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HomeMy WebLinkAboutProduct Approval (2) 4 1 IV- Al [;06b, -��. SCIS Home Log In {User Registration Hot Topics; Submit Surcharge i Stats 8 Falls I Publications Contact Us BCPs Ste Map URks j Search 1 dbProduct Approval FUSER;Public User Product A9 mvai Menu>Product or Aoolication Search>Annlication List>Application Detail kir i FL it FL12246-R4 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 Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 12/31/2018 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating: +30,-30 p.s.f,at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f,at 8'-0"span with 1/2"slip. 244 PRODUCT EVALUATION REPORT.PDF See sheets 15,16 and 20 for additional pressures and spans. I Created by Independent Third Party:Yes Bade flex[ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® hArJ Credit card Safe I GENERAL NOTES: 6.ANCHORS SHALL BE,INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATIONDOCUMENT P.ED.]]HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -3/8"0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS /BROWARD COUNTIES). -1/4^0x3/4'SOLID-SET MANUFACTURED BY ALL POINT, INC. -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILT], INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY ITW BUIIDEX, INC FORA BASIC.WIND SPEED AS REQUIRED BY THE JURISDICTION.WHERE THESE SHATTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FORA ALLDIRNOT EXCEALITYED FATTER Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER EFTS FEC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MA%INTENT (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&2D TITRE 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 100% EDGE DISTANCE O 1008 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8'0x1 1/4"CALK-IN 3 3/4' 4 1/2' 1 1/4" (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4'SOLID-SET 3- 3 7/8"(3000 psi) NOT ALLOWED A 3311 INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS bM USED IN THEIR ANALYSIS. FASTENERS 3/6"0 KWIK BOLT TZ 9' 4' 2 1/2'(3000 peQ NOT ALLOWED SPACINGS TO WOOD HAVE.BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015, 5/16"0 TAPCON XIL 3 3/4' 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED ACCORD CE WIT SHUTTER ION 16 T.1.2 ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WRIT SECTION.1609.1.2 E THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB S, SOUTH IDA 11 11A, 12, 12A, 13 & 13A. FLORIDA REPORT p 1030.01-OS AS PER ASTM E 1996-05, E 1866-05 AND E 330 STANDARDS, QUALIFYING INSTALLATIONS FOR WIND ZONES 1, 2, 3& 4, MISSILE TYPED AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 5.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLAY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEEPT END RETENTION SCREW_©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 W, EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 k3i TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT 0 100% 50016.ALL S.D.S.ARE.TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDINGGROUT FILLED OR CODE SECTION 2411:3:3.4. ANCHOR SPACING 0 1008 EDGE.DISTANCE 0 1008 CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 2T -9' 4 3/4'(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR A1SI 304 OR 316 SERIES STAINLESS STEEL.WITH 36 ksi MINIMUM 1/2'0 KMK BOLT TZ 22 1/2' 7 1/2" 3 1/4" (3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIK BOLT TZ 6" 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/8-0 HUS-H SCREW 4" 5' 2" (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS#6,095.225 AND #7,409,980. 3/8.0-WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS: 1/2'0 HUS-II SCREW OR WEDGE BOLT 6' 6' 3-(3000 PSI) NOT ALLOWED 5/8.0 MIS-H SC(IEW OR WEDGE SMT 7 1/2' 7 1/2" 2 1/2-(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN. 3000 p.e.i. COMPRESSIVE STRENGTH. 11.THE INSTALLATION.CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY f1W BUILDEX, INC. TO PREVENT YANG/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/6'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT1, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE.PRODUCT IS TO SE ATTACHED TO A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4"FOR 5/96'0 TAPCON XL ANCHORS& 2 1/2'FOR 3/8.0 KWIK BOLT 3 ANCHORS. NO EMBEOMENT INTO STUCCO SHALL BE CONSIDERED AS PARI OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED I A.2) MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4"FOR 5/16.0 TAPCON XL ANCHORS&5-FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL ANY FINISH MATERIAL 15. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON -CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WAIL:ASTM C-90 P:E.D. PROVIDED HE/SHE DOES NOT DEVIATE:FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY RW BUILDEX,INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4'. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INT STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF,RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED.CELL CONCRETE BLOCK SHALL BE 4. EDGE DISTANCE IS.BEYOND ANY FINISH MATERIAL. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED IT. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEERORPAVERS BE FOUND ON THE.EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUF NRG%.,�..A0.BBEL SHALL BE.LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILDIwID' 0 7J�EL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH (0-0.46) OR tri ,S. 9FlACC ONLY BE USED TO SOUTHERN PINE 02 W/G - 0.55 MIN. ,�P IRT THE STATE OF FLORIDA Al/4FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)' -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. `� c S 02017 TILIECO ING • c DRAMI ee C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL - f• �'44167 �� Nautilus L.C. THREADED PENETRATION. *' ti Ro1Lng Sllulforsysihm 09/24/17 NO EMBEDMENT-INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. �,•q ����..�`'4 0 1 NC. - DATE C.2) MINIMUM EDGE DISTANCE(E.D.)OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 1/4".EDGE DISTANCE IS LIQ•• w �\ nwY 17snna a EKo1HCERwo coMPANr EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL. L /O` � \\ ��''�'��'g'�"�'��'r'' 'te'�'��� 1626 S.W.BILTMORE STREET \ vra,.:(,aari7r-ts00.ro:(.im)a7r_,yl 17-244 � .....•'• � 1 a PORT 5T.LUCIE,FL,34884 AEER OR PAVERS BE FOUND ON s �? 111 -m01.-0006771"" PROVE(e60)749-9059,i'Ax,(7n)871-09Ba 0RA°0W Ne C.3)THE EXISTING WALL WALLLEO FLOOR.STONE. NC ANCHORS BCONCRETE LONG OR BENOUGRICK H TO REACH THE MAIN STRUCTURE BEHIND -.1 111 WALTER A ItIO.Lert18r,P.E. gym^ - SUCH PANELS. P.E.SErIr/r,Lr.ArBLl�k/DATE FLORIDA UF.0 44767 m sRTST t X26 #10 nr.m' zsl7 xso3 eo #6 #7 #8 #9� os,00 h2.n rwn j1af #1 #2 #3 #4 -s#9S 1.620' 6a8' 88]' DETJ1 � .apo 2u' �llUld� TWO,C�•� 318' Aa7' A)0• (EYP.) '��\ .9,r ( DETAILS A 5� - 865TA1lf55B1�WA98 p�S A• '�• , TRWS"T40MLOSE TMREAOlfalT a.a�>< 6f29ISj Ha HFADABTHFZF.ID4101T susT. �P1.n.]' f21a0' np7298• 90' pxa90' 12698• R' . R1.31S R1.499• R1.8n5• pp pp gg ss q . I OPTION#1 NnDNDLm11cl >;caFw6xcs:. OPTION#2 nvlwASHER) L-DfiT.c nwrsTANiESSS7m SCREW .f .i (TYPJ 3" COAT®W7IHACS&MNI DSL:CCHROMEDntSE N1f100PoY0570N '.,»• X820 goo$9m• COATING SYSTEK AS WNUFACRf® ` - HYSUNSELTODAIMALC --.6a1• ,62y .wa• .6].• I DE'F.8 � ' w., Flu=1178.8 Id[fE1HE8rt&N(.'I10 oSLATS ]m '2°• .7sp� mY (�.) �1. STARTER SLAT .Tw]• low WB�TBAlUfANVM ALLOY . 6083-T8 ALUMINUM P110Y $ _ BASE SLAT IFY31EEai,A1'vy DETAIL•9 bGLE:iR'?1• �6013T6ALUMINUMALLOY •1 SCALF'IW-l' ROME 117.1• Z ':678• L.20a• � �.1se 1 us• � ACETAL BUSHING"' '.17 1.]80'- -.978' 1.7]0' ---EA00• ________,,OpO• NSE W OPTIONS.N ANDS smo' .188• .128• S Ae r .118 ,1,M 4] S,LSNRK75PE4•L• 9 s .178J •5I rw TENSILE T84LE STRESS TA YELD.B.1351ti ;,7s• -T.w•. ' s.a7c• _� $ O BUILD-OUT TUBE FLD6NtAlAlOaEAUS:6Bnd. 6083T&ALUEFlNUM ALLOY IZODNOTC,fr1D 6APACT:BSk3f1P ©RETAINING SYSTEM:SCREW+BUSHING OD SIDE RAIL 1.7 * O BUILD-OUTTUBE E1 BUILD-OUTTUBE '?" 60B3.TBALUMINUMALLOr 608376ALUMINUMALLOY .178' 606T-T6 ALUMINUM ALLOY • E:l?.,• SCALE.VT- � .) SCALE,7�1' N' *MUST BE REVIEWED BY SHUTTER MANUFACTIERER TO ALLOW FOR A MINIMUM a.o76• Row, 0.o5a•aERANCE BETWEEN SCREW HEAD AND I r•-2.W' CAVITY WALL AT NON HURRICANE POSITIONS. E3 BUILD-OUT TUBE 5063•76 ALUMINUM ALLOY + SCALE:1?=V .mo• 1 -(ITP.) BMEE19 t .25o @H 1/4.0x3!4•TIW(BUILDEX TEK SCREW CARBON STEEL Q SLUE:IW-I' ¢ ) '25W xso I �� 06116T TAPCON XL ANCHOR CARBON STEEL SCALE:Ire.I-. I � OK STORM BAR ........•. JO M-g HILTL INC.KINK BOLT 3 ANCHOR 605146ALU66NI11AALLOY r SCALE 3M ON+,•' �,�� CANSO STEEL �1O'•1' QF TRAPPED ANGLE © 4x6 MULLION G1 4x8 MULLION 4x7 MULLI © 6a6,.TSALUMMUM � SCALE+'-r 6061.76 ALUMINUM ALLOY 6061.76ALULONUMALLOY 808376 ALUMINUM ALL scALE3m•. .a� �,.••' .,,✓ :� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE.Irl=-,• •• ••� 02017 710EC0 INC... e3utIl1IS m"N LQ Elf.: 44167 • �� � ROHfngSdutterSystmm_ 06l24/17 nllR TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. _90 , " , a sn m umrm n 1T1w. 1626 S.W.B6.TMORE STREET 17-244 COMPONENTS _.��� LORI �6 ;�` ^=(,.fip]_,6TA. PORT ST.LUCIE.FL 34984 t t'm k M,ec00ed.e9m. DPANNI',1, ••.......... _ •PHOPE:(800)7aeNW6.FAa1.(n2)871-09.0 -/' pTE ( WLTE®A. LIf1Jr.P.E, P.C'�+�1�//7/r.)Q DATE FLLH6CIA Uc 1"167 >o,f n.n SHEET 2 or 26 iA 14 • 14 @14 12 I ' A 21 r �. .mow A • 0 4 • O . 1s e 1 SIDE/END CAP I j ,e 1e 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040THICK 0 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE ' .._ 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) ��• F 17 �`` ° /� 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 �0 11 ALUMINUM BASE SLAT !� 12 TUBULAR MOTOR 13 MOTOR BRACKET .100 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS „ 16 SIDE RAIL(MAIN SECTION)FASTENERS 417 HOUSING(FRONT&BOTTOM)FASTENERS sf /0 18 END RETENTION ASSEMBLY *Vol /� 19 OCTAGONAL AXLE FASTENERS 20 60MM.00TAGONAL DRIVE CROWN 1d 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END QAcP•&SSEMBLY COMPONENTS to FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) v _ No.ao1s� '_ 02017 1LTEco,1� Nautilus E�BY. 3 *s • RolllagShutter syatom oannr. sf I L E C O�N�. DATE � yT N0 t 01Bn RING CORPA� EXPERT16SHUTTERoSERVICES INC. �. .�UISrv'......... 17-244 J.6 11 - r.lxtecepeo4mm PORI St.LUPE,FL 34984 yts/ONA{��l`N1f11 D"wwo No EH-0006719 F�^E(eoo),4e-sosa.ru:(nx)87t-O" W/L,ER A.TILUt Jr..P.E. R.,w coml,4e Wx •w M ,au.rtr+ P.E."MWBI NO RE/DATE rLoaon Ue..A 44157 6ROCT 3 or zb BOX JY/6do Y/7 BOX V/9 {� �nPEAR D V/9 O SEAR Y/6 & Y/7 ZN END CAP END CAP END CAP END CAP t ) SLATS 82 SLATS SLATS SLATS ()4 p4 SLATS SLATS SLATS 0 SLATS m. 0/8 -SLATS 0/8 z 0/e - suis 0/8 g� 0'/8 0'/8 ao 0'/8 0'/8 3 SLATS SLATS B I sue p .. - SLATS p � SLATS (Typ. Ea. END) (Typ. Ea. END) SLATS SLATS A A t0 (TYp•) p10 (Typ•) SLATS SLATS STORM BAR SPACIN B �Y/6 &.Y/7 (SEE SHEET 22 i B �V/9�� V/9 DY/6 & Y/7 Ma SLAT SPAN (SEE SCHEDULES ON SHEETS 15 h 20) Ma:,SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS * ** (SEE SCHEDULES ON SHEET 15) r NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN I V-0"APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0', (o) CURTAIN SHALL START W/'81 SLATS AT TOP, FOLLOWED BY 02, 83, .....THEREAFTER,ALL THE.WAY DOWN;EACH:SLAT 8 SHALL CONSIST OF MIN.FIVE (5).SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONT114UED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF.FINAL SVA NUMBER INSTALLED BEFORE.BOTTOM SLAT QB MAY VARY WITH SHUTTER'S HEIGHT.. I ,A T, (D) BOTTOM SLAT BQ MUST.BE ALWAYS INSTALLED. r1' 'N `ceu110, •'•� ** CASE 9:SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATIONS W/O STORM Q '.VVGwc•""�� FLORIDA BUILDING CODE (Non Sga Velocity Hurricane Zone) BMS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-O'. �"I 4 A 4 RV 02017 VLTECO INC. �r • LR"N (a) CURTAIN SHALL START W/81 SLATS AT TOP, FOLLOWED BY 82, 83 ...THEREAFTER,.ALL *.. * •''k= IVa;iltllilS L.C. THE:WAY GOWN:EACH.SLAT'#SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT ROLinQSAuetorSyseem 08/24/17 NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE 'O INb. DATE- SLATSNMUSTUNTIL BE USED TO10 �COMPLETE THE TOTAL ST IS INSTALLED.AFTER HUTTER HEIGHT.0 SLAT IS ADDITIONAL-7#10 �O"Q R �'v0' 7.^w 1EmHCINE.En(Nc�a4D�P m EXPERT eSHUTTER ILWORESTREET SERVICES INC. 1/_244 /t IIM4ty 1 (h) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. _L •S� """•�(,� 1,1 a-m a•-DOD Oeal.rom PNa�:leoa) ST._gyE E',rAe(n2)01-0945 °0 FL 34984 NO ONA�- ,1 EB-000n7,e ---/'''♦ WALTER A.nLLr�fir.P.E. eac �^`•.• P.E. Scnys NATURE/DATE RORDA /u167 •u,rm, .n SxLa 4 or 26 Max.MULLION SPACING l>W-1/10 OR W-2/11 OR or 0 or (SEE SCHEDULE 1 G oroorO W-3/12 OR W-4/13 ON SHEETS 24,25&�26 �W-1110 OR W-2/11 OR Max.STORM EAFF SPACING Mo..MULUCIN SPACING (_V"'I a REAR �W-3/12 OR W-4/13 BOX (SEE SCNEOUE ON SHEET 22) (SEE ED V/9 IN (TYP.) -Du or or ON SHEETS 24,25 26) END BOX P -FEND CAP' -- il 's ii SLATS 1 #2lii SLATS LATS I I 1 1 _#363 SLATS I SLATS -r/0==p•M #4 #4 I I SLATSSLATS 0 SLATS 4- SLATS 3- I z 1 4 11 6 06 Q/8 =078:i i i SLATS IL I- I SLATS M.WOR,� f 1 50 17 t, #7 SLATS SLATS _w R 8 (TYP.) R/8- 0 (T P) I T_ I i R/8:: R/8 or Z Z:II or or #8 ZR I SLATS VR8% R'/8Z :R'/ SLATS ts- D R/8 44- ii 11 or I 11 II (Typ. Ea. END) (Typ. Ea. END) R•/8 --------— H R/8 I SLATS ------4-� SLATS /8- 1 II IR/8 It R 8- f II II or - 11 or 1I I I or 11 or I IllIlIf R'/EI__ R'/8 I I I I I I I R'/8_ 1 1 R'/ I' H i t I 010 -#10 SLATS SLATS -1/10 OR W-2/1 1 OR B W.X. STORM BAR SFACING W-1/10 OR W-2/11 OR J W-3/12 OR W-4/13 I(SEE SHEET 22) W-3/12 OR W-4/13 V/9 D (Typ.) 11 (Typ.) Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAIN Max. SLAT SPAN Max, SLAT SPAN i Mox SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES C' SCHEDULES ONSCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION . Wj MULLION & W/O STORM BARS W/ MULLION-& W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE I SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'.APPLICABLE TO INSTALLATIONS W10 STORM GARS,W/STORM EIMS OR W/'STORIA BARS&MULUONS W/HEIGHTS UP TO (a) CURTAIN SHALL START W1#1 SLATS AT TOP, FOLLOWED BY 02. 03, .....THEREAFTER ALL THE WAY DOWN. EACH SLAT#SHALL CONSIST or FIVE(s) SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zom) 167 02017 TIL7ECO INC. DRAIN"ITY. CASE 2'SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATION W10 STORM BAR AND W1 Nautilus Lr_ MULLIONS W/HEIGHTS LARGER THAN Il'-D'. Rolungsbuttersystam 08124/17 14 DATE (a),CURTAIN SHALL START V// 01 SLATS AT TOP. FOLLOWED BY 02, 03. .....THEREAFTER ALL THE WAY 1 EXPERT SHUTTER SERVICES INC. DOWN.EACH SLAT I SHALL CONSIST OF FIVE (5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR -1 TESTING✓t CNCINEERING COMPANYwn 1626 S.W.SLTMO STREET 17-244 ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL 010 SLAT IS INSTALLED.AFTER 'A,� 10 #10 SLAT S INSTALLED.ADDITIONAL 010 SLATS MUST BE USED TO COMPLETE THE, SHUTTER 41 PORT ST.LUCIE.FL.34984 1 -00067'0 f ol,�' HEIGHT. 1,11 Eatl WALTER A.TAUT Jr,PS 1,1 4167 + sxEET sot 2a (b) BOTTOM SLAT@ MUST BE ALWAYS INSTALLED. P.E. S ICNATURE/DATE FLORIDA U..j 4 _o! 5/16.0 TAPCONS XL 1Y/ POURED r-5/16'0 TAPCONS XL W/2 1/4"Min. 1'x1"x1/8'OR 2'x2'x1/8' 1/4'mx3/4" 2 i/4'Min. EMBEDMENT R0 x0ITW BUILOEX TEK SCREWS NCR EMBEOMENT& I O.D. .060"GALV, ALUMINUM TUBE CASTEEL WASHER®24'o.c. W/ 1'O.D.x0.060'GALVANIZED STEEL & 1.0.0.x0.060"GALV. % 5/16'0 TAPC INS XL W' WASHER® 24'o.c. STEEL WASHER JD 24'o.c. / :�� 2 1/4'Min.EMBEDMENT O ®24-o.c. I. POURED CONCRETE // POURED CONCRETE OR GROUT FILLED \ OR GROUT FILLED CONCRETE BLOCK \ CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. 0rr__1�r , '�--------- EDGE 0F_7 EDGE OJ OPENING � , i M.. M OPENING E%ISTING I STSINGLASS- 1 ^ 1 % ( RGSSi , (BEYOND) (BEYOND)BEYOND r / SEE.ANCHOR . ir' y SEE ANCHOR / s w _ =w SCHEDULES, _ s SCHEDULES ON s SHEETS 16, In SEE ANCHOR F & 1EET5 16 17 z SCHEOULES ON �^ & 18 1I Z o SHEETS 16 17 A z II NNN o A �>> & 18 Ho 1 A Min. SEPARATION W Min. SEPARATION Min. SEPARATION ; �+ TO GLASS 3 TO GLASS s d TO GLASS IXiEIIIOR (SEE SCHEDULES, .I vWWi (SEE SCHEDULES, j E)QERIOR w (SEE SCHEDULES, II Jl ON SHEET 15) ''' ON SHEET 15) O I � ON SHEET 15) " / °R E3 ' / I ,I 8 ?i o$ 0/8 / 0 0�8 e 0/8 POURED CONCRETE I POURED CONCRETE OR GROUT FILLED POURED CONCRETE OR GROUT FILLED------LL( / CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED OR GROUT FILLED ,t CONCRETE BLOCK I WALL REQUIRED. I� WALL REQUIRED. . EDGE OF / EDGE OF OPENING �' o OPENING ki 2 12 1/16• MIN. E.D ldlN. EAT /2x1 1/2'XO.o62'xCONT.ALUM. , � , f7�. _ 25c4x0.062"xCONT. ANGLE 1Y/5/16"m TAPCONS XL W/ - ALUM.ANGLE 5/16'0 TAPCONS XL W/' —I" 2 1/4'Min.FM13EDMENT®24'o.o. —POUREL)-0 Min.)E 5/16'0 TAPCON$.%L W/ T 2 1/4'Min. EMBEDMENT (Yc=3 ks;.MinJ REQ!0. 2 1/4'Min.EMBEDMENT W'24"'... 1 -0 24"o.c. WALL MOUNTING FLOOR/CEILING I TRAPPED.MOUNTING BUILD-OUT MOUNTING SECTIONS.o ..,•..1ip' fj ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • -:• O 2017 RLTECO INC. • o9A11TJ BY: INSTALLATION DETAILS ON EXISTING POURED I Na 4416T _ Nautilus L� �,: 'e �.. Rolungscufter4sfem w/24/n CONCRETE OR GROUT FILLED CELL CONCRETE IL ECOfN�. — Dw BLOCK BUILDINGS oo; �-\ T LLR TE311NC G EN0INEER NG COMPANY EXPERT SHUTTER SERVICES INC. 'Q ! msa N•.:cu.a.sa.rn wxcra cumc«s,n wea t62a S T. UCIE.FC STREET 17-244 O /� �� rw,:Jxa1m1 15m r. :tws19 1-1f11 �.. JAL�. 1 e-mar Glleco0aa4rnm PORT 5T.LUCIE,'.F4 71984 GRAIInNG w SCALE: 3/96' m 1" `iC• ••���441' E8-0006719 %KxiE Jeoo)719-9070.FAx:(m)B]1-C'990 nq WALTER A TILLR Jr.P.E. �� ra ur.'x• X10° i /f/� DATE ROMDA L1c.(44167 u 16mr 1 - SNEEi fi Of ZG EXISTING WOOD EXISTING*000 5/16'0 7 CONS XL W/ 5/16'0 TAPCONS XL W/ 1RUSSES OftRAFTER TRUSSES OR RAFTER 2 1/2"MI,PENETRATION 2 1/2'Mtn.PENETRATION 1/4'0x3/4'RW BUIIDEX 1/4'.x7/4'ITW BULKY 8 I'O.D.z0.060'GAW. @ t'O.D.N.060'GALV. 111'x1/8'OR 1'w 1'x1/8'OR 7)X SCREWS W EXISTING WOOD r EXISTING WOOD 2•x2•.1/8• I* 5..0.06 0W/ 2•.2•x1/8• / F--TRUSSES OR RAFTER. STEEL WASHER 0 24'o,A I-•TRUSSES OR RAFTER STEEL WASHER O 24'o,A ALUMINUM TUBE I'O.Da0.060'GALVANIZED AlUMMUM TU6E 1'O.D:0.060'GALVANIZED STEEL WASHER O 24'o- STEEL WASHER O 24'o.e. 5/16'0 TAPCONS%L 5/16'0 TAPCONS XL i i W/2 1/2'min. "-'- W/2 1/2'W. _�-- PEN'ETRARON ( PENETRATION O 24' O 24'.... (22'x4'OR (2)2'x4'OR S.CONT. 2'x6'CONI. (2)2'x4'OR (2)2'x4'OR WOOD HEADER WOOD HEADER 216'COM. 2'x6'COM. REQUIRED REQUIRED WOOD HEADER WOOD HEADER 1 REQUIRED REQUIRED ` 't\ EDGE N EDGE Trl EDGE I N) EDGE qF, �1 ' OPENING 1 M OPENING 1 - M OPENING. ID zo OPENING EXIST 1 II �EXISTING D W GLASSING I EXISTING 'y EXISTING (B SND) EI(tET00R 6 (BEYOND) I z (BEYOND i EXIEAOR (BEYOND) I F)(IQOOR i A 1 A A (2)2'x4'OR K^ s {2)2'x6' I SEPARATION i E7((EflIOR q (2)2•x4'OR MIAs (2)2'x4'OR I MN• TO GIN'S COM. SEPARATION U rx6'.CONT. 6EPARATON CONI.WOOD (SEE IYA4UAE al :4 I A ij WOOD STUD 1 (SFETOSO fDlA S _ W000 STUD 1 (6¢SOELAM ON TO CLAM w 3STUD I 9W 20) 3 '4i.O Is'O.C.. `4y 3 O 16'O.C. 0 C MAX. -/� W 99ET N SI51T 20) REQUIRED, W a�' Di MAK SHEET 20 ) W NA%.REQUIRED p ( To GLASS SEESHEET I SCHEDULE F 3 E (SEE sHfiEi'z0) C (SEE SHEET 20) Sk' ON SHEET 21 ? I �ON c r I 1 n 206 0/8 0/8 ' RNSi 0/8T 0/8 (2)2x4'OR NCHORS 1 SEE ANCHORS 1 (2T 2'.6' 1 DULESCHEDULEEDGE'. C6OM.WOOD HEET 21 EDGE OP.' 1 I: ON.SHEET 21 1 'OPENING ( SND O 16' OPENMG O.C.MAIpREQUIRED. I ,p1. SEE ANCHORS .0 t t/2'x1 1/2'x0.062' (SEE SHEET 1 • 2.4'x0.06rx-OM. { -SCHEDUIE .COM.ALUN.ANGLE (S E. A:LIM.ANGLE l ON 9HEL7 21 SCTAPCONS XL 5/166 TAPCDNS%L W/2 t/2'Min. 0/8 I 8 W/2 t/2MfiPENETRATION I PENETRATION / /O 24'o.e: �FlNSH O 24'o.c. 0 8 82•x4'OR 2'x' : F1E451 2'.4'OR 2'x' I Fly" 2'x4'OR 2'x { ( 214'OR 2'z 1. EXISTING WWp ONET(IS11NGWOOD COM•WOOD 1COM.WOOD 1 EXISTING NUOD COM.WOOD f DECK OR BOTTOM PLATE ' DECK OR BOT10M PLATE EXISTING WOOD BOTTOM PLATE I I DECK OR BOTfDLE ATE CONCRETE STAB REOUfi3E0- V .CONCRETE SLAB REQUIRED DECKOR REQUIRED �' CONCRETE'SLAB REWIRED RECUITEO.(SEE SHEEP 2a) flEOUIREO. (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) REQUIRED_ (SE20) B REWiREO. '� ti r , EDGE ..I ' WALL MOUNTING WALL MOUNTINGBUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y—Y INSTALLATION DETAILS . ON EXIa.TANil.G._ WOOD. BUILDINGS. rPP Gam. .L T xA4x `viEIV1.1� FLORIDA BUILDING CODE(Non High.Velocity Hurricane Zona). SNO.'a4967 g = 02017 RUECO INC. Nautilus IXIAL.C. RoIIln ShuKerSyn(em 06/2yt7 cP Z�G EC INc� g 'DATE - •. pEXPERT SHUTTER SERVICES INC. RWT TESTI ✓k ENGINEERING COMPANY = ,•'\ 114 esss Aw.xa.sw .wa znva.cwccrs A vice 1626 S.W.BILTMORE STREET 17-244 ve...:.(.mp7 Ism.r..:(]4x)•21-tat+ •��SAL��'6�},1�''� a-mo®1J O'o9l.tam �)7PORT 8T_MOIE.rIJL n2)892 ORIfWB/b wALTE2t A TILUT 4r.P.E. P.E.'SEAL S�rFN /DATE R.ORDA LTC.A 44167 SHtrr 7 OF 26 II III in.co. POURED CONCRETE --M�r,.E0. in.E.D. OR GROUT FlLLEO F I ORO OOR POURED \ O OR '� POURED I- POURED CONCRETE BLOCK CONCRETE OR I OOR ,J CONCRETE OR (SEE SCHEDULES ON (SEE SCHFOULES ON GROUT Fll1ED (SEE SCHEDULES ON Gco ROUT FLUID I K (SEE SCHEDULES ON GROUT FILLED— SHEETS 17 k 18) SHEETS I7&18) coNGRLTE BLOCI( SHEETS 17& 18) CONCRETE BLOCK CONCRETE SHEETS 17 h 18) BLOCK \ 2.7so' H * �� s' - 0 4•o.c. A 2.5{8' 3.a52'- 2' A 2' 2' fl OOR E1 ®OR 3 r GR,• A _ I -J11 D 1/2'. 1/4' M"O: H OR 1/8'SUP 1/2" ,/4• D A 4'O.G. 1/2', 1/{• D 6 4'o.c. 1 OR 1/8'SLIP OR 1/8'SUP /2',t/{• D SECTION W/.STORM BARS FLUSH MOUNT ( ALL) OR I/e SLIP SECTION P-P (PLAN) TRAPPED MOUNT AILD-OUT MOUNT BUILD-OUT MOUNT seuE 3/18•.1 SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCBE:1/4•-I' G G OR G �, OR©. P ©GR G I---_ I.f 2.7 0' /e o 4'O.C. i t * H ;4 . 4'o.c.;l A 0 4'o.c. 0 1/z, t/4' D ti0 4 o.c. 0 4'o.c. OR ,/8•SUPp ,/z•,—i{ ,/2'.1/4 _ SECTORIENTATIONION '1 PLAN)OR 1/8•SUP OR 1/8•SLIP 1/2,1/4• 1/2•,1/{' 1/21/4' I4' D OR I/8"SUP OR 7/8•SLIP D D OR 1/8'SUP OR I/e SUP/ WALL MOUNT END MULLION SECTION Q—O (PLAN) SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) �J H * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & 12 ORIENTATION2 A 0 4"o.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERI R MUWON INSTALLATION DETAILS INTO MULLIONS G G1 G2 —� 1E0� SCFLE:1/4'm,• R 1/Ile R 1/1-/4' D OR 1. I SLP OR 1/8'SUP D (2) 2'xST OR 2"x6• STUD (2) 2"x4";OR (SEE SHEET 20) (SEE SCHEDULE * G 2"x6" STUDSVE11O. 1 1 ON SHEET 21) ALTERNATIVELY TO QH , A (SEE SHEET 20) '(SEE SCHEDULE MIN. 1/2" 1. 1/4"0-20x3/4" S.S. M.S. ON SHEET 21) PLYWOOD W/ NUT MAY BE.USED SECTION Q'-Q' (PLAN) MIN. 1/2" ,. FOR THIS CONNECTION ORIENTATION #2 PLYWOOD , 1 --j . . WALL MOUNT END & INTERIOR MULLION E©OR E3 1.750• 2.250'- 2.OR 1' 1{�u�/:•p••• 11j1' tp A OR 1/8'SUP A 0 4'o.e. a/z',t/C ,�� �•` FLORIDA BUILDING.CODE(Non High Velocity Hurricane 2:orw) . O D OR 1/8".SUP. t•• r¢416 } 0201,7,RLTECO INC. FLUSH MOUNT (WALL) OA i * t Nautilus � BUILD-OUT.MOUNT e • �L E.C�IXC. RollmgshuKarSyalem % n TT SECTIONS '0`-0' (PLAN) i��. s<, ��� u�INmO�h E�NOINExERING CORPu a EXPERT SHUTTE1626 S.W. R SERVICES INC. 17-244 Rh 1111 ( 1B1J:IU11..0oe1—)1-111 PORT ST.LUCIE.FI..54984. DRAWING INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '-s�Ngl E�" ' EB-0006719 (M)149-2=.FM O)2)e71-0990 SCILLY:I/4'",• //E�.-.._.-...._._ WALTER A.TILLIT Jr.P.E. mnnv ua acsmrm. P.E. rGNATURE/GATE. ROA U p aa,67 m lsbn nn sNFET B ov zs -4 1/2' Mtn. E.O. 3' 1/2'Min. E.D''�`�FOR'3/8.0 CALK-IN ANCHORS (4) 3/8'6 CALK-IN ANCHORS OR 3" Min. E.O. I--3' Min. E.D--- --FOR 1/4'0 SOUD-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR Min. E.D. I---a Min. E.D.-----1 FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS (4) 3/8'0 KYIIK BOJTZ EXPANSION ANCHORS OR (4) ANCHORS*PER (4) 5/16'0 TAPCON XL ANCHORS STORM BAR CONNECTION, 1/8' Min. E.D 1/8"Min. E.D. FOR 5/16.0 TAPCON XL ANCHORS 1' 3• 1' .SEE TABLE 2 ON SHEET 23 EDGE OF SLAB +EDGE OF SLAB 5/16'0 TAPCONS XL W/ 1. (Typ. TOP& BOTTOM) IF APPUCABIE'I I APPLE I�CI.BLE 2 1/4" Min. EMBEDMENT & 1.0.D.xO.060'GALV. 1•, j.. STEEL WASHER 0 24•o.c. _ K DMIOR 4•Min, 2 2'x2'x1/8'x0'-5' (6063-T6 ALLOY) POURED CONCRETE 2• ALUMINUM ANGLE EA. SIDE W/ POURED CONCRETE II 2' 6 (Fcm3 Ks;) 5'min. (2) 1/4'0-14x3/4•ITW UILOIX TEK (f'e-3 Ksi) 5'min. it -5/16'0 TAPCONS XL THICK REQUIRED p THICK REOUIRED� SCREWS TO STORM BAR UK I I EMBEOMENT&a 1'O.D.x0.060' j —5' I! / GAL.V. (Typ.TOP& BOTTOM) STEEL WASHER O I SECTION S-S li I I 24'o.c• 11 2' .0 9 BOX p p I I. II I MACHINE SCREW fUlY Ud EIBIDOFD ItRO lNNCNCR II -ANCHOR 1'Min. FOR BOX n WIND ZONE , 1-3 t DETAIL A I i K 2"Min. FOR jj I I II t I{c 1/4'0-20 OR 3/8'4-16 MACHINE SCREWS USED JOINTLY W/ t SEE STEP 3 ON SHEET 14 FOR SPcCtAI zIT;1 1/4"4x 3/4•SOLID-SET OR 3/8'0 x 1 1/4'CALK-IN ANCHORS WIND ZONE-"K I TREATMENT FOR WIND ZONES 1 7HRU 3 4 ,; o. 1" Min. FOR n RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME a I Inn WIND ZONE-•� I STORM BARS ARE REMOVED. (SEE DET.A). N n W t-3 t I I EXTERIOR u Min. z N �' SEPARATION TO 20 p I I (2) ANCHORS PER z -� GLASS I, A O 2" Min. FOR tl D STORM BAR CONNECTION, p(SEE SCHEDULES ON uta II I _ I SEE TABLE J ON SHEET 23 o 1t SHEETS 15& 16) I w WIND ZONE-� BEYOND (Typ. TOP& BOTTOM) Y w II 1 I I �� N tt i I (2)3/8'0 CALK-IN ANCHORS OR j pS II Min. (2) 1/4'0 SOLID-SEF ANCHORS OR SN II I �,�, t SEPARATION TO I 1' 4" II I m GLASS (2)3/8.0 KWIK BOLT TZ EXPANSION I K I —4171 (SEE SCHEDULES ONI A ANCHORS OR 1` It SHEETS 15 & 16) I (2)5/16'0 TAPCON XL ANCHORS 1" I BEYOND EXISTING it IC DMIOR I. I I 2' EXIISTING—In I I i ALUMINUM A. SID T6 ALLOY) ALUMINUM ANGLE EA.SIDE W/ GLASS S1 — $1 2 (z) 1/4"0-14x3/4 ITW NIDD(TIX n , I a SCREWS TO STORM BAR aK p I I (TYP.TOP/BOTTOM)" I I I(TYP.Top/Bonou) 5" (Typ. TOP & BOTTOM) II® I ® I " o i SECTION S1 -S1 (TYP.ToP(BOTTON)i SION Min. E.D. " Min. E.O. NJCNO1R53®4 END AND INTERIOR MUALLIONS 2' 1 1/2"''' 3" 1 1/2" I ©&®(ORIENT TION #1)AND END ' MUWONS©&G7 (ORIENTATION #2) - - 3' t FOR (2) 3/4.0 WK BOLT TZ WANSON G " Min. E.D. I Min. E.D. ANCHORS ® INTERIOR MULLION � (ORIENTATION #2). \J EMR DCE OF SLAB t-T 77 EDGE OF.SLAB �� 3'x3'xl/2'x0'-6' 4"E7(IEItlDlt IF APPUCABLE'1 1 I I I 1 I. I / IF APIF UP�CABLE 6" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ —j}- \ 3'x3'x1/2'x0'-4" (2) 3/4.0U BOLTS (6061-T6 ALLOY)Alum. TO MULUONG& I I I 1 1 1/2 POURED CONCRETE I! f ANGLE EA. SIDE W/ (2) (1) 3/4.0 KYAK BOLT TZ -.& (t'e a 3 ksi Min.) L 3' 3/4.0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 1 1/T' 8" Min.THICK REQ'D. a MULUONVr& (1) 3/4.0 W/ 6" Min. EMBEDMENT r ED: E0. KWIK BOL TL EXPANSION t 1/2' TO POURED CONCRETE 3"-11-3 ' ANCHOR W/ 6"Min. (Typ.TOP &BOTTOM) f EMBEDMENT TO POURED 1 6 p 1 CONCRETE (Typ. TOP & GLLASSNG -'0 I BOTTOM) SECTION X1-X1 W/(G) * ALTERNATIVE SECTION X1-X1 W/n* 11 1' ! on -11 Min. (END & INTERIOR MULLION) ION OR O - � ORIENTATION t) W RENTAMON I I a 3'x3'x1/2"x0'-4" (6,x4„) 4„X6”) 'll 1 1/2- l 1/2- ;1 1/2" 1 1/2- N II i (6061-T6 ALLOY)In 2+ 5- I I I EXTERIOR Alum. ANGLE FA. SIDE W/ 3. Cf ;p (2) 3/40 TH�U BOLTS 3" CC x ! ! TO MUWON G,& I 20 OZ ® it I ! ® (1) 3/4.0 KWIK BOLT TZ z EXPANSION ANCHOR CD \ CD a Q/8 Or 11 I /� Q/8 Or W/ 6' Min: EMBEDMENT TO ,. i 4•. T 'n� —'` POURED CONCRETE (Typ.. 4"EXTERIOR o w R/8 or 'x / R/8 or TOP & BOTTOM) v R'/8 ii R'/8 4/2' EXTERIOR 1 1/2'8. X1 23":3'x7/2 x0'-8"(6061-T6 ALLOY), 3"x3'x1/2"x0'-8' (6061-T6 ALLOY) (iYP.TOP/BOTTOM) I X1 Alum.ANGLE EA.SIDE Y// 2) 3/4-0 jTrP.TOP/(i0II0L) Alum.ALJGLE EA. SIDE W/ 2):3/4"0EO.--.} E0. THRU BOLTS TO,MULLION 0&(1) THRU BOLTS TO MULLION.G .&(2) 3/4'0 KP11K BOLT TZ EXPANSION ANCH KWIK BOLT TZ EXPANSION ANCHOR W/ 6 Min. EMBEDMENT TO ANCHOR 6'Min. EMBEDMENT TO CONCRETE 0 POURED CONCRETE(Typ.TOP & POURED CONCRE(Typ.TOP 8i n 1^ 3- SECTION X1Al W/ * BOTTOM) BOTTOM) / POURED CONCRETE (END MULLION ONLY (INTERIOR MULLION ONLY —.(f'c 3 ksi Min;) END & INTERIOR MULLION) 8"Min. THICK REQ'D.. EDGE. F, (W/ ORIENTATION 1) ALTERNATIVES SECTION XI-XI.W/CGS EDGE.OF SLAB t_L 1.1. ($"x4°) IF APPLICABLE ( IF APPUCABL> WW1 ORIENTATION 2) f FOR (2) 3/4"3 KWIK BOLT TZ EXPANSION - '(4�%8n) Min. E:D. " Min. E.D.. ANCHORS® INTERIOR MULLION (ORIENTATION #`2). -AND BOX NOT SHOWN FOR CLARITY Min. E.D. 9'Min.E.O. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION FLORIDA BUILDING CODE Non High Velocit Humcone Zone ANCHORS 0 END AND INTERIOR MULLIONS .•f ( y ) ©&®(ORI Anon 01 &@2)AND . %' I•'. .02017 TILTECO INC. • DRAWN 8Y: END MULLION EG7 -(ORIENTATION d2) `,,.: Ab 4416 Nautilus �� FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS.(G�OR mo s ` Rowng*4u[(orSysfpn 09/24/17 SECTIONS W-1 IL E C O�N�. a� f7 • /.1r��" i TIWT TESTING a ENGINEERINU COMPANY EXPERT SHUTTER SERVICES INC. ��t' �'Q �• Hiss n.•.xu.a.sr.�n,vnvw cvac,a•a�,w 1626 S.W.BILWORE STREET 17=244 �;P' .,.RIOT ti�gyp. P^ ' �mm-lWLec9090 mm -,a1, PORT ST.LUCIE..n-34984 DRAWING H. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* =,sip �� ,ii EB-DOOB7IG s,O E.Iwo)1.9-90%,rax:(M)"I-099D WALTER A TILL11 Jr.P.E 1 9.a, tom SCALE: 1/8"'= 1' $.E.. ��+flfj R/DATE FLORIDA U..(44167 SHEET l0 of s0 Min. E.D. Min. E.D. (4)ANCHORS— I __T3"x3"x1/2"xO'-4" 2" [`(SEE SCHEDULE q1) (SEE SCHEDULE #1)-] (SEE SCHEDULE#1) I (6061-T6 ALLOY) Qs.EE MAXIMUM©(INTERIOR)&G1(END&INTERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SLAB EDGE OF SLAB -�- - 3° Alum.ANGLE E4 IF APPLICABLE'T .IF APPLICABLE I SIDE W/ (2) 1/2.0 3" SPAN COVERED BY SCHEDULE 1b'FOR INSTALLATION CASES 1,to&B 0t7 SHEET "h T 25. THRU BOLTS (UMITED LOAD,MULLION SPACING AND SPAN INSTALLATION): I I TO MULLION®1 I 16Tg1ATICN Ge I -RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60b T-- G 1 I 4'EXTERIOR 12-0 MAXMBIUM S.D.MULLION SPACING. RATING, 3" L_POURED CONCRETE 3'x3"xl/4'x0'-8• I 1 SEE SCHEDULES#I.&12 FOR ADDITIONAL SPECS. D (rc- 3 ksi Min.), (6061-16 ALLOY)- 11 SEE SCHEDULE #1. Num.ANGLE EA. SIDE 1 1/2' 8-AOR ('i NSXLKIIN CAM b-RESIDENTIAL AND COMMERCIAL APPLICATION W/tBOA PILL W/(2) 1/2.0 THRU 1I I I BOLTS TO MULLION G 1 1 2' MAXIMUM A.S.D.DESIGN PRESSURE RATING,8'-0• u O / NAXiIMUN MULLION SPACING. it 6• SEE SCHEDULES¢I &12 FOR ADDITIONAL SPECS. a CEXISTIt LASSNG SI ' I ALTERNATIVE SECTION X1-X1 W/n* WRLAXCTT ONE 11-COMMERCIAL APPUCATION FOR tIOO.O 9.9.1.MPXOAUM ASA 1 1/2' DESIGN PRESSURE RATING,8'-V MAXIMUM MUUIOH o MI°" ! I GOR G1 (4"A" INTERIOR MULLION ONLY W/ ORIENTATION {� 2) SPACNG.SEE SCHEDULES#1&J2 FOR ADDNIO% 1'1/2' SPECS. 15; I (2)ANCHORS a ii ! I 3"x3"x1/4'xO'-8" (SEE SCHEDULE 62) 2" 2' # zII I I (6u06T6m1 ANCLELt1A.)SIOE it 3 I I ALTERNATIVE .SECTION X1-X1.W/ a ! W/ (2) 1/2% THRU o I BOLTS TO MULLION 4'x8" INTERIOR AND END MULLION W/ ORIENTATION # t pa ® II ! ® I I SCHEDULE /1 H SL40 UIN.EDGE n Q/8 or Q/8 or D(TERIOR Z U I I INSTAW710N TNTl1 CXNESS ANCHOR TYPE&SIZE(TTP.TOP&BOTTOM) MIN.ANCHOR DISTANCE FOR O y R/8 or a R/8 Or ((4)ANCHORS CASES �O.D EMBEONEHT ANCHOR �w R'/8 ii ! R'/8 (SEE SCHEDULE — + T/2' w II 3/8-0 HILTI INC HUS-H SCREW&3/8.0 POWER FASTENER �� II I I 1 + 2' WEDGE-BOLT ANCHOR FOR©&®(INTERIOR).MULLIONS 2 1/2' 5 I/2' Z II I W/ORIENTATION.192. 2 L 8 # 1 4' 1/2.0 HILTI INC HUS-N SCR &1/2'0 POWER FASTENER II ALTERNATIVE SECTION X1-X1 W/ WEDGE-BOLT ANCHOR FOR PI (END&INTERIOR)MULLION. J- B• W/ORIENTATION/1. X1 ii i i X1 (4°x8" INTERIOR MULLION ONLY W/ ORIENTA11GN # 2) 1/2.0 HILTI INC KWIK BOLT TZ ONLY FOR©&®INTERIOR f` (EYP.TOP/BOTTON)R (TYP TOP/BOTTOM) ULOONS W/ORIENTATION 02)&©(ENO MUILON W/ 2 1/2' 5 1/2- li i ORIENTATION IIII). �j 3"x3'x1/4'xO'-8" TA 4' 1/2.0 HILTI INC HUS-H SCREW&Y2'0 POWFR FASTFNF]t li (6061-T6 ALLOY)Num. WEDGE-BOLT ANCHOR FOR 4O& (THD OR INTERIOR J• 8' It ANGI. FA SIDE W/(2) 1• MULUON)W/ORIENTATIONS f' OR/2. ! It - 3" 1/2'0 IH BOLTS T(' -----' 1/2'0 HIM INC KYAK BOLT TZ O %FOR G& ra INTERIOR .MULLION.G1 MULLIONS W/ORIENTATION#2)& .(END Nl L N W/ 3 1/4- 7 1/2' ORIENTATION#I). I�EOGE OF SLAB (�`� 6"B"EXTERIOR II 6' 1/2'0 HILA INC HUS-H SCREW OR 1/2'0 POWER FASTENER WEDGE-SOLT EDGE OF SLAB I IIF APPLICABLE i SHEET 25.VALID FOREND&INTERIOR MSEE-NOTE ON U UG &FDN Min. E.D. Min. E.D. I W/ORIENTATIONS#1 OR#2 IF APPUCABLE (SEE SCHEDULE#1) (SEE SCHEDULE 91)-I POURED CONCRETE ((S ANCHORS • _ (Pc- 3 ksi Min:); ((SEE SCHEDULE #1) 1• SCHEDULE #2 EWE SEE SCHEDULE#1. 1 1/2'--.-4 4" 3" INST��off TH:CKNEM55 ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM) Eu9EMANCHOR DXST ALTERNATIVE SECTION X1-X1 W/:Q* REOD ANCHOR FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS n OR 0 •"° L Ta 1Y 7I 4' S/DY HILTI INC NUS-N SCREW&5/8'0 POWER FASTENER 2 1/2' 7 1/2- INTERIOR ANCHOR. SECTIONS W 1 (4"x8 INTERIOR AND.END MULLION ONLY,, (� - -1) 1. FLORIDA BUILDING CODE (Non Ngh Velocity Hurricane Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* Tz o2O1�nLTEGn INC. ft NO ' _ Nautilus F244. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS *t�-oEXPERT SHUTTER SERVICES 'INC.$GALE: 1/6'm 1" �� Q' � TILl1T TESTING&EHOIHEERINa COMPANY���( P M 1 (� 41iii 1826 S.W.BILTMORE STREET•+ • pORT ST,LUCIE,FL J4984SIDE RAIL D AND BOX NOT L 'I `'"••••• r��\11 a-rtwd titeoaa.com PMON� eoo v�oyouse,Frx m2)an ousoO S 6 \ ES-0008718SHOWN FOR CLARITY 'P 7 WALTER A.TILLR Jr.P.E. ••`�f9j /DATE FL09w Uc 41167 EDGE IF APPLICABLE. 2"xMULLION DEPTHx1/8"Cont. 1 ALUM.TUBE (TOP & BOTTOM) W/ 1/4.0x3/4"ITW BUILDEX TEK SCREWS 7 3/4' 5/16-0 TAPCONS XL W/ 2 1/4' W/ 1'0.0.x0.060'GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT 4 2a" o.c. WASHER O 24'o.c. Min.�E.D ' --- J_ 1 1 1/2' \ EDGE IF APPLICABLE I ( \ I 4" EDGE IF APPLICABLE1 _ CONTINUOUS4UREDI 7 3/4' Min. E.D. 2" 2" -.1.- 7 CONCRETE( 10' \ T---- 2" 8" Min.THII 7 3/4" Min. E.D. 2, I 2" -- END CAP 2" II POURED CONCRETE 7 3/4' I (f'c = 3 ksi Min.) � POURED CONCRETE ' Min. E.D, EQ. I B" Min. THICK REO'D. AOR (Pc - 3 ksi Min.) a'Dii�Tm \, 8" Min. THICK REQ'D. o I EXTERIOR r___.___-- T— G-OR 81 " 1 I 2" GOR G1 G ORO a" O a II I 7 3/4' Mtn. E.D. 2" Q/8 or p i i Q/8 OF 7 3/4-Min. E. 2' I 4"x4"x3/8' N R/8 or II R/8 Or 1_-- y 4x4%3/8'(6061-T6 ALLOY) 7 ((60161 76 ALLOY)SIDE. om II I I 'Num.ANGLE E0. SIDE, EDGE IF APPLICABLE •� EA. o R�/8 ti R�/8 EDGE IF APPLICABLE) zo IX15TNG irM1i I I T) (WAIL MOUNTED SHOWN, MAY BE SECTION X2-X2 W!(G�OR CCS* ALTERNATIVE SECTION X2-X2 W!n OR CGS* o W GLASS — ALSO INSTALLED TRAPPED MOUNTED 3c=i II I I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION)PER & INTERIOR MULLION) W " �I I (W/ ORIENTATION : 2) Mw 1/16'\ I (W/ ORIENTATION # 1) (4"x6" or 4"4) Min. E.D1" 1 1/2"xl 1/2"x0.062"xCONT. ALUM. (6"x4" Or 8"x4") 34 1 ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. \ � N.E.D. 1 TE K SCREWS 0 24" o,c. TO TUBE. \ I.1 1/2" • SIDE RAIL @ NOT SHOWN FOR CLARITY 7• CONTINUOUS POURED CONCRETE(f c=3 16 Min.) I 7- ' 8"Min. THICK REO'D. Or.TOP/MOM) 1 1/2' �---i-� 1 1/2• (TIF.TOP/Borw p 7 3/4" ..4"x4"x3/8'x0'-10'(6061-T6 ALLOY)Alum.ANGLE �''-.(�,�.R'•T�[/'� MIN. E.D. EO--EO- EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLIONTa/A- &(2) 3/4.0 KWIK BOLT TZ.EXPANSION ANCHOR �'� .•''••C1E�ts•'•'•.,�" FLORIDA BUILDING CODE (Non High Velocity Hurticano Zone) W/ 5'�Minp. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL. (IYP.TOP.& BOTTOM). No.44167 ? °?017 ��°INC. Nautilus aPAx11�: L LC. WALL MOUNTING:MULLIONS n OR(G-) * * xouln ShuBer "O;• ��L. EC.0INC. 9 sy�m oe/z4/17 POURED CONCRETE WALL _ t EXPERT SHUTTER SERVICES INC. TIl1.1T TESTING Q EHGINEERINO COMPANY SECTION W-2 =OAC' 6 , M4� K•x" s m'0'. "•` 162e sw.mLTMGnE srztEL7 END&INTERIOR WALL MOUNTED MULLION INSTALLATION '�Sip"".•• 6��+'', ``gym[B,4W06�"9( n-15]1 PROW--(aOOOR�749-Ma.F (IE,FL m)VI-W" "° 1.,.,— WALTER A.TILLR Jr.P.E. ^"� K`•''� �"�' SCALE:.1/8•.= 1• P.E.SPf6AVi W6FE/DATE. FLORIDA uc.If 44167 n e SH ET I1 or 26 ,1/4"ox3/4"RW BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE '2"xMULUON DEPTHx1/8" Cont. W/ 1"O:D.x0.060"GALVANIZED STEEL. r WASHER 0 24'o.c. I -—— 4' -CE TOP & BOTTOM) W/ \ 2" 2 1/2\ \ NS XL W/ 2 1/4" EDGE IF APPLICABLE 7 1/2" Min. E.D. 2 7 1/2' Min. E.D NT 0 24" o.c. i-_ MIN. E.D. 1" 7 1/2" Min. E.D. 2" ' 1 2 2' / } 1 1/4' / ` 1POURED CONCRETE( POURED CONCRETE 6" i 3 ksi Min.)6" Min, THICKNESS DaMOR \ / (f'c = 3 ksi Min.) REQ'O. 6" Min. THICKNESS1/4• REQ'D. zCONTINUOUS POURED I 4, G OR G1 / END CAP W 7 1/2- CONCRETE(i'c-3 ksi Mn.) \I 7 1/2" Min. E. 2" 2" Min. E.D.6" Min. THICKNESS I 7 1/2'Min. E.D. 4" .I 1 4N4%1/4" I __ yr4"x4'xi/4' (6061-T6 ALLOY) oREO'D' I OO (6061-T6 AlLOY) GLE FA. SIDE. GOR G 1 EDGE IF APPLICABLE glum:ANGLE EA. SIDE. EDGE IF APPLICABLE " I I K ;; 1 j 0 R ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X2-X2 W/ �* =o „ I (INTERIOR MULLION) (END 8t INTERIOR MULLIONS) PF; ® ° 1 I ® (W/ ORIENTATION 1 2) W/ ORIENTATION 'E 11 Q/8 or n I Q/8 or (4"x6" or 4"x8') Z R/8 or ° I I R/8 or Z G1 R/8 ZZ ZR�/8 QSEE MAXIMUM©(INTERIOR) & (END & INTERIOR) WALL Z' MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR u - (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 u+ Ir,tin s� Nc II j I D BE ALSO INSTALLED TRAPPED LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION CLASS 11i j I MOUNTED PER SECTION R'-R' ( ) CLAS I ON SHEET I 8.)I INS'fAllATION CASE I` - RESIDENTIAL AND COMMERCIAL 2 1/2" APPLICATIONS WITH =60.8 p.s.f. Min. E.D t. ---- L1 1/2"x1 I/2"x0.062"xCON1. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE MW.E.D.MIN. E.D - ANGLE W/ 1./4"0x3/4" ITW BUILDEX RATING, 12'--0" MAXIMUM MULLION TEK SCREWS 0 24" a.c. TO TUBE. SPACING: VALID FOR CONNECTION TO 1 1/4' CONCRETE W/ HILTI INC.HUS-H OR - POWER FASTENERS WEDGE-BOLT ANCHORS. X2 � 13 t/2"s' X2 INSTALLATION CASE-II' - COMMERCIAL APPLICATION FOR 1100.0 1lB�Dul. (ttP T�/ o1a1 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 1 1/4" t 1/a^ MAXIMUM MULLION SPACING:VALID FOR CONNECTION TO 7 1/2" CONUOUS POURED � 4"x4"xt/4"x0'-6'(5067-T6 ALLOY)Alum.ANGLE CONCRETE W/ HILT) INC KWIK BOLT TZ Q,NCHQRS, MIN. E.D. CONCRETE{rc=3-0— EQ -EO- EA. SIDE W/ (2) 1/2-0 THRU BOLTS TO MULLION M'n.) 6"Min. THICKNESS\ & (2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR • `....."..'&. .SIDE RAIL NOT SHOWN FOR CLARITY W/ 3 1/4"Min. EMBEDMENT TO POURED CONCRETE ,, '(LAA•TIL WALL. (TYP. TOP BOTTOM). , EDGE IF APPLICABLE ��'�,, '"�••CjG1S,•�''• FLORIDA BUILDING CODE'(Non High Velocity-Hurricane Zone) WALL MOUNTING:MULLIONS n OR(95) e .� 02017 TILTECQ INC. DRAWN BY: POURED CONCRETE WALL " _ No.4A1 67 _ NautilusLQ SECTION W-2 �. ReLungS6uttersy3tbm Wah 7 INC. °• `, TILLIT TES IN a ENcwEERINc coNPANr EXPERT SHUTTER SERVICES INC. QEND&INTERIOR WALL MOUNTED MULLION INSTALLATION* ;o•., { • .� 1626 S.N.&LTMDRE STREET 17-244. _ 'bFo •... •• rl,t�01 Ixrlmoi;'611�teeo0oel PORT ST.LUcm..FL 34884 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS S` ,� " ®-00067!9 (� ).9-9056 S.fAx (]>],6it-aV9a c•""°��• SCALE: 1/8-=1' _ RADA ue� µ167E M"" /�' oourtnx / �'fri6ifi7,F/jIj/ TORE/DATE sx[nilAOF26 Alin. E.D. Min. E.D. OR (1) 3/4'0 KWIK BOLT2• ANCHORS ® END MULLION 0 EXPANSION 3'x3'x1/2'x0'-4' (ORIENTATIONS Q1 & d2). (6061-76 ALLOY) Alum. 1 11 2" FOR (2) 3/4"0 KWIK BOLT TZ PANSION ANGLE EA. SIDE W/ (2) Min. E.D. ' Min. E.D. ANCHORS ® INTERIOR MULLION. 3/4"0 THRU BOLTS TO (ORIENTATION �2). MULLION & (1) 3/4"0 KWIKBOL TZ EXPANSION EDGE OF SLAB EDGE OF SLAB ANCHOR W/ 6'Min. {- 1 7-] EMBEDMENT TO POURED IF APPUC�ABLE1 1 I l 1 1/I I IFI APPl1GBLE CONCRETE (Typ,TOP & BoTrOM) I" EXIERIOR 1rN G2 POURED CONCRETE 11 (Pe 3 ksi Min.) 0 3" 8' Min. THICK REOV II II 1 J• II I I 11 II I I EXISTING�i I —4- G cuss SECTION I!Min. G2 (_END MULLION ONLY ON II I 1 1/2' 1. 1/2' S� ii I EXiERiOR 4• (W/ ORIENTATION L 1J 1 1/2' 4•_1 t/ a An (7°x4") � n I ElIn i u -®- 3if ' 3. r II �= 8 Q'/8 Oy Im n J I G2 4' EXTERIOR G2 4' EXTERIOR o W ii 5= ii I t 1/2" 50 1 1/2' 1 1/2' ® u 3 1/2' 3 1/2' I ® i ' X3 ii 1 X3 (TYP..TOP/BOTTOM)n. MTop/BOTr09j 3'x3"x4/2'x0'-7'.(6061-T6 ALLOY) 3'x3'xt/2'x0'-7"(6061-T6 ALLOY) EQ. EO: Alum.ANGLE EA. SIDE W/,(2) 3/4'0 Alum.ANGLE EA SIDE W/,(2) 3/4'0 II THRU BOLTS TO MULLION G�& THRU BOLTS TO MULLION eJ2& n POURED CONCRETE (1) 3/4'0 KWIK BOLT TZ EXPANSION] (2) 3/4'0 KWIK BOLT TZ EXPANSION II g• (f'c 3 ksi Min.) ANCHOR W/6'Min. EMBEDMENT TO ANCHOR Vr/ 6'Min. EMBEDMENT TO II. "— .1• 8'Min.THICK REO'D. POURED CONCRETE(Typ. TOP & POURED CONCRETE (Typ.TOP & BOTTOM) BOTTOM) (END MULLION ONY) i TERIOR MULLION 0 Y EDGE OF SUB ,; ;1.`! I EDGE OF SLAB ALTERNATIVE SECTIONS X3--X3 W/ Q IF APPUMLE IF APPLIMLE („trV I-ORIENTATION H. 2) FOR (2) 3/4'0 KWIK BOLT TZ SION •' (4"X7") "- in. E.D. "Min. E.O. ANCHORS 0 INTERIOR MULUON�PANA•T,/�� I (ORIENTATION #2) ��''� �Jj�•.: • SIDE RAIL©.AND BOX NOT SHOWN FOR _ f ' CLARITY. •Min. E.D. - -9' Min. E.D. FOR (1) 3/4-0 KWIK BOLT EXPANSION •.,9 ,ANCHORS'0 END MULLION8 ` FLORIDA BUILDING CODE (Non High'Velocity Humicone Zone) (ORIENTATIONS #1 & §2), ; t �. 07017 11LTEQ0 MC. DOWN BC FLOOR TO CEILING/TRAPPED+MOUNTING:MULLION , *o * Nautilus Roging371ufferSystem CRP4/117 SECTION W-3 LL E C O lrrte. ogre 0�. � TESTING ^T,;m� ,ENGINEERING;�"Y,`p`COMPANY�; EXPERT X26 Sw ED MORE SERVCIIE,FL ICES INC. 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION *' = °��NAIL off a11`ca-00067167eo0a P POR las.'ease,eex:(m)an owa 01� M' SCALE: 1 B' 1" -god ALIERA IT,j- 7 ..,A a. eumm, un SNFFr 12 ai 2a / P.E. SEAL/SIGNATURE/DATE O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. I'—(SEE SCHEDULE @t) (sEE SCHEDULE #1)-IEDGE BY SCHEDULE 1b' FOR INSTALLATION CASES I, la & II EDGE OF SLAB EDG CABE OF SLAB ON SHEET 25. IF APPULE _ IF APPLICABLE X (LIMITED LOAD, MULLION SPACING-AND SPAN INSTALLATION): INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS rn In WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN j 3• PRESSURE RATING, 12'-0" MAXIMUM II I POURED CONCRETE (6061-T6 ALLOY) 9 MULLION SPACING. (I'c - 3 ksi lain.), Alum. ANGLE EA, SIDE SEE SCHEDULE #1 FOR ADDITIONAL SPECS. i; SEE SCHEDULE #I. W/ (2) 1/2.0 THRU II BOLTS TO MULLION 0 3 n INSTALLATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION '' W/ ±60.8 p.s.f. MAXIMUM A:S.D. DESIGN EXISTING i 2' E TOR PRESSURE RATING, 8'-0" MAXIMUM 'MULLION GLASS SPACING. "I 1" G3 1%2' _ SEE SCHEDULE #1 FOR ADDITIONAL SPECS. li Min. /2" INSTALLATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 P.S.f. SN p 7'--I MAXIMUM A.S.D. DESIGN PRESSURE RATING, p j EXTERIOR (4)ANCHORS----- �� (SEE SCHEDULE #1) 8'-0" MAXIMUM MULLION SPACING. SEE N.eo Ii SCHEDULE #1 FOR ADDITIONAL SPECS. �O ® it u J� ALTERNATIVE SECTION X3-X3 W/C Q�/8 Q�8 (yV/ ORIENTATION .# 2) SCHEDULE #1 <� ii (2"0" INTERIOR MULLION ONLY) z x ii THICKNESS ANCHOR TYPE & SIZE DISTANCE SLAB MIN. FOR INSTALLATION MIN.j N s CASES (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR REO'D- 5 H SIDE RAIL Q AND BOX NOT SHOWN 3/6`0 HILTI INC HUS-H av , FOR CLARITY. I 4" SCREW, 2 1/2" 5 1/2- 3/8-0 POWER FASTENER ® It WEDGE- BOLT ANCHOR (m.TOP BOTTOic" I (TV.TOP aOTTOII) I'a 4" BOLT TZILII INC KWIK 2 1/2" 5 1/2" I �j POURED CONCRETE LT6• 1/2"0 HILT[ INC KWIK 3 1/4" BOLT TZ I1. 3" (}'c=3 ksi Alin.), n 1" SEE SCHEOVLE f)1. EDGE OF SLAB EDGE OF SLAB IF APPUCABLEI 11F APPLICABLE I Min. E.D. _ Min. E.D. "(SEE SCHEDULE#1) (SEE,SCHEDULE #t)"" FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 ��,;� (��i A.71(U� •.• 4�� Q,. •.,'��jl•_ FLORIDA BUILDING CODE,(Non High Velocity Rurr)carie Zone) f 02017 aLTECO INC. Nautilus aRA C. Em- No.44167 RolUngShutferSys(em 0e/207 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION .o T I L ENC 0'111.- oN owP�NY EXPERT SHUTTER SERVICES INC. w� APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS - o ` � '���� "`•`k w,�p75� :�^� v u,u 1626 S.W.BH.IMORE SCREE( 17-244 PORT ST.�0 ....... t\ 1A1 a-meL Lil...O"Lo PNONE(M)749 s 5l.FM(7n)een-om OAAWOW H. SCALE: 1/8"m 1" %C' VV( EB-0006770 �. ��d WALTER A TALI(J44 P.E. P./yr •••• "•"'/DATE PURR .Lie.1 44187 mei'Moi �� ,� �� sN(ET 12A OF 26 EDGE IF APPLICABLE 2"xMULUON DEPTHx1/8"Cont. ALUM.TUBE (TOP & BOTTOM) W/ 1/4"ox3/4'ITW BUILDEX TEK SCREWS TAPCONS XL W/ 2 1/4" W/ 1-O.D.x0.060-GALVANIZED STEEL 2 1/6" Afn. EMBEDMENT® 24" o.c. WASHER 0 24'o.c. MINS/ED. Min.l E.D _ �_ 1• EDGE IF APPLICABLE 1' 1 1/2' jMin 7 3/4"CONTINUOUS POURED I 2'7- CONCRETE(f'c-3 W Aft.) 108" Mn.THICK REO'D. j POURED(fc =8" Min. 4� EXTERIOR END CAP7 3/4NOTCH WE13 2'Min. ED. (TYP. T P/BOTTOM)\ EQ.IE0. 1 4'7 3/4" . . .`7 0 1" \4'.4'x3/8'(6061-T6 ALLOY) N it Min. I `Alum. ANGLE EA. SIDE. y n z N It (WALL MOUNTED SHOWN, MAY BE GL G~iASS D)ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCABLE� Of_ PER SECTION Q'-Q' ON SHEET a.) z z G2 ° I Ex OWR SECTION X4-X4 W/ G? SEND & INTERIOR MULLION) s (W/ ORIENTATION a 2) Q'/8 n I Q'/8 (4"0') p 1/E.D I Min. E.D 1 1 1/2"xl 1/2"x0.062"xCONT. ALUM. • SIDE RAIL(g)NOT SHOWN FOR CLARITY 7 3/4' ANGLE W/ 1/4"00/4" ITW BUILDEX MIN• E . TE K SCREWS 0 24" o.c. TO TUBE. I 1 1/2• 7• CONTINUOUS POURED--�\ CONCRETE(f'c=3 y5 MrL) 10 6" Min.THICK REQ'O. 7" X4 4 X4 (Ivp.Tap/—au) 1 1/2 1 1/2' ITm-TOP/6Dnou). MIN. E'D. 4"x4"x3 8"x0'-10'6061-T6 ALLOY Alum. ANGLE EQ EQ EA, 510E W/ (2) 3/40 THRU BOLTS 70 MULLION ,11 � =� \ 4• & (2)3/4'0 KWIK BOLT TZ EXPANSION ANCHOR S••'•'•• FLORIDA BUILDING CODE(Nan High Velocity-Hurricane Zane) W/5" Mina EMBEDMENT TO POURED CONCRETE 02017 TILTECO INr- DRAAM @: EDGE_IF APPLICABLE , WALL-(TYP. TOP& BOTTOM), * .4416` 1 -- Nautilus RoZillaySbufferSysfam �n X17 WALL MOUNTING:MULLION .�T �{y DATE POURED CONCRETE WALL 4{i ``� nLLrr rEsnnc a ENCINEERIBc coMPAnr EXPERT SHUTTER 'SERVICESINC. SECTION W4 Q •' \� asfs x.v.Nan.a s.xe.ux a�cume0.n.w'. 1626'S.W.13ILTMORE STREET 0�. ..�C 1 •.G 6\ A� t39e1971-ua.rw tws)en-+v1 PORT ST.LUCIE.iL 34984 T 7-244 �@�S••••••••• Y�1111 .-m9ikmw0006719.wm nmL(eae)749-9Mse.IF L(12)871-0990 a1A11vw'b END&INTERIOR WALL MOUNTED MULLION INSTALLATION _ WALTER A"LLIT J•,P.E. �� wr ��• SCALE:1/8''= 1' P.E. S�(tJ7./y{jy{n7Ml� DATE. FLORIDA L'0,/.44167 01.'-01, nun xn SNEET 13 Or 26 EDGE IF APPLICABLE EDGE IF APPLICABLE 2'xMULUON DEPTH%1/8" Cont. — — —— ALUM. TUBE (TOP & BOTTOM) W/ 1/4'0x3/4"ITW BUILOEX TEX SCREWS 5/16"0 TAPCONS XL W/ 2 1/4' W/ 1.0,0.x0.060`GALVANIZED STEEL �T \\ 2 1/2 \ \ Min. EMBEDMENT 6 24" O.C. WASHER 0 24' C. a 3/8" Mtn. E.D. 4 3/8- Min. E.D MIN, E.D. 1' CONTINUOUS POURED 1 ( CONCRETE(1'c n 3 lai l5a) \ 2' 3 1/2' 8" Min.THICKNESS / \ / REQ'D —� — - EXTERIOR 7 1/4" Min. E.D. \\\\\\\\\\\ \ I END CAP 4 3/8"-Min. E.D. CONTINUOUS POURED Z CONCRETE(f'c=3 w Mia) o^ 8"Min. THICKNESS II Min. g.H. REQ'D. It G3 EDGE IF APPLICABLE-/ II in t-j :V N SECTION X4-X4 W/ G3 �z (INTERIOR MULLION) ii (WALL MOUNTED SHOWN, MAY D (W/ ORIENTATION I) 21 0RN o u BE ALSO INSTALLED TRAPPED (2"x7"� CLASS G'-ii MOUNTED PER SECTION O'-0' a II I ON SHEET 8.) a� II N EXTERIOR O SEE MAXIMUM Q(INTERIOR) WALL MOUNTED MULLION SPAN :3 w " COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q�B ii I Q�/B SPAN INSTALLATION): \2 1/2"\ INSTAlATION CASE I' — RESIDENTIAL AND COMMERCIAL Min. E.0 1 A1 N1/2"xi 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH 160.8p.s.f. GLEa 3/8W/ 1/4"0x3 4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D. TEK SCREWS ®'2a" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE,W/ HILT] INC HUS—H OR X4 POWER FASTENERS WEDGE=BOLT (ITP.T�1TDN)3 1/2' I (IYP.TOP/wmw) . / ANCHORS, _ INSTALLATION CASE Ir — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" a 3/8' T T -(2) 3/8'0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO. MIN..E.D. \ W/ 2"'Mtn, EMBEDMENT TO`POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. `\ WALL (Ty-P. TOP & BOTTOM). EDGE IF APPLICABLE CONTINUOUS POURED ,�• Q�A.TI( SIDE RAIL(D NOT SHOWN FOR CLARITY CONCRETE(f'c=3)W Mn) �P � 1 8"Min. THICKNESS REUD. .Q'�;� }CENSF'''.9 FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) WALL MOUNTING:MULLION c z6rT mTEcO Irvc. • �)W. POURED CONCRETE WALL N0.4467 lYC7uilius `� SECTION W-4 * * ROUingShutfersysfean ce/24/a .o'•. 4r IL ECO1po. o,TE INTERIOR WALL MOUNTED MULLION INSTALLATION * =_� " TIWT TESTWG h ENGWEEAINC COMPANY EXPERT SHUTTER SERVICES INC. O •.'-L'fJ�{1S1 w.5 ��..i an(rix tviee 1626 S.W.,BILTMORE.STREEr 17-244.. t^�6tt1 ,..moa:Ukc"0"el.rom PN6 -IBM)749-T.M5.nr (nx)871-amu puWwc N6 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS 'cS/ONA4 ttf t W LTEM-0067TILLIT1.P.E. ,• m,•x• SCALE: 1/8'= 1' P.E. S JSBf9f E/DATE FLORIDA.U..fµ167 �I..n mn SR,LET,3A OF 26 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"(fl)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ta, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15: IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR.TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 W!A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU'IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7%AND DETERMINE MAXIMUM MULLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT,INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(@G,©, &@),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE: 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOL OWINGIDFIC PRODUCT EFINITION FOR SLATISNG PAN SHALL BE CONSIDERED DING ANCHOR TYPE,THE CONCRETE FOR A GIVEN MULTOP&BOTTOM FOR FLOOR OLIOgLTINPOE(1 PQED�O g LL MOUNTINGS OF MULLIONS INTO LLaxx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS 8 MULLIONS ARE USED USED,FOR A GNEN 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 SHALLBE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS.FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 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&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 Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE t ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,1IA,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(rRAED)@OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(G,G & ). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITHA-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 318 SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES,SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. \`11�',�tj,CENS ''•�9'�; FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) 9• No 44167 '; � O T017 TIL7EC0.INC Nautilus °�'"� *1 � V RolliogShaHurSyslom oe/zs/n It EC O,Nc. DATE TILurT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 7-;—NMA� DA 1626 S.W.OLWORESTREE7 17-244 PORT ST.LUCIE,FC.34964 WALTER A�TILUTT14,P.0i'IfOM1E.LBW)749-DOS6.iA%:1771)87duwa NoP . �IK� .Ue./44167 ac,a.m. SHEET 14 OF 26 SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(P:B.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Ib' CHART IC USE WXUUM VALUE BETWEEN POSITIVE AND NEGATIVE ASA.LOW 3/8"0K1MK BOLT 3 ANCHOR 5/18"m TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR USE MAXIMUM POSITIVE A.S.D.LOW VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX,' (FT) "Lw.' (FT) 'LMAX."(FT) MEASURED TO BACK OF SLAT(in) DESIGN RESSUR WALL TRIPPED Buuu-Oy�U�T %=-Our WALL TRAPPED amD-aur BUIL-Orr WALL. TRAPPED Bunn-our =oLrr, w/o STORM BARS W STORM BARS RATING MOUNT MOUNT MOUNT W/(9) MOUNT MOUNT �QUNr� MOUNT W/E© MOUNT MOUNT BUILD I MGUNr W/® SIE NOTES# st7:NOLO# t & SFE NOICS* SEE NOLO* yEE Np>LS.* t SEE xor®* Natfs* ,SEE NOTES# �1 - �N=* ND 20N YAND 20NE ND ZONES WIND ZONE (psi) SEE NOTES* SEE NOfFA 4 $FE NGLs K 1-3 4 1-3 4 3010 '20'-0" 15'-4' 20'-0" 20'-0" 20'-0' 15'-4' 20'-0' 18'-0" 20'-0" 15'-4' 18'-0" 15'-8' i' 14 1/2- 8' 7" 35.0 20'-0' 15'-3' 20'-0" 18'-0" 20'-0" 15'-0' 19'-0" 16'-3' 20'-0' 15'-0' 16'-3" 14'-0" 1' 14 1/2" 6' 7' 40.0 20'-0' 15'-2' 19'-7' 16'-6' 20'-C 14'-5" 17'-4' 14'-10' 18'-11' 14'-5' 14'-10' 12'-9' 1" 14 1/2' 6" 7° 45.0 20'-0- 15'-0" 18'-0' '15'-3" 20'-0' 14'-2" 16'-0" 13'-9" 17'-4" 14'-2" 13'-9" .12'=0' 1" 14 1/2' 6' 7 50.0 20'-0" 14'-10' 16'-9' 14'-2" 19'-1' 13'-1" 14'-10" '12'-10' 16'-2' 13'-1" .12'-9' 11'-0" 1' 14 1/2" 6' 7' 55.0 20'-0' 14'-8" 15'-8° 13'-4" 17'-9' 12'-4" 13'-11' 12'-1" 15'-0' .12'-4" 12'-0" 10'-6' 1' 14 1/2' 6' 7" 80.0 19•_5• 13,-9' '-14•-9• -12,-7• 16,_9- 11,_8" 13,_2•- 11,_5" 14'-2. 11,_8" -11,_4:' --10,-0• - 1' 14 1/2' 6' T- 85.0 18'-4" 12'-11" 13'-11' 11'-11" 15'-9" 11'-0° 12'-5' 10'-11' 13'-4" 11'-0' 10'-10" 9'-6' 1' 14' 6' 7" 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' 1' 13 1/2' 6' 7' 75.0 16'-6' 11'-7' 12'-7' 10'-10" 14'-3' 10'-0' 11'-4' 9'-11" 12'-0' 10'-0 V-10 B'-10" 1" 13 1/2' G" 7" 80.0 15'-9" 11'-0" 12'-0' IO'-5" 13'-7' 9'-5" 10'-10" 9'-7' 11'-7' 9'-5' 9'-3' 8'-6' 1" 13' 6' 7" 85.0 15'-0" 10'-B' 11'-7' 10'-0' 13'-0' 9'-3' 10'-5' 9'-3' 11'-2" 9'-3' 8'-0' 8'-3" 1' 13" 6' 7" 90.0 14'-2" 10'-1' 11'-2' 9'-8' 12'-6' 8'-10' 10'-1" W-11" 10'-9" - 8'.-10' 8'-10'. 8'-0" 1'. 12 1/2- 6' 7" 95.0 - 13'-5' V-8" 10'-9" 9'-4' 12'-0" 8'-5' 9'-9" 8'-7' 10'-4" 8'-5" 8'-6' 7'-9" 1" 12 1/2' 6' 7' 100.0 12'-9" 9'-4" 10'-5' W-1' 11'-B' 1'-4" 9'-5' 8'-4" 10'-0 1'-4" 8'-3' 7'-6' 1' 12' 6' 7" 105.0 12'-2" 9'-0" 10'-1" 8'-8" 11'-3' W-0" 9'-2" W-2' 9'-8" 8'-0" B'-0" 7'-4° 1' 11 1/2' 6' 7" 110.0 11'-7" 8'-8' W-9' _8'-6" 10'-11' 7'-10' 8'-10' 7'-11' 9'-3" 7'-10' 7'-9' 7'-2" 1" 11 1/27 6' 7' 115.0 11'-1' 8'-5" V-6 8'-4' 10'-7' --7'-B* 8'-8' 7'-8' 9'-0" 7'-8' 7'-8' 7'-0' 1' 11 1/2' 6' 7" 120.0 10'-8' 8'-1' 9'-3' _ 8'-2' 10'-3" 7'-5' W-5' 7'-6" 8'-11' 7'-5' 7'-5' V-10' 1' 11' B' 125.0 10'-2' T-9' 9'-0" 7'-11" 10'-0' 7'-2' 8'-2' 7'-4' 8'-8' 7'-2' 7'-3' 6'-8' 1" 11' 6" -7" 130.0 9'-10" 7'-6' W-9" 7--9' 9'-9' 7'-0' 8'-0" 7'-2' 8'-5' 7'-0' 7'-2" 6'-6' 1' 10 1/2' 6' 7' 135.0 9'-5' 7'-2" 8'-6" 7'-7' 9'-6" '6'-10' 7'-10' 7'-1' 8'-2" 6'-10' 7'-O' _ 6'-5' 1' 10 1/2' B. 7' 140.0 W-1" 8'-118'-4' T-5' 9'-1" - 7'-8" 6'-11" 8'-0" - 6'-10' 6'-4" 1' 10 1/2" 6" 7' 143.0 B'-10" 8'-2" 7'-3' 8'-10" - 7'-6' - 7'-10" - - - 1' 10" 6" 7' 7'-2 B'-6' - 7'-4' - T-9" - - - 1' 10" S. 7' '7'-0' 8'-3' - T-2' - 7'-7" - - - 1' 10" 6' 7' 160.0 1 8'-0' 1 .7'-B" 1 6'-10' 8'-0" - 7'-1" 1 1 7'-5" I * NOTES1 1. ABOVE_.INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ,.•"•^�- ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18.INDICATE THAT (�8p AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT ,,..(��. SPAN AND A.S.D. DESIGN PRESSURE RATING. ♦♦1 FLORIDA BUILDING.CODE(Non High Velmity liurrieone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ♦ 02017 nL1EC0 INC. • DRAWN a/o 318'0 KWIK BOLT 3 ANCHOR OR 5/16"a TAPCON XL ANCHOR, INTO ? J •4416 Nautilus LD. POURED CONCRETE OR'GROUT FILLED CELL CONCRETE BLOCK, OR \ RomysbutearSystom 08/24/17 WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR I L E C O nu. DATE WALL MOUNTED TRAPPED MOUNTED, AND BUILD-OUT MOUNTED, _9 _S EXPERT SHUTTER SERVICES INC. ♦ TILLIT TESTING&ENGINEERING COMPANY Z Om [1 PORT Sf,LUCIE,R.J4984 w A♦ ens w.•.sau.s4 sa.xn wAceu uRoees.n urea 1626 S.W.INLTMORE STREET 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE F°•. 1 ^^°",e,of-P�•rm:Fxiepn_,vl 1 ►Q - .r.mtwooea.wm Alae:(eoo)7w-erne.rAw(7u)e7I-asvo OeApDW Iso DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. ts/ 6 11Il -ALTER�A�TLLIf77Jr.P.E. P.E. I ATE FLOMDA UC.f 44157 m.,son N/.P SHEET 15 Oi 2G MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE Wl 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT rR SLAT SPAN RANGE 0'-4'f > 4'-5'f > 5'-8'f > B'-Tf > T-9'f > 9'-12'f > 12'-16'f > 18'-20'f 9" 9" 9` 9` 9" 9" 9` 9" 9" 9` 9" 9" 9' 9" 7' 5 5/8"9" 9" 9" 9' 9' 8" 5 5/8' 5 5/8' SLAT 9 9` 9" 9" 9" 6 t/2" 5 5/8" - �SPAN� MAX. SLAT SPAN FOR A 9` 9 9" 9" 8' 6" - - ��] PRE SURE RATINGGIVEN A.S.D. IGSHALL 9" 9" 9" a^ 7" 6" - - b1:1lEQ EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 9' s" s^ 7". 7" — — — SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. DEs1a1 A.S.D. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6'f > 6'-7't > 7'-9't > 9'-12't > 112'_116't > 16'-20't OE(OA a 30.0 9` 9` 9" 9° 9" 9' 9" - >41-60 9" 9' 9" 9' 9" 9" 7 1/2° >61-60 9 9' 1 9" 9' 9" 8' - - >81-105 9" 9` 9" 1 9' 1 8" 1 - - - >106-120 9" S. 9" 1 8 1/2" 1 8° - - >121-140 9" 9" 9` 7' >141-160 9' 9" 6" BUILD•OUT'MOUNT SLAT SPAN RANGE OEM PRESSURE 0'-4'f > 4'-5'f > 5'-6't > 6'-7'f > T-9't > s'-12't > 12'-16't. >16•-20"t_ RATING VNGE(P.2 E Q E E E E E E©. E ® /Ca� 0 E© E �E E E :140.0 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 5/6 >31-40' 9" S. 9' 9' 9" 9" 9' 9" 9' 9" 9" 9' 9' 9" 9" 9" 9' 9" 7" 7" __6" 5.5/5' 5 5/8" 5 5/8 >41-60 9" 9' 9" 9" 9" 9" 9" 9° 9" 9' 9' 9." 9" 9° 9' 7 1/2" 7 1/2" 6" 5 5/8' 5 5/8" 5 5/8 5 5/8'..5 5/8' - >61-80 9" 9' 9° 9° 9' 9" 9" 9" 9" 9" 9° 9` 9" 9" _7" 5 5/8' 5 5/8" 5 5/8 5 5/8" 5 5/8' - - - - >et-105 9" 9' 9" 9" 9" 9" 9' S. 9" 8. e" 6 1/2'.6 3/4" 6 3/4' 5 5/8'.5 5/8" 5 5/8" 5 5/8 - - - - - - >106-120 9" 9" 9" 9' 9' 9" 9` 9 8' B` 8" 6.1/2 6" '6" 5 5/8 5.5/8" 5 5/8 - - - - - >121-140 91 9° 9° 9° 9" 7 1/2 8' 8' 61/2" 8". 8' i 6" 15 5/8 55/8" 5 5/8 - - - - - - - >141-160 9' 9' 9' 8' 8' 6" 1 7" 1 7" 15 5/816 3/4"16 3/4-15 5/8'15 5/8' �- aFFFFa� 44 r'°�•�"""••,'� FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) Ab41 0$017 TILTECO INC. Nautilus �'L r q V L4 '/ - RomngSbUffUrSysl?m - 08/24/17 IL E C O eye EXPERT SHUTTER SERVICES INC. DAIS Q TILLIT 7ES71N0•ENGINEERING COMPANY � ��� 1\ nu,x.r,xa,s.FI..Jm,vmma�wawa;n vim 1626'S.W.61LTNORE STREET 1,7-244 •'••.. "'°.'"' PORT Sr.LUCIE.FL 34984 (� 1 e mdh Wt"eoead.<om DRAWING No ��,. (1� '••• ••�� 11 EB-0008719 PI�OxE+(EW)749-9055.5ac:'.(>J])6/1-0990 r_i=/VA WALTER A.TILLIT Jr.P.E. ��$ •••,•• Ir/DATE FLOR164Ue./44167 m e�-m4 '�/: SHFfT 16 OF 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT A= SLAT SPAN RANGE DOM P�59uRE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-I6't > 16'-20't RAir10 RAN6E(v„) s 30.0 8" 8" 8" 8" B" e' 7 1/2` 5 1/2- >31-40 8" 8" 8" 8' 8" .8" 6' 4" >41-60 8" 8" 8" 8" 8' 6` 4" 3 3/4' t {OTE: >61-60 8" 8" 8" 8" 4 1/2" 3 3/4" - SLAT MAX.,SLAT SPAN FOR A >el-to6 8" 8" 8° 6 1'/2" — 5. 3 3/4" 3 3/4" - �SPANli GIVEN A.S.D. DESIGN LOAD >106-120 e" 8" 8' 5 1/2' 4 1/2" 3 3/4" - SHALL PANT EXCEED MAX. � [o� SLAT SPAN INDICATED ON >12t-u0 B. 7 1/2" 6` 4 1/2" 4" 3 3/4" SLAT PERFORMANCE CHART >141-160 8" 6° 5" 4" 4" - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT ,� SLAT SPAN RANGE OEM P6EATM 0'=4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't s 30.0 s" 6" 6" 6" 6' 6' 6' 5 1/2' >31-40 6" s 6" 6" 6" 6" 5 1/2' 4 1/2" >41-60 6" 6" 6" 6" 6` 5 1/2" 4" 4- >61-80 6' 6" 6" 6" 6" 4- 4- >81-105 6° 6" B. 1 6' - 4 3/4' 3 3/4` 1- 3 3/4' - >106-126 6" 1 6" 1 6" 5" 4" 33/4- >121-140 /4">121-140 1 6" 16' S 3/4" 4" 3 3/4" 3 3/4" - >141-160 6" 1 6' 1 5" 1 3 3/4" 3 3/4" BUILD-OUT MOUNT A= SLAT SPAN RANGE DESM 0'-4't > 4'-5't I > 5'-6't > 6'-7't - > 7'-9't > 9'-12't > 12'-16't > IV-20't RANGECCPP90 E E E E E E E E 16- E E Q E O E E E s 30.0 - 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° 5" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3>41-60 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" - >61-60 6" 6' 6" 6" 6" 6" 6" 6` 5 1/2 6" 6" 5" 5' 4" 3.3/4" 3 3/4" - 3 3/4`3 3/4`>61-105 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" - - - - - - - >to6-120' 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" - - - - - - - >121-140. --8"-S._...._ 8` 5_._.._-.5�_ ..__.4� 4 3/4".4..3/4p 3 3/4 4_.172..4..1 T; 3 3/4 3 3/4' 3_3/4"[ - - - - - - - >141-160 6" 1 6" 1 5" 14 1/2'14 1/2" 3 3/4 4' 4" 4" 1 4" 3 3/90 � S ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone). *, 4g167 _;" C20,71LTECO W� Nautilus ORALx- �(D Ltt WngSduttorSystem 06/24/17FENCINEERINCCOYPANEXPERT SHUTTER SERVICES INC. atv K..1an,a,sr us.vwJM cww:n ur¢a 1626 S.W..SILTMORE STREET 17-2444 t �.++(185biIt WI..r". (»a10n-I?91 PORT ST.LUCIE,FL 34964 SS�•J�/,4 " It a-mat 6Meco0.dwm pua71O N9 �El16` ,+t' EB-0008719 -PIS(OW)749-9056..M.(7n).071-0090 .TER A""I J7.P.E. Bezenw YA morns un P.E. S'f!iKJS1t31N1 RE/DATE. FLORIN.L1c./44167 ".e-n. n 5NO.7 t7 of 2e MAX.ANCHOR'S SPACING SCHEDULE Vb 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 MAX DESIGN SLAT SLAT SPAN RANGE PRATM RESSURE 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(PALL.) s 30.0 8' 8' 8" B. 8" 6" 4 1/2- >31-40 8• B. 8. 8.. B. 7" 4 1/2' - >41-60 - B. 8' 8` 8" 8" 4 1/2- - - t � >61.-80 I 5" a. .-7-712— 7" 5 1/2' - - - SLAT MAX.SLAT SPANFORA >81-105 _ 8" 8" 7 1/2" 5" .4" - - - SPAN~ GIVEN A.S.D. DESIGN PRESSURE RATILL NG e' 7 1/2' 6" 4•' NEVEEXCDMASAT >121-140 8" 6" 5" - SPAN INDICATED ON SLAT >141-160 7" 5' 1 4" _ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAXAW DESIGN .SLAT:SPAN RANGE PRATING RESSURE $-4't > 4'-5't > 5'-6•t > 6'-7*t > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(;W.) - s 30.0 6' 6" 6" 6" 6" 6" 6- >31-40 6" 6" 6" 6" 6" 6" 4 1/2- >41-60 6- 6" 6" 6. 6- 4 1/2•• - >61-80 - .6" 6' 6" 6" 5" 4 1/2- >81-105 B. 6' 6" 4 1/2" 4 1/2' - - - >106-120 6" 6' 5 1/2 4` 4 1/2" - - >121-140 6" 5.. 4 1/2" 3 3/4" - - >ta1-16o 6' 5" 4" BUILD-OUT MOUNT MAIL. DESIGN • SLAT SPAN RANGE PRESSURE 0'-4't >.C-5't > 5'-6't > 6'-7't - >7'-9't > 9-12't > 12'-1 B't > 16'-20't RAN4E E - r E E E E E E ® E E E EO ® E QE E E s 30.0 6" 6' 6"_ 6" 6' 6" 6' 6" 6" 6` 6" 6" 6. 6" 6` 6" 5 1/2 4" 4. 1/2' - - - - >31-40 6' 6' 6" 6" 6. 6" 6" 6" 6" 6" 6' 6" 6" 5 1/2" 5" 4' - 4" - - - >41-60 s` 6' 6" 6' 6- 5 1/2" 5 1/2" 6" 6" 6" 6" 6" 5 1/2' 4 1/2 - - - - 3 3/4" - ->61-80 6" .6" 6" 6" i5 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 5 1/2 5 1/2. 5 1/2" 4 1/2 3 3/4" -3 3/4">106-120 6 6• 5 1/2" 5 1/2' 4 1/2 4 1/2" 4 1/2'13 3/4 - - - - - - - - - - - - - >121-140 6 6' S 1/2 4" 4" - 3 3/4" 3'3/4" - - - - - - - - - - - - >141-160 5" 5' 4.' \\1',� "' '�n%J'••• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r' `Y •. 0.2617 T1I,1ECa:INC. AM Nautilus DRAWNW. 44967 RolltnyShutlerSyatem aF1/24/T7 TME C-0,,e. � own • • nurr TESTING h ENGINEERING C01/PANY EXPERT SHUTTER SERVICES INC. St 3y JOl.VRGG cuaNs,R aTlee 1626 S.W.OLPAORE STREET. 177244 \ _ POR(ST.LUCIE.FL.34984 ? ns•.. RIDA k.1\\ "1.01-719��m E'(� 7a9-9D56•fK(n])BYt-x990 DRAwuM N" WALTER A.TAUT Jr,.P.E. c®nv aTT oocs.m .��'.I,-••••_•., .FLORIDA 1.2 0 44167- ua,sml Mr, SNEE7 18 Of 20 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > V-7' > 7'-9" > 9'-12' > 12'-16' > 16'-20' RATING (pot) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999. 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1.328 320 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 1 1007 360 1695_ 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — _ — — — >141-160 1 781 320 1186 400 1322 1 480 1873 560 1740 640 — — — — — — SLAT t---SPAN---' Eo *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS: SEETHISSHEET FORVxBVyVAWES. Vy SIDE RAID'_r—�-�T— VX L—l�.t= EER Att.�`T1e�7✓. Vy _ .;1 ••VGu'SF FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone) ru.aaiof ': c20,2 nLTEco INC. Nautilus oRALrcer * *� *�. ROMngbautterbystem ce/2ap7 ` 1 L E C O iiwe: EXPERT SHUTTER SERVICES INC. DAA /+ P•,•'�L\ TLLR TESfINa h ENGINEENINa COMPANY �a7lL_a �,1 \es�a xa.xu.u.u.:wf,va:± uf). n.avea 1626 S t. UCIE,FL STREET 7-2¢¢ ^i S/ONAt�•�6�''� —.2;EB 60006719�'t' F1gr¢:(baoaaT 7�9-9L0u.1a E�lAR:If??)8B71-aD90 dUeaq Pb at— WALTER A TILL"Jr,p.E. P.E.SEAL/slDrLtfdk� DnTE FLORM LIZ/+a(67 a>� m1 SHEET 19 OF 26 SLAT PERFORMANCE CHART lb I & IC 1:(ONLY VALID FOR 11T SLIP) SLAT PERFORMANCE CHART IIb I & IIC 1: (ONLY VALID FOR 114"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.f).SLAT SLIP 118"AND FOR A GIVEN MAXIMUMAS.D.DESIGN PRESSURE RATING(p.G.Q AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(PB.Q AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'X4°STUDS, INSTALLATIONS WO STORM OARS PER DETAIL 2 BELOW INSTALLATIONS W/0 STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 T USE mom A= of" CHART IC 1 CHART IIb 1 */ CHART IIC 1 !� 1°D USE:IWMI ME ERM PaMK MO Ibi1TNE ASA 1D(0 125E K=JM WILE WMH1 POSRNE MD NWK ASA LA10 Wyly WAX SAT SPAN WL S'a TO GLASS mcam'70 AS0 LYAM.'(ft) LML•(FT) BCK OF SCT n MkMUMI WOOD GRADE OES1Ol1 S76.0TAPCONXLANCHOR N��µ7 � tDElp y�� 5H6°OTAPCONXLANCHOR NM µT � LAop VALUE � W� BU4D-a�F•� .M W/o StORM.BMtS MAX.SLAT SPAN 'LMIN' FdrUKUMA Eb JIM SEPARATION TO NAiyY REQUIRED MAX.SAT SPAN SPAN O Hv(D i0NE9 Ylro zoxE REQUIRED W.SEPARATA)N ro (P'Q mo ° 1�] 4 ASA 'I�Ax' (rt) (r1) s�ro BAC(OF SAT(la) ocI q n `Lwuc•(n) (ft) I�ro a"OF SLAT CID) SOUTHERN PINE/2(G�.55) 60. a•DEMN -s 4'-s- Pt•F SSURGE WALL MAD-our �-.= TFA-M W o STOF6A.BARS 1 WALL eunD-our BIA D-Orr W"T� W/o STDRM Ruts RATING Nom W/ W/ •ew•art ROM MOLAR W/ W/ •:�uaD•ouF OpUCULS-FIR-SOUTH(G=0.46) 60 a'-5' a'-s° o' (P,Fj - WIND 20tff5 YrM10 ZONE (P><Q a WIND ZONES W010 ZONE PRUCE PINE-FlR-SITH C=0.36 60 a'-s' 4'-5' NOTMA tL�A ttmFse 1-3 a lmtaTFse) tsEENOFse Nm 6 1-3 30.0• 10'-0' 10'-0` 10'-01 8'-1' i• 6 1/2• 304• 9'-3- 8'-3' a'-3"... V-7' I' '8 1/6- 30.0•• -I0'-0" 10'-0' 10'-0' V=9" 1" 8 1/2' 33,0 M T-9' T-9' 7'-9' 7'-3' 1' a 1/8 40.0 10'-0" 10'-0" 10'-0• 7'-5' 1• 8 1/2' 40.0» T-7' 7'-7" ,7'-7' 71-0• 1` 8 1 8• 45.0»• 10'-0• 10'-0' io'-0' 7'-2' 1` 8 $/2- 460•» 7'-4' 7'-4' 7'-e 6'-9' 1' B 1/a— Y!1 60.0»• 10'-0' 10'-0' 10'-0` 7'-0' 1' 8 1 2' 60.0•» 7'-3' T-3' T-3' 65:0»•- 10'-0' 0;- 160.0-1 ' 6'-9` 65.0•» 7'-3' 7'-3' 7'-3" W-a" V 60.0•» 1D'-0' 10'-0' Ill•-0' 6'-9' 1'. e 1 2' 504—1 7'-3' 1 7'-3' 1 2'-3" -1 6'-2' 1' 8 118- 1 ----------- SLAT PERFORMANCE CHART M1: (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART N:(LESS THAN 118"SUP) SLAT r—r— FORA GIVEN MAXIMUM AA.S.O..D.DESIGN PRESSURE RATING AND.SHUTTER MOUNT CONDITION FOR FORA GIVEN S.O.DESIGN LOAD(p,&R SHUTTER MOUNT CONDITION INCLUDING I I' INSTALLATIONS WJO STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS Wb STORM BARS PER DETAIL 2 BELOW I 1 •X•• �I 1n% _ CHART IIIb l USE"/ TQpl CHART IIIC 1iii i i p o SLAT SPAN DEFINITION 5116"e TAPCON XL ANCHOR USE UkMM ME I?E WN P=K NO ImmME ASA LOAD i 14'-e ue FOR ;I USE IIIUaIIN POSITIVE ASA USE MAXONM NAM BETWEEN Pown USE LLAIOMUM POSITIVE ';i Mµi Aaevr t t I AND 1&3iATNE ASD.LOAD ASA.LOAD YAl11E r$f0R 5!18'0 TAPCON XL ANCHOR LAND VALUE MIN.SLAT ?i-I mlan-aT rf SPAN NAY.SLAT M7.SLAT MMAD MK @VAMM 'j j WX w ro MAX.SLAT SPAN 'LN1N.' BFLURFD MM.SEPARATION TO GLASS SPAN SPAN m-LASS MD=w m RUTH ,t Assn. 11-mm'(FT) (T) ISD TO ISIM OF SLAT CN) DESIGN twe(FT) *('Mei' FTMCK er SIX 0a) 1/2'PLWA00 AND DS H� WNL KURD-art oulD-wT tTYA.mveFea W 0 STDIAi BARS LOAD OU D OUr LL,TRWPW &0sw-0mi7F W/O SIORM BARS ., Yn (2)Yxa'H000 SNYO •1tuADan (T'm.FDCEt SIDE,OEtu`✓0)f �"O IcaArt 9 W/ �W/ YARD ZONES WwD zoRE (PSD ° A 6 e 1�ON WIND i ONE DETAIL 1(ELEVATION) (P°t) (Sm ttmLT e) (ylE taro a (SEE fA n e e 1-3 a sm mm SIX JaM 30.0• 7'-6• 7'-6" T-6' 6'-7' 1• 8 1/8' 30.0• 6'-6' 36.0. 7'-2" 7'-2" T-2• 6'-4• 1" B 1 8' MID 4+ 6'-3' 40.0- 6'-9` 6'-9' __6'-9' 6'-1' 1' 8 1/8_' 40,0•• 6'-0' Q NOTES 45.0•» 6'-8" 6'-8' S'-8' 5'-11" 1' 8 1/8- 4A �• 5'-10' 0'-0' t' S' 50.0»• 6'-5' 6'-5' 6'-5" s'-9' 1' 8 1/5- %0.» s'-9" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS mo— 6'-3"- 6'-3' W-3' 5'-7' t' a 1/8' 5S »• 5'-7" ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0— W-1" 6'-1' 6'-1' S-5: 1' a t 8' 0»a 5'-5` 1S AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D: DESIGN LOAD. j>Y17 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF .. •VALID FOR DOUGLAS-RR-SOUTH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER ER SOLMN PRE#2(0-0.56) SIDE OF OPENING SHALL BE 33". II PINE-FIR-STHPINE-FIR-STHsum (G.") i -- -- - i, svu »wWD FOR DOUGLAS-FIR-SOUIN(0=0:46) I I I i SOIJTFi4d4 fltF#2(0.'.56) »a SLAT DEFlNIT10N VAUD FOR SOUTHERNq FLORIDA BUILDING CODE (NOT HIgA Nelocily Hurricane Zone) to-13N' 1 u •• FOR WALL MOM e 1O'-0•FOR SUID-0Ur i'.z - .. MAIL PPFATNG 02617 TILTECO INC. swum 'z" ORAkW BT: ( ' ; INSTALLATION INTO WOOD FRAME STRUCTURES (jp 44167 , Nautilus RolNngShDt/arSysfOm DaQ4/r7 -j IL. EC O Elyr.. EXPERT SHUTTER SERVICES INC. �'. TILLFT TE5T1N0 A ENGINEERIRO COMPANT xs.1s+mu wmU.;R illae 1826 S.W. UCIE.RE STREET4984 1"7-2i1�f 1/2"Po-111000 AM9 /fir ��G� �A04°'r� r �T1-1�1 PORT ST.LUCIE.FL 34984 Y/7 (2)2•x6"WOOD SUMS O�� ORS �` IIA t0teeo09olmm F%1 (800)749-9010.FAIL(772)071-0990 ORA•1110 Ro EACH 5DE BEYOND)1 1 EB-11005719 many e i ( WALTER A TILLR"67 DETAIL 2(ELEVATION) Pµ ersEAL/SIGNATURE/DATe FLORA Le• F4167 n> sRELT 20°F is MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RANt3E WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE A SLAT SPAN RANGE A.SA OEM WOOD GRADE RAMS * WOOD GRADE O!t.4'*>4b5* >stov*>6'm7'>7to9'`>5to10' .(Pd) 0-T to 4'-$" (P-0 - 4 30.0 6" s 30.0 6" 6" 6" 6" 6" 6° SOUTHERN PINE #2 40 6" SOUTHERN PINE 40 s" 6" 6" 6" s" a 3/4" (G=0.55) 50 6" (G=0,55): 50 6" r" 6. 6" 4 3/4" 3 1/2" 60 6° 1 1 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH 5-30.0 6" 6" _ 6' 6" 6" 6" (G=0.46) 40 s" (G=0.46) 40 6" 6" s" 5 t/a" 5 1/4" a 1/4- SPRUCE.PINE-FIR-SOUTH s 30.o s" SPRUCE PINE-FIR-SOUTH s30.0' 6^ 6" 6" 6^ s 5 1./4" G=0.36 0=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE WOOD GRADE P 0-4 >4'-5 >514 ' >6'-2' >7-5" >er-io' ( AN D.rt mom of1NT N0P YOVNf A =M =0-'4AQ=ZA/,O(INf A YOUNT A YOUNf A YOV,R'• Ye1M N YOUNI W E s 30.0 6^ 6" 6" 6" 6" 6" _ 6" 6- 6" 6" 6" 6' SOUTHERN PINE #2 40 6" s' 6" 6" 6" 6" 6" s" 6" 6" 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" '5 1/4" 4" 4" 60 6" 6". 6" 6" 6" 6" 5 3/4" 5 3/4' 4" 4" 3" 3" DOUGLAS-FIR-SOUTH.': 30.0 6 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.46) 4O - 6 6" 6" 6" 6" 6" 15 1/2 5 1/2" 5. 1/2" 5 i/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6^ s' 6" 6" 6" G=0.36 o Ile A. *NOTE: drr1..r f.�..... 4r MAX. SPAN FOR SLAT FOR A �� 1' CSF ✓9 FLORIDA BUILDING CODE(Non tfgh Velocity Ifurr cane Zone) GIVEN A.S.D. DESIGN LOAD • t N0.44167 02617 TILTECO INC. • DRAWN Rt SHALL NEVER EXCEED MAX. nr s SLAT SPAN INDICATED, ON Nautilus (C SLAT PERFORMANCE CHARTS IL ECO 8ollingSbotlerSyeto+n tin,/,, GAIT ON 20 SHEET. 4� nwI TTsr,NO tr ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �� ',� ....N■.wn s�.>xa..r+c>✓u w m m MI. 1626 S.W.BILTHORE STREET 17-244 r / � n,rm.(wstml-:m: PORT ST.LUCK,R.34984 °wcOt`Oo°6PxoxE(eoot I.s-x.e.rAx:(772)m,mro (wnwlNO N° WALTER A.RL(R.Ir.P.E. Kv.. rcvsr•. .a °•r••"' "" sxEn 2,a•2e P.E. �/yl. RE/DATE FLORIDA Ue./44167 aP iw,: n i" TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING (ft)*' A.S.D..M STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 9r _ 30,0 11'-0" ill-01, 11'-0" ill-0., 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0' THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" 1'1'-0" W-011, 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" {W/ 1 OR MORE STORM BARS PER SHUTTER. j 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'=0 11'-0'' 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-OI' 11'-0" 11'-0" 50.0 11'-0" 11'-0" 1 1'-0" ill-011 11'-0" 11'-0" 11'-0" ill-01, 11'-0" 11'-0" * THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-D" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER. _60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-D" 11'-0" 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1.1'-01, 11'-0" • - 70.0 11'-0" 11'-0" 11�-O" 11'-0" ill-O., 11'-0" ill-01, 11'-0" * 11'-0" * _ 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1,1'-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 11'-0" 11'-0" 11'-01I 11'-0" 11'=0" 11'-0" 11'-0" * ----- - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 111-0" 11'-0" - - - - 95.0 11'-0" 11'-0" 11'-0" 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" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" 115.0 11'-0" 11'-0" 11'-0" 11'=0" - - - - - - 120.0 125.0 11'-0" 10'-10" - 130.0 11'-0" 11'-0" 11'-0" - - - - - 135.0 11'-0" 11'-O" 11'-0" - - - - - - - 140.0 11'-0 11'-0" 11'-0" - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - 150.0 W-01, 155.011,-0" ill-01, - - - - - - 160.0 11'-0" 11'-0" - - - - - - ,r ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN .'' .•'••�/9•.: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. t 02017 TLIfCO INC. • CA"W. No.4416 Nautilus *•. RollingSbutterSystem .08/24/17 IL R C O EXPERT SHUTTER SERVICES INC. DATEW TIT TESTING h ENGINEERING CO COMPANY �/ \ ..•, 1628 S.W.BILTJOftE STREET 17-2¢.} 0�.'.• 1 rnwr:(0mmr Iw.ra.,(�myrrt-tsn p `ar,� 1 e nro 4 Ltt...*wt.mm. P4�ST.LUCIE.Fl.14884 �,�,�. ........ •••• G`y�Itt EB-0806719 Rte=1800)]40-GLS.rm.(77>)e71-mw Wr TER A TILLIT Jr:P- o.tr •v.v rna,ne. P.E y6Sl�DiN E�DATE MA Lx.144167 i SI'M 22 or 26 TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-S1 (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q &STORM BAR SPACING (ft) A= STORM BAR SPACING"a"(FT) Amato. STORM BAR SPACING"a"(FT) P v1O1wc nn€ 000110 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' MIND 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 30.0 A;B.C,D B C D 0.B,C,D AB,C,D 0.B.C,D A.B.C.O A.B,C D A.B,C,D 0.B C,D A.B,C D 30.0- -B,C,D A R C D ABC,D B.0 D B C,D BCD B C,D AB,C A,8,C AB C 33A AB.0 D AB C D A B C D A.B.0 D B.0 0 A B C,0 A.B.0 D A.B C,D B C,D 0.B C.0 S5.0 AB,C;D 0.B,C,D 0.B,C,D AB,C,D 0.B C.0 AB,C A,B,C 0.B C B A 40.0 BCD A,S.C,D B.0 D A.B,C,O AB,C,O A.B,C D A,B,C,D 8,C,0 B,C,D 0.B C,D 40,0 BCA 0 C,D A.B,C D B,C D A;B.0 ABC ABC A A A 45.0 BCD B,C,O AB,CA A.B,C,D AB,C,D 0.8 C,D AB,C D A 9,C,D A.B,C,O B,C 43.0 A R.0 D A 8 C,D B C.0 ABC AB,C ABC A A A A 00.0 A,B,C D AB,C D AB,C,D A.B,C.D AB C D A,B,C,D ABC,D A.B C,D ,C.D AB,C .50.0 BCD B C,D B,C D 8 C B,C A A A A A 0.7.0 A,B,C,D ".CID A;B;C,D A,B,C D AB,C,D A,B.C,D A B,C D A,B,C.O �AB,C &B,C 53.0 BCD A,B;C D A,B,C A.B,C A A A A A A 60.0 AB.C,D AB,C,D A,B,C,D A,B,C D 0.8 C D 0.B.C,D AB,C.D A,B C 0.B,C 0.8 C 30.0 AB,C D ABC A.B.0 AB A A A A A A e5A. AB,C,D 0.0 C,D A,B C,D AB CA AB C.D 0.B C,D A B,C A,B,C AB,C B- 65.0 B C,D B C B& A A A A A A A 70.0 B,C,D B C D 0.B C D AB.0 D A. C D AB.0 B.0 A.B,C AB A 70.0 B,C,D AB.C. B A A A A A A - 7&0 BCD AB C D ARCD B.0 D B,C D AB.0 &B,C AB A A 75.0 A,B,C,O AB,C A A A A A A - 80.0 B.0 D AB C D BCD A,B,C,D B,C A,B,C A,B,C A A A 60.0 A,B,C B A A A A A - - - 66,0 BCO BCD BCD ARCD BC BC B A A A B&O ABC A A A A A A - - - 90.0 BCD BCD B.0 D B.0 A,5,C AB,C A A A A 90.0 A.B.0 A A A A A - - - 93.0 B,C,D B C,D %B.0 D A,B.0 0.8,C A,B A A A A 95.0 A,B C A A A A A - - - 100.0 AB,C,D AB,C.D B.0 D 0.8,C ABC A A A A A 100.0 A,B,C A A ,A A - - - - 103.0 8 C D 0.8,C,D ABC B,C AB A A A A A 106,0 0.8 A A A A - - - - 110.0- B.C,D BCD AB,C ABC A A A A A A 110,0 A A A A - - 11&0 B,C,D A8 C D ABC A.B,C A A A A A A 115.0 A A A A - - 120.0 0.B.C.D AB.C, 0.B C 0.B A A A A A A 120.0 A A A A 120.0 BCD BC A.B.0 A A A A A A A 123,0 A A A - - - 130.0 0.B.C,D AB,C AB,C A A A A A A A 130.0 A A A - - - 133A A.B.C,D ka.0 A.B,C A A A A A A - 135.0 A A A - - - - - - 140.0 AB,C,D AB,C 0.8 A A A A A A - 140.0 A A A - - - - - - 145.0 A.B.C.D AB.0 AB A A A A A A - 145.0 A A IA - - 150.0 B.C.1) A.B,C A A A A A A - - 150.0 A A - - - - - - 153.0 AB,C AB A A A A _A_ A - - 135.0 I6D.0 B C A B A A A A A - - - 160.0 1 A A - - - - - - - - ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT*& 5" Min. THICK POURED CONCRETE (Pc = 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'o-16 MACHINE SCREWS C- 1/4'x.3/4"ALL POINTS SOLID-SET ANCHORS W/ 7/8' Mtn. EMBEDMENT*TO �,` AQ T/Z _ POURED CONCRETE (f'c = 3000 psi) & ,\T 1/4-a-20, 18-8 STAINLESS STEEL MACHINE ,a� f•• YC�+1s -�.� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone)) SCREWS ,t• •44167 - L oza11 nLTEco N+aautilusDRAW R* D 5/16'o ffW/BUILDEX TAPCON ANCHORS W/ U * ` a0mgSbuffersysiam ae/21/17 2 1/4' Min. EMBEDMENT*TO POURED _ : , T E�O- DATE CONCRETE (f'c 2899 psi) + EXPERT SHUTTER SERVICES INC. - •Q \ TILLIT TESTING G ENGINEERING.COMPANY 1626 S.W.BILTNORE SIREEf 17-244 11 ww_:.(xn>en sm r :.(aoslan-1y1' PORT ST..LUCIE.FL.34964 EMBEDMENT IS BEYOND ANY'FLOOR/ CEILING' FINISH ��/�/� E��,1)11 ES-CIO06719 w n PNa=•cem)gas-msa.Fax(m)a�1 cma DRAWING XO 4 WALTER A TILLIT"Jr.P.E. �"� ' P.E. SEAL Sf E/DATE FLORIDA LT..f 4a 167sNCET 2s Or 26 SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& AMAX.MULLION SPACING(ft)' DESIGN PRESSURE RATING(P.S.F.)•& A MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX ukx MMnA1 ©4"x69(1/4'MULLION Gt 4"xVxt/4"MULLION G4 45175x14'THICK(318'FLANGE)MULLION A'"' ©4"x6"x1/4"MULLION Gi 4'k8"x1/4'MULLION G2 4 x75414'THU DESIGN MULLION DRIESM (ft) �x P FLANGE)MULLION (T•) ORIENTATION 01(o) ORIENTATION 2( ORIENTATION 1 ORIENTATION 02(0) ORIENTATION 1 ORIENTATION/2(0) (P•4•}J SPACM RATM (�4 ORIENTATION 01 4#t ORENTATION ORIENTATION 1 ORIENTATION P2 ) ORIENTATION/2 END INTERIOR END ANTERIOR END INTERIOR END INTERIOR ENO END INTERIOR ENO INTERIOR END INTERIOR ENO INTERIOR ENO INTERIOR END INTERIOR 30.0 20'-D* Y-10' 9'-8' 7'-3' 12'-0' 9'-4' 10'-7' 8'-0'. 12'-8' 9'-fl 7-8' 12'-6' 30.0 20-0' 7'-10' 9'-8' 7'-3' 12'-0* 9'-4' 10'-0" 8'-0' 12'-6' T-6" 12'-8' 36.0 20'-0' 9'-4' 9'-3' B'-8" 11'-5' 8'-8' 10'-0' 7'-7' 12'-6' 8'-11' 6'-11' 12'-6' 36.0 20'-0' 7'=4' 9'-]' 6'-9' 11'-5' B'-8' 10'-0' 7'-7' 12'-6' 6'-11' 12'-6' 40.0 20'-0' 6'-10' 8'-10' 6'-4' _ 10'-11". 8'-1' 9'-7' 7'-3' 12'-6' 8'-5' C-6' 12'-6' 40.0 20'-0' 6'-10' B'-10' 6'-4' 10'-14' 8'-1' 9'-7' T-3' 12'-6' 6'-e' 12'-0' 46.0 20'-0' 6'-8' 8'-6' 8'-8' 10'-6' 7'-8' 9'-3' 6'-11' 12'-6' T-11' 6'-2' 12'-8' 40.0 20'-G' B'-5 8'-8' 6'-6' 1G'-6' Y-8' 9'-3' 6'-11' 12'-6' 6'-2' 12'-6' 60.0 20'-0' 6'-2' 8'-2' 11-0' 9'-11' 7'-4' 8'-11' 6'-T 12'-6' T-4' S'-11' 12'-6' 640 20'-G' 6'-2' 8'-2' 6'-D' 10'-2' 7'-4' e'-11" 5'-3' 12'-6' 5'-11' 12'-6' 86.0 20'-0' 5'-11' T-11' S'-9'' 9'-0' 6'-8' 1'-7' 6'-3' 12'-4' 6'-8' S'-7' 12'-e' 6&0 20'-0' S'-11' 7'-11' S'-9' 9'-10' 7'-0' B'-]' 4'-10' 12'-4' 5'-7' 12'-6' 60.0 19'-5 1'-9" 7'-9' 1'-8' B'-5 6'-4' 8'-6' 6'-2' 12'-0' 6'-4' 1'-6' 12'-6' 80.o 19'-5' 6'-9" 7'-9' 5'-6' 9'-8' 6'-10' B'-6' 4'-8' 12'-0' 5'-6' 12'-6' 116.0 18'-4' 5'-9 7'-9' S'-4' 8'-4' 6'-4' 8'-4' 6'-2 11'-10' B'-4' 5'-6 12'-6' 6" 18'-4' 5'-9 7'-9' 5'-4' 9'-7' 5'-10" 8'-5' 4'-8' I1'-10' S'-6 12'-6' 70.0 17'-4' S'-9' 7'-B' 5'-4' B'-2' 8'-3' 8'-2' 6'-2' 11'-9' 6'-!' S'-6 12'-6' 70.0 17-4' 5'-9' 7'-8' S'-4' 9' 76A 16'-6' 5'-9' 7'-7' 5'-4' 81-0' 6'-3' 8'-0' 6'-2' 11'-7" 6'-3' S'-6 12'-5" 7&0 16'-6' 5'-9' 7'-7' S'-4' 9'-5' 6'-10' 8'-3' 4'-8' 11'-7' S'-6 12'-5' 60A 15'-8' 9'-9' T-T 5'-4' T-10' 6'-0' 7'-10' 6'-2'- 11'-6" 6'-3' S'-6 12'-4" 60.0 15'-9' 5'-9' T-7' 5'-4" B'-4' 8'-10' 1'-3' 4'-8" 11'-6' S-6 12'-4' 'MID 15-0' S'-9' 1'-7' 5'-4' 9'-9' 6'-3' 7'-9' 6'-2' T1'-5' 6'-3' 5'-6 12'-3 66.0 15'-0' S'-9' 7'-7' 1'-4' 9'-3' 6'-10' 8'-2" 4'-0' 11'-5' S'-6 12'-3 90.0 14'-2" 5'-10" 7'-7' 5'-5' 7'-9' 6'-4' 7'-9' e'-3' 11'-5' 6'-4' 5'-7 12'-3 90A 14'-2' 5-.10' T-7' 5'-5" 9'-3' 6'-11' 8'-3' 4'-10' 11'-5 5'-7 12'-3 96.0 13'-5' 5'-10" 7'-7' 5'-6' T-9' 6'-5 T-9' 8'-4' 11'-5" W-5 5'-8 12'-3 0&0 13'-5' 'S'-10' 7-7' 5'-6' 9'-3' 6'-11' 8'-3' 4'-11' 11'-5' S'-8 12'-3 100.0 12'-9' S'-11' T-T 5'-T T-9'. 6'-8' T-9' 6'-4' 11'-5' 6'-6' 5'-9 12'-3 100.0 12'-9' 5'-it' 7'-T 5'-7' 9'-3' T-0' 8'-2' 5'-O' tY-5' 5'-9 12'-3 108.0 12'-2' 6'-0' 7'-7' S'-T T-9" 6'-7' 7'-9' 8'-5' 11'-5' 6'-7' 5'-9 12'-3 103.0 12'-2' 6'-0' 7'-7' S'-7' 9'-3' 7'-1' B'-2' S'-1' 11'-5' 5'-9 12'-3 110.0 11'-7' 8'-0" 7'-7" 5'-B' 7'-9' 6'-8' 7'-9' 6'-6' 11'-5" 6'-B' S'-10' 12'-3 110.0 11'-7' 6.-0" 7'-7' 5'-8" 9'-3' 7'-2' 8'-3' 5'-3" 11'-5' 5'-10' 12'-3 116.0 11'-1' 6'-1' 71-7' S'-9" 7'-9' 6'-9' 7'-9' 6'-7' I1'-5' 6'-9' S'-I1' 12'-3 116.0 11'-1' 6'-1' 47--7- 5'-9' 9'-3' 7'-2' 8'-3' 5'-4" 11'-5' 5'-11' 12'-3 1200. 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' 8'-1' S-9' 9'-3' Y-3' 1'-2' 5'-5' 11'-5' 6'-0' 12'-3 125.0 10'-2' 6'-2' 7'-7' 5'-10' T-10' 7'-0' 7'-10' 6'-9' 11'-5' 7-0' 6'-Y 12'-3 12&0 10'-2' 6'-2' 5'-10' 9'-3' T-4' 8'-3' B'-9" 11'-5' 6'-1' 12'-3 130.0 9'-10' 6'-3' T-7' 5-10' 7'-9' 7'-0' T-9' 6'-9' I1'-5' Y-0' 6'-1" 12'-3 130.0 B'-10' 6'-3' S'-10' 9'-3' 7'-C 8'-2' 6'-9' 11'-5' 6'-1' 12'-3 13&0 9'-5' 6'-4' 7'-7' 5'-11' 7'-10' 7'-2" 7'-10' 6'-10' 1/'-5' Y-2' C-2' 12'-3 1350 9'-5' 8'-4' 5'-11' 9'-3' T-5' 8'-3" 6'-10' 11'-5' 6'-2 12'-3 140.0 9'-1' 6'-4' T-T 6'-0` T-f0' T-3' T-10' 8'-11' f1'-5' T-3' 6'-3' - 12'-3 140.0 9-1. 6'-4' 6'-0' 9-3 7'-6' B-3' 6'-1:1' 1I'-5' 6'-3' 12-3 148.0 B'-10' 6'-5' T-8' 6'-O' 7-9' 7'-4' 7'-9' 6'-11' 11'-5' 7'-4' 6'-3' 12'-3 145A 8'-10' I.-5' 8'-0' 9-3 T-6 8-2 6-11 1I-6' 6'-3 12'-S 160.0 B'-8' 6'-6' Y-T 8'-Y T=9^ T-5' T-9' T-0' I16' Y-5' 6'-4' 12'-J 180.08'-6' B'-6 B'-1' 9'-3' T-T B-2' T-0 11-5 6-4 12'-3 165.0 8-3' e-8 T-7' 8'-2' 7'-9' T-8' T-9' T-1' 11'-5 T-6' 6'-5' 12'-3 163.0 8'-0' B'-8' 6'-2' 9-3' Y-8' B'-2' T-1' 11'-5' .6'-5' 12'-3 160.0 - 6-7' 7-6' 6'- 7'-9" 7-7 7-9 7'-2' 11'-5' 7'-7' 6-6 2'-3 100.0 B'-7' 7-6 6'-2' 9'-3' 7'-9' 8'-2' 7'-2' 11'-5' 6'-6' 12'-3 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. j MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ( END MULLION x= ,11 M_ 9`1 NTERIORsULLION \� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ` 'S" 4 '5:-�. •Z•j: rL4� ; 0 2017 11LTECO INC. a u til us DRANK III. N LC. MULLION SPACING:'IS" ` / RoWngaufferSystem 0e/24/17 R\ EXPERT SHUTTER: SERVICES INC. 'ATE is ���i'•� ��, TILUT TESTING'a ENGINEERING COMPANY N,,44 u/� �(, til 6151'Nr.X"sw m.wk vnmu w¢TTa.a avee 1626,S.W.SILTMORE STREET 17-244. �7��i96, 114E .fxspTE l!bco0ool�rnm„-'�' PORT ST.LUGS FL 34984 ORAYIBIG�. '��i wwf!/JlI/II FI. WALTER A0LLR79..P.E RIONL•(80C)7�9-9D]B.vA1F("'I 071'-a390 P.E..SFAL/SIGNATURE/DA7E FLORIDA Uc./-44167 0�,sm �i �� �� SHEET 24 6r 26 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(R1 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,s.f.1.&A 12'-0•MAX.MULLION SPACING(ft) DESIGN PRESSURE RATING W.S.F.).&A 12'-W MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(AT) MAX. A.SJ)OM EA. MA1 MUM ©4"x6'x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4'x7'x114'THICK(3/8'FLANGE)MULLION p�j MAXIM ©4'x6"x114-MULLION G7 4"x8"x1/4"MULLION G2 4'xTz1l4'THIGK DESIAIJON PRESSURE MULLIN RANGE)MULLION SI ACM RATM - 0_0' (�• ORIENTATION/1 ORIENTATION#2 T ORIENTATION 1 ORIENTATION./2 ORIENTATION 1 ORIEMARON/2 (_r•) (�v ORIENTATION 11 ORIEMAitON/2 ORIENTATION f ORIENTATION 2(Q ORIENTATION/2( )t (p af.) END INTERIOR ENO INTERIOR END INTERIOR ENO INTERIOR END END INTERIOR END INTERIOR ENO INTERIOR - ENO INTERIOR END INTERIOR END INTERIOR 30.0 12'-0" 1 V-7 111-6" 9-9 12'-6' 12'-6' 12'-6 10'-7' 12'-6" 12'-6' 11'-Y 12•-6' 30.0 12'-0' 9'-9' 11'-6' 9'-9 12'-6 I '-6' 12'-6' 10-7' I2'-6• 11•-3• 12'-6' 3&0 12'-0' 10'-7• 10'-11• 9'-2' 12'-8'- 17'-6'- 11'-1I• 10'-0' +2'-6' 12'-6' 10'-4' 12'-8' 35A 12'-0' 9'-2• 10'-11' 9'-2' 12'-8' 12'-6• 11'-11• 10'-0• 12'-60 10'-4' 12'-6' 40.0. 1Y-0' 9'-10• 10'-5' 8"-8' 12'-G• 11'-8' 11'-4' 9'-6• 12'-6' 11'-10• V-7• 12'-B' 40.0 12'-0' V-9' 101-5' W-9• 12'-e• 11'-8• 11•-4' 9'-1' 12'-6" 9'-7' 12'-6• 40.0' 12'-0' 9'-3' 101-1' 8'-4' 12'-5' .f0•-11' 10'-11' 9'-1• 12'-6• 11'-2' B'-O' 12'-6' 40.0 12'-0' B'-4' f0'-1' 8'-4' 1V-5' 10'-11• 10'-11' 9'-1' t2'-6' 9'-0' 12'-6• 50.0 12'-0' a'-9' 9'-a' 1'-1' 12'-0• 10'-4' 10'-7' 8'-9' 12'-6' 10'-7' B'-6' 12'-6' 540 .12'-0• B'-1' 9•-a• B'-1'_ 12'-0' 10'-4' 10•-7' 8'-9• I2'-6' I.-e' 12'-6' 55.0 12'-0' 8'-4' 9'-5• 7'-10' 11'-8' 9'-+0 10'-3' 8'-6' 12'-6' 1 8'-1' 12'-e' 55Ai 121-0' 7'-10' 9'-5' 7-10• +1'-a• 91-10' 10'-31 8'-6• 12'-6' 8'-1'. 12'-8• 00.0 12'-0' 8'-1' 9'-2' 7•-6' 11'-4' 97-5' 8'-11' B'-Y: 12'-6" _ 9'-T T-9• 12'-6' .SOA 12'-0' T-6' 9'-2' T-6' 11'-4' 9'-5' 9'-11' 8'-3' 12'-8• T-9' 12'-6' 55.0 121-0' 7'-8' 6'-1+' 7'-2• 11'-0' B•-1• V-8' 6'-0 12'-8• B'-3' 7'-6' 12'-e• 60.0 12'-0' 7-2' B'-11• 7'-2' 11'-0 9'-I• 9'-8' 8'-0' 12•-6• 7'-5' 12'-6• 70.0 12'-0' V-4• a'-a' V-11' 10'-9' 8�-9' 9'-5 Y-10• 12'-60 B'-11• 7•-2' 12'-6' TOA 12'-0• 6'-11• 8'-8' 8'-11' f0'-9' 8'-9' 2'-5' Y-10• 12'-8' 7'-Y t2'-6' 70.0 12'-0' 7'-1' B'-6' 6'-8• 10'-0 8'-5' 9'-3' Y-8' 12'-6' 8'-T 6'-tI' 12'-8• 75A 12'-0' 6'-8' 8'-6' 8'-8' 10'-6' 8'-5' B'-0' 7'-8' +2'-6' 6'-11' 12'-6' 00.0 12'-0' 5'-11' 8'-4• 6'-5' 10•-3' 8'-2' B'-0' T-5' 12'-6• W-4' B'-B' 12'-6• ao.0 lY-0• 6'-3' V-4' B'-5' 10'-]• 8'-2' B'-0' V-5' 12'-6' 6'-8' 12'-6" 50.0 12'-0' 8'-8' B'-2' 6'-3• 9'-9' 7'-11' a'-10• 7'-2' '-6• a'-1' B'-8' 1T'-6• OSA 12'-0• V• 3' V-2' S'-3' 10'-1' 7•-11' a'-10• 7'-2• 12'-8' 6'-e• 12'-6' 90.0 12'-0' 8'-6' B'-0• B'-1' 9'-2' 7'-8' 8'-8' 7'-0' 12'-5' 7'-10' 6'-4'_ 12'-6' 90.0 12' 9'-11' 7'-6• 9'-8• 7'-0' 12'-5' 6'-4' 12'-e' 90.0 12'-0• 6'-4' T-10' S'-11• e'-e 7'-5' W-6' 9'-10' 12'-1' T-5' e'-2' 12'-61 95.0 12'-0• W-11' 7'-10' 5'-11' 9'-8• 7-6' 6'-6' -3• 7'-0' S'-3, G'-8' 11'-9" 7'-0' e'-0' 12'-6' 1040 12'-0• 5'-9' 7'-a' 5'-9' 9'-7' 7'-4' 8'-5' S'-8' 11'-B' V 0&0 12'-0' -'6'-0' T-7' V-a' 7'-10' 6'-8• 7'-10• 69-6• 11'-6' 6'-8• 5'-10' 12'-4' 103.0 12'-0' S'-8• 7'-7' 0'-8' 9'-4' 7'-1' 5'-10' 1 •-4' SCHEDULE 2b' (LIMfTED LOAD MULLION SPACING&SPAN INSTALLATION) SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) WALL MOUNTED MAX SPAN(0)FOR END&INTERIOR MULLIONS FOR A GIVEN FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(11)FOR END&INTERIOR MULLIONS FORA A.S.D. ESIGN PRESSURE RATING(ps.t)AND FOR 12'0"(CASE Il&8'-0"(CASE III MAX. GIVEN A.S.D.DESIGN PRESSURE(p.s.f.),AND FOR 12'-0•(CASE 1)&8'-0•(CASES l9&IN MAX.MULLIONMULLION SPACING(ft) SPACING(R)• MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN (FT) t4>< MAX G 4'x6 x114'THICK G1 4'x8'x114'THICK G3 2 zTx1/4'THICK Asp, YAtDufAl G 4'x6'xI14'THICK Gt 4k8'x1/4'THICK G3 2'x7'x1l4'THICK WUUAICAMGII OE45TON MAXIMUM MUWON MULLION MULLION NSDLLM MULLION MULLION MULLION MULLION MULIQ4 PRESSURE 54AF3N0 A71(N 11 Q'dEMADDI 1 FIOAION 11 11 Of�I0AlI0N 1 :0(11 AD011 RMIQ SPACM Tax 11 OTE79A101 iD ITAICH 11 aI 71TAmN 11 ORD&TIIw 1 WFEVO If*WAAON 1 u r�rr� �) (�• (=Dt I)OT �)t �Dt (0)t (fit (0)t (ft) 6�t (0)t (fit fjit (0)t (fit (0)f MULLION END INTERIOR END INTERIOR INTERIOR END INTERIOR END INTERIOR END INTERIOR INTERIOR END INTERIOR 30.0 12'-D' 12'-6' 12'-6' 12-8'__ 12'-6' 1.1•-0•_ 30.0 12'-0' - f2'-6' 12'-6" 12'-6• 12'-6' - 11'-0" 30.0 12'-0' - 12'-9' 12'-6'- 11'-11' 72'-8-8' i 11=0• 35.0 12'-0' - 12'-fi' 12'-6' 11'-11' 12'-6' - 11'-0' 440 12'-0' - 12'-G' 11'-8' 11'-4' 12'-6' 40.0 12-0' 12'-fi' 1+'-B' 11'-4' 12-6' 11'-0' _ - _ it'-0• - - - 5? I 45A 12' 0' - 12'-5" 10'-N' 10'-1 f' 12'-G' - r 440 12' 0' 12' S• 10' 11' 10' 11' 12' 6' - 11' 0' ._ CARE 0 1 -0' 12'-0• 10'-4• 10'-7• 12'-6' 11'-0• CASE t _ _ - - INTERIOR 2 - 60.0 12' 0' - 12'-0' 10'-4' 10' 7' 12'-8• 11'-0' _ 'SSD 12'-0' 11'-8" 9'-10'- 10'-3• 12'-8' IV-0' Sao 12'-0' - 11'-e' s'-fo' 10'-3• 12'-s• - it'-D' - MULLION _ i` 9'-5" 9'-11' 12'-8' 6D.0 12'-0' - 11'-4' 9'-5' 9'-11• 12'-6' it'-0• 608 _ g'-4' 9'-11' t - -3' - 2' 60.a 12'-0• - if'-3• 9'-4' 9'-11' 12'-6' - I1'-0• �` 340 G'-0' 12'-6' 12'-G' 12'-6' 12'-6' 11'-O' 340 8'-0'' - 9'-0' V-0• V-0• 9'-0 V-0' 30.0 B'-0' 12'-6' 12'-G' 1Y-6' 1Y-6' - 11'-0' L-'S' ` -•S' - 0.10 a-0' - 9'-0' 9'-0' '9'-0' 9'-0' - 9'-0• IL40.0 8'-0• - 9'-0' 9'-0• - 9'-0' 9'-0" - 9'-0• 4ao a•-0• - 12'-6• 12'-60 12'-6 12-B' - ,+-D• MULLION SPACING:"S11 4&0 a'-o• B'-0' 9'-0' 9'-o• 9'-0' - 9'-0• G,E4 46.0 V-0' - 12'-6' 12'-8• 12'-6' 12'-6' - 11'-0• 50.0 8'-0' - 9'-0' 9'-0• 9'-0' 9'-0' - 9'-0' 50.0 B'-0• - 12'-0' 12'-8' 12',_1• 12'-6• - 11'-0• 56.0 G'-0' 9'-0 9'-0' 9'-0' 9'-0 9'-0' 38.0 8,-0" - 12'-6' 12'-6' 1 t'-a• 12_-6'=�`_ +1'-0 •MAXIMUM MULLION SPACING SHALL BE SUCH OOA 8'-o' - 9'-0' 9'-0- B'-0• 9'-D' 60.0 8'-0• - 12'-2' 12'-2• i t'-4_ 12=2' - 1.1'-0' �W DAO. 8'-o' - 8'-0' 9'-0• 9'-0' 9'-0• - B'-0• a" 8'-0• - 12'0' 12--o- 11=e 1 - 11'- THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 30.0 a•-0• 9-0 9'-0' 9'-0" 9'70' V-0- DESIGN LOAD SHALL NOT BE EXCEEDED. 70A e•-0' - B'-p' B'-0' s'-D' 9'-D• s'-o' 350 8'-0• - s'-0' 9•-0• 9'-0 9'-0• - 9'-0' 70.0 8'-0' _ 9'-0•. 9'-0' 9'-0• 9'-0' _ 9'-0• 4a.D e'-o' B'-o' 9'-0' 9'-0' 9'-0' s'p' f MULLION ORIENTATION 1S AS SEEN FROM THE bao e'-0 9'-O' 9'-0' 9'-0' 9'-0' 9'-0• 40.0 6'-0' - e'-0• 9'-0' 9'-0' 9'-0' - 9'-o• OUTSIDE(EXTERIOR)OFER N�T. �? 6'-0' = 9•-O' 9'-0' 9'-0' 9'-0' _ s'-D' 60.0 8'-O' - 9'-0• 9'-0• 9'-0' 9'-D' - ' ' ""I 1 L - 9'-0' 1' R� �• w.0 6'-D' 9'-0' 9'-O' 9'-0' 8'-0• 9'-0 6A0 8'-0• - 9'-0' 9'-0• 9'-0' 9'-0' - 9•-0' 41 •mss,A ,� _ _ A i.fL ..y 100A 8•-O• 9•_0• •-0• 9•_0• B•_0• 9,-0- CAM R 00.0 8-0 9-0• 9-0' 9-0' 9-0' - e-0' •v <•• 1• 6&0 W-0' - 9'-0_,,,, 91-W V-0' 9'-0' - 9'-0' v �'1•� FLORIDA BUILDING CODE (Non High Velocity B:urricone Zone) 70.0 8'-0' - 9'-0_ V-0, 9'-0" 9'-0• 9'-0' ; .v e 740 -8'-0• 9'-0' 9-0' 9'-0` B'-0• - 9'-0• .9. 02017 11UEC0 INC. Nautilus CMNN OL WD B'-0' - V-0' 9 0' 8'-9'• V-0' - 9'-O• 'A i jY a-9'• e•-3•• 9'-0" - 9'-0• �'r; "A RoInagShnHerSyatom D5j24/17 94D B•-0• _ 9'-0• W-2'• 7--l'• 9'-0• _ 9'-0- �. FL E C O rN�. DATE 05A 8'-0• - 9•-0• r-a• r-a• B•-o• - 9•-0• ? S 8(, /A4 TAUT TEBTING a:ENGINECRMG coMrArry EXPERT SHUTTER SERVICES INC. 100A 1'-0' - 9'-0' 7'-3'• 7'-0'• B'-0• - 9'-0' I �.. 1 4L15 vv.1".s1.w.1",vAG•a viroGt 0.1]:" 1626 S.W.81L'RIDRE STREET 17-244 'NOTE)USE T-O"IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, A� ` II 11 � n tQ-0.0�-� tyt PORE ST.WCIE.FL.34984 � bTi, t WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 O SHEET 10A -�-.. d ®_0006718 ReoxE:(am)7.®-vDs4•E rm7 e71-os6o WALTER A nluT",P.E. P.E. SEAL/SIGNATURE/DATE RTA Lic../N167 stica 25 OF 26 SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P S F) & AND T-0"MAX.MULLION SPACING SPACING(ft)' (FT)" MAXIMUM MULLION SPAN(FQ MAX MAXIMUM MULLION SPAN(Fr) Wx � NUUM pREEsu uMUMULIJON ©4"x6"x1/4"MULLION G1 4 k8"x114"MULLION G2 4kTx114'THICK(3f8'FLANGE)MULLION ©4'k8"x114"MULLION G7 4'k8'k1/4"MULLION G2 Fk�T+ MULLION RATNW SPACM RAT610 SPAC610 00* ORIENTATION#1 t#Tj ORIENTATION 2 OMENTAT10N 1 ORIENTATION S2 ORIENTATION 1 ORIENTATION n ('E') (� ORIENTATION}7 -ORIENTATION ORIENTATION 1' ORIENTATION�2. Q) ORIENTATION/2 ) END INTERIOR END INTERIOR. END INTERIOR END .INTERIOR END END INTEf6GR END .INTERIOR END INTERIOR END INTERIOR END INTERIOR - END 1t1TER10R 30.0 7'-0' 12'-6' 12'-6' 12'-e' IT-61 12'-8" 12'-6' 12'-6" 121-6' 12'-6' 12o-G" 12'-6' T-0' 12'-8' 12'-6" tY-6' 12'-6' 12'-6' 12'-8' 30.0 7'-0' 12'-0' 12'-fi' 12'-6' 12'-8' 12'-8' 12'-6" 12'-6' 12'-6" 17-6' 12'-8' 12'-8' 7'-0' 12'-6' 12'-6' 12'-6" 12'-8' 12'-6' 12'-6' 12'-6` 12'-6' 12'-6' ,_72'-6' 40.0 7'-0' 12'-8' 12'-8' 17-6' 12'-0' 12'-B' 12'-0' 12'-8' 12'-0' 12'-8' 12'-8' 12'-6' 7'-O' 12'-0' 12'-8' 12'-6" 12'-8' 17-B' 12'-0' 12'-0' 12'-6' 40.0 T-0' 12'-8' 12'-0' 12'-6' 12'-6' 12'-8' 12'-e' 12'-6' 12'-0' 12'-8" 12'-6' 17-6' X0.0-_ T-0' 12'-8' 12'-0' 12'-8' 42'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-8' 12'-6' 00.0 7'-0' 12'-6' 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-8' 12'-8 12'-0' 12'-6" T-O• 12'-8' 11'-7' 12'-6' 12'-B' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6' 11&0 76-0" 12'-6' 11'-3' 12'-6' 12'-8' 12'-8' 12'-3' 12'-0' 12'-6' 12'-6' 12'-8 12'-e' T-0' 12'-0' 11'-S'' 12'-B' 12'-0' 12'-8' 12'-3' 12'-6' 12'-6' 12'-B' 12'-6' 60.0 7'-0' 12'-6' 10'-11' 12'-6' 12'-6' 12'-6'_ 11'-11' 12'-6' 12'-6' W-6" 12'-6' 12'-8" 60 T-0'- 12'-8' 10'-11' -12'-8'' 12'-0* 42'-6" 11-11 12'-8" W-6' 121-6* 12'-6' 66A 7'-0' 12'-8' 10'-8' l2'-1' 12'-6' t2'-6' 11'-T 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 7'-0' 12'-6' -10'-8' 12'-1' 12'-8' 12'-6' 11'-7° 12'-6' 12'-6' 12'-6• 17-6' 70.0 7'-0' 12'-6' 10'-5' 11'-6' 12'-6" 12'-6' 11'-3" 12'-6" 17-8' 12'-6' 12'-6' 12'-6' 7'-0' 12'-8" 10'-5' '1 t'-6' 12'-6' 12'-6" 11'-3• 12'-6' 12'-6' 12'-6' 12'-6' 70.0 7'-0' 12'-1' 10'-2' f0'-11' 12'-6' 12'-8• 11'-O` - I1'-11' 12'-8' 12'-8" 12'-6` 12'-6'' 7'-0' 12'-1' 10'-2' 10'-11' 12'-8' 12'-6' 11'-0' 11'-11' 42'-B' 60.0 T-0' it'-6' 9'-11' 10'-8' 12'-4' 12'-8" f0'-10' 11'-5' 12'-6' 17-8` 91'-11' 12'-6" T-0' 11'-6' 9'-ii' f0'-6' 72'-4' 12'-6" 70'-10' 11'-5" 00.0 7'-0' 11'-0' 9'-9' 10'-2" 12'-1' 12'-6' 1D'-7' 11'-0' 12'-6' 12'-6' 11'-4' 12'-6' T-0` 11'-0' 9'-9' 10'-2' 12'-1' 12'-8' 10'-7' 11'-0' 12'-6' 17'-4' 12'-6' 904 7'-O" 10'-7' 9'-7' 9'-10' 11'-10' 12'-5' 10'-5' 10'-0' 12'-6' 12'-2' 10'-10' 12'-8' 7'-0' 10'-7' 9'-7' 9'-10' 11'-10' 12'-5' to'-5' 10'-8' 12'-8' 10'-10' 95A 7'-0' 10'-2' 9'-5' 9'-8' 11'-7' 11'-11' 10'-2' 10'-4' 12'-6' 11'-9' 10'-S' 12'-6' 7'-0' 10'-2` 9'-5' 9'-6' 11'-7' 11'-11' 10'-2' 10'-4' 12'-6• 10'-5' 12'-6' 100.0 T-O' 9'-10' 9'-3' 9'-3' 11'-5' 11'-8' 10'-0' 10'-1' 12'-8' 11'-5' 10'-1' 12'-8' T-0' 9'-10'. '-3' B'-J' 11'-S' f1'-6" 10'-0' 10'-1' f2'-b' 10'-1' 12'-6' 101.0 T-0' 9'-8" 9'-1' 9'-1' 17'-S' 19'-2' 9'-10' 9'-10" 12'-6' _—11'-1' 9'-8' 12'-B' - T-0' 9'-6' 9'-1' 9'-I' 11'-3' 11'-2` 9'-10" _9'-10' 12'-6'- 110.0 7'-0' 9'-3' 8'-11' 8'-f0' 11'-1' 10'-10' 9'-9' 9'-T 12'-8' f0'-9' 9'-6' 12'-6' 7'-0' 9'-3' 8'-I1' -.8'-10' 11'-1' 10-f0' 9'-9' 9'-7' 17-6' 116.0 - 7'-0' 9'-0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5' 12'-B' f0'-5' 9'-1' 12'-6' 1 7'-0' 9'-0' 8'-10' 8'-7' 10'-11. 10'-7'. 9'-J' 120.0 T-0' 8'-9' B'-8' 8'-5' 10'-9' 10'-J' 9'-5' 9'-3' 12'-8' 10'-2' 9-70' 12'-8" 120A T-0' B'-9' B. 8'-5' 10'-9' 10'-3' 9'-5" 9'-3` 12'-6' 9'-10' 12'-6' 120.0 7'-0" 8'-6' 6'-7' 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' 9'-11' e'-7' 12'-6' 7'-D' 8'-8' 8'-7' 8'-2' 10'-T 10'-0' 9'-4' 9'-1' 12'-6' 130.0 7'-0' 8'-4' 8'-5' B'-0' 10'-6' 9'-9' 9'-2' 8'-t1' 12'-8' 0'-9' 8'-5' 72'-8' 7'-0' B'-4' 8'-5' 8'-0' 10'-6' 9'-9' 9'-2' 8'-11' 12'-6' e'-5' 12'-6' W1,3-&07 B-2B-4Y-9' 10'-4' B'-7' 9'-1' 8'-9' 12'-6' 9'-6' 8'-2' 12•-8' 7'-0' B'-2' 8-47'-9' 10•-4• 9'-7' 9'-16-912•_6•8'-0' B'-J' Y-7' 10'-1' 9'-4' 9'-0' 8'-7' 12'-6' 9'-4' 8'-0' 12'-6• 7'-0" 8'-0' 8'-3' 7'-7' f0'-S' 9'-4" 9'-0' 8'-7' 12'-6' 8'-0' 12'-B'7'-10' 8'-2' Y-59-99-2B'-f0" 8'-8' 12'-B' 9'-2" 7'-10' 12'-8' '-8' 12'-8" T-10' 17-8'Y-6• 8'-1' T-4' 9'-5' 9'-0' 8'-9' 8'-4" 12'-8' 8'-11" T-8• 12'-6' T-0' T-6' B'-1' T-4' 10'-0' 9'-0' 8'-9' B'-412-67'-8' 12'-6' T-6' 8'-0' 7'-2' 9'-2" 8'-10' 8'-8' 8'-3• 12' S' 0'-9' T-6' l2'-6' ' 'Y-<' T-11' T-' 8'-10' 8'-8' e'-T 8'-1' /2'-2' e'-8' T-5' 12'-6' 100.0 T-0" 7'-' 7'-11' 7'-0' 9'-9' 8'-8' 8'-7' 0'-1' 12'-2' T-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. t -END MULLION 0 INTERIOR .. .a. ,,. I.............. I MULLION �,�;�' ' ��_••• 1 I ,111; rf'� •� '� FLORIDA BUILDING �'CODE 7(Non High Velocity Hurricane Zone) 0 2017 TILTECO INC. i��i K jlifuS oRAtm 6r. MULLION SPACING:"S1. i 3t Rolling SLeKnr Sp�Te2T1 08/24/17 LL E C O�N�. DATE 1 EXPERT SHUTTER SERVICES INC. a EE TESTING d CNGINRIND COWAN avY sem:wvsieTts"-1�'. (smH7i-tai v,sa 1626 ORT ST..LUM IL.BILTUORE 3 98 17-244 0•.A•C� 1 1 e-m"v:Ial�0000LaPm PHML-(800)7.9-voce.rA%:Tn2)eli-0m oRAwINO lI" - NAL 7•• 111 L EB-0006719 m��y, yn y 7 14� WALTER A TILLIT Jr..P.E. SNEET 260r 26 P.E. SEAL/S16VA�l E/DATE FLORID, LM./44107