURE RATING, 8''-0" MAXIMUM MULLION WF, GLASS —41 Ms.,", ^ i SPACING F Min. I G3 1 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. F,� I G3 INSTALLATION CASE Il — COMMERCIAL APPLICATION FOR ±100.0 p,s.f. g I EXTERIOR —j~-7 MAXIMUM A.S.D. DESIGN PRESSURE RATING, I I (SEE SCHEDULE Ai)CHORS 8'-0" MAXIMUM MULLION SPACING. SEE = SCHEDULE 1 FOR ADDITIONAL SPECS. V1 ® " ® ALTERNATIVE SECTION M X3 W/CG Q'/8 (W/ ORIENTATION #) SCHEDULE #1 (2"x7" INTERIOR MULLION ONLY) z= ii I MIN. SLAB MIN. EDGE C 1! INSTALLATION ANCHOR TYPE k SIZE MIN. ANCHOR o I/I' II I THICKNESS DISTANCE FOR P CASES REO'D. (TYP._TOP !c BOTTOM) EMBEDMENT .ANCHOR N I • SIDE RAIL @'AND BOX NOT SHOWN 3/8"4 HILT] INC HUS—H i I FOR CLARITY: SCREW, I 4" 3/8"0 POWER FASTENER 2 1/2" 5 1/27 X3 I WEDGE— BOLT ANCHOR (TYP.TOP/BOTTOM) (ttP.TOP BOTTOM) la 4" 1/2"0 HILTI INC KWIK 2 1/2^ 5 1/2' r BOLT TZ n POURED CONCRETE II 6' 1/2'0 HILT] INC KWIK 3 1/4" '7 1/2^ II 3^ BOLT TZ (f'c=.3 ksi Alin.), 1" SEE SCHEDULE #I. IL 0///M k, '/11 EDGE OF SLAB IEDCE OF SLAB IF APPLICABLEI IF APPLICABLE Min. E.D. Min. E.D. I (SEE SCHEDULE#1) (SEE SCHEDULE#f)- FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONSG3 SECTION W-3 EftA• T/ �P'•� ••• �'••' FLORIDA BUILDING CODE(High Velocity Hurricane Zone) �^ t: •4418 02017 nLTEcb mc. Na u[11 us L�: C �•Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION Impact.PrOteetveROI11ag System os/24/17 N GATE �'Q ,� TICCIT TESTING h ENOINEERINa COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _ F v A•::" ' „.�a;m, �' f„ ;v"� 1828 S.W.BILTIORE.SiREEf 1/-243 '••. \\ PORT ST.LUCIE.FL 31984 A 7:tilt—Owl—006719DRAWING N. SCALE: 1/8"= 1' �I p'0�••••r� 'itii WALTER A.006718 YAONE(B07)719-90.58.PNC LT93)'Bll-0990: S A6 r 1 WPLTER A.TIIIR Jr.P.E. ^+� •+•'• � P.E.i6Wi6jg" ATE FLORIDA Lk.f M.IBT do n-mo ry•/, !� SNEEi 17A GF 48 EDGE IF APPLICABLE 2"XMULUON DEPTHxt/B"Cont. �`.\ ALUM.,TUBE (TOP i& BOTTOM).W/ 1/4'ox3/4'ITW SUILDEX TEK SCREWS ,\ 5/16'0 TAPCONS'XL W/Q 1/4' W/ 1"O.D:x0.060'GALVANIZED STEEL 2 1/2" Min..EMBEDMENT® 24".o.c; 'WASHER 024'o.c. 7 3/4" Min. E.D MIN: E.D. 1• EDGE IF APPLICABLE 1• I I 2" 7 3/4" Min. E.D. z" CONTINUOUS'POURE6 I 4' 7. CONCRETE(rc=3 ksi Mm to* 8"Min.THICKNESS I I POURED CONCRETE 2. REUD. � I (1'c = 3 ksi Min.) 8" Min. THICKNESS 4" EX MOR END CAP REQ'D. \ m I 7 3,/4" NOTCH WEB I 2" - Min. E.D. E0. E0. I z (TYP. TOP /BOTTOM) 4; I 4' c z" g. 7 3/4"Min. E.D. 1 I 1" 4'x4'x3/8" (6061—T6 ALLOY) N If Min. �lum. ANGLE EA. SIDE. x II I D (WALL MOUNTED SHOWN, MAY BE 'h EXISTING 11 ALSO INSTALLED TRAPPED MOUNTED —— o Gt�ss �j I PER SECTION Q'-Q' ON SHEET 8.) J EDGE IF APPLICABLE EXTERIOR a SECTION X4-X4 VV/ G? oN ® I ® (END & INTERIOR. MULLION) (W/ ORIENTATION # 22) \ (4 x7") �= 0 Min. E.D • 1 1/2"xi 1/2"xO.062"xCONT. ALUM. � 7 3/4" ANGLE W/ 1/4"Wx3/4" ITW BUILDER * ' W MIN. E.D. 1SIDE RAIL DQ NOT SHOWN FOR CLARITY TEK SCREWS ® 24" o.c. TO TUBE. N 11 1/2" CONTINUOUS POURED :\ 7. CONCRETE VC-3 ksi Mn.Y-N Min. I 10" 8"Min. THICKNESS 7. REQ'D.X4 X4 I I Or.TOP/BOTTQu) 1 1/2 1 1/2" (�TOP/BQTTQU) 7 3/4" MIN. E.D. 4'x4'x3/8'x0'-10"(6061—T6 ALLOY) Alum.ANGLE 01"PL �. EO EO— EA: SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION R A \` \��, 4• W (2).3/4"0 KWIK BOLT TZ EXPANSION ANCHOR 1++ 4 /.5" Min. EMBEDMENT TO POURED CONCRETE ,`/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) EDGE IF APPLICABLE WALL (TYP.TOP& BOTTOM). �C 020+7 m1Eco 114C. • DR�+K+0+` WALL MOUNTING)MULLION i• •4416 Na udlus POURED CONCRETE WALLImpact ftoteetive Rolling System 0824/37 SECTION W-4 ? EXPERT SHUTTER SERVICES INC. O :'Q,\ � e �1+�G1x'ew( 1n.MI. 1626 S.W.8ILTlAORE STREET 17-243 END&INTERIOR WALL MOUNTED MULLION INSTALLATION * = •• D +\ PORT ST.LUCIE,FL 34984 �-'.^/ .....••••�\ ++ e-moi�_l06719L-m PNOHC:(800 749-90.56,FPII:(713)871-4990 TMAWM Ib APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 13A iV/ + wAL1ER l-A.0067 P.E.. �. �^" °^� SCALE: 1/8"v 1" P.E. S"51i� / _ ATE FLORIDA Ue;(iTILL9 44167 +M an 15.9N wp•A • SMFFi 13 OF 26 3 e EDGE IF'APPLICABLE. 2"xMULLION DEPTHx1/8"Cont. EDGE IF APPLICABLE —1, F-ALUM.TUBE (TOP & BOTTOM) W/ +/4'0x3/4'RW BUILDEX TEK SCREWS \ \ 1 5/16.0 TAPCONS XL W/2 1/4" W/ 1'O.D.4.060"GALVANIZED STEEL \ \ \. ——— 1/2 /E.D Min. EMBEDMENT® 24" o.e, WASHER 0 24'ox. 4 7/8"Min. E.D: 4 3/8° 1. MIN, E.D. I i CONTINUOUS POURED 1 CONCRETE(f'c=3 ki Nn.) 2• 3 1/2' I f 8"Min. THICKNESS REQ'D. 2. 1 DMIOR. 1 4 3/8" Min:.E.D. I j 1:1 ENO CAP 4 3/8"Min. E.D. CONTINUOUS POURED z CONCRETE(f'c=3 W Ifin.) 0 8"Mn: THICKNESS S REO'D. M'n' EDGE IF APPLICABLE- -T —_ SECTION X4-X4 W/ G3 4 (WALL MOUNTED SHOWN, MAY (INTERIOR MULLION) .EXISTING I D BE ALSO INSTALLED TRAPPED (W,( ORIENTATION # 2) GLASS �I I MOUNTED PER SECTION Q'—Q' 2"X7" a o ri ON SHEET 8.) z ° I EMIOR Jw 0SEE MAXIMUM G©(INTERIOR) WALL MOUNTED MULLION SPAN 's ® 11 I COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND QQ'/8 SPAN INSTALLATION): I 2 1/2"��� INSTALLATION CASE I' — RESIDENTIAL AND COMMERCIAL 1Min. E.D 1 1/2"x1 1/2"x0.062"xCONT. ALUM, APPLICATIONS WITH ±60.8 p.s.f. 3/e' ' ANGLE W/ 1/4"0x3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MI1N. E.D. TEK SCREWS ® 24" ox. TO TUBE. RATING, 12�-0" MAXIMUM MULLION SPACING: VALID FOR CONNECTION TO ® CONCRETE W/ HILTI INC HUS—H OR (nP•TOP/so w)3 1/2" I X44/aon0u) POWER FASTENERS WEDGE—BOLT ANCHORS. 1. INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM .A.S.D. DESIGN PRESSURE RATING; 8'-0." 4 3/8' MIN. E.D. (2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING: VALID FOR CONNECTION TO W/2" Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK .BOLT TZ ANCHORS. WALL. (TYP. TOP&BOTTOM). EDGE IF APPLICABLE COMINUOUS POURED ,ERA.T� • SIDE RAIL QD NOT SHOWN FOR CLARITY —CONCRETE(f'c=3 ksi Wh) t' 8" Min.THICKNESS REVD, 44�t�••. /' FLORIDA BUILDING CODE(High Velocity Hurricane Zone) WALL MOUNTING:MULLION �3 02017 mreco INC;POURED CONCRETE WALL * :44Nautilus SECTION W4 ImpactProtective Ro➢ingSystem us/2yn I L E C O m.. DATE INTERIOR WALL MOUNTED MULLION INSTALLATION * o • 'y TILLIT TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. , -z43 C� Q.,� assa=11W5414'.+" "wwe+s�n.enea 1626 S.W.eiLTI.IORE STREET RIOT T, : a-M cc000l e�in n-'�' PORT ST.LUCIE,FL.34984 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 1 si V'� ;T► a-mcEB-0006719 PxoNE:(eoo)T4s-Does.mx:tna)e71-osvo WALTER A.TILUT 1 UR SCALE: 1/8" V P.1!: �IHIMd E/DATE FLIDA LIc.1 441E 67 �,"' m ieam nv� nr ev a sxEEr 13A OF 26 - 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"Oil)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & III') 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;AS.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L'ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD:;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUMLLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((g m n@:&®),MULLION TYPE& • ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 10,10A,11,1IA,12„12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIDEF NIITFIC TIION FOR SLAT SPAN SHALDUCT MOUNTING IL BE CONSIDERED:INOLUDING,ANCHOR TYPE;THE CONCRETE FO R A GIVEN MULLLIONM FOR FLOOR TO ITY E O P�E0�0& )MOUNTINGS,OF MULLIONS INTO Levv(:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2”SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A:S.D.DESIGN PRESSURE RATING. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A,S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM:OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS 88 MULLIONS,THE. TYPES COVERING,PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 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 Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,fG�,�? &@). 2,ENTER TABLE 1 ON SHEET"22 W!A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MULLION TYPE&MULLION ORIENTATION. MAXIMUM 5:SEE SHEETS 10,ICA.11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE'STORM BAR.SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILINGG RAPPED)OR.WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(©, &:rG�'). 3.ENTER TABLES 2 OR 3 O SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR.SPECS AT ANCHORS TYPE LEGEND FOR,VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS ZO&21 FOR LIMITATIONS APPLICABLE'TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES, STORM BAR SPACING. 1'. ,•` .• r/�/ FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,1 •, T o oco INC. DRAW ars Ab Nautlus LQ Impact ProtectiveRollingSystem DB/24/17 IL ECONc- DATE S # nwT TEsrinc ENGINEERING cowPAHr EXPERT SHUTTER SERVICES INC. l • nsss n.•.> s,.,st•.005,Hacnu wmus,n.]5,[6 1626 S,W.BI ORE STREET •• .' ` \\ waw:(xSNn-,su.re.:i9mk1,-1551 PORT ST.LUCIE.R 34984 17-243 3 F RID 4it \\ i:fift—o-k— DRn\THa N. A� •• \\ EB-0006718 F VIE,(000)719-9058,FAX;(772)811-0890 WALTER A.WEER Jr,p,E, uTX ownnw P.E.-� � FlARIOA LiO.//4187 �t apy, SHEET f1 Or 1D i X SLAT PERFORMANCE CHARTS Ta. Ib, Ib' & IC`. (ONLY VALID FOR.1/2"SLIP) FORA GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT.MOUNT CONDITION INCLUDINGANCHOR TYPE AND FOR INSTALLATIONS W OR W/O CHART la CHART Ib CHART Ib' CHART IC USE MAIfMUM VALUE BETWEEN POSRNE AND NEGAIM ASD.LOAD USE MAXIMUM POSRIVE AS.D.LOO)VALUE 3/8"0 K1MK BOLT 3 ANCHOR 5/16"e TAPCON XL ANCHOR 5/16"m TAPCON XL ANCHOR. POURED CONCRETE 'TO POURED.CONCRETE 1D CROITT FIUED CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAx., (FT) "LAKIL' (F) 'LMA(."(FT) MEASURED TO.BACK OF SLAT(in) DESIGN RESSUR WALL 7PAPPED S URD-OUTBUILD-OUT WILL 1RMPED. BUILD-aur �qn wdu. .IMaPm Bu.RD-DUr BIfAD-pJT RATING MouNT MownMOUNT w/© 'MOUNT MOUNT. T yl( MOUNT w/Q Mau T Mount mow?� MaUNr w/© W/0'STORM BARS W/STORM BARS (Py() SEE No1Es* SEE NOTES* SEE.NOiES* SEE WOM* SEE Nm* Nord* u> NOTES# Sd NDns# SFE.NOTFS# NalEs* SEE NOTES 30.0 20'-0" 15'-4" 20'-0- 20'-0" 15'-4" 20'-0- 18'-0' .20'-0" 15'-4" 18'-0" 15-6" 11 1/2- 4" 35.0 20'-0" 15'-3" 18'-0" 20'=0" 15'-0 19'-0" 15-3" 20'-0" 15'-0" 16'-3" 14'-0' 11 1 2" 4" 40.0 20'-0" 15'-2" 16'-6" 20'-0" 14'-5" 17'-4" 14'-10' 18'-11" 14'-5" 14'-10" 12'-9" 11 1/2" 4" 45.0 20'-0' 15'-0" 15'-3' 20'-0' 14'-2' 16'-0" 13'-9' 17'-4' 14'-2" 13'-9' 12'-0' 11 1/2- 4- 50.0 20'-0' 14'-10" 14'-2" 19'-1" 13'-114'-10" 12'-10" 16'-2" 13'-1" 12'-9" 11'-0" 11 1/2" 4" 55.0 20'-0' 14.''-8" 15'-S" 13'-4" 17'-9' 12'-4" 13'-11" 17-1" 15'-0" 12'-4' 12'-0' 10-6" 11 1/2* 4- 60.0 19'-5" 13,-9" 14'-9" 12'-7" 16'-9' 11'-8- 13'-2" 11'-5' 14'-2' 11'-8' 11'-4' 10'-0' 11 1/2- 4- 65.0 18'-4' 12'-11' 13'-11' 11'-11" 15'-9" 11'-0' 12'-5' 10'-11" 13'-4' 11'-0' 10'-10" 9'-6- 11' 4" 70.0 17'-4" 12'-1" 13'-3' 11'-4" 15'-0" 10'-6' 11-10, 10'-4' 12'-9" 10'-6' 10'-4' 9'-0" 11' 4- '75.0 16'-6" 11'-7" 12'-7" 10'-10" 14'-3 70'-0' 11'-4' 9'-11 12'-0" 10'-0" 9'-10' 8'-10' 10 1/2- - 4- 80.0 15'-9" 11'-0" 12'-0' 10'-5' 13'-7 9'-5" 10'-10' W-7" 11'-7 W-5" W-3' W-6" 10 1/2' 4' 85.0 15'-0' '10'-6" 11'-7' 10'-0' 13'-0" W-3' 10'-5' W-3 11'-2" 9'-3- W-0" 8,-3.- 10" 4- 90.0 14'-2' 10,-1' 11'-2" 9'-8' 121-6" 8'-10" 10'-1" W-11" 10'-9' 8'-10' 81_10" W-0" to' 4- 95.0 13'-5" 9'-8' 10'-9' W-4' 12'-0' B'-5- 9'-9' W-7 10'-4- W-5" 18'-8" 7'-9' 9 1/2' 4' 100.0 12'-9' 9'-4' 10'-5" B'-I- 1:1'-8' 8'-4' W-5' 8'-4" 10'-0' 8'-4" W-3' 7'-6" 9 1/2- 4- 105.0 12'-2" w-0" 107-1" 8'-9" 11'-3" 8'-0" 9'-2" 8'-2" 9'-8' W-0" 8'-0' T-4" 9' 4" 110.0 11'-7 8'-8' 9'-9" B'-6" 10,-11" 7'-10" 8'-10' 7'-11- 9'-3" 7'-10' 7'-9- 7'-2- 1115.0 -2"115.0 1V_1" 8'-5" 9'-6' 8'-4" 10'-7" 7'-8" 8'-8' 7'-B' 9'-0' 7'-8' 7'-8" 7'-0" 9" 4- 120.0 10-8" 8'-1' W-3' W-2- 10'-3' 7'-5' 8'-5' 7'-6" 8'-Tt'- 7'-5' 7'-5' W-10' 9" 4- 125.0 10'-2' Y-9' 9'=D' 7'-11' 10,-0-- 7'-2' 8'-2" 7'-4 B,-B' T-2' 7'-3" '6'-8" 9' q 4" . . 130.0' W-10". 7'-6' 8'-9' 7'-9" 9'-9" 7'-0' 8'-01.. 7'-2" 8'-5' T-0" 7'-2' W-6" 1.. 4- 135.0 9'-5" T-2" 8'-6' 7'-7" 9'-6- 6'-10" 7'-10" 7'-1" 8'-2- .6,-10" 7'-0' 6'-5" ___9" 4" 140.0 9'-1" 6"-11' 1'-4- 7'-5- 9'-1' - 7'-8" W-11" 81-0. - 6'-10" W-4" 9" 4" 145.0 W-10" 1'-2' T-3" 8'-10" - 7,-6" - 7'-10" _ _ _ g• 4- 150.0 8'-8' - 8'-0" 7'-2' W-6" - T-4." - 7'-9" - - - 8" 4- 155.0 8.'-3" 7'-10" 7'-0" 8'-3" - 7'-2" - 7'-7" - - - 8" 4" 160.0 1 8'-0' 7'-B" 6'-10' W-0` 7--1" 7'-5" '8". 4` * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT ge............... AN ANCHOR SPAN AND A.S.DCING IS DESIGNAPRESSUREF RATITHE ECORRESPONDING SLAT E+111s'SQYS `i•" .•�A. / FLORIDA BUILDING CODE (High Velocity Hurricane Zane) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ��� f• i�� c2o17 nL1Eco INC. �Tau�-]us O BY.' 3/8'4 KWIK BOLT 3 ANCHOR OR 5/16'e TAPCON XL ANCHOR, INTO f Ab lr Lll POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, ORA Impact ProtecUveRo/UngSyatem oR/z4/17' WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION..VALID FOR IL E C O INc. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. % r>} TILLIT TESnNO k ENCINEERINO coL1PANr EXPERT SHUTTER SERVICES INC. �• esv x.leu.s4 s1 m 1+6aw euarExrs.n vlee 1626 S.W.BILTMORE STREET 17-243 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE - 4 rwM:exemml IVo r",:Dmyn-TVI CO Q PORE ST.LUCIE.R 74984 - Ae' : RIDI�,.. 44 - s ntec"®"ai.can Pxoxe(eco)7w-sale.rAw(rn)871-MO Dlulllxc M. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 1St/ �� EB-0006719 va eenmo, • WALTER A,TILUi Jr.P.E. SHF11 15Or 26 P.E.% , E. FLORIDA Ue.8 44167 M/. . - , s MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/6"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MM A.&D DESIGN ' SLAT SPAN RANGE PRESSU RATINGS 0'-4't- > 4'-5't > 5'-6't > 6'-7't > 7'-g't >9'-12't > 12'-16't > 16'-20't WIGE(P-94 I s 30.0 9• 9.. 9" 9. 9. 9" g" .9 ' >31-40 9" 9• 9^ 9• 9• 9• 9. 8. >41-60 9" 9 .. 9' 9" 9" 9" 7^ 5 5/8- >61-00 9" 9" 9" 9" 9" 8 5 5/e" 5 5/8" SLAT t NWL >81-105 g^ g. 9" g" 6 1/2- 5 5/8" ~SPAN~ MAX. SLAT.SPAN FOR A, � � GIVEN A.S.D. DESIGN >tos-12o g^ g^ g^ g^ 8^ 6• _ _ PRESSURE RATING.SHALL >121-140 9" 9^ 8. 7" 6" - - NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 g^ g" g^ 7" 7" - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15.. MAX~ SLAT SPAN RANGE DESIGN RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16'f > 16'-20't ww(P•& s 30.0 9" 9• 9• 9^ 9• 9. 9. _ >31-40 9" g" 9^ 9^ 9• 9• g'. _ >41-60 9" 9. 9" 9" 9" 7 1/2- >61-00 g• 9^ g• 9• 9• 8• >81-105 9" 9" 9' 9" 8" - >106-720 9" 9" 9" 8 1/2" - >121-140 g" 9. 7" - - - >141-160 9" 9" 8" 6- BUILD-OUT MOUNT' '''DS,1 SLAT SPAN RANGE PRESSURE O'-4't > 4'-5't >.5'-6't > 6'-7't > 7•-g't. > 9'-12't- > 12'-16't > 16'-20't GSENG P•. 0 E E ® E 0 E OE E©' E E© E E A 30.0 9" 1 9" 9" 9" 9" 9" 9" 9"' 9" 9" 9" 9" 9' 9" 9" 9" 9" 9" 9" 9" 7 3/4 7' 7" 5 5/8 >31-40 9" 1 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 5/8 >41 40 g" g^ g^ g^ 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" - >si-e0 9" 9" 9" 9` 9" 9' 9" 7" 5 5/8" 5 5/8" 5,5/6 5 5/8' 5 5/8" - - - - >01-105 g" 9" 9" g" 9" g" 9" 9" -9" 8" 8" 6 1/2 6 3/4-,6 3/4" 5 5/8' 5 5/8" 5 5/8" 5 5/8 - - >106-120 9" 9" 9" 9" 9" 9" 9" 9" �55 8" 8" 6 1/2 6" 6" 5 5/8 5 5/8" 6 5/8" - - - - - - >121-140, 9" g" g" g" g" 8' 8" 2" 8" 8" 6" 5 5/8715 5/8" 5'5/81 - - - - - - - - - >141-160 g" 9" g^ g^ 8^ 6" 7^ 7•' B 6 3 4" 6 3 4"5 5/8"15 5 8",S�•" - - - _ 0. 44 •• ••• FLORIDA BUILDING CODE(High Velocity Hurricane Zone) * 44 • r61 } o.2017 m1Eco INC �T'�� us DRAWN LC ev * 1.�1 �c • S il Impact Protecdve Rolling System 0e/2yn • IL ECO107E �`�` $ TILLIT TESTING 6 ENGINEERING COMPANY EXPERT •SHUTTER SERVICES. INC. •�/ 444 ass NM,..'s-s.age,-A'" c n.w Is 1626 S.W.EILT110RE STREET 17-243 •••:.�R re...c(A)",tuo.T".,(]0.1)97+-1801 •`1 1'114 a-mail•Vtamoael.ttm PORT ST.LUCIE.R.34961 DRAWING N. yAl EN6 ,1' EB-0006719 PRON£:(900 ]�9-9059,TAK (]]2)911-0090 WALTER A nuR a-,.P.E uT.M. var c" wn Nim. P.E. SgnfSR! RE/DATE FLORIDA L•K.1 44167: �.o-wo n•n m sRECT T6 aEzfi. MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL. A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE DESIGN PRESSURE RATING O'-4't > 4'-5't >5'-6't > 6'-71 t > 7'-9't > 9'-12'-t > 12'-16't > 1.6•-.20''t RIWOE(paf.) s 30.0 8" 8 g° 8 8" B. 7 1/2" 5 1/2' >31-40 B° e" 6" S. B• 8" 6" 4" >w-so g' 8" a. 6" V 4° 3:3/4" t NOTE: >61-80 1 8° e" a. 7" 4.1/2" 3 3/4" - MAX: SLAT SPAN FOR A >81-105 g° e° 8" 6 1/2• 5" 3 3/4" 3 3/4" - �S ANS SLAT GIVEN A.S.D. DESIGN ALL >iOS-120 6" 8° .5 1/2" 4 1/2" 3 3/4° - - [o] P�ptE@uEXCRE EDNMAXHSLAT >121-140 g" 7 1/2' 6' 4 1/2" 4" 3 3/4" - SPAN INDICATED ON SLAT >141-1.60 8" 6" L 5" 4" 4" _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MA SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(p.a.f.) . s 30.0 6" 6" 6" 6" 6" 6" 6' - >31-40 6" 6" 6" 6" 6° 6" 6" >41-60 6" 6" 6. 6' 5 1/2" - - >61-80 6• 6" 6" 6" 6" .5 1/2" >81-105 6" 6" 6° s" 5 1/2" - - - 5106-120 1 6" 6" 6" 5" 5 1/2" - - - >121-140 6" 6" 5 3/4" 4 1/2" - - - >141-160 1 6 5" 5" 4 1/2 BUILD-OUT MOUNT DESIGN SLAT SPAN.RANGE . PRESSURE O'-4't > 4'-51 t >W-6't > 6'-T t >V-9't > g'-12't > 12'-16't > 16'-20't RATING RANGE(P.M. E 3 E 3 E E E ® E ® 3 EO 3 E E3 E '® 3 s 30.0 6" 6" . 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6• 6" 5 1/2" 5 1/2" 4 1/2" 4" 4" 3 3/4- >31-40 6" 6° 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5" 4" 4" 3 3/4" 3 3/4" 3 3/4",3 3/4" >41-60 6" 6° 6" 6" 6" 6" 6° 6" 6" 6" 6" 6 6" 6" 6" 4 4° 3 3/4" 3 3/4" 3 3/4" 3 3/4" - - - >e1-80 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" - - - - - >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' 3 3/4'.3 3/4"3 3/4" - - - - - - - - >12t-too 6" 6" 6" 5" 5" 4" 4 3/4" 4 3/4" 3 3/4 4 1/2-14 1/2- "3 3/4'. 3 3/4"13 3/4" - - - - - - - - - - >141-160 6" 6" 5" 4 1/2" 4 1/2" 3 3/4 4". 4" 4" 4" 3 3/4"1 J,A/'4" \\\\111 ••• •'•'•r/4/ FLORIDA BUILDING CODE(High Velocity Hurricane Zom) DRwM T••A/_ :. C1017„L1ECA.INC. Nau�us W.f °09IJ j Ors IL E C O�M�. impact protectiveRofltngSystem m/24/17 • �h TILLIT-TESTING Q ENGINEERING COMPANY EXPERT SHUTTER SERVICES, INC.. 6055 9.f.361 9., 305:-1110. fNE EM.R 1)166 1626 S.W.BILTMORE STREET 17-243 IMT.:(•—w f°a::GbSb)1-1111 \ PONT S<.LUCR:,R.34984 =Y�iO'• D ' 1\\\ DRA a-TeiEB 0006719Le� PNONE(e00)749-9058.FAX:()72 671-0DDO WM MO ••• •• WALTER A 11LLR Jr.P.E. P. i Iliq�J nrE FLORIDA UD•1 44167 mlaire 47+H1 . SNEET-17 OF I6 MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL.MOUNT 0.DESIGN SLAT SPAN RANGE PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't- > 12'-16'1 > 16'-20't RANGE(PAd.) s 30.0 8" .g' 8° 8" 8' 8" 6" 4 1/2" . >31-40 g" B. 6" 8" 8' 7" 41/2- - >41-60 8° B. 8" 8» _8. 4 1/2" - - t.NOTE: >61-80 g" g•' 7 1 2 7^ 5 1/2' - - - MAX, SLAT SPAN FOR A >e1-105 8" e" 7 1 2" 5" 4• _ _ _ -SLAT GIVEN A.S.D. DESIGN >106-120 8" 7 1/2^ 1 6/ 1 4• SPANS PRESSURE RATING SHALL - - - �o� R EXCEED MAX. SLAT >t2t-foo 8" 6" 5" - - - SPAN INDICATED ON SLAT >t+1-160 7" 5" a' PERFORMANCE CHART ON SLAT SPAN DEFINITION. SHEET 15. . . TRAPPED MOUNT MAX DAN SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't >0-6,t > 6'-7't > 7'-9't > G'-12't > 12'-16't > 16'-20't RANGE(pa.f. s 30.0 6" 6" 6' 6- >31-40 6" 6" 6" 6" 6' 4 1/2" - >41-60 6" 6" 6" 6" E" 4 1/2" >6t-eo 6" 6" 6" g^ $" 41/2- 6- t/2"6" 6" 6" 4 1/2" 4 1/2" >106-120 6" 6" 5 1/2" 4" 4 1/2" - - - >t21-140 6" 5" 4 1/2" 3 3/4" - >t41-160 6" 5" 4" Q! BUILD-OUT MOUNT DE MAX GN SLAT SPAN RANG 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 RANI .I.) E E E) E .Q ®. E E E ' EO E E E E ® E 5 30.0 6" 6" 6" 6" 6" 6" 6' 6" 6" 6" 6" 8" B.. 6" 6" 6" 5 1/2" 4" 4 1/2" - - - >31-40 6" 6" 6" 6" 6 6" fi" 6" 6". 8" 6" 6" 6" 5" 4" - 4" - - - - 6" 6" 6' 6" 6' 6' S 1/2" 5 1/2" 6 6" 6' 6" 6" 5 1/2' 4 1/2' - - - - 3 3/4' - - - - >61-80 8" 6" 6 1 6" 6° 5 1/2 5 1/2" 5 1/2" 4 1/2' 5" 5" 4" 4" 4" - - - - - 3 3/4" - - - - >81-105 6" 6" 6" 6" 6" 5.1/2 5 1/2" 5 1/2" 4 1/2 3 3/4" 3 3/4" - - >106-120 6" g" 6• 5 1/2' 5 1/2" 4 1/2 4 1/2" 4 1/2" 3 3/4' - >1 1 1-1 1 0 6" 6" 5 1/2' 4" 4" - 3 3/4-13-V4' - 1,1141-160 5" 5" 4" - 1ff \t\ �•'°�•��•• "'• FLORIDA BUILDING CODE(High Velocity Hurricane Zone) `; � •5. c 2Gi7 TILTECG INC. Nautilus GRa r- .�r8'. - Imp actProtCCdYCRohlngSystem 08/24/17 11L ECO,l ` EXPERT SHUTTER SERVICES INC. =��•. n ./ TILLIT TESTING h ENGINEERING COMPANY xu.r.III ! ,-crroms,n 111. 1 fi26 S.W.BILT110RE STREET 17-243 we"..r(soslen-eu,rr.:(1as)mi-1s11 r •.+ •, \\ PORE ST.LUGE,R.34984 +af\� ,\ a-mail•-00067aoLoom (coo)Tag-5nsa..EANi(M) 71-0,90 DRAWING ft W&TER A...TIL.LffjP.E.7Jr. P.E.'96o1 I )iH ATE riowLIe. OA u16m u-"ro n.n � " sNEEr 18 of 26 SCHEDULE VC: Vx FORCES.(Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN&S.D. DESIGN PRESSURE RATING RANGE,SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAX.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' RANGE(p.s.f.) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx: Vy Vx Vy Vx Vy S 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 1 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1 1372 473 1 2009 591 2492 1 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 1 420 1612 490 1869 630 2039 635 — — >141-160 1 781 320 1186 400 1322 480 1 1873 560 1740 640 — — — — — Al r—SPAN- C�� *NOTE. SLAT SPAN DEFINITION ITSHALL 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 PRODUCT HEIGHT AT BOTH JAMBS.SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL`'L( Vx • VI�I� ,11'I�Ita��ER�Ti y \�, l ~ •••!'!� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017�LTEGa INC.: Nautilus DRAWN BT: st t Impact.Protective Rolling System us/2y/p7 IL EC.OIN�. ` �•!'Q� .ami �•�' TIWT'TESTING 8:ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. • A f �� eaa nv.aeu.z.,z...zaz�mcu wrzrc,a uue 1626 S.H.BRTMORE STREET 17-243 =/O .... (` �! nwa.:QamN?I-Imo'.Ta.:(rs)an-1m1 mail:Vlleeooaoi.00m PORT Si.LUCIE,FL ,�G K. Hq , 4 I FNONE:(B00J 749-0056.iAM("2)(P])11 971-00a0 CCu/� 11 E9-0006719 A WALTER TILLR Jr.P.E. lar.a. oac P.E wt RE/DATE FLOPIA trc,p 44167 sn•i� ar SHEET 19 Of 28 SLAT PERFORMANCE CHART Ib I & IQL: (ONLY VALID FOR 12'SLIP? :SLAT PERFORMANCE CHART IIb 1 & IIC Il:'(ONLY VALID FOR 114"SLIPI MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE;A.S.D.DESIGN PRESSURE RATING(O.S.fl.SLAT FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P.6Q AND PRODUCT MOUNT CONDITION FOR FOR A GIVEN.MAXIMUM AS.D.DESIGN PRESSURE RATING,(p.O.Q AND PRODUCT MOUNT CONDITION FOR SLIP 1/8"AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL2 BELOWW/2"X4"STUDS,AS PER LIMITATIONS ON DETAIL 1' CHART IbI osIbi. CHART ICI CHART Hb rtes p� CHART IIC1 MWWBM =HMU ' wain row ASO IOI0 INLE UK To I✓<E 11V74IY MALE BflfE81 P05116E AI/N3.NNE 1158.lO1C WL USE:wauw wm 6Enm 709 K me NmgK AM LOW WVI.STAT SPAN. IKSPAN%ff .�MIMURFD OF USE MAXIAAI'PQSIiI1E Llg YAiwiRl PO9111E A.S,D. •�•(TO •( ..S(AT in 6116"O TAPCON XL ANCHOR 'MIN.SLAT ASD'I=WMX 6116"0 TAPCON XLANCHOR MIN.SLAT �•l.O1D YAI� 'WOOD GRADE DRESSUREDFSIOq rs4LL � �� SPAN SPAN RATING' YOLMf • OMR W/O SIDRM BARS MAX. MAX.SLAT SPAN 'LION. RLyUiED WK SUARKIM MAX. REQUIRED MAX.SLAT SPAN 'LAIN.' REDUIED LII.SEPARATION (P•o:f} �5 AD.SSI.CD.. -LMAX.(TO .{R) TO CLASS 1 MURED.TO A.S.D. •LAux.•(ft) (ft) TO CLASS-iES1A7E0 tD BILK OF SLAT i0 DESIGN SOUTHERN PINE/2(G=0.55) 60. a'-5" 4'-6` RESSUR �' v"-4UT SInD-Dur_ wTRWM PRESSURE wkLL Stan-OUT BUILD-aurr7--7- DOUGLAS- SOUTH-SOUTH G=0.46 60 4'-5' A'-5' 0'-0" 5 1/Y RATING MOUNT w/ w/ RATING MDuxr M� W/ ( ) 1i0'� �►rt W/0 SroRI,1 ButF 11°0 `101W/O FOwM BARS (P'O "71100A) IaRse RD n a ®d (?a O (se NO tse (Sm Nacos e)OsS NORa e SPRUCE PINE-FlR-SRN(G=0.J6 60 30.0• 10'-0' 10'-0' 10'-0' 8'-1" 7'1/2- 30.0• W-3' 8'-3" 8'-3. 5 1 8"30.0r f0'-0' 10'-0' 10'=0' T-9' 7 1 2' 35.0 T-9'' T-9' T-9' 5 1 8"' 40.0w. IO'-O" 10'-0" 10'-0'' T-5" 7 1.2' 40.0 Y - T-7' T-7' T-7" 5 Y 8'45.0- 10'-0" 10'-0" 10'-0" 7'-2" 7 1 2' 48.0 eA T-4' 7'-4' 7'-4" 5 I B'1010'-0' 10'-0' T-0" 7 1 2' 80.0.Me T-J' 7'-3' 7'-3' S 1 B'w 10'-0' 10'-0' 10'-0' 8'-9" 7 1 2" 85.0 w T-3" T-J" T-3' 5 1/8- :05 -_-___ ----_----__, 80.0•� 10'-0' 10'-D" 10'-0" 7 1 2 80.0 w 7'-3' 7'-3' 7'-3' 6'-2' 1 S 1/8' (---- ----- - ---- SLAT PERFORMANCE CHART IIIc:(ONLY VALID FOR 1l8'SLIP) I sur SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) !; 'ti ,; ._ (--sPAN� FOR AGNEA MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.Q AND PRODUCT MOUNT CONDITION FOR I I' FOR A GNEN AS.D.DESIGN PRESSURE RATING(p.s.Q.PRODUCT MOUNT C.ONOITON INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW I .I ;.m i INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS STORM BARS PER DETAIL I I, ,�, CHART IIIbi ul�*� CHART IIIC1 �? I <0 3 SLAT SPAN DEFINITION MbI 5116"e TAPCON XL ANCHOR Um wEal ik E®lFN POMK Ata TFL K ASD:LOAD .. 1 1 /'-e ap•.Rll I L; USE WJ®AAI P09INE USE MAXIMUM VALUE BE7NFt71 POSITIVE USE MAXIMUM ;I.I SU 10"A 611.6'0 TAPCON XL ANCHOR MIN.SLAT A.S.D.IDAD VALUE AND NEGATIVE ASA.LW ASA.LOAD VMJff Fi eOal-CLT H2 `•'Pµ MAX. MAX.SLAT III.SLAT :X MAX. -- MAX.SLAT SPAN •LISA.• IBL SBVRgION ASM. SPIN SPAN m a WINks TO I I.1 wx.�Llfin/ae DQE •L.'".(� UU BACK SOF�TO DESIGN "I.As ' FT 'LAIN.• - W=or wa C-) PRESSURE WALL BUtO-OTU BtNO-OUT PRESSURE wjj.TR ppw MMI TRAPPED �Yn \ 1)22'x4'WOODSTUDS RATING �•BuNULrO-our a BULD-our �1.EACH SIDE.ELYQMO)t RATING YWlR w/ 1-w/ A W/O STORM BARS (P•s.f.) A W/0 SPDRM BARS (P s f) slf oltse /lmrse aTLse =wale A Sm wmm A DETAIL 1(ELEVATION) 30.0• 7'-6' 7'-6' 7'-6" 6'-.7' 5' 30.0• V-6' 35.0• 7'-2' T-2' 7'-2' W-4' 5' 35.0 W-3' 40.0•e 6'-9' W-9' 6'-9" 6'-t' 5' 40.0 a 6'-0' 1 45.0 e•• 6'-8" 6'-8' 6'-B' S'-11" 5" - .18,0 m 5'-10'. 80.0••• 6'-5' 6'-5' V-5' S'-9' S^ 500 44e` 5'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0•p 6'-3' 6'-3' 6'-3' 5'-7" 5' 55.0 w 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 6'-1' 5'-5' S' 60.0- 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. Yq WITH MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t SPECS FRAME ON�DETAILB AND BUILT PROVISIONS STRICTLY TRM CHAPTER E 23 OF ----------___._________ VA)D FOR DDIXiAS-FlR-SJLJIH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER `-"--j ---------------- I SCUMM FINE 0(G-OM) SIDE OF OPENING SHALL BE 33". I 4Lµ SPRUCE PINE-RR-9T .H(0� ) l I o a YAJD FC>F2 DOl1GlA5-f'.IRfFINE 2(q=q, 46) SOUHRINI YPUD FOR S0UIFE7d1 PI (A+OyTD/ 1 SLAT SPAN DEFINITION 1t/s' FaR��NauNra ;.i i � � FLORIDA BUILDING CODE.(High Velocity Hurricane Zone) mu. 10'-0'FOR 8UILD-aUT •I w •• 1U1!:QPENRIG,WiDTN : C2017 nLTECO INC. INSTALLATION INTO WOOD FRAME STRUCTURES *r Mo•44167 Nautilus °"�� . "fl 11LIEC C O INe. Impact Protective RoNiugSystem cea4t7; {��'@p�J TILUT TESTING k ENOINEERINo COMPANY EXPERT SHUTTER SERVICES INC. 6 �.` \4 uu x Mme.sv.s xs�ucea r+noDs.R.vlee 1626 9.W.BILTAIORE STREET 17-2.43 1/2'PLIMOOD AND 0�'••.� Q..•.' �� rra.e:(»sem tmo r (7celen-�e1i PORT'ST.LUCIE.FL.34984 Y/1 (2)V4. WOOD STUDS =Ff' RID•. \ III a-mml 11t O I.eom pxpN_(BOOR 749-8058,rM:(772)871-6980 °k"�1B N. (IVP.FALH SICE BEYOND)1 4 II WALTER 70RLR1Jr:P.E. DETAIL 2(ELEVATION) /OATE nombi Ue./44167 onn sxlTr za Or 2G iii>ir4N MAX.ANCHOR'S SPACING_SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE WOOD GRADE,A.S.D. DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT T0-2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 DN SHEET 20) (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RNM DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING 0,-,to 4'-C>+ RATING a to 4 >4 toy >5 to C- >e to 7' >7'to I >.5 to 10' J s 30.0 6" s 30.0 6" 6". 6" 6" 6" 6" SOUTHERN PINE #2 40 6" SOUTHERN PINE f2 40 6" 6" s° 6" 6° 4 3/4° (G.=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" 4 3/4' 3 1/2" 60 1 6" 1 60 6" 6" 5 3/4° 5 1/4" 3 3/4-1 3" DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 s" s" 6" 6" (G=0.46) 40 6" (G=0.46) 40 6" 6" 6" 5 1/4" SPRUCE PINE-FIR-SOUTH s 30.0 s" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL ON SHEET 20) DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE 0'-4' >4-­1 > >5-7' >14' >5-10'' RATING RANGE(....f) 110UNT M E YO1alr'.10E 40UNf'WA N001a W E MOM.q 1101R1f'./R,YOIINf M s01aRTAQ—11 E MOWR Y E Ydafr M =N E S 30.0 6" 6° 6" 6" ,6" 6° 6" 6" 6" 6" 6" 1 6" SOUTHERN PINE #2 40 6" 6. 6" 6" .6" ,6" .6" 6" 6" 6", 5 1/4" 5 1./4" (G=0.55) 50 6." C 6" 6" 6" 6" 6" 6" 5 1/4° 5 1/4" 4" 4" 60 V .. 6" 6" 6" 6" C 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH. 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 1 6" 6" 6" 6" (G=0.46) 40 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH s 30.0 s'` 6." 6" 6" s" 6" s" 6" 6" 6" 5 i/4" 5" G=0.36 *NOTE: A TIL(jj: MAX. SPAN FOR SLAT FOR d' `� FLORIDA BUILDING CODE(High Velocity,Hurricane Zone) A GIVEN E RATING SHALL DESIGN ,J 1 PRESSURE RA02017 ZLTECO INC. Nautilus DRAWN in LC. B EXCEED MAX. SLAT fl,44167 SPAN INDICATED ON SLAT t �� ImpactProtecdveRaLlIngSptem o6/24/n PERFORMANCE CHARTS ON *g �• IL E C O pec. EXPERT SHUTTER SERVICES INC. °Ah TICCIT TESTING Ac ENCINEERINO COMPANY SHEET 20. A\• ( 4/ \' eiss R�,xn.u,s n w ca aua r n Mee 1626.S.W.61LTUORE STREET 17-243 3 A'• /C/0R10�.'•��1 1\\\ °ne'..,(Aa"m.r°.:a)w111tH j e-mail: Wt­a PORT ST.LUCIE.FL 34984 �W FP .. n1oNe.(eoo)7+v-9daa.vvr.(m)07l-o590 F!F••• 1\ EB-0006]19 11— WALTER A TLUf Jr.P.E. ®°^� o.a orz LI DATE FLORIDA Lic. o SHEET 21 OF 26 TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft) FORA GIVEN A.S.D. DESIGN PRESSURE RATING(p.s.f.),&A.GIVEN STORM BAR SPACING(ft)** AX.A.S.D. DESIGN STORM BAR SPACING (F) PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' GE .s.f 30.0 11'-0" 111-0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS,ONLY VALID. FOR INSTALLATIONS 35.0 11'=0" 11.-0 11.'-0" 11'-0" 11'-0" 11'-D" 11'-0" 11''-0" 1'1'-0f1 11'-011 W/ 1 OR MORE STORM BARS PER PRODUCT. 40.0 11'-O" iv-o" 11'-O" 11°-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11'-0" 1 1'-0" 1 f'-0" ill-01, 1 1'-0' 11'-0" 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" * THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0 11''-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0° 11"-0" 11'-0" * W/ 2 OR MORE STORM BARS PER PRODUCT. 60.0 11'-0 11'-0" 11'-0" 11'-0" 11'-0"' 11'-0" 11'-0" 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" * - 70.0 11'-0" 11.'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" 75.0 11'-0" 11'-0" 11'-0" 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" * - - 85.0 ill-01, I V-0" ill-o., 11' 11'-0" 11'-0" 11'-0" - 90.0 11l-0" 11'-0" 11'-0" 11.'-0" 11'-O" 11'-0" - - - - 95.0 1 J'-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-0 - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" ill-0.1. - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-O" 11'-0" 120.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 125.0 11'-0" 11'-0" 11'-0" 10-10" 130.0 11'-0" 11'-O'' 135.0 11'-0" 11'-01' 140.0 11'-0" I V-0" 1 1'-O" 145.0 11'-0" 11'-0" 10'-11" 150.0 11'-0" 155.0 11'-0'` 11'-0" 160.0 ** MEASURED IN BETWEEN CENTER LINES OFSTORM BARS IN �� FLORIDA BUILDING CODE (High Velocity Hurricane Zoe) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. `\` '•i•�167 :. 02017 TILTECO 6+0. Nautilus us DRAWN BY. LC. ImP11110 DteCdVCROMOgSysteni 06/24/17 L A�. Thin TESTING t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. S �•: \\\` ew n.r.l80.n.s..lm.v A Filmms.m ulee 1626 S.W.BILTMORE STREET 17-243 Pnw (005)871-lila,U.(k5)oll-15]1 PORT ST..LUCIE.FL.34984 =��(��•. t�.,1L a-mail'Gllec06Gol.cOm PHGtIL(000)749-9056.FMC(772)071-099DRAWING NO ••••••- ` t1 EB-0006719 na" _ WALTER A TILLR Jr.P.E. /DATE I'LORDA Ue.0 44167 m"-om nVl sNEET 22 oF26 TABLE 2 TABLE 3 REQUIREMENTS.FOR,STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f.) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f.), &STORM BAR SPACING ft &.STORM BAR SPACING. ft STORM BAR SPACING"a"(I Tj DEsla( STORM BAR SPACING"a"(FT) PRESSURE RA11N0PRESSURE . 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' RATING 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 30.0 &BCD AB,C,D A,B,C D A,B,C,D A,B,C,D 0.B,C,D A.B.0,D &BCD A.B,C D 0.B C.D 30.0 A,B,C D AB.C,D ",CID AiB C D AB,C,D A B.0 D A B,C D AISIC AB,C AB,C 3&0 AB.C.D A,B.C,D BCA. .A B.0 D ABCD AB.CiD ARCD ARCD ABAD ARCD 35.0 A,B,C,O A B,C,D A,B,C.D ABCD A.B,C,D ABC ABC &B.0 A,B A. 40.0 A,B.C,D AB,C.D AB.C.D AB,C.0 A,BC.D ABCD ' ABCD ARCD A,B,CD ABCD 40.0 ABCD A,BC-D 0.B,CD A,BC,D A.B.C. A.B.0 ABC A A A ' 4&0 8CD A,8 C,D A.B C D A,B.C,D A,B,C D &B,C.D 0.B.C,D A.B.C,D A.B,C,D ABC 45,0 A,B,C.D. &B,C.0' A;B,C,D A.B.0 &B.0 A,S.0 A A A A 50.0 A B.C.D A,B,C,D A,B,C,D AAAD ".CD 0.B,C,0 A,B,C.D A.B,C.D ARAD - &B,C. 50,0 - A,B.C.D A B C.D A.B.0,D A.B.0 A,B.C. A A A A 'A 55.0 1 &B.0.D I A;B,C,D .A.B.C.D I A,B.C.O &B,C:D.- A,B.C,D &B C.D I A.B,C,D - A.B.0 A.B.0 55.0 A B.CO A B C.D A,%C A,B C A .A A A A -A 50.0 &B,C.D.. A B,C,D A.B,C.D 0.B,C,D 0.B,C.D .0.B.C,D &BAD I &B.0 A.B.0 AB,C 6010 A,B,C.D I AEI.0 A.B.0 A.B A A A A A A SSA A,B C.D AB,C,D A,B.C,D A,B,C D 0.B C D AM.C.D .A,B C AB.0 A,B.0 A B 55.0 A.B.0,D ABC ABC A. A A A A A A 70.0- BCD AB.C,D ARCD AB.C.D ARCD A.B.0 ABC ABC .AB A 70,0 ABCD ABC AB A A A A I A A 75.0 &B.0,D AB,C,D ABCD AB,C,D A,13C D A B,C ABC &B A A 75,0 . A B.C.D A.B.0 A A A A A A .50.0 A B.C.D A B.0 D A B C,D A,B.C.D 0.B C AR.0 ABC A A A 80,0 ABC AB A A A A A - 85.0 ABCD ABCD ABCD ABCD A,B,C AB.0 A.13 A A A 65,0 ABC A A A A A A 90.0 A,B.C.D &B.0,D &B.C.D A.B.0 A,B,C. A.B.0 A A A A 00.0 A.B.0 A A A A A - 95.0 A,B CO B.C.D A,8 C,D A,B,C A,B,C AB A A A A 95.0 A,B,C A A A A A - 100.0 A,B,C.D A,B.C,D A,B C,0 A,B.0 A,B,C A A A A A 100.0 A.B.0 A A A A 105.0 A•8 C D &B,GD ABC &B.0 A.8 A A A A A 103.0 A,B A A A A - - 110A &B.CID BCD A.B.0 AB.0 A A A A A 110.0 A A A A 110.0 ABCD BCD A,BC 0.B.0 A A A A A 115.0 A A A A 120.0 B,C.D A;B C A.B.0 AB A A A A A 120.0 A A A A 125.0 A,B,C,D ABC ABC A A A A A .. A 125,0 A A A 130.0 A,B,C,D A B.0 A.B C A A A--6-RA A.. A ..A 130.0 A A A - - - - - - 135.0 A.B,C.D A.B.0 ABC A A A A_ A - 135.0 A A A - - - - - - - 140.0 BCD ABC - AB A. A A A A - 140,0 A A A - - - - - - - 145.0 A,B C,D TBC LB A A A A A. - 146 0 A A A - - - - - 160,0 0.B C,D A,B C A A A A A A - - 150.0 A A 155.0 ABC .0.B A A A A A A - - 155.0 A A 150.0 .ADC B A A A A A - - - 160.0 A A - - - - - - - - ANCHORS TYPE LEGEND A 3/e"a 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"ox1 1/4" POWERS CALK+IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE.(f'c = 3000 psi) & 3/8"e-16 MACHINE SCREWS C 1/4"ox3/4"ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*TO �.......••., 'POURED CONCRETE (f'c = 3000 psi) & �,T�wT••.• 1/4" -20, -20, 18-8 STAINLESS STEEL MACHINE SCREW ��''� 'V';,.•••••• FLORIDA BUILDING CODE (High Velocity Humcane Zone) ult C 2017 TILTECO INC. Ns1ll{.11 us D 5/16"e fTW/BUILDEX TAPCON ANCHORS W/ 'r L.C. 4�1� 2 1/4" Min. EMBEDMENT*TO POURED . IL E C O Impact Protective Ro17ng System o/24/117 aATECONCRETE (f'c = 2899 psi) EXPERT SHUTTER SERVICES INC. 41 71LLIT TESTING a CNGINEERINC COMPANY * A•• A�' ,�. a:_a T v. ' w�.xxcv�a wcras,n v,ee 1626 S.W.61LTNORE STREET 17-243 EMBEDMENT IS BEYOND ANY FLOOR/ CEILING FINISH 'P f(Qa i �m 1 1� r .com 1y ��.• �� - d 11 'O 'A PORT ST.LUCIE.FL.34984 � .Ift ••' ER-0006718 IPHORE•(a991 749-99W.FAX:(772)871-9990 -` WALTER A.TILLR Jr.P.E. P.£:�ScA F�ffA�TE FLORIDA Lk.1!44167 .m • SHEET 23 Ot28 h / � SCHEDULE1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.sl.),& A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING(ft)' DESIGN PRESSURE RATING(P,S.F.),& A MAX..MULLION SPACING(FT)" MAXIMUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(FT) A.S.D. //100061 ©4'S6'S(114"MULLION G1 4"x8'k1/4"MULLION GZ 4'xPk1l4'THICK(318'FLANGE)MULLION DESIGN w79m>v ©4"x8"xtl4"MULLION G1 4"x8'kt/4"MULLION G2 4'xTx114'THICK omON SPA PREMUILMSSURE 8'FLANGE)MULLION Wit,) (it)4 PATM SPACING ORIENTATION.pt 0R9NTATION. 2 ORIENTATION 1 ORIENTATION p2 (] ORIENTATION#1 t4t ORIENTATION/2(Q) E-J.) (ft)4 ORIENTATION'el ORIENTATION 2(Q) .ORIENTATION>ft ORIEMA770N 2 ORIENTATION/2 END INTERIOR END. INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR. END INTERIOR END INTERIOR ,END INTERIOR 300 .20'-0'. 7'-10'. 9-8' 7'-2L_ 12'-0' S'-4' 10'-7' 1'-0' 12'-6• 9'-8' 7'-6" 12'-8' 30.0 20'-0' 7'-10" 9'-8' T-3• 12'-0' 9'-4" 10'-7" 8-0' 12'-6' 7-8" 12'-8' 30.0 20'-0' 7'-4' 9'-3•. 6'-8" 11'-5" B'-B" 10'-0' 7'-7" .121-6' 8'-11' 6'-11" 12'-6' SOA 20'-0' T-4' 9'-3" 6'-9' 11'-5' 8'-B' 10'-0' 7'-7" 12'-6' 6'-11' 12' 40.0 20'-0" 6'-10" 8'-10' 6'-4' 10'-11' B'-1" 9'-7' T-3' '12'-6' 8'-5'' 8'-8" 12'-6." 40.0 20'-0" B'=10" .B'-10' 6'-4' 10'-11' 6'-1". 9'-7' .T-3' 12'-8' 8'-8' 12'-B' 40.0 20'-0" 6'-6" 8'-6' 6•-6' 10'-6' 7'.-g• 9'-3• 6'-11' 12'-6• 7'-11• 6'-2• 12'-6• 460 20'-0' 8'-6' 8'-g' 8'-8' 10'-6' 7'-8' 8'r3' 6'-11' 12'-6'. 6'=2' 12'-6' 00.0 20'-0' e'-2' 8'-2' 6'-0". 9'-1I' 7'-4'. 8"-11' B'-7' 12'-6' 7'-4" S'-11' 12'-8' 80.0 20'-0' B•-2' 8'-2' 6'-0" 10'-2" 7'-4". 8'-111 5'-3' 12'-8. 5'-11' 12'-6' 00.0 20'-0' 5'-11' T-11' S'-9' 9'-0' 6'-8" 'B'-7' 6'-3' 12'-4" 12'-6` 00.0 20'-0' 5'-11' T-11' 5'-9' 9'-10' T-0' 8'-7` 4'-10' 12'-4 5'.-T 12'-6' 00.0 19'-5' 5'-9' 7'-9" $'-6" 8'-6' 6'-4' 8'-fi' 6'-2' 12'-0• 6'-4 5'-6' 12'-6' BOA 19'-5' S'-9' T-9" 5'-6• 9'-B' 6'-10" 8'-6" 4'-e' 12'-0• 5'-6" 12'-6' 05.0 18'-4' 5'-9 7'-9' 5'-4" 8'-4' 6'-4" 8'-4' 6'-2 11'-10' 6'-4' S'-6 12'-6" 60.0 18'-4' 5'-9 7'-9' 5'-4" 9'-7' 6'-10' 8'-5' 4'-8" 11•-10" 5'-6 12'-6• 70.0 17'-4' V-9' 7'-B' 5'-4" 8'-2' V-3' B'-2' 8'-2• 11'-9' 6'-3• V-6 12'-6" 70.0 17'-4' 5'-9' 7'-8' S'-4' 9'-6' 6'-10' 8'-4' 4'-8' 11'-9" S'-6 12'-e' 75.0 18'-6" 5'-9' 7'-7' 5'-4" 8'-0' 6'-3' 8'-0' 8'-2' 11'-7" 6'-3' W-6 12'-5' 70.0 I6'-6" 5'-9' V-7' S'-4' 9'-5' W-10" 8'-3• 4'-8" 11'-7' S'-6 12'-5" 60.0 15'-9' S'-9' T-T 5'-4" T-10' - 6'-3' 7'-10' 6'-2' 1.1'-6" 6'-3' 5'-6 12'-4' KID 15,-9" S'-9' 7•-7" V-4" V-4• 6'-10' 8'=3• .4'-8' 11'-g' 5'-6 12'-4' 55.0 1B'-0' 5'-9" T-7' 5'-4" 7'-9' 6'-3' 7•-9' 6'-2" Ii'-5" 6'-3' V-6 12'-3 B6A 15'-0" 5'-9" 7'-7' S-4' 9'-3' 6'-10" B'-2' 4'-8' 11'-5' 5'-6 127-3 90.0 14'-2' S'-10' 7'-7" 5'-5' 7'-9" 6'-4• 7'-9' 6'-3" 11'-5' 6'-4" V-7 12'-3 00.0 14'-2' W-10" V-7' S'-$' 9'-3' 6'-11' 8'-3' 4'-10' 11'-5" 5'-7 12'-3 95.0 13'-5" 5'-10' 7'-7" V-6" 7'-9" 6'-5' T-9" 6'-4" 11'-5' 6'-5' S'-B 12'-3 90.0 13'-5" 5'-10' 7'-7" 5'-6" 9-3' 6'-11" 8'-3" 4'-11' 11'-5' V-6 K12r-3 - .100.0 12'-9' 5'-11'- T-T 5'-7" T-9' 6'-6' T-9' 6'-4' 11'-5' 6'-6" 5'-9 12'-3 700.0. 12'-9' 5'-11" 7'-7" 5'-7' V-3' 7'-0" B'-2' S'-0" 11'-5' 5,-9 106.0 12'-2' 6'-0" 7'-7" 5'-7' 7'-9' 6'-7" 7'-9' 6'-5" 1 L-5' 6'-7" 5'-9. 12'-3 106.0 12'-2' 6'-0" 7'-7' 5"-T 9'-3' 7•-7' 8'-2' S'-1' 11'-3' 5'-9 110.0 . 11'-T 6'-0' T-T 5'-8' T-9' 6'-8' T-9" 8'-6" '11'-5" 6'-8' S'-10" 12'-3 110.0 11'-7' 6'-0' 7'-7' S'-.B• 9'-3' 7'-2" B'-3' S'-J' 111-51 5'-10" 178.0 11'=1' E'-1" T-T 5'-9" T-9' 8'-9' T-9' 6'-7" 11'.-5• 6'-9" S'-11' 12'-3 118.0 11'-1' 6'-1' 7'-7' W-9' 9'-3' 7'-2" 8'-3' S'-4' 11'-5' 5'-11'120.0 10'-8' 6'-1' 7'-6' S'-9' 7'-9' 6'-10' T-9" 6'-7" 11'-5" 6'-10" 6'-0" 12'-3 120.0 10'-8'- 6'-1' 7'-6' 5'-9' 9'-3' 7'-3' ' ' S'-5' 11'-5' 6'-0'120.0 10'>2' 6'-Y T-T 5'-10' T-10' T-0' T-10' g'-9' 19'-5' 7'-0' 6'-1" 12'-3 1280 10'-2' 6'-2' 7'-7• 5'-10' 9'-3' 7'-4' g'-3' '- 11'-Y 6'-1'130.0 9'-10' fi'-3' T-T 5'-1D'. T-9• T-0" 7'-9' 6'-9' 11'-5' 7'-0' 6'-i' 12' 130.0 9'-10' 6'-3' T-T 5'YO" 9'-3" T-4' B'-2' 0'-9' 11'-3' 8'-1"135.0 9'-5' 6'-4" 7'-7' 5-11' 7'-10' 7'-2' 7'-f0' 6'-10' IV'1. 7'-2' 6'-2 12'-3 1J5.0 9'-5' 6'-4" T-T 5'-11' 9'-3' T=$' B'-3' 6'-10' 11'-5' 6'-2'140.0 9'-1•' W-4" T-7• 6'-0" 7'-10' 7'-3" 7'-10" 6'-11". 11'-5• T-3' 6'-3' 12-3 140.0 9'-1' 6'-4'- T-7" 6'-0• 9'-3' T-6' 8'-J' 6'-1I'. 11'-5' B'-3' 12-3 146.0 8'-f0" 6'-5' 7'-6' B'-0' 7'-9" 7'-4' V-9" 6'-11' 11'-5' 7'-4' 6'-3" 1 12'-3 1 140.0 8'-10" 6'-5' 7'-6' 6'-0• 9'-S 7'-6 8'-2" 6'-11" 11'-5" 6'-3' 12'-3 150.0 B'-8" 6'-6' T-7" 6'-1' T-9' T-5' T-9' 7'-0' 11'-5' 7'-5' 6'-4' 12'-3 150. 8'-6• W-6' 7'-7' 6'-1' 9'-3" T-7" 8'-2'- 7'-0' 11'-5' -6'-4" 12'-3 163.0 8'-3" 6'-6' T-7" fi'-2' T-9' 7'-6" T-9' 7'-1' 11'-5' 7'-6' 6'-5" 12'-3 186.0 8'-3' 6'-e' T-T 6Ly g•_3• 7•_g• g•_2• 7L1• 11'_5• ,g'_$• 12•_3 160.0 8'-0" 6'-T T-6' 6'-Y T-9' T-T T-9' T-2' i V-5' 7'-7• 6'-6' 12'-3 160.0 8'-0' 6'-7" T-6' 6:-2' 9'-3'- 7-9' e'=2' T-2' 11'-5•' 6'-8" 12'-3 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A:S.D.DESIGN PRESSURE RATING SHALL NOT BE C '/nnUL %ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. / NO MULLION f I i 1, i � I I INTERIOR I MULLIONr " T'" P• . L(/T 1 ....... rr PIS FLORIDA BUILDING CODE(High Velocity Hurricane Zane) t 's 4167 .t 0 2017 rLTECO INC. Na� �� DRBY, dK.MULLION SPACING:"S" Impact Protective Rolling System 03/24/17 IL ECO1pC: DA,E *_ TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �O 111 nus xv xa s sa sos xgsw wroua,n aIw 1626 S.W.BILTMORE STREET 17-243 �O'�•,.LOR�a. �� 111 " h°S>°T-nu r (lmbn-Ivy POflT 5T:LUCIE,FL 34984 6ltecoe9ol.wm DRA1MMa 91 2 • �. 11 E0-0008719 PxavE:(M)7497905.,TAY:(712)671-a99D o4n ...1 WALTER A rLLR dr:P.E. oat v. IT$ DATE FLORIDA LIc./44167 I✓!I e-g10 N/� 9MEE7 24 oi'Z6 ���� A SCHEDULE1b SCHEDULE 2b FLOOR TO CEILING(TRAPPED)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(p.a.f.)8 A 12'-0"MAX.MULLION SPACING(ft) DESIGN PRESSURE RATING(P.S.F.).&.A 12-0"MAX.MULLION SPACING(FIT' MAXIMUM MULLION SPAN(IT) MAXIMUM MULLION SPAN(Fn MAXMAX. •MAXIMUM ©4"x6"x14"MULLION 4"z8"x1/4'MULLION 4.41'x114'THICK(318'FLANGE).MULLON A=. 'MAXIM ©'4"x8"x1/4"MULLION 4"z8"x1/4°MULLION G2 4'x7'x1/4'THICKDESIGN MULLIONSPACING Fl pATM gip' 0'FLANGE)MULUON (IV. y•t,). , ORIENTATION/b ORIENTATION 2( ORIENTATION 1 ORIENTATION_/2 Q) ORIENTATION 1. ORIENTATION 12( (P-Q (� tlR1ENTATION/1. ORIENTATION 2 Q) ORIENTATION 1 t ORIENTATION/2 �) oRID4TATI0N P2:Q) END' INTERIOR END INTERIOR ENO INTERIOR END INTERIOR .END END INTERIOR END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 17-D 11'-7 11•-6 '9'-9- 12•-6" "12'.-6' 12'-8' 10'-7.• 12'-6` IT-8" 11'-3" 12'-6' 'JOA 12'-0" B'-D 11'.-6' 9'-9• 12'-6' 12'-6' IX-G' 10'-7• 12'-6' 11'-3* 12'-6' 3&0 12'-0' 10'-7' 10'-11• 9'-2• IV-6' 12'-0' it'-tl' .10'-0' 12•-6' 12'-6' 10'-4' 12'-6• 30.0 11'-0". 9'-2' 10'-11' 9'-2' 12'-5' 12'-6' 111-11• 10'-0' 12'-6^ 10'-4' IV-8• 40.0 12'-0" 9'-10' 10'-5• 8'-8" IV-6" 11'-8'. 11--4- 9'-8' I V-6•.. 11:-10• 9'-7' 12•-6" 40.0 12'-0' 8'-9' 10'-5' a'-9" 12'-8' 111-8, 111-4' 9'-6" 12'-6' 9'-7• 12'-8' .4&0. 12'-0" 0•-3' _.10'-1' 8'-4' IV-5' 10'-11' 10'-11, 9'-1' IV-6' 11'-2' 9'-0' 12'-6' .48.0 12'-0' 8'-4' IV-1• 8'-4• 12'-5'. lo'-11• 10•-1'1' 9'-1'. 17-6' VV-2' 12'-6' 60.0 12'-0' 8'-9' 8'-8' B•-1' 12'-0• 10'-4' 10'-7" 8'-9' 12'-6'. 10'-7" 8'-6' 12'-6' 60A 1Z'-0' 8'-1' '9'-B' B'-i' 12'-D": 10'-4' 10'-7• 6"-9" 12'-8' 1'2'-6' 66.0 12'-0' B'-4' 9'-5' .1'-10'.,91'-8" 9'-t0'. 10'-3' .8'-6' 12•-6' '10'-1' .8'-1" 12'-6,� 60.0 12'-0' 7'-10' 9'-5' 7'-10' 11'-8' 9'-10' 10'>3' 8'-6•no iV-0' -8•-0' 1 1• .7'-6' i1-4' 9'ti•' 9'-11' e'-3' 12'-8' 9'rT Tr9' 12'-6' 60.0 12'-0' T-6' ::9'-2'. ..T-6" ...1'i' 9•-5" 9'-11' ..8'-3' I2'-6" I2'-6• 60.0 IV-0' 'T-8' 8'-11" 7'-2' 11'-0' B'-1' B'-8' B'-0' IV-8' 9'-J' 7'=3' 12'-6' a5.0. _.12'-0". 7•-2'. 8'-1Y ._2'-Y. 11'-0". 9'-1' '.9'-8' 8'-0'. 12'-6' IT-6' 70.0 IV-0' 7'-4" 8'-8• 6'-11' '10'-9• 8'-9' 9'-5• 7'-10' 12'-6' .8'-11' T-2' 12'-6' 7DA 12'-0' 8'-t1• B'-B' '6'-11• 10'-9" 8'-9" 9'-5• 7'-10' 12'-8' 12'-6' 73A. 12'-0' T-1 B'-6' 6•-8' 10•-6'' B'-5• 9•-3" T-8' 17-6' 8'-7, 6'-11' IV-6' 76.0 12'-0' 6'-8' V-6• f0'-8' 8'-5' B'-3'... T-a' .12'-8' 12'-8" 0'-3" 8'-2' 9'-0T-5' 1Z'-6' 8'-4' 6'-8' 1Z'-6' -60.0 ..i1'-0' 6'-S' "' ' ' ' 10'-3' 2 11'•-0' 8'-8' 8'-2' 6•-3• 9'-9' T-11' .e•-10' 7'-2• IV-e' 8'-1' 0'-6' 12'-B'.. 85.0 1T-0" 0' 3' 8'-2"' 8'-3' 10'-1` T-11' 8'-10' 7'-2" 12'-6" 12'-6" :90.09'-2' T-8' B'-8' 1'-0' 12'-5' T-10' 8'-4' 12'-8' 90A 12'-0'. a'-1' 'B'-0' 6'-1' 9'-11' 1'-8' 8'-8' l'-0' 12'-5' 12'-6', 96.0 12'-0" 6'-4' 7'-10" 5'-11• 8'-B- 7'-5" 8'-6" G'-10' t2•-1' 7'-5" 6'-2• 12'-6' 95.0 12•-0' .1 11'. 7•-10• 5'-11• 9'-8'. 7'-6•. 8'-6' 8'-10' 12'-1' 6'-2• 12'-6' 100.0 1Z'-0' 6'-2" 7•-8' V-9" e'-3' 7'-0' e'-3" fi'-B' 11'-9' 7'-0' 6'-0" 12'-6' 1OOA 12'-0' 5'-9' 7'-8' S'-9' 9111' 1'-4' 6'-5' 5'-8' 11'-9' V-0' 12'=8' to0.0 12'-0" 6'-0" 7'-7• 5•-B" 7'-10' 6'-B' 7'-10' 6'-6' '-6' 61-8' '-10' 12'-4 105.0 12'-0" 51-8' T-7' 8'-e• 9'-4' 71-1' SCHEDULE 1b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD,MULLION SPACING 6 SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(1111 FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(P.S.O.AND.FOR 12'-O"(CASE.1)&8'-0"(CASES la&11)MAX MULLION A.S.D.DESIGN PRESSURE RATING(p.a.f.).AND FOR 12'-0"(CASE 118 8'-0"(CASE II)MAX. SPACING(ft) MULLION SPACING(ft)' MAXIMUM MULLION SPAN (ET) MAXIMUM MULLION SPAN (FF) _ G 4'46'x1/4'THICKA.S.D. MAXIMUM G1 4'ic8'x1M'THICK G3 YxTz1l4'THICK ; MAXIMUMG 4"x6'xlf4'THICK Gt 4'x8kt/4'THICK G3.TxTx114'THICK DESESM MULLION MULLION MULLIONCAM PSE {71R M MULLION MULLION MULLION CAMSPACING CATION i1 C6ETBAxt(I mum II MWAM II MWAlxx1 I'OIDxi"II DREHTAim+ RATING SPACING �+I1 DM]RATEtI! Tqx iI OSINPTxx!II OATIDI i AiON jt Anon 11 RATING (°)' W (0)t (qt W (0)t (fit of (` ENO (P+r.) UU (fit I Ot 44t (fit' (0)t fit I (0)t' END I INTERIOR END INTERIOR INTERIOR END INTERIOR MULLION END I INTERIOR ENO INTERIOR INTERIOR END' INTERIOR JOA 12-0 - 12•-6" !Z-40 12'-6• 12'-8' - 11'-0' _ I 30.0 42•-0" - 12'-6• '17-8' 1Z'-8 11''-6' I i'-0' o 35.0 i1'-0' - 12'-6' 12•-6' 11'-11". JV-6". - 11'-0' 30.0 12'-0' - 12'-6' 12'-8' 11'-11' 12'-6' - 11'-0' �t= I I 40.0 12'-0' 17-6' 11•-8' 11'-4• 17-6• - 11'-0• 7�r I ( 40.0. 12'-0' - 12'-6' 11'-8, I1'-4' 12'-8' - 11'-0' CASE 1 46.0 12'-5' 10'-11, 10'-11" 12'-6'. - 11'-0' �Q I I cAsr.f 46.0 12'-0' = 12'-5' 10'-11' 10'-11' 12'-6' - 60.0 12'-0'. - 12'-0" to'-4' 10'-7' !V' 6' - 11'-0' i INTERIOR 60.0. 12'-0' 17-0' 110'-4 10'-7". 12'-B' 11•-0" 5.50 W-O' 11'-8" 9•-t0' 1 10'-3' 12'-8' Ii'-0' i I MULLION 55,0 12'-0' - 11'-8' 9'-10' 10'-3' 17-6• - 11'-0' 60.0 0' 11'-4' r12'-6"' 9'-11' 12•-6' 11'-0' ! I 6D.0 17-0' - 11'-4' 91-5' 9'-.11" 12'-6• - 60.a. 17-o' - 11•_3, 9•-4- 9,_11• 12,_6• - 11,_0• 80.8 12'-w - '-3" _9'-11' 12•-6• - V-0• 30.0 8'-0' - 9'-0" 9'-O' 9'-0" 9'-0' - TIT 30.0 8--0' - 12'.-8" 12'-6' 12'-6' - 111-0" t•`"5' ` 36.0 6'-0' - .9'-0' 9'-0' 9'-0' 30.0 8•-0" - 12'-6' 12'-6' 12'-6' - it'-0' 40.0 8'-0' - 9'-0" 9'-0• 9'-O• 9'-0• - e'-0• 40.0 8'-0• - 12'-6" 17=6• 17=6" - 11'-0• MULLION SPACING:"S" 40.9 8'-0' 9'-0' -o•4610 e'-0' - 12'-6' IT-6" IV-8' - 11'-0' 00.060.0 8'-0" - 12'-6' 12•-1' 17-6' - 11'-0'. '66.0. 8'-0' ' ' 9'-0' 9'-0' 9'-0' 9"-D' 65.0. b+-0' - 12'-6" 1.1•-8" 12•-6' - 11'-0' MAXIMUM MULLION SPACINGSHALL BE SUCH .eoo 8'-0' - 9'-0' 9'-0'W.0 6'-D" - 12'-2' 11'-4' 12'-2" - 11'-0' 83.0 8'.-0' - 9'-0' 9'-0" 9'-0• 9'-0 CAM If. a:9 e'-o' - Iz'-D'. Iz'-o' n'-4• 12'-0' - 11'-0' THAT MAX.ALLOWABLE SLAT$PAN FOR THAT - - - 30A s'-o" a'-0' 9'-0" 9'-0' 9'-D" a., DESIGN LOAD.SHALL.NOT BE EXCEEDED. .70.0 a'-o'. - 9'-0' .9'-0" 9'-0• 91-0• 36A 8,-0' 9'-0' 9'-0' 9•-0" V-0" 9'-0" 70.0 V-0' - 9'-0' 9'-C' 9'-0' '9'-d 40.o e'-D' 9'-D' s'-o' 9'-0' s'-D" 9'-0' t MULLION ORIENTATION IS SEEN THE e'-o• - .9'-0" 9'-0' 9'-0. 9'-0' - .9•-0' 454 8'-0" - 9'-0' 9•-0' 9'-0' 9'-0' - s'-a" OUTSIDE(EXTERIOR)OF PRODUCT. 85•o .e'-tl' - s'-D' 9'-0' s'-o• 9'-D' au 8'-0' 9'-0" 9'-0• 9'-0" 9'-0' - 9'-O' 911.0 V-0' .9'-0• 9'-0' - 9'-0" 55.0 B,_D• - 9-0' 9-0" 9'-0' 9'-0' �Q•�•p� 'r'1 I. 96.D 61-D• = 9•-D•. 9• = 9'-0•. a0.0 85-0" - 9-0' 9-0' 9'-0• 9 0 - 9'-0' V „.., 100.0 e'-0' 9'-o• 91-0• 9•-0" 9'-0' 9 Q 65.0 8'-0" tt•� 70.0 8'-0' - 9'-0' 9'-0' 9-D' 9 0 - 9'-tl".. FLORIDA BUILDING CODE(High Velocity Hurricane Zoite) 70.0 8'-0• - 9-0' 9 0' 9 0' 9-0- - 9'-0' 44 C 2017 pLTEOO TNG • DRAWN Bt. 80.0 8'-0" - e-0' 9-0' 8 9"• 9..0" - 9'-0' `• -„4416 Nautilus L.C. T ' aso 8'-o s o '._q. e-J'• 9 0' - 9-0' y L�/� ImpsIct P-tectl"RoMag System 08/24/17 90.0. 8'-0 9 0 e 2 T-9'• 9'-0' - 9=0' 7� f 'L E C O INC. aID 96o s'-o 9 0 7 e T-4 s'-a - 9 �� �``` TILLIT TESTING&ENGINEERING'.. -, EXPERT SHUTTER SERVICES INC. 00.0 8'-0 .9 0 3 7'-0"• 9'-0' - 9-0' g\ vss 1•st r s 395 w+ttw-M n..1. 1626 S.W.BILTx1ORE STREET 17-243. PL0 . �,N� an4:eso5m t 550 f 115.51' PORT'ST.LUCIE,R.34984 -NOTE:USE 9'-0"IF ANCHOR CONSISTS OF HILT),INC HUS-H SCREW OR POWER,FASTENERS, O,� C7 {1 - en.uNerooOoLtam Ix+AwRHi 11e WEDGE-BOLT ANCHOR.SEE SCHEDULES 1 a 2 ON SHEET 10A F� �(,� {{ ES-0006719 RIONE(800)749-9058.FAX(772)e71=0980 WALTER A TILLIT Ji.P.E. •• ' vrt P.E.hSF1ty/�IfjygJIL4( DATE FLORIDA Ua.144167 �1~ m 5s-cro AVt SHEET.25 Of 26 J SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)-MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR.MULLIONS FORA GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.fJ.& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'4MAX.MULLION SPACING SPACING(ft) (FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(TT) M.DMAX OES . ©4"SkTxllV MULLION 01 4"x8"x114"MULLION G2 4'xTx114'THICK(318'FLANGE)MULLION 0�691m kIA)m 61. ©4'k6'k1/4"MULLION G1 4"x8"x1/4"MULLION G2 roxV4'THICK WALION RATING a PRATM SPACING FLANGEI MULLION .ORIENTATION 11 ORIENTATION 2.( .ORIENTATION 1 ORIENTATION/2 ORIENTATION 1. ORIENTATION[2( (P+1') (ft)4 ORIENTATION;fI t4tl ORIENTATION 2 Ut ORIENTATION 01.W ORIENTATION 02 ): ORIENTATION..i2 END INTERIOR END I INTERIOR END .INTERIOR END INTERIOR. END ENO INTERIOR END INTERIOR END INTERIOR. END INTERIOR END INTERIOR END INTERIOR 30.0 7'-0" 12'-6' 12'-6' 12'-6' 12'-6' 12'-6 12'-6' '12'-6' 1276' 12'-8" 12'-6" 12'-6' 30. 7'-0" 12'-8' 12'-6' 12'-8• .12'-6' 12'-e 12'-6' 12'-6' 12-6' 12'-8' 12'-6' 30.0 7'-0 12'-6" 12'-6' 12'-6' 12'-6' 12'-8" 12'-6' 12'-8'. 12'-0' 12'-6" 12:-6' 12'-6' 3IkO 7'-0' 12:-6' 12'-6" 12-6' 12'-B' 12'-6' 12'-8' 12'-6' 1T-6" 12'-6' :12"-6' 40.0 1 7'-0' W-6" 12'-8' 12'-6' 12'-6' 12'-8' 12'-8' 12'-6" 12'-6' 12'-6' 12'-8" 12'-0' 4410 T-0' 12'-8' 12'-6' 12'-8' t2'-6' 12'-8' 12'-6' 12'-6' 12'-6' 12'-8' 17-6' 40.0 7'-0" 12'-6' 12'-0' .12'-6' 12'-6' 12'-8' 12'-8" 12'-6' 12'-6" 12'-6" 12'-6" 12'-0' 7'-0' 12'-0' 12'-0" 12'-6" 12-8' 12'-6' 12'-B' 12'-B' 12'-B' 12'-8' 12'-6' 504 1 7'-0' 12'-6' 11'-T 12'-8' 12'-0" 12-8" 12-6• 12'-6' 12-6' 12'-8" 12'-6" F2'-_r W.0 7'-0' 12'-6' 11'-7'. 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' W-6' 12'-6' 12'-6" 55.0 7'-0' 12'-6' 11'-3' 12'-6' 12'-6' _12'-6' 12'-3' 12'-B' 12'-8' 12'-8'. 12'-6' 12'-8' 55,q T-0' 12'-8' -11'-3' 12'-6' 12'-8" 12'-8' 12'-3' 12'-6' 12'-6' 12'-6' 12'-6' 60.0 T-0' 12'-6' 10'-I1' 12'-6' 12'-6" 12'-6" 11'-11' 12'-6' 12'-8' 12'-8' 12'-8' 12'-6" 8010 7'-0' 12'-6" 10'-11'- 12'-6' 12'-6' 12'-6' 11'-11' 12'-6' 12'-6' 12'-6' 12'-6' 66.0 7'-0" 1 12'-6' 10'-8' I 12'-1' 12'-6' 1 12'-8' 1 11'-7' 12'-6' 1 12'-6' 12'-6" 1 12'-6' 12'-6' 03.0 7'-0' 12'-6' 1 10'-B' 12'-1' 1 12'-6' 12'-6' 11'=7' 1 12'-8' 12'-8" • 12'-6' 12'-6' 70.0 7'-0" 1 12'-6" 101-5" 11'-6" 12'-6" 1 12'-6' 11'-3" 12'-6" 12'-6' 12'-6' 12'-6" 12'-6' - T-0' 12•_8• 10'_5• 11'_6• 12'_6• 12'_6• 11'-3' 12'-6" 12'-6' 12-e' 12'-6' 70.0 T-0' 12'-1' 10'-2" 10'-11" 12'-6' 12'-8" 110-0' 11'-I1' 12'-6' 12'-8" 12'-6". 12-6" 7'-D' 2'-1' 10-2" 10'-11" 12'-6" 12'-6' 11'-0' 11'-11' 12'-6' 12'-6" 12'-6' 60.0 7'-0' 11'-6' 9'-11' 10'-6' 12'-4" 12'-6' 10'-10' 11'-5' 12'-6' 12'-6' 11'-11' 12-6" 80.0 7'-0' 1.1'-6" 9'-11' 10'-8' 12'-4" 12'-6 W-10" IT-5' 12'-8' 11'-11' 12-6,. 85.0 7'-0' 11'-0' 9'-B' 10'-2' 12'-1" 12'-8' 10'-7' 11'-0" 12'-6' 12'-6' 11'-4" 12'-6" 1 a3,O 7'-0' 11'-0' 9'-9" 10'-2" 12'-1' W-6' 10'-7' I1'-0" 12'-6' 11'-4" 12'-6' 90.0 7'-0" 10'-7' 9'-7' 9'-10' 11'-10' 12'-5' 10'-5' 10'-8' 12'-8' 12'-2' 10'-10' 12'-8' 90.0 7'-0' 10'-7' B'-7' 9'-10" 11'-10' 12'-5` 10'-5' 10'-8' 1T-6" 10'-10' 12'-6' 90.0 7'-0' 10'-2' 9'-5'. 9'-6" '11'-7' 11'-11" 10'-2" 10'-4' 12'-8' 11'-9" 10'-5" 12'-6'- 7'.-0' 10'-2' 9'-5" I 11'-11' 10'-2' 10'-4" 12'-6' 10'-5' 12'-6' TWO 7'-0" 9'-10" 9'-3" 9'-3' 11'-5" 11'-6' 10'-0• 10'-1' 12'-8" 11'-5' '10'-1• 12'-8' 100.0 7'-0' - 9'-10" 9'-3• 9'-3• 11'-5' 11'-6' 10'-0' 10'-1" 12'-8" 10'-1" 12'-6' 105.0 T-0' 9'-6" 9'-1' 9'-1: 11'-]' 11'-2' 9'-10" 9'-10' 12'-6' 11'-1' 9'-8' 12'-6' IOU 7'-0' 9'-e' 9'-1' 9'-1' 11'J' 11'-2" 9'-10' 9'.-10' 12'-6' 9'-8' -12•-6" 110A 7'-0' 9'-3' B'-11' 8'-10' 11'-1" 90'-10' 9'-9' .9'-7• 12'-6' 10'-9" 9'-5' 12'-6' 110.0 7'-D" 9'-J' B'-11" 8'-10' 1V-1' 10'-10' 9'-9' 1'-7' 12'-8' 9'-5' 12'-6' 116.0 7--0' 1 9'-0' B'-10' 8'-7' .10'-11' 10'-7' 9'-7" 9'-5' 12-6' 10'-5' 9'-1" 12'-6' 115.0 7'-0' 9'-0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7." 9'-5' 12'-6" 9'-1' 12'-6' 120.0 7'-0' 8'-9" 8'-B' 8'-5" 10'-9' 10'-3• 9'-5' .9'-3' 12'-8' 10'-2" 9'-10' 12'-6' 1200 7'-D' 8`-9' 8'-8" 8'=5' 10'-9' 10'-3' 9'-5' 1'-3" 12'-6" 9'-10' 12'-6' 125.0 7'-0' V-6' 8'-7' B'-2'- 10'-T 10'-0' 9'-4' 9'-1' 12'-6' 8'-11' 8'-7" 12'-8' 12&0 7'-0" 8'-6• 8'-7" 8'-2' 10'-7" 10'-0' 9'-4' 9'-1' 12'-6' 6'-7* 1T'-6' 1300 7'-0" 6'-4' 1'-5' 8'-0' 10'-6' 9'-9' 9'-2' 8'-11' 12'-6" 9'-9' 8'-5' 12'-6' Ing T-0' 8'-4" 8'-5' B'-O' 10'-6' 9'-9" 9'-2' 8'-11' 12'-6' 8'-5' 12'-6' 135.0 7'-0" 8'-2' 6'-4' T-9' 10'-4' 9'-7' 9'-1' 8'-9' 12'-B' -9'-6' 8'-2" 12'-6' 135.0 7'-0' 8'-2" 8'-4" 7'-9' 10'-4' 9'-7' 9'-1" .8'-9' 12'-6" 8'-2' 12'-6' 1400 T-D' 8'-0' 8'-3" T-T 10'-1• 9'-4' 9'-0' 8'-T 12'-6' 9'-4' a.-O. 12'-8" 140.0 7'-0' 8'-3' V-7- 10'-3' 9'-4" 9'-0' B:-7" I2'-8' 6'-0' 12'-6" 146.0 7'-O' T-10' 'B'-2' T-5" g'-9" 9'-2' V-10' 8'-B' 12'-6' 9'-2' T-10' 12'-6' 1 8 7'-0' T-10' '-2• T-5' 10'-1' 9'-2' 8'-10' B'-6" 12-6' 7'-10" 12-6' 1800 T..-O' T-B' B'-1'. 7'-4' B'-5' 9'-0' B'-9• 8'-4' 12'-6' 8'-11" 7'-8' 12'-6' ISO.0 T-0' 7'-8' 8'-1' 7'-4' - 10'-0' 9'-0' B'-9' 8'-4' 12'-6' 7'-8' 12'-6' IWO 7'-0' T-6" 8'-0' T-2' 9'-2' 8'-10' 8'-8' 8'-3' .12'-5' 8'-9' 7'-6' 12'-6' .1580 7'-0'. 7'-6' 8'-0" 7'-2" 9'-10' 8-10' 8'-8' e'-3' 12'-5" T-6' 12'-6' 100.0 -' T-4' T-11" 7'-0' B'-10• 8'-8' e'-7" 8'-1' 12'-2' 8'-8' 7'-5' 12'-6' 150.0 7'-0" 7'-4" 7'-11' 7'-0' 9'-9' 8•-8' 8'-7' 8'-1" 12'-2' 7'-5" 12'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION z I 3 I _ INTERIOR •• , MULLION AQP T�(j/• ;'Q`� C1G„6C•••�'•. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ' •aa� i*: 029,71LECO IND: AIN Nautilus D?A1N 9r: IC MULLION SPACING:"S" * LMPRCt PrOteotlVC HOHfng System 08/24/17 IL ECOtNt. DATE '�•'• \\ TILLR TESTING&'ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. v-Aumoa,rt a11e6 .1626'S.W.BILTMORE STREET 17-243 �'rFc" V�61111 `I�R'7 16lecvavvllcosm 1 ice' PORT ST.LUCIE.FL 349134 mvEB-0006719 fMGHG-(800)749-9016.rAX!,(770)611-0990 DRAWING No 'S -tl WALTER A.TILUT Jr.P,E, a P.E. SE%RC�SIOIVBWVIGATE FLORIDA L,c.Ip'44167 snn m SHLET 26 OF 26