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Home My WebLink AboutProduct Approval RECEIV7D APP 2 :7 2017 Susiness m � sir & Frofessional-Regulation BCIS Home . Log In User Registration- I' Hot Topics Submit Surcharge 1..Stats&Facts Publications I FBt.Staff BCIS Site Map Links.f Search Florida: Product Approval . --- USER:Public User - i Product Approval Menu>Product or Application Search>Application List_>Application Detail FL# FL12246-R3 Application Type Revision ��ACIVY L Code'Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore.St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com - Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore,St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters. Subcategory Roll-up Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D. 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. (� Validation Checklist-Hardcopy Received Certificate of.Independence FL12246 R3 COI EXPERT SHUTTER SERVICES,INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.1)df Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996, E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted. 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06%28/2015 Date Approved 08/18/2015 Summary of Products FL# Model,.Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R3 II EXPERT SHUTTER SERVICES, Approved for use outside HVHZ:Yes INC. NAUTILUS ROLLING SHUTTER SYSTEM DRWG. 15- Impact Resistant:Yes 071.Ddf Design Pressure:+160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30;-30 p.s.f.at Evaluation Reports 20'-0 span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.Ddf Created by Independent Third Party: Yes Back Next ' 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 b'y 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: Credit.Card Safe �w GENERAL KIM: 8.ANCHORS S-IALL BE!NSTALLEO FOLLOWING ~RECOMMENDATIONS AND S-ECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT .E,D.) HAS BEEN 9. ANCHORS REQUIRED FOR -STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. I VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 {5th EDITION)OF THE FLO IDA BUILDING CODE, NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DARE -3/8*exi 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. /BROWARO COUNTIES). -1/4"0x3/4ft SOLID-SET MANUFACTURED BY ALL POINT, INC. -3/8-0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&2D THRU 26. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,15 IN ORDER TO ANCHOR SPACING a 100% EDGE DISTANCE 0 1007 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (kS.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, 13//4"Ox83/4"SOLID-SET 3' 3" 7/8" (3000 psi) NOT ALLOWED -0 KWIK SOLT TZ 9' 4 A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS. FASTENERS 2 I/Z" (3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2011 5/16"0 TAPCON XL 3 3/4- 3 1/8- 2 1/4" (2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEOUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 0. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS IC. ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH I FLORIDA. REPORT Ill 1030.01-08 AS PER ASTM E 1995-05, E 1886-05 AND E 330 STANDARDS, QUALIFYING IDA, 11, 1 IA. 12. 124, 13& 13A. INSTALLATIONS FOR WIND ZONES 1..2. 3 & 4. MISSILE TYPE 0 AND ONLY APPUCABLE TO BASIC PROTECTION INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.7.1. 6.2,1.2 AND 8,3 OF ASTM E 1996 SEE SHEETS 19 & 20 -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3, ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE As INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCREW @)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT @ 100% 50018.ALL S.O.S. ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY W/ FLORIDA BUILDINGGROUT FILLED OR CODE SECTION 2411.3.3.4. . ANCHOR SPACING 0 1007. EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4-0 KWIK BOLT TZ 27' 9. 4 3/4' (3000 psi) . NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2-0 KWIK BOLT TZ 22 1/2" 7 1/2- 3 1/4- (3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8-0 KWIK BOLT TZ 6' 4 3/8- 2-(3000 PSI) NOT ALLOWED 38-0 HUS-H SCR4' 5" 2- (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6.095,225 AND #7,409,980. 3//5-0 WEDGE-BOLT 4 1/2- 4 1/2' 2 1/2-(3000 PS) NOT ALLOWED 7. ANCHORS TO WALL FOROD SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUS-H SCREW OR WEDGE 809 6' 6' 3- (3000 PSI) NOT ALLOWED 5/8-0 HUS-H SOO OR WEDGE BOLT 7 1/2- 7 1/2' 2 1/2-(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 p...i. COMPRESSIVE STRENGTH. 11, THE INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8-0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4-FOR 5/16.0 TAPCON XL ANCHORS & 2 1/2-FOR .3/8-0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE(E,D,) INTO POURED CONCRETE SHALL BE: 4-FOR 5/16-0 TAPCON XL ANCHORS& 5-FOR 3/8-0 KWIK BOLT 3 ANCHORS, EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH 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 TO 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 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY'AT SITE IS THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 13,11) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 jd4', 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 NO E - STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16-0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36). DOUGLAS-FIR-SOUTH (G=0.46) OR G SHALL ONLY IN THE STATE USED TO TE Or FLORIDA SOUTHERN PINE #2 W/G = 0.55 MIN. 6,".. - I I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16% TAPCON XL ANCHORS,AS MANUFACTURED By nrw euiLrjEx, INC. C 2015 TIOECO INC. BY: CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSICAL (tNcutilus F.R.L THREADED PENETRATION, i• ND,. Rolling Shutter System ./-a/I NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. DATE z /V E C C.2) MINIMUM EDGE DISTANCE E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE 15 MLI TESTING& E EXPERT SHUTTER SERVICES INC. - BEYOND ANY FINISH MATEk •• was 1E26 S.W.BIL71,10RE STREET 15-071 IAL. FORT ST.LUCIE,FL. 34984 DPAWING Na C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON • (800)70-9016,Fes:(?12)871-099 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND WAIJER k TILUT P.C. SUCH PANELS, R FLORIGA Lk.1 441 e-, I OF 26 #8 #10 #1 #2 #3 #4 N5 :#6- - #7 #9 .`�—DErw o• °..� �,. :]tits` . -- lllllluII R^ '"-a2+wt:2A9 RFAc $� °a1= .667'• 4_ -.512•- 57c- _ __ -- _T- .(TYP.: C.""^` .P''�•l P'_ N�-uI lIlI11L�; .% "111TIfi111t�>,tS11�11�1�t),&6ETAIMESS$)EP_WFS�E; 49,•- _-:f5-t-_ ` °+,DETAIL A "�-'• }TRUSS HEADTd053%LO&ETK9E,iL 417!I S;afl•.**! A121S,6IHEXHEAC ASTH4EA0471A.iT p.• _G P.t 997 P2.140` RT.29E- �R2.39?• .R2°fie-- R2.E94• - �?. "�-' OPTION#11MONOLITHIQ OPTION#20, ASHERI SCREWSPEC$ 410iSTAINLESS STEELSCREW n n (TYP.) COATED4M7HACSILVER DETAIL C .°?•6 •tom CHROMED-FREE ANTWORROSION a 070' COATING SYSTEM,ASMANUFACTURED n p .. 14b10• a _ BY SUN BELT COATNN;.LLC • -se6' '`-. :. _ •. 1- _ - tit 4�e .._. ._ Fy=191.4 W(l'E]DSTRENGN L_ .. , °� I Flu=196.8 WRENSRE STREI "'_ °°2J' 9'-t]` o 654' -c79"- ' :._ ,:. .I .__'DELB ^ -.7ox- ..729_._ '-1St-- ;...bl.w _- (TIP.) Al STARTER SLAT --x07`- OA SLATS -'.9Gr— :" T.."'.. a 6063-76ALUMINUMALLOY 7AE 112 tt1'ALLOY Fr-3t.S E°i IRunj DETAIL:B SCALE frz"=r _605 BASE SLAT SCALE i!I=: T6 ALUMINUM ALLOY 6CFLE 117=1- g - ' 200` 625'- .20G" -....... .. J.BJt--... ACETALBIJS r,125 -. • _—. 'm ;.-.___.....___..:.. .-E.OGY.....__»._. .__....__ ..'—...._.___ __.,.._ _.. (USE W S /OPTIO01�AN 021 tt .154• 125' 1000" Y w +,54•. 125• .1 (rre) �wf BUSHING SPED6 r -tI n g .2Y.' _ TENSILE MODU8:377%sl TENULSILE STRESSAT YIELD,5.135 tsi E2 BUILD-OUT TUBE FLID(RiALMODLLUS:58DW 125' t290- -----2.126`--- -- [ZOO NOTCHED IMPACT:6.5 k.IW 6063-T6 A4UMINUM ALLOY q azo N SCALE Vr 1 ©_RETAINING SYSTEM SCREW+BUSHING --T26a•-- _. ._..___ SCALE iR-=r * E i BUILD-OUT TUBE E1 BUILD-OUT TUBE `D SIDE RAIL 6066063.76 ALUMINUM ALLOY 176 ALUMINUM ALLOY f 25' 606146ALUMiNUM ALLOY SCA4E.N7.y SCALE v1'=t g (1YA.) SCALE12•=t' *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM F--"'--"""'--"-----"--e.Gao'- '--- --'•--- 0.050•CLEARANCE BETWEEN SCREW HEAD AND - - -� " 2ODO- --- CAVITY WALL AT NON HURRICANE POSITIONS. „two za o- __.ry E3 BUILD-OUT TUBE 6063-i6 ALUMINUM ALLOY SCALE la,-I leo OH 114"0x314°ITW/BUILDEX TEK SCREW .250" CARBONSTEEL SCALE I/4"=1' $ 250' (NP.) 01 5116.0 ITW/BUILDEX TAPCON XL ANCHOR CARBON STEEL SCALE la_ . r n CIO--— ---= Q STORM BAR —" J 316'0 HLTI INC.KWIK BOLT 3 ANCHOR 6a61.T6ALUMINUM ALLOY G 4x6 MULLION 4x8 MULLION 4x7 MULLION CARBON STEEL SCALE IQ'-I' OF 6066346 ALUMINUMJALLLOY � 606/-T6 ALUMINUM ALLOY � 6061.76 ALUMINUM ALLOY 6°61-56rr,�EWAF Ni'•dI'L`Y��itttt,PttT�L[��tfAi�� SCALE Tre•-t FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) SCALE 12'=V SCALE M I' SCALE 3!6-=1' ... . N SS C 2015 T:LTECO INC DRAWN Br: Nautilus F.R.L /� Rolling Shutter System G;iM67,5 T E' der O IMC. Z PATE �•„�.: •=,.`? _- .�^ �4C ZTI LLIT TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. r S-tAbF •:�z c]ss .w.Jein f.s..w5.YaOWu.w+b6Ns,n.]]I cc 1626 S.W.BILTMORE'STREET 1 c_071 «,*'(ios)e71-tua .pvs)9Tt-t5]' PORT ST.LUCIE,FL.34984 COMPONENTS F ,pP a-mb I:tiitecbObbl ccm PRONE:(900)749-9056,FAX:(772)671-0990 DRAWING Nb ., Boa EB-D006715ua WALTER A TILLkT Jr.P.E. PLEA in �2LT" E FLORIDA Uc.#44167 tc H-t.x VIW,s ' SHEET 2 OF 26 i 14 � 14 13 22 74 5 21 I 12 0G � o� 4 - • �� 23 - - > O I � 16 15 1 SIDEIEND CAP I 1B 'g 2 HOUSING(BACK&TOP).040 THICK .® 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY -4 6 60 MM OCTAGONAL AXLE '�. 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 ® 11 ALUMINUM BASE SLAT d ® 12 TUBULAR MOTOR =� 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS d .10cp 15 HOUSING(BACK&TOP)FASTENERS 7 g 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS d 18 END RETENTION ASSEMBLY d• 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE ® ® 22 GEAR-PLASTIC OR ZAMAC CASING 23 . UNIVERSAL VVITH DRIVE SHAFT ® =® 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS 10 t 0 11111 1 1 11 1111 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) „ L 2015 TILTECO INC. DRAWN B'I: 11 ;��P`:•• �cEnls•• � �-. Nautilus F.R.L. �'�• -_�— --.��._ Rolling Shutter System D4/10/15 1L E C Q 1Xc. DATE TICCIT TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �./ "� •*_ ow.]su s 1.sm,uucm.<w+ccns.n.]]+as 1626 S.W. BILTMORE STREET ..,.:p9sjeil-u]a. ..:(m)m+_,ml 15-071 moi:Elteco®aol.com FORT ST.LUCK.,FL.34984 'a••. STATE OF .•2 e PNONE:(900)749-9055,F—(772)671-0990 DRAWING No EB-0006)19 _ 1 WALTER A.TILLM Jr P.E. ••S �'1 N, FLOfi1CA L%c. «+67 - yi<ns m SNEET 3 Or 2E �i• •AI AI' ..� aox �Y/s & Y/7 �/9 OKY/aox MREEP. 6 & Y/7- K �Y -END CAP END CAP— r 1 — END CAP END CAP—' ' Burs -..#I 9� SLATS SLATS 82 SLATS s3 SLATS 3 SLATS B4 SLATS SLA-------------- TS = 5 i n #5 SLATS cv SLATS �' 0/8 SLLATS 0/8 0 0/8 Scars 0/8 ' / O'/8 0 u, 0'/8 O'/8 SLATS #7 cN -SLATS . 1 - NB S J� SLATS B _.—-=�'� � SLATS p . (Typ. Eo. END) '-(Typ. Eo. END) �B _ - stars SL soars I MD.) (TP.) -------------------------------------- -SLATS 10 SLATS SLA f i SLATS %i i / STORM BAR SPACING _j !/!,i/'//�: (SEE SHEET 22) ---- © ' ,�Y/6 & Y/7 O� �V/9 ------ V/9 ;�Y/6 & Y/7 Mo..SLAT SPAN ' (SEE SCHEDULES ON SHEETS 75&20) MOa.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *, ** -- -- (SEE SCHEDULES ON SHEET ts)---- ---------— NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. TYPICAL SINGLE UNIT ELEVATION All STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN.A SHUTTER HEIGHT• N.T.S. * CASE 1; SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/ STORM BARS OR W/STORM BARS & MULLIONS W/ HEIGHTS UP TO 1 1'-0". (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY Q2, #3, .... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW R1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT LS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT JUST BE ALWAYS INSTALLED. *# CASE 2: SHUTTER HEIGHT LARGER T4AN 11'-0'APPLICABLE TO INSTALLATIONS W/C STORI! ILLIIIIII FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0". e / /'`� fT�� \\\\\\��T♦ •• C��j�'' C 2015 TILTECO INC. N V U l I I U S DRAWN BY: (a) CURTAIN SHALL START W/ �1 SLATS AT TOP, FOLLOWED BY(i2, #3• ..... THEREAF'.ER• A.LL \�•,•'"� F.R.L _ THE WAY DOWN. EACH SLAT b SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT ��\Vp; CE„1� - :5� Rolling Shutter System 04/70/15 NUMBER. PROCEDURE FOP.ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE _ �-'� IL ECO INC, DATE CONTINUED UNTIL#10 SLAT IS INSTALLED. AFTER, #10 SLAT is INSTALLED, ADDITIONAL fj10 O TICCIT TESTING rk ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER NEIGH'. _ �" l;--�' .1626 S.W.BILTMORE STREET 15-071 1. •G•, J ]]]]AM.]6.R 54]N.]m.WiGWM Gu.0e:5.fi.]]:4[ l�:• f • _� FMn.:(]m)ell-IS]0.Fa.:f]m181f-IS]t moil:Nlteco®o0l.cam PORT ST.LUCIE•FL.34964 DRAWING No (b) BOTTOM SLAT B MUST BE ALWAYS INSTALLED. °- (00) 49-9056,FAX:(7T2 8]1-09 o'• STATE OF PHONE: 8790 _ E9-OD06719 ) �-----:SAA=- WALTER 4 TICCIT Jr.P.E. out F�CRIDA Lie. 4416] rytNASca, .\c E - V.oA. SNEET 4 Di 2E Mex.MULLION SPACK,' W-1/10 OR W-2/11 OR 6'�or (G3 or a.' SEE SCHEDULE -Qujor QCi, or a- lvw-3/12 OR W-4/13 RF 014 SHEETS 24.2 & rtl -AR ' "' w-1/10 OR W-2/11 Or, Max.STORM BAR SPACING Mo.,MULLION SPACIN- V/9 (TYP.) rr"4\ .7- W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHEET 22) (SEE SCHEDULE or or ON SHEETS 24, 25 & 26) .6 0y, END CAP END CAPL—Ii. SLATS S SLATS #2 #2 #2 LATS SLATSSLATS P Bim/ r"o -p/8- #4 #4 SLATS SLATS #5 S SLAT SLATS 3-- ;tF-7 0 t; 5 r, — Z :2 to # If 6 QZ8 :2 0/8 _0/8 SLATS Q/8 SLATSO z 7 2z 7 CA SLATS A SLATS 5' -T R/8.-�- !�R/8- R/B- 78=- w X=) �� -=R (Typ.) 0 (Typ.) ;! - �I W 0 = or or or or U 0 1 R -R'/8 SLATS =4#8 , - - R'/87- SLATS R/8 or (Typ. ED, END) (Typ. Ea. END) R'/8 -------- pq swz 3wz -R/8- R/8 SLATS R/8 SLATS ?r or 1. #10 '/8 R-/ I K-/Ij R 8- R #10 SLATS SLATS I/X !w-1/10 OR W-2/11 OR: UmAx. STORM BAR SPACING---- !w-i f 10 OR W-2/11 OR;B (SEE SHEET 22) 4-3/12 OR W-4/13 Y-3/12 OR W-4/13 (Typ-) (TYPO Max. SLAT SPAN I Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & W/O STORM BARS Wj MULLION & )V STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N.T.S. N.T.5 PROCEDURE FOR SLAT. INSTALLATI SHUTTER HEIGHT: CASE 1. SHUTTER HEIGHT EQUAL OR LESS THAN APPLICABLE TO INSTALLATIONS W/O STORM BARS, W1 STORM BARS OR W1 STORM BARS & MULLIONS W/ HEIGHTS UP TO 11'-0-- (a)CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY #2, 83, ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT Is COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH SHUTTER'S HEIGHT. x0ji 1H1## (t) BOTTOM SLAT @MUST BE ALWAYS INSTALLED'. ' "o"�'�V`P'I-Nil.%, C 2015 TILTECO INC. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) "K * Nqu tilus r.R.L AWN 6Y: CASE:.2 SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ MULLIONS W/HEIGHTS LARGER THAN 11'-0'. Rolling Shutter System 04/10/1!i 11LIEC O INC. DATE (o)CURTAIN SHALL START W1 #1 SLATS AT TOP,FOLLOWED BY #2,#3, THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC- DOWN. EACH SLAT 11 SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT rUMBER PROCEDURE FOR 711 u, wtGMw iL 0.116E 1626 S.W.SILTMORE STREET 15-071 ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT 15 INSTALLED.AFTER STt76F FORT ST.LUPE,R.34984 DRAWING No x'10 S:AT FM:(712)87-990 % • 17 7.9-905. 15 INSTALLED.ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER ES-0006719 HEIGHT. "t 0 R I WALTER A TIUJT J,P.E. SHEET 5 Or 2f FLORIDA LI,#44157 (t) BOTTOM SLAT @ MUST BE ALWAYS INSTALLED. POURED,5!16-0 7APCO.NS XL W/ _5116-C TAPCONS XL W/ 2 1/4" Min. 1".1"x1/8' CR 2'W-1/6' 1/4"0 CONCRETE EVaEOVENT& l"OD..O,Gcrj' GALT ALUM,NLIM TUBE 0,,"ITW BUILDEX TEK SCREWS 2 1/4"Min EMBEDMENT REO*O STEEL WASHER 24' o.c. W/•1"0.0x0.060"GALVANIZED STEEL & 1"OZ.0.060"GALV. 5/16"m TAPCONS XL W/ WASHER 9 24" C.c. STEEL WASHER 24'c- 2 /4'Min. EMBEDMENT L7' C 24" ..c. c POURED CONCRETE POURED CONCRETECONCRETE BLOCK OR GROUT FILLED OR GROUT FILLED-- CONCRETE BLOCK WALL REQUIRED. WALL REOUIRED. % % i. EDGE EDGE OF OPENING OPENING M i.__...0M 77, EXIST114CEXISTiNG EXISTING CLASS GLASS- (BEYOND) GLASS (BEYOND) (BEYOND) SEE ANCHOR SEE ANCHORSHEETS 16, 17 SCHEDULES ON SCHEDULES ON SEE ANCHOR SCHEDULES 0 & is SHEETS 16, 17 & 18 z 0 SHEETS 16, 17 z 0 1. 142j 18 X Min. SEPARATION SEPARATION Mi.. SEPARATION Min. TO CLASS TO CLASS TO GLASS DMIOR IDMIOR (SEE SCHEDULES. (SEE SCHEDULES, (SEE SCHEDULES, DMOR ON SHEET 15) ON SHEET 15) ON SHEET 15) -rD) OR 0/8 0/80/8 /8 0/8 0/8 P E POURED CONCRETE C P D CONCRETE h U ROUT FILLED OR GROUT FILLED,.. OR C POURED CONCRETE CONCRETE BLOCK 1- CONCRETE BLOCK R ROUT FILLED—-, WALL KLUVIRLU. WALL REOUIRED OG CONCRETE BLOCK WALL RECLINED. EDGE O EDGE OF OPENING OPENINGE_, /0� B) -4 2 1/16 __2 2 1/16" • �Lj. MIN, E.D E. 0 062".CONT. MIN D 0--1 1/2"xI 1/2"xO.062"xCON7. ALUM. ALUM. %OLE 16.0 X ANGLE W/ 5/16-0 TAPCONS XL W/ POURED CONCRETE 5/16'0 TAPCONS XL W/-- / TAPCONS L W 2 1/4'Min EMBEDMENT, G 24" ox 1 4" Min. EMBED E T (('c-3 k.i Min.) REO'D. 2'1/4" min,. EMBEDMENT 24`c.c. 24' o.c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y,. !Y- ......... TIL FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ENSel.. 2015 TILTECO INC, F.R.L. INSTALLATION DETAILS ON EXISTING POURED V\c N cu til us ORA"N" �ll I/_lt Rolling Shutter System CONCRETE OR GROUT FILLED CELL CONCRETE �IL E�CO LNG. \ DATE EXPERT SHUTTER SERVICES INC. z TIL T TESTING&ENGINEERING COMPANY = 1. 6U5 1626 S.W.BILTMORE STREET 15-071 BLOCK BUILDINGS 4J.; PORT ST.LUCIE,FL 34954 DRAWING N. 0-I.—, PHONL'(800)749-9055.rAX 772 871-M SCALE: 3/16' o R 1,0, WALTER EB-0006719 A U.rr Jr.P.E, SHEE7 6 Of 26 DA Lk. 44157 EXISTING WOW---- EXISTING wDOO- _5/16-0 TAPCCKS XL W/ 5/16.0 TAPCONS XL W/ ?RUSSEE OR RAFTER. TRLSSES OR PEER 2 1,12'MEG.PENETRA7105 2 1/Z'Min FENETRAi1ON ,.1/4'0.]/4"ITW BUILO'eX 1 4'Da7 4'ITW BUILDEX 1'.1'.1 B'OR 1'x11 i/B'OR / / @ 1"0 6.:0.060•GALV. / EXISTING WOOL EXISTING W000 1"O.O.z0.Ofi0'CA;.V. 2'x2"xt TEK SCREWS W/ 2•.2'.1/8•— TEK SCREWS W STEEL WASHER 4;24'oc /8--' / -ZRI:SSES OR RAFTER. � TRUSSES OR RAFTER STEEL MASHER 0 2<'0.c. ALUMINUM TUBE 7'C.D.x0.060'CALVANiZE'v 1'O.D.z0.Ofi0'GALVANIZED ALUMINUM TUBE STEEL WASHER 4i 24"o=. _ L WASHER 6 24'0.c 5/!6"0 TAPCONS XL - ':.._ _ i W/2 1/2'Min. _ .__- 6"0'APCONS XL _ - - _ -----__..- '-_ . __. - - PENETRATION PENETT7ATION 5/! (2)2"x4"OR /�`� (2)2'.4'OR 2'x6"CONT, 2`.6"CONT i j (2)2'.4'OR (Z)214'OR WOOD HEADER' WOOD HEADER �- ' REQUIRED %'� 216"CONTr rr� ' �� REOUIREC : WOOD HEADER 2'x6"CONT-� W000 HEARER J ' REQUIRED REQUIRED EDGE OF s EDGE Of''- w OPENING I -"'O m I `.I i .._-.O EDGE OF.' ' oJ�-.».. II 1 __� N EDGE OF OPENIIJG ' ' A - - o .' I N OPENING t pk D zo OPENING EXISTING :.--(; I f wn\ w EXISTING __...� i P w CLAS- I. \I Q GLASS EXISTING N EXISTING _ .I' I a EXISTING __:� (eEroNp), Dam" (BEYOND) I I vaEFIOR cAss. IXIEPoOR a (BEYOND). 1 1 1 (BEYOND)' I t S (@OR (2)2'x4'OR - I Min. w _ I a Ll --T" - i ff \J w (2)2'x6• I SEPMin w i p([Ej�pR w i (2)2".4"OR i t Min. �- w r j CONT.WppO +�'-' - TO GLASS ( k t F �2)2".4'OR ! Min. STDG 6 16' `� ' ?- WO6" STUD- --- -- - TO GLASS SEPARATION 4 O.C.MAX. I• (SEE SCNEOUL'ON 3 �., --O h Op i SEPARATION ` WOOD SOTUD y -. _ x _ _ __'' _ 3 ® 16'D.C. (�E sCHmuu ox �:--.-• TO GLASS W REQUIRED. __ +_ x ._-_L..._,'` _1�•_-_a A ¢ 4 0 I6'O.C. __-- __..-., a ISa SHEESCHET 2)ON ¢ (SEE SHEET - 7•' SEE ANCHORS _ Min. >i MAX.REQUIRED - SHEET ZO t �) ' ) MAX. REQUIRED SNFFT 20j 3�1 -'T^'" sFPARATION 5 (SEE SHEET 20) __ S 20 '.f`. SCHEDULE , ,. '-'-L•.I (EE SHEET ZO) -'-r, ...,�• o ) TO GLASS p ! G I t ( ON SHEET 21 i i 1. i _ i(s6E SLHEOUL ox O/8 y t 0/8 x : SHEET 20) W 0/8 .I t 0/8 (2)2'.4'OR 1 ,SEE ANCHOFS C I- 1.1 '.T"WAL• FINISH L i SCHEDULE `9 i[iSEE ANCHORS ;I co r. I.. In EDGE OF !I I I f SCHEDULE - ^ EDGE OF 1 COM.WOOD i SHEET 21 OPENING ON SHEET 21 1 _fJp --' t1 IF_-,--O i STUD 0 16" I OPENING '• �`-_-" D.C.MAX. O �. '•' I. '� '- REQUIRED. I E.O._ L1 1/Z'.1 1/2'x0.Ofi2' (SEE SHEET 'I _ 1�. E.Q-1 -_---"- V _SEE ANCHORS -_ E.O.-} .CONT.ALUM.ANGLE 2p) _214':0.062".CONT.• 1• _ SCHEDULE -- E. ALUM.ANGLEy ON SHEET 21 - 5/16'0 TAPCONS YL y W1 z 1/2'Min. 0/8• 0/8 5/16'0 TAPCONS XL W/z 1/2'Min ; PENETRATION PENETRATION 2'x4`OR 2'a6 '-WALL 0 24' .. 1 : '. F1MSM .2'x4.OR 2 6' ( I -WALL FlNISM 1 2'x4'OR 2'6 i `W�FlN!BH 0 24' ._ 0�8 ! 0�8 CONT.WOOD 0014T.WOOD - { - II 2'x4'OR 2'x6'. L 1 ` BOTTOM PLJ20) 1'1 EXISTING W000 �` .1T 1 CONT.WOOD EXISTING WOOD CONT.WOOD ( •! EXISTING WOOD_ i DECK OR BOT OM PLATE f EXISTING WOOD' BOTTOM PLATE '' DECK OR REQUIRED - - REQUIRED _ _DECK OR BOTTOM PLATE CONCRETE SLAB' CONCRETE SLAB "" DECK OR REQUIRED (SEE SHEEI CONCRETE SLAB REQUIRED` REQUIRED. _(,SEE SHEET 20) �" .© CONCRETE SLABI (SEE SHEET ZD) �� REQUIRED. (SEE SHEET 20) �` _ OREOUIREO.-. REOUIRED.'- L-___ 1 !Ii EDGE, __.____._.__ ____.�- __i_.___..__._•__ _._ ' _ IF APPUCAB.) • /� �'1 'r_EDGE. __ ff APPLICABLE) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS n11Lt)Illlllllll FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `'{�•.. .... Il✓,'/ C 2D15 TILTECO INC Nautilus DRAWRNLBY: Rolling Shutter System 4 1p 15 ' 'L ECOINcDATE • EXPERT SHUTTER SERVICES INC. `.'':�} /.(� ••,*.= TILLIT TESTING @ ENGINEERING COMPANY sl zu. 16 sos..ucwu a s.n.aal ee 26 S T W.BILTMORE STREET �IT, C - mer:a:(ao5)mo-m5o.re.:c453571- 1 5-071 m T.Nlleeo4ee1-n, PORT ST.LUCIE,FL 34964 STATE OF •( .—T. 1 EB-0006719 MonE:(800)749-9056,FAX:(]]2)a7l-0950 DRAWING No WALTER A TIWT Jr.P.E 'q[IG �R7� ` FLORIDA Ui 14416] - AI � SHEET 1 01 2e _.._..-M:n.EA --_-._ POURED CONCRETE /�`� ,.•� /";\ �^� - -._....Min. E C.-.. ..._._ (1~Oita J!- - ..._-"..Min.EX.- OR X.OR CRO UT FILLED - '1 F ._,_.{ I OR(.l} ( 1 10R(.)) POURED L.i� POURED i.- �--. CONCRETE BLOCK 1� L�.. 4'1 �-/ - CONCRE(E OR (SEE SCNEDU:ES CN _. CONCRETE OR _ �•-� POURED r----• - -(SEE SCHEDULES ON (SEE SCHEDULES ON GROUT FILLEDj (CONCRETE OR SHEETS ;7& 18) GROUT FILLED„ ORouT FILLED— SHEETS)7& 18) $HESS)J&i8) coNCRErE BLCONCRETE&OCN (SEE SC..EDULES CN'. CONCRETE ,� ! 54EETS 17&18) BLOCK 2.75.0' '. `. 5' 6 * ..25a6” 3.a52'-- I• "\ 1 A aR E1 ~ 4 A r...,-.z. z-tlR r A E2 DR E3 A U i H .._• f ' 1/4 EMI Ofl 1 8'SUP I/2" I/4" I'-O ®4"O.C, 9OR 2ta % •{ 4"c.0 / D trz%,la' '-Q SECTION Wj STORM BARS FLUSH MOUNT (WALL) !. OR,/8'SLIP i OR 1 8 suP !' TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SCALE 3/16'=I' SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE: 1/4"= 1` { OA I - y &'1 C @ 4'B.C. 2.750" C 4"o.c. `l '�..:/ @ a"c.c.; A N'4"ox, l.. .'®4"a.c. :� 1/2.r/a` `A Y @ 4'o.c. AA ,l.. tia!I } "j \.J OR,/8'SUP � `. SECTION 0'—Q' (PLAN lD, 1/2•'/a" '/2''/' Ir2.,ja" ,12.;ra" 1/2. ,/4 ,/2%1/4' ORIENTATION #1 OR Tje'SDP OR,fB'SUP 011?/2 F SLIP OR 1/B-SLIP''�O O.:OR I/8"$Llp OR 1/B`SLIP(`1 WALL MOUNT END MULLION SECTION Q-0 SECTION Q—Q (PLAN) IJ)I SECTION R—R (PLAN) SECTION R'—R' (PLAN) ,-0* ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 ADr-' @ 4"o.c. -CA) WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 } SCALE:1/4•-1" 1/2', 1/4' , tlR /B SUP OR / SLIP ' " I e" lJ - (2) 2"x4" OR - D�1 2"x 8" STUDS (2) 2"x4" OR (SEE(SEE SHEET 20) '�; } (SEESCHEDULE S � 2"x E" STUDS-- i ALTERNATIVELY TG Ll. A. (SEE SSHEET 20) Eo.:ED. �,."- (SEE SCHEDULE MIN. t/2" 1/4"o-20x3/4" ON SHEET 21) PLYWOOD- Wf NUT MAY BE USED SECTION Q'—Q' (PLAN) MIN. 1/2" -- I FOR THIS CONNECTION ORIENTATION #2 PLYwooD-- `�- _.... WALL MOUNT END & INTERIOR MULLION - _ E2 CR E3" Iso—a2sD" 2'0R r 0AAadTumnnu��R , OD H P.TIQl!",,`, R 1/1/a` /� • ' __ �' +Q �,�,.•" ✓ ,, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) DR 1/8"SUP -(,O,) @ 4'O.L. ® 1/2' 1/4" - •• •• L ��1 OR 1/8-SLIP /"� % C 2015 TILTECO INC. * Nautilus DRAWN BY: FLUSH MOUNT (WALL) � s No 44167F'RL BUILD—OUT MOUNT = Rolling Shutter System 04/10/1: 4" 11 L ECO 1 N C. DATE SECTIONS 0'-0' (PLAN, = o' S' TAT = EXPERT SHUTTER SERVICES INC. 4J= 71L41T 1ESTING h ENGINEERING COMPANY e353 w Smn s._sIS 393.Wi04M w+w.,ns.n.33:66 1626 S.W.BILTMORE STREET 15-071 Mn•;{]o5)6T1-5539.Fe.:{3a5)QT.-s331 i�M��' ,�Q ��~••��`+� PORT ST.LUCIE,FL.34984 i� /�^-.,• + e-mai!:Iillaco®colcom PHOM1E:(BOO)749-9056,F.-'Z(7T72)871-0990 DRAWING Na INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ,, FSG�s.+.�__ Ee-DODE7,9 „R SCALE:1 4"-1' -�` j fy� �}DATE W�TCRA...TILf.4.P.Z. _ SHEET B OF 26 / c -k.+n/tIST14�'OI FLORIDAROfltUc. aai ET /.o/u -_ -A !/2" Min. E.O. ° — A Iif' M;n. E.D. FOR 3/8"0 CALK-IN ANCHORS (4) 3/8"0 CALK-IN ANCHORS OR 3" Min. E.D.--' - - 3" Min. £.0.--------FOR 1/4'0 SOUD-SET ANCHORS (4) 1/4' SOLID-SET ANCHORS OR Min. E.D: '•' - - -•4" Alin. E.D.------FOR 315'0 KWIK BOLT TZ EXPANSION ANCHORS /'6.0 TAPCONZXL EXPANSION SOHO {STORM ANCHORS* CONNECTION. (4) 318 RS OF --3 1/8"Min. E.D. - 3 I/8"Min. E.D----FOR 5/16"0 TAPCON XL ANCHORS �. (4) 5 i -1"---3`--1"' SEE TABLE 2 ON SHEET 23 5/16"0 TAPCONS XL Wf- '�' 7 TOP & BOTTOM` EDGE OF BLAS a EDGE OF SLAB 7° (YP• 2 ?/4'Min. EMBEDMENT T APPLICABLE IF APPLICABLE -9 QF STEELi"O.D.x0.060"GALV. �'• STEEL WASHER +6 24"c.c. j ••.0.."^-moi : ,' DMIOR L 4" Min. E.9, •mj ...t 2" _ 2"x2"xt/8'x0'-5' (6063-T6 ALLOY) POUP.ED CONCRETE' °. ' 4 - POURED CONCRETE•- i , • ALUMINUM. ANGLE EA..SIDE W'/ (rc=3 Ksi) 5'min. I (I'c=3 Ks;)'5*min. ; -'-' 2" O O - .(2) 1/4"0-14x3/4" ITW BUILDEX TEK •' �� 5 16`0 TAPCONS XL THICK REQUIRED THICK REQUIRED 1 -*.r"�} j SCREWS TO STORM BARQ W/ 2 7/4" Min. .�. r-......5"--.--J EMBEDMENT& 'i�' (Typ. TOP & BOTTOM) 1"O.D.xO.060"GALV. _ STEEL WASHER 0 i �•�I - L SECTION S-S ;, `• 24"..C. 2 $ 9 is - BOX IY 1 MACHINE SCREW NLLT EMBEDDED INTO ANCHOR YJ ANCHOR K ; I BOX " Min. FOR .�_ =--_- - - .. I __T WIND ZONE- - T.t T' 1-3 t DETAIL A 2 ,N 2'Min. FOR { t SEE STEP 3 ON SHEET t4 FOR SPECIAL .n ___ .r * 1j4" 0-20 OR 3J8"0-t6 MACHINE SCREWS USED JOINTLY Wf z N _ 1 7/4"0 x 3/4' SOLID-SET OR 3/8"m x 1 1/4' CALK-IN ANCHORS WIND ZONE---°: I' TREATME'IT FOR WIND ZONES 1 THRU 3 ¢ - ( o-,- i" Min. FOR r RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME aN 4 WWD ZONE ••=i �: STORM BARS ARE REMOVED. (SEE DET. A). ww mN 1_3 = 1 11 EMIOR Mx z m z 9EF GLASS TO -�)__ �� p w I! O STORM ANCHORS* CONNECTION. M rt SEE SCHEDULES ON A N 2" Min. FOR — .SEE TABLE 3 ON SHEEF 23 p w ( \ o WINQ 20NE-'- - ( � 4ND 1(TYP• TOP&BOTTOM) ' N j SHEETS 15 & 16) II q j i 4 - •,c:--- o L_ (2) 3/8'0 CALK-IN ANCHORS OR c j S I SCIERIDR x Min. (2) 1/4-0 SOLID-SET AN OR 411- N w - SEPARATION TO (2) 3/8"0 KWIK BOLT TZ EXPANSION - 1„-- E i -.-{f}1 �; (5£E SCHEDULES ON'i `—" -ANCHORS OR t"� 'I �/ SHEETS 15 & 16) ii (2) 5/16"a TAPCOry XL ANCHORS r°} '� BEYOND EXISTING—= 4 DRERIOR GLASS 2" EXISTING.4-- —� ,, f;. {.. ALUMINUM /8"ANGLE A. SID T6/CLOY) GLASS n rtJ1 —... _- __.. . r 51 2" N1IJ4 0-11414x3/4" ITW_IUI DEX TEK {TYP,TOPf50TtOM}.: (Tip.TOP,t80TTOM) _`5" SCREWS TO STORM BAR K (Typ.TOP & BOTTOM) ® L_ _f, _ e e '_ SECTION S1 --q1 /�,.� S — - S 4 's' V'••TOP/80TTOM) I, ,.'(TYP.TOP/807.0Ai) 4" Min. gg POURED CONCRETE- •t MIN. E.0'� E.D. EA Zdl: �I i/2'x1 1/2"x0.062"xCONT. ALUM. ; (f'c=3 ksi) 5" min. .�,� Eta ANGLE W/5/16'•0 TAF-CONS XL W1 L- l�I: THICK REQUIRED 5/16"0 TAPCONS XL W/- '/ "T 2 1/4" Min. EMBEDMENT b 24"ox f i r 2 1/4" Mir. EMBEDIAE14T B 24' e.c. 'i EDGE OF SLAB' POURED CONCRETE' EDGE OF SLAE ' WALL MOUNTING (Fo-3 t.xi) I `N 1pU1111UftFpfAh FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IF APPLICABLE 5'min.THICK REO'D _IF APPLICABLE xX ri w---4 IJ2" Min, E.R.-- :--4 1j2`Min. £.D.--FOR 3f8"0 CALK-!N ANCHORS `�>, '•'"^•.,,J,Q r4 02015 T6.TECO INC. * Nautilus ORnwr<V • , F.R.L. --•-3" Mir. E.D.—• h3" Min. E.D:- FOR 1/4"0 SOLID-SET ANCHORS '`t"r• v�ENS,6 --•4" Min. E.Q.- -- ----4" Min. E.D.' FOR 3/8`0 KWA SOLT TZ EXPANSION ANCHORS •,,. -��'', +• �� Roiling Shutter System e4/w/15 -...3 1/8" Min. E.D. ---3 1/5' )Air. E.D. -FOR 5/76"0 TAPCON XL ANCHORS �' i'Q'+ !L E C C1,>Nc. DATE �- A EXPERT SHUTTER SERVICES INC. T y y ,� TI LLIT TCSTING& ENGINEERING COMPANY N.A.4¢u.s4,sn.aos.excwa esRoeNz,n.mtse 1626 S.W.BILVIORE STREET 15-071 Mom:(=)A7s-t536.rm:(b518Ts-i51� PORT ST.LUCIE,FL. 34954 DRAWING No FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR (K� A'.,lf S1F1tE L7` :,yti .—T BR...C..l co•n' PHONE:(ADO)749-ROSfi.FAL(77]7 671-0590 SECTIONS V -. F :'s�. EB-0006719 as nmcx a< WALTER A TILLIT Jr.F.F.. SHEET 9 OF 2E SCALE:J/16" 1" P.U�XI•• 1GN4.TUR `�� FLGR10n Lk.0 Min. E.D:---- .9' Min, E.D --FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION1 1/2" ANCHORS @ END AND INTERIOR MULLIONS @ (ORIENTATION #1) AND END MULLIONS@&@ (ORIENTATION #2) 140141 Mi,. FOR (2) 3/4`0 KINK BOLT 7 EXPANSION 177_1 E,D: ANCHORS 0 INTERIOR MULLION @ (ORIENTATION #2). 0 EXTERIOR - EXTERIOR EDGE OF SLAB 4" EDGE OF SLAB IF APPLICABLE 1 IF APPLICABLE (6051 -T6 ALLOY) Alum. ANGLE EA. 3"x3"xl/2"xO'-4" J. -Xil, S �2) 3/4"o Tqu BOLTS SIDE W1 V,v �2- (6061-T6 ALLOY)Alum. TO POURED CONCRETE ANGLE EA. SIDE-W/ (2) (l) 3/4"0 KWIK BOLT TZ (f'c = 3 ksi Min.) 3/4-0 THRU BOLTS TO __ 1 iJ2' EXPANSION ANCHOR 1 1/2' 8**Mi.. THICK RED D. MULLION G7& (1) 3/4"o qq�---------1. V41 6" Min. EMBEDMEN7 KWIK BOLT'TZ EXPANSION TO POURED CONCRETE 1 3.. ANCHOR W/ 6" Min. (Typ. TOP & BOTTOM) EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) EXISTING- GLASS SECTION X1-X1 W/ ALTERNATIVE SECTION X1-X1 W/nG Z�3 Min. (END & INTERIOR MULLION) (END & INTERIOR MULLION) O� OR 0G1 (W/ ORIENTATION 1N (W/ ORIENTATIONLJ2 Ad (4"XI5") (6"x4") 4" 1 112" 1 1/2" 1 1/2" 1 1/2- 3"x3"y.I/2"xO'-4" r--2*—. (6061-T6 ALLOY) in Aum. ANGLE EXTERIOR EA. SIDE W/ (2) 3/4% THRU BOLTS qg� 3' 4- It TO MULLION(a_:t &-- (1) 3/4-0 KWIK BOLT TZ ELD F 0 v EXPANSION ANCHOR A Q/8 or-: .._]_.-"' Q/8 or W/ 6" Min. EMBEDMENT TO R/8 or POURED CONCRETE (Typ. 4' EXTERIOR IOR 0 R/8 or TOP & BOTTOM) 0 0 R'/8 R'/8 EXTERIOR 1 1/2' Li- 1 1/2'I _j T _ti 1/2' 1 1/2' 4% 4"— xi x 1 1 1/2' 3'*x3"x I/2'xO'-B" (6061-76 ALLOY) %3"x3"xl/2"x0'-8" (6061-T6 ALLOY) (TYP TOP/BDTFO?A) (TYP,TOPIBDTTOII) AW-, ANGLE EA- SIDE W/'�2) 3/4"0 Alum. ANGLE EA. SIDE W/,�Z) 3/4"o THRU BOLTS TO MULLION IG 7; & (2) ED. ED.- 1 112' THRU BOLTS TO MULLION'�Gjj, & (1) —1 3/4"0 KWIK BOLT TZ EXPANSION 3/4"o KWIK BOLT TZ EXPjCXSION ANCHOR W/ 6' Min. EMBEDMENT TO -2"'-^2"--1 ANCHOR W1 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. 70P & POURED CONCRETE (Typ. TOP & SECTION XI-XI W1 CG1 BOTTOM) BOTTOM) (END MULLION ONLY) POURED CONCRETE A f* 3 k si Min.) (END INTERIOR MULLION) (INTERIOR MULLION ONLY 8` Min.THICK REO'O. (W/ ORIENTATION # I ALTERNATIVES SECTION X1-X1 W1 EDGE OF SLAB' EDGE OF SLAB (8*'x4") (W1 ORIENTATION # 2 TAPPUCABLE IF APPLICABLE FOR (2) 3/4-0 KWIK BOLT TZ EXPANSION (4"xE!") ---9- Min. E.D.--•- --9" Mi, E.D.- ANCHORS 0 INTERIOR MULLION@ •(ORIENTATION #2). SIDE RAIL 1'5�!AND BOX NOT SHOWN FOR CLARITY : --g'Mi.. Min. E.D.-•• -FOR (1) 3/4-0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&0 (ORIENTATION #1 & #2)AND (ORIENTATION #2) r 1011 IILTECII INC. DRAWN BY: END MULLION * NauF.R.L.tilus - Rolling Shutter System 04"'C/I! G FLOOR TO CEILING TRAPPED MOUNTING:MULLIONS n OR�n 44AZT: DATE SECTIONS W-1 ERT SHUTTER SERVICES INC. a: TILUT TESTING ENGINEERING COMPANY EXP 1626 S.W. ILTVORE STREET 11-071 PORT STcom .'LUCIE,FL 34984 DRAWING N. �CNE:(800)749-9056,FAX:(772)871-OS90 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION E13-00CE719 WALTER A TILER J, P.E.SCAT-,: 1/8'= I' FtORIOA Lic.1 491'7 SHEET 10 OF YE EDGE IF APFLCABLE 2".MULLION DEPTHxt/6•' Cort. �"T`(' 4 -ALUM_ TUBE (TOP & BOTTOM) W/ y/4-¢x-'/4"In"SidLDEX TEK SCREWS 5,/16"0 TAPCONS XL W/ 2 1/4" - W/ .•0.0.x0.060"GALVANIZED STEEL MIN./E.D, 2 1/6" Min. EMBECMENT @ 24" D.C. WASHER It 24'CC. Win. E.D �__._• ., EDGE IF APPLICABLE- - —4""-- EDGE IF APPLICABLE CONTINUOUS POURED---_: 7 3/4" Min, E.D. 2---j .. ? 2" CONCRETE(f'c=3 W Min.) ; tO' i? y.._... 7 3/4" Min. E.O. 2"^ 8"Min. THICK REO-D. 2 --END CAP `� 2" •-_ ..- ---- POURED CONCRETE 7 j/4" (f'c = 3 ksi Min.) - EXEERIdR POURED CONCRETE E0.—EQ.- 8" Min. THICK REO`D. '�� f c = 3 ksi-Min. '- 4"Di Min. E.D. ( ) -\' B" Min. THICK REO'D. 1 o� �G , EEIOR Ti---_...____—__mac;j,• i• h, _----_ _.—. 2-«\;�, . @ORQR G —_ Z• z' _ 4 7 3/4"Min. E.D-_.__ OCi) v 7 3/4" Min. E.D. - 2 �- In Q/8 C}f � Qf 8 OF w R/8 OE R/8 Of L--- _ 4'x4"x3H /8" (6061-2"6 ALLOY) (6061-2"6 ALLOY) 40 L RR/8 `Alum.ANGLE EA. SIDE. EDGE IF APPLICABLE-l Alum.ANGLE EA. SIDE. R'/8 EDGE IF APPLICABLEIn ' r Z o EXISTING_ ^M' -- }T)(WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/ OR * ALTERNATIVE SECTION X2-X2 W/ OR(G�* o,,, tl ALSO INSTALLED TRAPPED MOUNTED Elm GLASS i I (END & INTERIOR MULLION _ ~i PER SECTION R'-R' ON SHEET 8.) END & INTERIOR MULLION) (WI ORIENTATION k 21 i 1/16 (WL ORIENTATION ATION # 1 (4"x6" or 4'A") Min. E.0 t" I t 1/2"xi 1/2"x0.482".CONT. ALUM. (6"X4" Or 8"X4") 7 3/4 "---`--- - �jr" F ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. E.D. ` TEK SCREWS 0 24" o.c, TO TUBE. i1 1/2' i �-----j---- * SIDE RAIL D'NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED—', 7` t0" CONCRETE(f'c=3 ksi tn.) . B"Min. THICK REO'O. ' _ vX2 (M.TOP/5040A1/2" _ - -_ t 1/2" (T(P.TOP/90TIOM) T_ --r- 7 3/4" I� 4'x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. EO—EO•- 'EA, SIDE W/ (2) 3/4"0 THRU BOLTS 10 MULLION }4}Eti}II!}tltttttt & (2) 3/4"0 KY(IK BOLT TZ EXPANSI014 ANCHOR \\\\�\!}"�p��+ � 771ti/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) W/ 5" Min. EMBEDMENT TO POURED CONCRETE i DRAWN. WALL. (TYF. TOP & BOTTOM). \,\GEN V-r C 2015 Tlt TECO INC. FA.L. EDGE IF APPLICABLE '',9= Nautilus _ uy Rolling Shutter System 04/10/15 WALL MOUNTING:MULLIONS n OR(G� _�t —`-Nd `__ �E C 0 INC. DATE POURED CONCRETE WALL S fl — = TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC, `— .SEC..TION W-2 '+�', ".6TA'�•��'1 � S'�^.".leu.sl.•St _1 OUNOi9,n.M 0, 0•ne 1626 S.Yt.OILTIlORE STREET 2"5-071 Prtce.;t3as14n-+s3o.r=.:{. 1e71-1s1+ PORT ST.LUCIE,FL.34964 �t'�;•,.:/c� '/Q•`w a-m09:19leco®aol.com PHONP(ego)7<9-9056.FAX:(772)871-0990 DMWING No END&INTERIOR WALL MOUNTED MULLION INSTALLATION '- F oRI0 .• ,, WALTER ADn°6Tl„ P.E. » e.: SCALE: 1/6"= I" •a/�' IG \ ATE FLORIDA U..#441 E7 a2"n-2n •/+a/+2 �' 5NEET i s Oi 2E 4" Min. E.G. Min. EA— .---FOR (1) 3/4"o KWIK BOLT ?7 EXPANSION -2' ANCHORS C END MULL!ON 3"y3'.1/2".0'-4" (ORIENTATIONS #1 & #2) (6061-T6 ALLOY) Alum. FOR (2) 3/4-0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE Yv/ (2) g" Mi.. E.D�- Min, E.Dr ANCHORS 0 INTERIOR MULLION 3/4"0 THRU BOLTS TO 1/2'. (ORIENTATION #2). MULLION G2, & (1) 3/4_� KWIK BOLrTZ EXPANSION ANCHOR W/ 5"Min. EDGE OF SLAB -EDGE OF SLAB EMBEDMENT TO POURED IF APPLICABLE 'TFWPLOARE CONCRETE: (Typ. TOP TOM) SOT EXTERIOR POURED CONCRETE-: (t'c = 3 ksi Min) El"Min, THICK REO'D EXISTING_- 2"- GLASS Min, SECTION X3-X3 W/ (Q) zz 2 (END MULLION ONLY) 1 1/2" /2 QQ EXTERIOR (W/ ORIENTATION 1 (7"X4") H; MI 17TI v in 0 z OG9 71 EXTERIOR ERIOR 4' 2 in. EXTERIOR I CIO 5 1 !/2' 1 1/2' 1112• 4 3 1/2- 1/2"_ < X3 X3 (TYP.TOP/BOTTOM) (T(P.TOP/BOTTOM) (6061-T6 ALLOY) _3"x3"x1/2"x0'-7"(6061-T6 ALLOY) Alum. ANGLE EA. SIDE W112), 3/4"0 Alum. ANGLE EA. SIDE W/,(2) 3/4% THRU BOLTS TO MULLION 0 & THRU BOLTS TO MULLION G3 & (1) 3/4-0 KWIK BOLT TZ EXPANSION POURED CONCRETE (2) 3/4.0 KWIK BOLT TZ EXPANSION t 3. Vc - 3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W1 6" Min. EMBEDMENT TO a" Min. THICK REO'D. POURED CONCRETE (Typ, TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONY (INTERIOR MULLION ONLY EDGE OF SLAB' EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/(G IFM;Pi6CABLE. ,IF APPLICABLE (W/ ORIENTATION#2} FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"0") M:n. E.G.---- Min. E,D.--ANCHORS Q INTERIOR MULLION 0 (ORIENTATION #2). SIDE RAIL:5!AND BOX NOT SHOWN FOR 9" Win. E,D.- _9' Min, E.D,,---• 0 ?�A T/t 'Nz,, CLARITY. FOR (1) 3/4-0 KWIK SOLT 1Z EXPANSION ...... /� , ANCHORS @ END MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & #2). • C 2015 TILTECO INC. F.R.L. N au t il u s DRAWN BY: FLOOR TO CEILING TRAPPED MOUNTING:MULLION I No.4416 t z Rolling Shutter System C4/10/15 SECTION W-3 / 11LIEC01 DATE TILLIT TESTING k ENGINEERING C..1AII1 EXPERT SHUTTER SERVICES INC. 5 3.1".�1. �=Aj=. 1626 S.W.SILWORE STREET 15-071 I DRAWING No END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION PHONE,FORT ST.LUCE.FL.34S84 6-0006719 (BOO)749-9056 FAX:(772)871-0990 A',TE A TR_LFF SCALE: 1/5"= I" FLORIDA J,16 r. SF IE L".#41 PE : i SHEET 12 OF 26 EDGE IF APPLICABLE'., 2'xIJULL1OR DEPTHxl/8' Cart. -� - -ALUM. TUBE (TOP & BOTTOM) W/ c 5 16"0 TAPCONS XL W,7 2 1/4" .'./4'0x O.D. ITW BUIGD_X GALVANIZED SCREWS ' ' / W 1"O.G.xO 06C"GALVANIZED STEEL 2 1/E" ,Min. EMBEDMENT 24" ox. WASHER 0 24"ax, 7 3/4" Min E.0 ., MiN. E.D. _._...} '....—. 1" EDGE IF APPUCA.BLE- 1 1j2. ,--...._.._.._.. 73/4 ----:� " Mir.. E 0. ..- �-•- . ----- _ G2' _1...- _-- .._.__. ..._4. 4" CONTINUOUS POURED—_ � `�- 7" CONCRETE(f'c=3 ksi Mir,}'.' B" titin. THICK REO'D. i POURED CONCRETE (('c = 3 ksi Min.) 4'• EXTERIOR 8" Min. THICK REO'D. _ END CAF . w 7 3/4" NOTCH WEB--- ' a Min. E.D. -EO.—EO.- (TYP. TOP/BOTTOM) t „ O 7 3/4" Min. E.D. -_- 4"x4"x3/8" (6061-T6 ALLOY) "Alum. ANGLE EA SIDE. Fvs ,-Min. 1 '.,� N N z N D;--�(WALL MOUNTED SHOWN, MAY BE ym EXISTING ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE t-jGLASS PER SECTION 0'-Q' ON SHEET B.) w ' on ORERIOR SECTION X4-X4 W/ G? a _ '1- - ' (END & INTERIOR MULLION) o w I (WI ORIENTATION # 2) Min. E.D t,' 7 t j2"xt i/2"x0.062"x00NT. ALUM. • SIDE RAIL•D:NOT SHOWN FOR CLARITY 7 3j4" "�"'•--"_- _- fix• 1. ANGLE W/ 1/4"0x3/4" ITW BUIuDEX g MIN. E.D. TEK SCREWS CW 24" D.C. TO TUBE. ' i —t---T 1 1/2" I I 7" CONTINUOUS POUREQ--.,,�-. t0" CONCRETE(('c=3 ksi Min.) $"Min. THICK REO'D. X4 _ _ X4 (TYP.TDP/BOTTOM) 1/2" 1 1/z" (TYP,TOP/BOTTOM) MIN.,E.D. ?� gO-=-EO-! -4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE `iisiy1l11ttl�tll�,prtf�/r ' 1 ij EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION A �TG•P` G��l FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 4"- (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR ` `�'• `• W/ 5" Min. EMBEDMENT TO POURED CONCRETE �,\ 4 ~ C 2015 TILTECO INC. F.R.L. IF APPLICABLE WALL. (TYP, TOP & BOTTOM). Nautilus er• ' No.44167.1 Rolling Shutter System 04/16/1s WALL MOUNTING:MULLION DATE _ - (�. ECO �t�a EXPERT SHUTTER SERVICES INC. POURED CONCRETE WALL �" _ TILLIT TESTING- ENGINEEflING COMPANY SECTION W-4 =-O S -STAUOf sass w.asU.sL,sw a9s.muxu 0 FD@ 5.n.aa+ss 1626 S.W.BILMORE STREET 15-071 •,1 +•74/+ ve�,w:Ws7s71-+sa9.s,,:1333797+-rsaf PORT ST.LUCIE,FL.34964 ii("��•• F�O RIOP. ,• CV` e-mail:GltOao®aol.com PHONE:(800)749-9056,FAX:(772)871-0990 DRAWING No FND P.INTFRInR WAI I MnI INTFn MIDI I InN IN..RTAI I ATInN 4i.CFO '••...1....'.4=� •�� EB-0006719 - 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 STDRM BARS SPAN 1"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, 1b & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART 1c 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"fl. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX..12',8'OR T), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN ? &ld3),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 • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP(SED)_OR ALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE . LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 1c:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM 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 la THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12%8-OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART 1c,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN MULLION TYPE 8 MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED}OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(�5 ),(G'j,�G@ & 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE Top&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)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. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C 2015 TLTECO INC * Ncutilus Rolling Shutter System �IE C�0., .44B7 /T DATE 6F TILLIT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. S'AT,� p,Z R 1626 S.W.S.W,5LORE STREET 5-071 (Itall-— ..% PORT ST. LUCIE, ",34984 —0;Wit...G.ODRAWING N. AL 0 P'll EB-00CE719 PHONE1(8W)749-9056,F".(7721 1971-0990 SLAT PERFORMANCE CHARTS Ia. ,.1b,. 1b' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s,f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VVI OR W/O STORM BARS CHART Ia CHART 1b CHART IV CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D.LEAD USE MAXIMUM POSITIVE A.S.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR 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 CLASS AS.D. -L-MO.' (FT) -L-W.- (IT) 'LmAx.- (FT) MEASURED TO BACK OF SLAT (in) DSI GN WALL TRAPPED BUILD-OUT auw-our WALL TRAPPED BUILD-OUr JBuILD_cuT WALL TRAPPED BUILD-our Bunn-OUT W/O STORM BARS W/STORM BARS IB LINT W RATING MOUNT MOUNT SEE NU Zj MOUNT W/ MOUNT MOUNT @114.1 fi MOUNT W/ MOUNT mouNr ND ZON WIND ZONEIND ZONJ WIND ZONE SEE NOTES SEE NOTES (PSf) SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE SEE 1-3 4 30.0 20'-0' 15*-4' 20'-0' 20'-0- 20'-0* 15*-4*' 20'-0 20'-0* 15'-4- 18'-0l 15'-6' 1-. 14 L/2r' 5. 7' 14 1/2' 35.0 T07--F- 207-0- 7-0- 20'-0" 15'-D" 16'-3" 20 0" 151-0" 16'-3* 14'-G" 1"_ 20'-0' 14'-5' 17*-4" 14'-10*' 1B'-11' 14*-5' 14'-10' 12,-9* I- __14 1/2- 6- 7' ZO 2Y-615'-2"'' -29'-0" 20'--0'_ 14'-2' IS-9" 17'-4" 14'-2" 13'-9" 12'-0" i/2" 5 7" 50.0 20'-0' 14*-10",_. 14'-2" 14'-10'-, 12'-10' 16'-2" 13,-1" 12'-g" 11'-0" 1. 14_1/2' 6' 7' 7 55.0 :FV_O" 14'-8" -15'-8' IS-4" 17'-9" 12'-4" 131-11 12,-1^ 151-0, 12'-4'.. 12'-0" _10 .14 1/2* --5-7- -13'-9" 14'-9' 12'-7" 16,-9" 11'-8" IN-2" 11'-5' 14'-2' 11'-8" 11'-4" 10'-0" SO.O 5- 1 14" 7' 12'-I1' IS-1 I' III_Il* 15'-9'-'-_77'_-4' 12'-5' 10'-11" 13'-4' 11 10'-10' 1 V-4" 15'-0" 10'-6" 11'-10" 10'-4" 12'-9" 10'-6" 10'-4" 1.3 1/2" _6' 75.0 16'-6' ti'-7' 12*-7' 10'-I4" -74'-3" 10*-0" 1 V-4' 9'-11" 12'-0' 10'-0' W-10" 8'-19" 1. 13 1/2* 6" 7"_ 80.0 15'-9 11'-0' 12'-0" 10'-5" 13'-7" W-6. 10'-10" 9'-7- 11 9'-5- 9'-3' 81-6.. 1- _13.1 -9-3- -67--0- __1- 13" 6' TI_-7 _i_07-0; 13'-0' EFST *---15-7- 0- 10�_j�' 7 0.0 IO'_I' 11'-2' g.-B. 12'-6" 81-10" IO'_I W-I 1" 10'-9' 8'-11" W-10, 81-0.. 1 12 1/2- 6' 7' -7--F _1O'=97__ 9'-4- 1-0 8'-5--- 8'-6- T-9 1" 12 1/2 6" 7 • 8'-4" ol-0. 81 1 12* 6` 7' .!51=T.- _TO�ZS�__ W-4' -3. -1-0-5.0 _7257_:2"_ 11'_3" B.-O. 1'-2- 8'-2- 9.-8. 81-0. 81-0. 7'-4" __._1' 11 1/2- 7' 1 V-7' W-8. 10'-11- V-110" W-101 7*-11" 9'-3" 11 1/2 7' 110.0 115.0 9.-6.. 8'-4" 10'-7" 7'-B" q.-O. 7'-B' 7'-8- 7'-0' 1" 11 1/2"- 6" 7"_ 2 2 120T -70;--8-- 1_' W-2- 7-5- 7'-5- V-10- 1- 11* 6' 7 7 1-1 6� 7. 12-5.0 _7'-1 I" IO'-O_ 7'-2" 8'-2- 7'-4- 5.-8. 7'-2- 7'-3- 91-l'. 7'-6- 7'-1' 91-9. 7'-0' 8'-0" T-2" V-5. 7'-0" 7'-2- 6'-6" 1. 10 1/2- 6. 7' 130.0 6, 10. _10- 135.0 9'-S" 7'-2' -6. 7'-7- 7--l' W-2- 5,-70" 7-4" 6'-5" 10 1/2 7 6'-10" 6'-4" 1' 10_ 1/2.. 6' 7' -9--1" 6'-Il" -4" 7'-5- 145,0 7 --8'-14"- 1'-2- 7--l' W-10, - 7'-6- - 7*-10" - 10" 8'-0- 7-727_ 81-6. - 7'-4" - T-9" - 11) 6" 7 150.0 1 8'-6" 1 .0 S'-3' _ 7'-10' 7'-0' 8,_3" - 7'-2- - 7'-7- - _77- 1. 10* 5 7' -0. F-F-_10- T-S" 1" 10" 160.0 150.0 ZI 8' 0. NOTES 7. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS APR FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ENS iC 2015 TILTECO INC. 3/8-0 KWIK BOLT 3 ANCHOR OR 5/16-o TAPCON XL ANCHOR, INTO * Nautilus POURED C Rolling Shutter System 04/10/15 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR - DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. EXPERT SHUTTER SERVICES INC. CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR 0' __7k 4_- 5�S 36M SL. 1� Z" n.13115 1626 S.W.SILTMORE STREET 1-1-071 PORT ST.LUCIE.FL 34984 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE PIONLI(830)749-9056.FAX:(772)B71-0990 DRAWING NO EB-0006719 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. MAX. ANCHOR'S SPACING SCHEDULEVa FOR A GIVEN PRODUCT MOUNTING TYPE,W13/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT VM.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RKIING 0'-4't > 4'-5't > 5'-6't > 6'-7'T > 7*-9't > g'-12't > 12'-16't > 16'-20't "GE(p.s.f,' 300 9. 9" 9' -JL >41-60 9" 9. 9'. 9" 5 5/8' " >6r-8o 9 9. 91. 81. 5 5/8 5 5/8 _SLAT t NDIL SPAN MAX. SLAT SPAN FOR A >81-105 9 9. 5 1/2- 5 5/8- GIVEN A.S.D. DESIGN 9. 8 PRESSURE RATING SHALL 6" - ------ 12- AX. SLAT >121-140 NEVER EXCEED M SPAN INDICATED ON SLAT 7- s >1a1-160 -9- 1 LAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX A.&M SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4'1 > 4'-5*t > 5,-6,1 > 6'-7't > 7'-g't > g'-12't > 12'-16't > 16*-20't RANGE(p.s.f 9" 9 >31-40 9. 9. 9" 91. 9. 91. >41-60 9. 9. 9. 9" 7 1/2" >81-105 g" 9 9. >106-120 9. 9. 9" 8 1/2- >121-140 9- >141-160 6- BUILD-OUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't >'4'-5*t > 5'-6*t > 6'-7't > 7'-9't > 9'-12*t > 121-16,t > 16'-20't PAM N G ----T- @) I @ @ @ @ @ @ @ @ @ @ E MOE(p.s. @) @ @ @ @ @ @ @ @ @ 30-0 9 9- 9" ., 91. 91, 9" 9. 9.1 9- 7 3/4' 7- 7- 5 5/8' ___2" 9" 9 9 9- 9- 9. 91, 9. 9. 9. 9" 9. 9" 9" 9 7" 7" 6" 5 5/8" 5 5/8" 5 5/8' _9 _9 9- -9- 9' 7 1/2" 7 1/2' 6" 5 5/8" -E 5/8" 51Er 5 5/8" 5 51/8' - >61-80 9" 9' 9 9 9 9' >61-80 9" 91, 9. 9 9" 9. 9. 9.1 9 9" g" 9. 9" 7" 5 5/8" 5 5/8- 5 5/8-.5 5/8- 5 5/8" >01 9" 9. 6 1/2' 6 .3/4* 6 3/4" .9 5/8" 5 5/8" 5 5/8" 5 5/8 - - -ZLOL5 ---K-- 9 -- -1-9 .--.---.. 1-- 9" >105-120 91, 9. 9. 91, 91. 9. 91, 6 1/2' 6- 6" 5 5/8' 5 5/8-1 5 5/81 - - >121-140 91. 91, 7 8' 1 61, 5 5/8' 5 5/8" 5 5/8" 2W 7-1-1 T-1 9 8. 9. -15 5/8'15 5/8" 4 _1�. 8- 6- 7" 1 7" 15 5/51 6 3/4'15 5/8 N-TO .. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . ......... 'fe C 2015 XTECO INC. Nautilus F.R.L DRAWN Rolling Shutter System Ca1"DATE TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. - 1626 S.W.SILTMORE STREET 15-071 PORT ST.LLJCIZ.�a.�3,4,9,8111 tilt. DRAWING No 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 UWMUMA.S.D. SLAT SPAN RANGE DO" PRE UK tj t p ASTSIG 4'-5't > 5'-6 > 6'-7'f > 7'-9't > g'-12't > 12'-16't > 16'-20'f RANCE(psf) s 30.08 8" 1/2- 5 1/2" -__ . ... --- >41-60 8" 8" 8" 8. .4"_ 3-_31/4" >61-60 W. 4 f NOTE: 7" 1/2 3 3/4 3/4"-- MAX. SLAT SPAN FOR A >81105 __6 1/2" 5" 3 3/4' 3 3/4" SPAN GIVEN A.S.D. DESIGN LOAD >106-120 'T7:F* 3 3/4" - SHALL NEVER EXCEED MAX. B" 8" 1/2' 4 6" 4 1/2- 4 3 3/4- SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART 6" ON SHEET 15. 1>141-60 5" SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE DESIGN PRESSURE RAIING 0'-4'T > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16'f > 16'-20't RANGE(p,f) 30.0 6" 6.1 6. 6' 6. 6. 6" 5 1/2- >31-40 .1 6" 6 6.. 6.1 5 1/2" 4 1/2- >41-60 6" 6" 5 1/2" 4" 4" >61-80 6" 6. 6' ..- 4"-.- 4' >81-105 6. 6" 6" 6" 4 3/4" 3 3/4" 3 314"-- >106-120 6 _5" 4" -3 3/4" 60 3 3/�71- 1>141- 6" ti- 4 >121-140 6" 6' 5 3/4" BUILD-OUT MOUNT WAXIMUM A.&D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5,-6,t > 6'-7't > 7'-9't > 91-12 RATING > 12'-16't > 16'-20'f RANGE(p,f) LJ Q L5 E EE) @ I @ NE E I (E) _6' - 6" 6 6" 6' 6" 6" B. 6" . 6" 5 1/2" 5 1/2- 4 1/2- 4. 4" T 3/4" 6 >31-40 6" 6" 6" 6" 6' 6" 6" 6" 6' ," ! ___- 5. >41-60 _ -61. 6" 6" 6' 6'---6" 5 4" __ 4- .3 3/4" 3 3/4" 3-3/4' 3 3/4' 6' 6. 6 6 6 6' 6 6" 4" 4- 3 3/4- 3 3/4- 3 3/4- 3 3/4" - r 6. _ 7_- _____-___ _7__ - � >61-80 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" >81-105 6" 6 6' 6" 6" 6" 6" 6" 5 3/4" 4 11//2 4 1/2' 3 3/4-3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 3'/4" _ 4 1/2" 3 3/4'_ 3/4" - >106-720 6" 6" 1 6" 6' 15 1/2' 5 T/ 4 1/2' 3 3/4�';� 5 3/4"!4 1 2" -- 1>121-140 1 6" 6" 1 6" .5. 51, 1 4- 4 3/4" 4 3/4" 3 3/4"4 1/2" 4 17�ff3-3/4-_3 j/7 6- 6' 5' 4 1/2-i 4 1/2"13 3/4 471 4- 1 4" 4" 3 3/4' 3 3/4- T11 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) C 2015 TILTECO INC * Nautilus ""A"N BY: r.R.L. INC. Rolling Shutter System 04/10/15 r-TI LrEC DATE TILLIT TESTING&ENGINE ERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.SILTMORE STREET STATE 15-071 z —0:Ult...ft.I.— PORT ST.LUCIE.FL 34984 S, __f8:-0006719 PHONE:(S.)799-9056.FAX.(772)871-0990 DRAWING Na MAX. ANCHOR'S SPACING SCHEDULE Vhf FOR A GIVEN PRODUCT MOUNTING TYPE VV!5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT • •D• SLAT SPAN RANGE DESIGN PRESSURE RAMNC 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7*-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.e.f) s 30.0 —.. _—__ ._ .._....�_.. _..._—__.__ ....____ _... ..-___-- -- _._w_.. 8. 5 1/2'.._. - - SLAT MAX. SLAT SPAN FOR A >61-105 $" g" 7 1j2' S" 4" - - - - — GIVEN A.S.D. DESIGN ..—_—_ ._..—__ ._ __..... _-.. "' _..._..__... . .. ---... - .. ._.__. . ._ SPAN • -- - •---' - � PRESSURE RATING SHALL >106-120 $" 7 1/2" _.6" _.4" NEVER EXCEED MAX. SLAT >121-140 8" 6" SPAN INDICATED ON SLAT >141-I60 7" 5" 4" - - ----- .. - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAIL A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RACING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(p.e.f.) s 3D.0 6" 6" 6" 6 6" 6" 6" - >31-40 6" 6" - >41-60 6" 6" 6" 6" 6" 4 1/2' - - _. >61-90�----6. - -- -6„—._. 6" __ -- 6„ --5"- 4 1/2- >81-105 >e1-105 6" 6" 6" 4 1/2" 4 1/2" - - - >106-r 5 1/2" - >121-140 6" 5" 4 1/2" 3 3/4- >141 160 /4->141-160 B. 5" _ 4" BUILD-OUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 44''-5't > 55,-6't > 6'-7't > 7'-9't > g'-12't > 12/' 16't/ > 16'-20't RANGE(p.e.f.) E l Y �,:9 E l5' E EV' Ll E s 34.0 6" 6" 6" 6" 6" 6" 6" T66 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- 6 " - - - — >41-60 6" 6" C 6" 6" 6" 5 1/2" 5 6" 6" 6" 6" 5 1/2" 4 t/2" — — — 3 3/4">61-60 6" 6" 6„ 6" 6" 5 1/2" 5 1/2" 5 5" 5" 4" 4" 4" — 3 3/4">61-105 6" - 6" 6" 6" 6" 5 1/2' 5 1/2" 5 3 3/4" 33/4" —>tOs-120 6" 6" 6" 5 1/2" 5 1/2" 4 1/2' 4 1/2" 4>121-140 6" 6" S 7/2" 4" 4" —>ta1-rso 5., 5,. 4- FLORIDA BUILDING CODE 1{Non High Velocity Hurricane Zone} G 2015 TILTECO INC. t1)(� �' j j O�RIBY EC o iNc. Rolling Shutter System 1 LTo4DAOEts .—r.F*d.— ' TILUT TESTING @ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ` �C„sass nw.amn zt,zu.sm ucxu c+wns.n astss 1626 S.W.OILTMORE STREET 15-071 .Q':• !y•. rnw.:(sm1sTl-tsv", (sasbtt-tvI PORT ST. LUCIE.FL. 34964 %.yi Ft fiiil0¢i tta�: a-maa:seeGo®am.e"m o"nx..t" .,."""". --. _--. � 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 r~^ MAXIMUM VALUE ~^'^EE` POSITIVE AND NEGATIVE— A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE DESIGN —20' < 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31—40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61—80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >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 4 1587 540 2112 640 — — >121—140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 1322 480 1873 560 1740 640 >141-160 781 320 I'l 186 1 400 SLAT SPAN c=-------=, NOTE: SLAT SPAN DEFINITIO FT'SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT MSTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx Vy VALUES, Vy SIDE RAIL- IT-- Vx Vy FLORIDA BUILDING CODE (Non High Velocity HurCicone Zone) J, E SIC C 2015 TLTECO INC. * Ncutilus — Rolling Shutter System 04/10/15 CATE EXPERT SHUTTER SERVICES � INC. TIL | '"-"'' | SLAT PERFORMANCE CHART Ib1 & ICI: (ONLY VALID FOR 112"SLIP) SLAT PERFORMANCE CHART 11b & IICI: (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D.DESIGN LOAD(p.s.0,SLAT SLIP 1/8"AND FORA GIVEN MAXIMUM A,S D DESIGN PRESSURE RATING(p 5()AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D DESIGN PRESSURE RATING to s 0 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS Wt 2"x4"STUDS INSTALLATIONS VWO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 lH MaMAI PUMM ASA CHART Ili I Urn R CHART ICI CHART IIb I USE�/ CHART IIC I USE MVOAIY�ffnflix PoslK AND MEEATK�•U w LtMo MLI[ MAX.SLAT SPAN OL MAT REWJM MN SEPARATION USE MAXIMUM YALE BEIKW POWME AND HIBAIaE ASD.LM ISE 4AViR14 YULE BEIMDIN POSTME"MMKI E ASD.IDN W%IW4 SPAN 70 GLASS YESURED TO USE MAXIMUM POSITIVE ASD. USE MAXIMUM POSITTVE A.S.D. ASD. LINe(TL) LwL,(TT) BACK OF SLAT in 5116"0 TAPCON XL ANCHOR MIN.SLAT LOAD VALUE 5116"0 TAPGON XL ANCHOR MIN. SLAT TOAD VALUE WOOD GRADE DESIGN W 0 STORM BARS RSSSURi WALLTOM SPAN SPAN RATING MOU'Nr wA{AX.SLAT SPAN 'LMR'!•• REQUIRED AUAX.SLAT SPAN 'LMH.' (pt) d WINDtnxo2OHEREQUIRED UK SEPARAWON TD GLASS INwMu4 REQUIR93 MM.SEPARATION TO sE NOrtsIES �" 1-J 4 M�M •��X.+ ({t) (ft) 4ESIRED To BACK OF SLAT(in) A.S.D. •LMA}!.• (ft) (!t) 4ESURED ro BMS(OF SLAT(in} DESIGN SOUTHERN PINE I2(G=0.55) 60. _4'-5' 4'-5" DESIGN PRESSURE WALL DuuD-o0r BUILD-our WAU.TRUTED W 0 STORM BARS PARE WAIL BUILD-OUT BUILD-OUT ww.TPravm W/0 STORM BARS --� -- !_- '•---..� RAM MOW uoU/N�r w/ uou w/ °B16D"O1n RATING MOUNT uou w/ uou w/ t ButD-art DOUGLAS-FIR-SOUTH(G=0.46) 60 4'-5• 4'-S' G'-D" 'E`J WM��R18fla WIND ZONES WIND ZONE (Pe) ( Y�++r WIND ZONES WIND ZONE `- -'- -'"'- '— �) (SEC NOMA) (SEI WRES6) (SEE:NCTIMA) -N�A t-3 4 (SEL NOVA) (SFE NOIESA) (SEE NORSA) 8 1 -3 4 SPRUCE RINE T8(G=0.36 60 4'-5'- 4'-5' 30.0+ t0'-o" 10'-0" 10'-0" 8'-1' t` 8 1/2" 30.0• 8'-3" 5'-3" W-3" 7'-7" 1` 8 ..._..___..___�. .__.___._ .____..._ 35.0 10' Y 8 1/2" 35.0" 7,-9" 4Q.a- 10'-0" t0'-4" TO'-O' Y-5' t` __. 8 1/� 4D.4'+ 7'-7' 7'-7" 7'-7' 7'-0"- .0 '-0" i"_- 8 tj8' ... —.._... _.�.. __...-_.. _�..__ _.__. _._ ..- �_ . _ 45.0+++ 10'-0" 10'-0" ID'-O" T-2" I' 8 1/2_ 45.0�' 7-4' T-4' Y-4' - 6'-9" �1 8 1/b" •.Yp -.__. Sao- tD'-0' 10'-0' t0'-0" T-D` t' 8 7%Y 50.4+'+ T-3' T-3' T-3" 6'-6' t" 8 }jg" .. , 100' t0�0" 6'-9" t' 8 1/2' 55.0+++ T-3"_ T-3' T � t0'-0' t0'-0" t0'-O' 6'-9' t' 8 t/2` 60.Q+"' 7'-3" T-3' T-3` 6'-2" f" 8 7 8" ..... .............. ...........I I SLAT PERFORMANCE CHART IIII: (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) SLAT_._, ' SPAN FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.S. AND SHUTTER MOUNT CONDITION FOR Q FOR A GIVEN A.S.D.RESIGN LOAD iR S.Q.SHUTTER MOUNT CONDITION INCLUDING INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS Wf0 STORM BARS PER DETAIL 2 BELOW I',n z J CHART iIIbI TlIiICSLAT SPAN DEFINITION AIbSSEe/ CHART I 5116"Q TAPCON XL ANCHOR USE LtMXaR M YULE BDTM P09TA£AND MMITME ASD.LOlk 1)5E MAXIMUM VALUE A.S.D. USE MAXIMUM VALUE BETWEEN POSITIVE USE MAXIMUM ' .`NaIL y M 5';; LOAD YAWE t'-S' � 5/7fi"O TAPCON XL ANCHOR MIN.SLAT AND NEGATIVE ASD.LOAD A.S.D.LQriQ VALUE SPAN MAK SLAT I UN.SLAT I ' OM ' ` i MAX.SLAT SPAN 'CHIN.' REQUIRED)AML SEPARATION TO GLASS SPAN SPAN To GLAM p TD � '.. � MAXIMUM H eActL a Sur 0+> \.,\:\•V" Asa. 'LANK• (FT) ( ) YFRIRED ro BACK OF SLAT(IR) DESIGN 'LMAK'(FT) •CMM.' (F7) �",.�',•'\ PLriot700 AND PRESSURE WALL t?UIID-OUT BUILD-oUT R' tR'�^RD LOAD WALL,TRAPPED WALL.TRAPPED (2)2`a4"WOOD SUDS r LL TR Dur W/O STORM BARS a BunD-o4t a PURD-our W/O STORM BARS " Yn EACH SIpE,DEYONO RATING MOW MOU w/ W/ (PS() a uNr u (m'. )t (P40 C6J y —1 ND ZONES WIND 20NE d d ND ZO WIND ZONE t$NOftSa} TREE tAY1E5a) !SEE A10=6) A T-3 4 STE NOTIN a SEE NDIER A I-3 + DETAIL 1 (ELEVATION) 30.0• T-6" T-6" 7'-6" W-7" 1., _ 8 1/8" 30.0+ 6'-6' 35.0++ �7'-2" 7'-2' 7'-2" - 6'-4' t` 8.1/8 .v 35.0 40.0++ W-9" 6'-9" 6^-9' _ 6'-1' 1' _ A NOTES 45.0+++ -6'-8' 6'-8" 6•-8" 5'-1 t" __t'_ -_._...8 )/8" 510" 0'-0' 1 . " 5" 50.0+*+ 6'-5" 6'-5" �6'-5' _ 5'-9" _ t" _ _ 8 1%8" 50.0+++ V_9" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0- w- —e_t/e' 55.D+*+ -5'-T' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A. SPACING 60.0+++ 6'-1" y6'-1" W-t' 5'-5' 1' b tt 8' 60.0�*+ 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.5.0. DESIGN LOAD. •YR MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH i' "/,�:• > %%7 •' SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF //- i- ---- aG / _..___________ _________...___._, *VALID Ftli DOtXiAS-FlR-9'JIISH(G�.46} THE FLORIDA BUILDING CODE.'MINIMUM LENGTH OF WALL AT EITHER F......T. ,,_.�..�.I S011IFERJ PINE#2(00.55) SIDE OF OPENING SHALL BE 33". .�--' SPRUE PINE-FlR-591(G=0..36) i SPAN +•VALID FOX!DOU4AS-FIR-S UM(13=13.46) 50JTFFRN PINE#2(G=0.55) ' � z "*VAUD FOR SOUTHERN PINE#2(G=0.55) W-1 3/4' s a SLAT SPAN DEFINITION FOR WALL MOUNT d G,i dA !Mo.. FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ' tD•-0"FOR BUILD- OUT IIA%.OPENING VADTN 1 ^• �� '• "'• t� /// C 2015 TILTECO INC. DRAWN BY: G. m' INSTALLATION INTO WOOD FRAME STRUCTURES P 'L�GENSFr�_.� N G u t f l u S F.R.L Rolling Shutter System 04/10/15 ;_ 1 L E C C3 INC. DATE 4,� EXPERT SHUTTER SERVICES INC. ,. TICCIT TESTING&ENGINEERING CONpANY ,.. .. 'P YYAJOG AND E A. c tlm eiln.lws,v`ciNu cARRENs. aTls6 1626 S.W.BriTMORE STREET 15-071 -1/2 ) ,twe)an-Isn ,'CC PORT ST,LUCIE,fti. 34984 Yl7` (2)2".6"YIGOC STUDS ?••O'• l STA E OF ,�_ e- a'I:liIICGP®d01.[arn PxONE:THAI 1ae_PnSo- nnv.,>,+>"+. ""^" DRAWING Nn (TrP.EACH SIDE,BEY",1 "�''. SCHEDULE 1 c 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 7'4"MAX.MULLION SPACING SPACING(ft)* (FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(TT) 1AAx MAX. © �p.S G4'x7'xt/4'THICK(318'FANGE)MULLION DuAawuu 4"x6"x114"MULLION 4"x8"x114"MULLION G2 4"x7"x4THICK wuuuu 4xx1/4MULLION 4x8x114MULLION PRESSURf MULLIONtE c 'RANGE}MULLION N RATNO R (Pae•) (ft)• 1 (P��'1') O• ORIENTATION �1 Qo)t ORIENTATION(f2(Q)t ORIENTATION 1 (0)1• ORIENTATION �2(Q)t ORIENTATION 1 (�)t ORIENTATION�2(Q)t ORIENTATION/11 �1' ORIENTATION 82(0)'f ORIENTATION #1 k='f Oft1EMAT10N)p2(�) ORIENTATION#2(Q)t END INTERIOR END INTERIOR END INTERIOR END INTERIOR ENO END INTERIOR END INTERIOR ENO 117194104 END INTERIOR ENDF-126 R END INTERIOR 30.0 T-0" 12'-6' 12'-6' 52-6" 12,_6• 12,16, 12•_6• 12_6, 12'-6," 12,_6, 12_6• 12,__6' Stl.O 7,-0• 12-6• 14•_6• 12^6• 12,_6, 12,_6•_ 12,_6• 52,_!6, 72•_6• 12•_6, 35.0 T-D" 12•_6• 72'-6' F2'-6" 12•_8• 12•_6• tz�6" 72'-6" 72'-6' 12'-b' 12T6' 12'-6' 35,0 _T�0' 126' 12`-6' S2'-6� 12'-6' 12'-6' 72"-6" 12'-bi 12'-6_" 12•_6• 40.0 T-0• 12'-6` 12'-6' 12__-6-6• 12-6° 12'-6" 12'-6' 72'-6" 12'-6" 12'-6• _ _ 12'-6' 12_-6" 0.0 __Tr0• 52'-6' S2'-6• _12'-6• 72'-6' 12'-6' 12 6'___12'-5_ 12'-6' 45.0 T-0' 12'-fi 12'-0• 12'-b"_ 12'-fi' t2'-6• 12'--6" - 72'-6` 12'_6' __._72'-6^ _- 12'-6" 12•_B•-" ;r3.0 _ 7'-0' 72'-6' 12'-q_ 12`-6" 12'-6" 72'-6` -72'-6' 12•-6• 12•_6" _12•_6• .. _. .._ _ 50.0 T-0' 12'-6' 17 7'. 12'-fi" 12'-6"_ 12�-6-6" 12'-6"_ 12'-6 _,12'-6" .___12'-6' ,._ _ 72'-6 _12'_6'_ �.0_,,._.T-O 12'-6' 1,1:-7' 12'-6° 12'-6` 12'-6' 12'-6' 12'_6' __ 12'-6. _ 1Y B55.0 T-�" _12•_6' 11__3'_ 12' e' F2-6" 72-6' 12'_3• 12'_6_ 1212=-6� 12'-6" /2'-6' .t2'-6' 55.0. T-0' 72'-6" 71'-3` 12'-6' 12,-6' S2'-6' f2'-3" 12'-6" 12•_6• 2_6• 60.0 T-0" T4'-6' 10'-11" 12'-6` 72'-6" 12'-6• 11'-11" 12�fi" 12-612'-6• 12'-5" 12'-6' gQO 7'-0' 12'-6' 10'-I1' 12'-6' 12'-6" 12'-6' 11'-11` 12-fi_ 12'-fi� 12'-6' 65.0 7'-0" 12'-6' S0'-8' 12'-1• 12'-6" 12'-6"_ 11:_7" _72 6" 12'-6` ... ..12-6`-___........ 12'--6-6'_ 12'-6" _ 6500. _ T-O_ t2'-6' 10'-8,__. 12'-i` 12-6_ 72-6" ii'-T 12'-6" 12'-6" 12-66•._ 12`_6' 70.0 T-0' 12'-6" 10'-5" 11'-6" 12'-6" 12'-6" 11'-3" 12'-6" 12-6" 12-6" 126" 12'-6• -]�1 7'-0' 12'-6' 10'_5° 11'-6_ 12'-6" 12'-6` 11'-3" 12'-6 12'-6"� 12'-6' 12'-6"- ... .._ �. __. ._ __._. _.�_.... _ _ _ .. 75.0 7'-0" 12'-1" 10'-2' 10'-11" _12-6` 72'-6" 11'-0' .11'_11' f2'-6' -,___52'-6" .,_.___I2'-b' 12'-6" 0 T-0' 72'-1' iD'-2' 10`-ll' 12°-5'v 72'-e' ii'-O' 77'-It' 12'-6' 12'-6' 12'-5" 60.0 7'-0" 11'-6' 9'-71' 10'-6' 12'-4' 12'-6" 10'-10" 71=5° 12'-6" 12'-6` 11_-11' ..12'-6` _&f0 T-0' 71'-6' 9;-11'„ 10'-6•-_12-4' 12'-6' 1q'-10" 11'-5" 12'-fi' 11'-11" 12'-6" ii'-O" -�9'-9' 10'_2"_ 72'_1^ 12•_6^ 5q'-7• t1'-0" 12'-6' �_ 126 11'-4• 12'-6" .O T-0" ii'-0` 9'-9" _10'-2_„__72'-5_ 12'_8• ._.10'-7" 71'-0• _12'-6" 11'-4' 12•_6' 90.0 _7'-0' 10'-7" -9'-7" 9'-10' _71'-10" 12'-5" 10'-5," 10'-8" 12'-6' 12'-2`-- 10'-10" 1T-6' 7'-0• 1)-7• 9'-7" _9'-10• 11'-70°- 12'-5'_- 10•-5"- 1O'-8- 12'-6' 10'-10" 12'-6� 95.0 7'-0" 10'-2" 9'-5" g-V I V-77` i t'-11' 10'-2•-_ 10 7:4 12'-6T -. 11'-9" -. � 70^5' 12'-6" _65,4_ 7'-q' t0'-2` 9�5" V-6' 11'-7 11 i t' 1 O'-2` 70'-4' 12'-6' 70'-5' 12.=6" _ 700.0 - T-O" 9'-10 �9'-J" �9'-3`_ 11'-5`- 11'-6" 7D'-0" 10'-1` 12•_6-_--11'-5' - f0'-1' 12'-6" T-0' 9''10' -9'-3'_ _ 9'-3' 11'-5'- 11_6'- 10,_0•_' 10'-1' 12'-6' 10'-1* 12'-6" 105.0_ T-0_ �9'-6" 9�-1, 9'-1" 17'_3' 11'-2" W-ID" 9'-10' 12'-6' 11_-7" _ 9'-8" 12'_6" 0 --7'-O" 9'-6' -_ 9'-t• 9'-I' 1t'-3• tt'-2° 9'-!0" 9'-10' 12`-6'_--9,=8' t2-!_b` 110A T-0" - 9'-3' -8'-51" _8'-70' 51'-1" _1 D'-10" V-9" -9'-7" 12'-6" _ 4 10'-9�" i 9'-5" 12^6' _ 1 0 _ T-0' 9'-3' 8'-11" 8'-10' 11�-1' 10'-10' 9'-9' 9'-5• _12_.^_6• 115.0 7-0"- 9_O - 8'-10" 8'-7- ip_-11' 10'-7" 9'-7-- 12'-6` __-70=5" -�- 9'-1" - 12'-fi' 1 0 T-0' 9'-0'- e'-10' 8'-T 10'-1 1', 50'-T 9'-7 9'-5" 12'-6' 120.0 7'-0-0`-- 8'-9" $'-8" _- 8'-5" t0'-9" 10'-3" 9'-5' 9'-3- 12'-6' 10'-2'-_- - 9'-i0' 12'-6" 120.0 _T-0' 8'-9' 8'-6" B'-5 10'-9" _ 10'-3' 9'-5" ..- ___ -.--.____-_ _._..- �._... .. ...._. _- 7" 125.0 T-0" 8'-6" @'-7" @'-2" 10,_7. 10._0". g,_4° g,_1^ 12'_5"_ ..__ . ..9'-11" B'-7" 12'-8'.. 125.0 ..7�0�.. _ 8-6•__ 6�7, 8'-2, 130.0 7'-0' 8'-4" 8'-5` @'-D' t0'-6" 9'-9" 9'-2• 8'_t t" 12'-6" 4'-9` 8'-5' 12'-8" .O T-0' $'-4` 8_5' e'-D' 10'-6' 9'-9_ 9'-2�_ 8_-il: 12'-6'� 6" 135.0 T-0' $'-2' 8'-4' T-9' 10'-4" 9'-7" 9'-1• $'-9' 12'-6" 9.--6_ B'-2" 12'-6" J'-0' e'-2" B'-4' T-9' 10'-4' 9!-T 9_-1-1" B'-9' 726• 0�_2 _ 12'-6 140.0_ T-0' 8`-0" 6'-3" Y-7" 10'-t" 9'-4' 9'-0` 8_7" 12•-6` .,. 9'-4" ___ 8'-0" 52'-6" ,.,_T=0' 8'-0' 8'-3` T-T 0'-3' 9'-4" 9'-0` 8'-7" 12-6 8'-0' 12'-6_ 145.0 ._.T-O -7-10' _8-2' T-5"_. .g_9:._ _9. 2 8�1O" 8'-6" 52'-6" ._9'-2 T-10" 12'-6' t .0 T-D' T-10' _8,_�•__...T-5°_.. fl � -9TAZ..-' 6 10. =�._6.....-12'-6' T-10' 12'-6' 150.0 T-0` 7'-8• 8'-i" T_=4' ......9'-5' 9'-0` 8'-9" 6'-4" 12'-6 _. .__ 6'-it" '__ T-8"_ _52'-6" 500 ._7`0". _7_-8_ _8'-1•_ 7'-4' ' ' 8'-9• 8'-412-8' T-6" 12'-8`155.0 7'-0• 7'-6" 8'-0" 7^-2-2" 9'-2� 6'-10' ._8'-8'..._.88 12'-5" Er T-6" 12'-8^ 155.0 7`-0" T-6• 8'_0' - T�2• q''"10' 8_8' B`3' 12'-5` T-6' 12,_6• 160.0 T-0' T-4" T-t 1" T-0' $'-10" 8'-$ 8'-7" $'-1` 52'-2` e'-6,_.._ 7'-5' 12'-6' 180.0 T7' -T '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. r END MULLION z I j I_INTERIOR 1 I MULLION �g�`1tt1R p i1TI«f�*�4i FLORIDA BUILDING CODE (Non High Velocity Huniccne Zane) _,5.-,Ti _.S"__...... �1\.Q ,,��!'•EN '•',• 'ri L 2015 TI47EC0 INC Nautilus DRAWN`BY: MULLION SPACING:"S" Rolling Shutter System 040ATE15 TILUT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ]8llT 5�,7.-]a].aac•n,Gu�EtI-n.]Jess 2626 S.W.SILTMORE 574984 15-071 I]ns7tl9zl:UK .tla.:(]¢578'11-15]: �A•, P _ PORT 5T .... - . SLAT PERFORMANCE CHART lb I & IC 1: (ONLY VALID FOR 112"SLIP) SLAT PERFORMANCE CHART 111DI & 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.(1,SLAT SLIP 118"AND FOR A GIVEN MAXIMUM AS 0 DESIGN PRESSURE RATING(p S OAND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D DESIGN PRESSURE RATING(P s 0 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS VVI 2'X4"SIUDS, INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WtO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 IIb1 CHART USE W/ USE W"VXUE BEIVW POWME"NRIATK AW LAND CHART Ib I U-11111w/ CHART IC1 mi CHART JJC I mw" Asn MAX SLAT SPAN ift SLAT RMUn MIN.SEPARABC1111 WE WMN VAUE BMWER POSIGME 90 NIZAINE ASA LW USE""VALUE HEMIN FOM"NEGIGNE ASD. Sm To CLASS MESURED TO "D. (11) RUX OF SW in USE MAXIMUM POSITIVE"D. USE MAXIMUM POSITIVE ASA. WOOD GRADE DESIGN 5116'0 TAPGON XL ANCHOR MIN.SLAT LOAD VALUE 5116"0 TAPCON XL ANCHOR MIN. SLAT LOAD VALUE IRESSURE wAiLW/O M BARS SPAN SPAIN RAIDIO .Dixo-Dur MAX.SLAT SPAN -LAIN. REOUM W SEPARATION TO CLAM MAXIMUM REQUIRED MAX.SLAT SPAN *LMIN-* REQUIRED MIN.SEPARATION TO GLASS CP-f) W-0 WIND ZONES WIND ZONE MAMUM A.S.D. (ft) A.S.D. -L.MAX' (f) NESURED TO BACK OF SLAT(in) "LmAx, (ft) NESURED TO BACK OF SLAT(in) DESIGN DESIGN SOUTHERN PINE#2(G=0.55) 60 4*-S* 4'-5' PRESSUM WALL LD-OUT BUILD-DIMIT 'a'L TRWW W/O STORM BARS WALL BUILD-OUT BUILD-DUY WML TRAPPED M BARS DOUGLAS-FIR-SOUTH(G=0.46) 60 4'-5' 4'-5" r. MOUNT Mo RATING uOuNt mot W/ mov / A W�Ovr W/O RATU40 W/ mot W/ 0 w T.A "No ZO ES WIND ZONE 60 4'-5' (P'I)' SEE No=6) (SEE NOTES A) (Sm NOTES A) 1-3 4 SPRUCE PINE-1�-�ITH(G=0.36 60(Pe) Bu, (SEE NO=A) ZONES WIND 4 ZONE 30,0 to'-O" 10'-0" a I?L2�'.. 3_0.0* 7'-7" a 1/8- 35.0- -T�OV- 1/2' 35.0 7'-9' 7"-9" 7'-9" 7'-3" 1" a ]/a- 0. 40.0- 10'-0' 10'-0" IV-0, 7'-5" 1. a 40.0 45.0-;;;7 ..10-0" 7'-7- ?'-7" 7'-7- 7*-0" 1 a 1/8- _0- t" 2- a 1 45.0 7'-4* 7"-4" • 1' 8.1/8" YR __7_ 7' W.0 1/2' -o" -0" f7'--3" 7'-3-J�- To' i.U- .0 Va: 55.0 10' a-T, . �iL -4 -- 60,0 To�-cr io--o- s--g- V-3" 7'-31 6*-2* 1- 8 1/8' ---- •--- SLAT ---SLAT PERFORMANCE CHART MI: (ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) SPAW"-' FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P.s.Q AND SHUTTER MOUNT CONDITION FOR FORA GIVENAS.D.DESIGN LOAD(ps,Q,SHUTTER MOUNT CONDITION INCLUDING INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW w _____j TA USE W/ 6 CHART IHb 1 CHART HIC I a0 SLAT SPAN DEFINITION 5/16"o TAPCON XL ANCHOR USE§UXLM VAUIE BENEEN POST M MWK tm 51'.FoR USE MAXIMUM POSITIVE AS.D. wN1 USE MAXIMUM VALUE BETWEEN PO%BVE USE MAXIMUM POSITIVE f-5FOR 5116"0 TAPCON XL ANCHOR MIN.SLAT LOAD VALUE AND NM71VE A-S.D.I= A.S.D.LOAD VALUE mm-m Iwuxt SPAN MAX SLAT MIX.SLAT REOUWM MIK SERARVION 01,90C SPAN SPAN TO GLAW IIIIIASURED TO m MAXIMUM! MAX SLAT SPAN 00' REQUIRED VW.SEPARKBON To GLASS DESIGN "LAIX* (FT) 'LUIN.'(FT) B"K OF Mf AS.D. 'LMAX' (FT) MESURED TO a4rK OF SLAT(in) 727 PLYWOOD AND LOAD WALL TRAPPED WAU-TI'APPED (2)2-.4-WOOD STUDS DESIGN BYP.EACH SDE.BEYOND)t PRESSURE WALL SULD-Our SUiLD-OUT RML M�PPGD (pSf) &BUILD-OUT &WU)-OVT W/O BARS Yn RAMNO MOUNT MOU W/ W/ W/O BARS I (a 314% YpUM (P.1) IMDL V,"(6 WIND ZONES WIND ZONE a (V WIND ZONES WAD ZONE (sm NOTES 6) Ism NOTES A 1-3 4 SEE NOTES A SEE was 6 1-3. 4 DETAIL 1 (ELEVATION) 30.0 7'-6- 7'-6' 6'-7" 1 m2 30.0• V-6' 35.0 -1 35.0 151-3, __I�-2� -2' 7-2- 4110 6'-9" 6*-9" 6'-9" 6'-1" 1 40.0 6'-0"- A NOTES 45.0 6'-B" 6-8- (F--e 1-1 --,8 1/8" 45.0 0.-0. 1• 5. 50.0 6--5"__ 6'-5 _ -6'-5"__ _ 5'-9' _ _ t• _ __ e t e' .D V-sr 1, ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0 6'-3" E'--3- E. a 55.0 5'-7" ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0 6--1-- /8- 90.0 5-5- IS 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 DOL*L4S--FIR-SOUIH W0.46) THE FLORIDA BUILDING CODE.'MINIMUM LENGTH OF WALL AT EITHER - - ---------- SFINE#2((=0.55) SIDE OF OPENING SHALL BE 33". 7 SPRL)CE PINE-RR-STH(G=036) VALID FOR DOILICLAS--FIR-SOM(G=046) SOUTHERN PINE#2(G=0.55) VAT D FCR SOUTHERN FINE 12(('-55) js sSLAT SPAN DEFINITION {FOR WALL FOR WILD-MOUNTOUT E "v C 2015 ILTECO INC. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone11 ) O' RAWN 1; MAX.OPENING YAOTH INSTALLATION INTO WOOD FRAME STRUCTURES r,.-"\\�jENSe N o u tilUS DF.R.L. --4 S Rolling Shutter System04/10/16 4 -w- EXPERT SHUTTER SERVICES INC, W LUCIE.RE. g 1626 S- .BILTMO STREET 15-071 S STATE -0.Vt...0..]-. rax I>»i D�AWING N. _1/2'PLYWOOD AND PORT ST 34 a (2'2".6"WOOD SPUDS YR (TIP.EACH SIDE,BEYOND;I MAX.ANCHOR'S SPACING SCHEDULE V1 FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANnE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"W'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL I ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE SLAT SPAN RANGE A.S.D. DESIGN WOOD GRADE 'N'ESSWRE WOOD GRADE RkDNO PRESSURERANGE RATING PAN >5 to 6*>6 to 7'*>I to V >9 to W4 Wf) 0'-$to 4!-S' SOUTHERN PINE #2 CSOUTHERN PINE #2 (G=0.55) (G=0.55) 6- 6"_ 6"_ 4 i7473 1/2" 60 6. 60 6- 6' 5 3/4" 5 1/4" 3 3/4- Y DOUGLAS-FIR-SOUTH s30.0 6" DOUGLAS-FIR-SOUTH 6" 6" 61. (G=0.46) 40 6: (G=0.46) 40 61, 6" 6" 1 5 1/4' 5 1/4 4 1/4 SPRUCE PINE-FIR-SOUTH < 30,0 6" SPRUCE PINE-FIR-SOUTH 30.0 1 6" 6- 1 6" 6" 5 1/4 (G=0.36) (G=0.36) BUILD-OUT MOUNT TO 2"X6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE A_&D.DESIGN WOOD GRADE PRESSURE >4�! >5'-5' > > > PAT=RANG' R0eno I:= �j -OUT Buju� -OUT Cr UT 4611 Rr J(E 'Mu.w w (.0 MOUNT IN E MOUNT W�fin MOUNT Z@j-�rNr W;nE W'DUNT W;IQE ..O.A W=W OE YOUM W E YWINT WAR 30.0 6" 6" 6" 6. 6. SOUTHERN PINE #2 __40 6—" 6"_ 6" 6".__6 5-1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 5 1/4" 5 1/4"- 41, IF 3- 3" 60 6" 6" 6' 6* 6' 6" 5�13/4--5 1/4-_ 4- r.� r DOUGLAS-FIR-SOUTH r 30.0 6' 6.1 61. 6" 6" 5" 6" 6" 6 1 1/2" (G=0.46) 40 6'. 61, 6" 6" 1 6" 61. 5 1/2" 5 1/2" 5 2 5 1/2" 1/2" SPRUCE PINE-FIR-SOUTH 5 30.0 6** 6.1 6" 6. 6- 6" 6. 6" 6" 6" 5 1/4.1 (G=0.36) m FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) hiMAX. SPAN FOR SLAT FORA Q1,. GIVEN A.S.D. DESIGN LOAD • ... "'p V 2015 TILTECO INC. DRAWN In: E N f.R.L. SHALL NEVER EXCEED MAX. * Nautilus SLAT SPAN INDICATED ON Rolling Shutter System 04/10/15 SLAT PERFORMANCE CHARTS .4--s DATE z EXPERT SHUTTER SERVICES INC. ON 20 SHEET. cg�� 15-071 E —N.N.3%,.,.-M.— R. 1526 S.W.SILTMORE STREET z —: ...1305}3x1-1331 PCRT ST.LUCIE,FL.34984 DRiAING N, 0:tft—D.W.— 90 EE-10006719 P�GNC.:(800;'749-9056.F�(772)871-0� 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)'* AsMaM STORM BAR SPACING (Fi} DESIGN PRESSURE RA`"NG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' St 30.0 ]1'-0" 11'-0" 1]'-0" ]1'-Q" 11'-0" i i'-0" i t'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-0" t i'-0 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0', `,,� ... .__._._..__ _._...__..______.._.. _.. __.__.__-_. ._._ - / 1_OR MORE STORM BARS PER SHUTTER. " 11'-0" -_ BARS _----. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1]'-0" 11'-0" 11'-0" 11`-0" 11'-0" 45.0 1 i'-0" 11'-O" i1'-O" ill-011 ]]'-0" 11'-0" 1 1'-O" ]i'-O` 11'-O" 11'-0" __ _ _ _ __ 50.0 11'-0" 11'-0" 11'-0" i i'-0" 11'-Q" ]1'-0" ]1'-0" ll,-o', 11'-0" 11'-0" * '�S REGION iS ONLY VALID FOR INSTALLATIONS i -._ -_--.--_.-_....__-- .- . ----•.--_--. ____ -__._.. . -- ----__..__---*_ 'W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 i1'-0" 11"-0" 1i'-0" 11'-0" 11'-0" 11"-0" 11'-O" 11'-0" 11'-0' 11'-0" 60.0 11'-0" 11'-0" 1 i'-0" ill-01. 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - 65.0 11'-0" 11'-0" 11'-0" ]1'-O" 11'-0" 1 1'-0" 1 1'-0" 1 1'-Q" 1 i'-0" * - 70.0 l]'-O" t i'-O" i i'-0" 1]'-O" i T'-0" 11 1-0 ll ]1'-0" 11'-0" * 11'-0" * - 75.0 11' 0" 11'-0" 11'-Q 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 80.0 11'-0" 10'-10" * - - 85.0 ll,-O- 11'-0" 1 i'-0" 11'-0" 11'-0" 11'-O" 11'-0" 90.0 11'-O" 11'-0" i]'-0" 11'-0" i 1'-0" ll,-0- 95.0 ]'-0"95.0 i]'-Q" 11'-0" ll'-O" 100.0 11'-O" 11'-O" 11'-0" ii'-o" 11'-0" - - - - - 105.0 ll'-O" 11'-0" 1 1'-0" ]1'-0" 11'-0" - - - - - 110.0 ll'-O" i 1'-0" 11'-0" ii'-o" ]0'-10" - - - - - ------ _-_ --------._. .----- 115.0 11'-d" - 11'-0° - 120.0 i 1'-0" 11'-0" 11'-0" ii'-o" - - - - - - 125.0 91"-0" 11'-0° _ _11'-0" 10'-10" -- ----_--- -- --^- --- - - 130.0 i]'-0" - 135.0 i 1'-d" 11'-0" 11'-0" - - - - - - - _ 140.0 ll'-'O" 11.._0..._ _. 11'-0" 145.0 11'-0" -i 1'-o° . 10'-11" 155.0 11'-0" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS-IN HIIIII', If FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ��`��( ,...•••.. �'-ice C 2019 TILTECO INC oRAwN er: __.. _-.. EN� •:,� -,� �� _ N a u t i l u s F.R.L. ��i.�G�. dN Rolling Shutter System o4/fops DATE � TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. N.,,.3-v..w.3a+.•nNsw*w q a M n...1. 1626 S.W.81 MORE STREET i`5_071 �..= i3gs189t-1e]0.car<t009j4Tt-ts3t PORT ST. LUCIE,FL. 349E4 S1ATE Fe-mo1L GIl"cq®ggl.eqm PHONE:(800)749-9096.FA%:(TTT1 RTH. I-Aen DRAW NG N. A'•• FR-nnnaTiR TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 2) FOR A GIVEN A.S.D,DESIGN LOAD(p.s.Q,&STORM BAR SPACING (ft) Mw" A-SDI STORM BAR SPACING"a"(FT) Aam STORM BAR SPACING"a"(FT) DESIGN DESGN PRESSURE PRESSURE 7T 3' 1 .3.5' 4' 4.5' 5' 5.5' 6. RVING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 5.667' ROM 2 2.667' 6.667' 430 (P-) 30.0 _ AB,C,D_ A-B,C,D AB,_C.D AB.q.D AB,C,D AB,C,D AB.C.D A,9AD_ A.BC.D AAC'D 30.0 A�BC. _ AAC.D A.B.2,gB C.D C.D A,B,C,D .�BXL _LB_& AC _ �_ ____ L _ 35.0 A.B.C.D A,B,C,D A.8,C,D A.B.C.0 _A,B,C,D_ A.B.C,D BCD A,S,C,D A,BC A C 'a A,B,C,D A.B.C. A,B,C,D A.B,C.D A,B,C,D A,B,C,D _AB.C.U__ 'a, 40.0 kB,C D B.C.D A,B,C,D kB.C.D AB,C,D AB,C,D CD (;,k.. ABAD A,B,C,D 40.0 A,B,C,D AB,C,D A,B,C,D A,B,C,D AAC AJ3.0 45.0 A.B.C.D A.B,C,D A.B.C.1) A,B.C.D, ,BZ.0 AB.C•D AB C.D.... C.q B.CD BC 45.0 A.B.C.D A,B,C.0 AB,Clu A.B.0 A,U.0 A.8'C A A A A A,B,C,D B.C.6 A .C. A.B.C.D. AB,C,D q,D B.0,D 50.0 50.0 _AL _. 55.0 A.B.C.0 A.B.0 D A.B. _L.B.C.D B.0 A,B,C 65.0 A,B,C,D A,B,C,D. ABC, A,8,C A A A _A_ A A. 60,0 A.B,C,D A.8,C.D A,S.C.D A.B.C. A,13.C,D A.B,C.0 A,BAD B.0 A.B.0B.q 60.0 A.B,C A A.B.0 A.B A A A_- A A D A 65.0 -A.B.C.0 A,B,C,D TE3.C.D A.B,C- A _A,8,C.D_ AA65.0 A�B.C.D ABC __A __A. 70.0 B.CPL A,B,C,D A,B,C,D __A,H.CR. A,B,C,D A.B.0 A,B.C. A,B.0_ A.B A 70.0 A,B,C,D A.B,C A.B A A A A A .. -A A. ------- 1�3 A A A A 75.0 A.B.C,D A.B.C,D 6, _D AAC.D B.C.0 BC____K8,Z _1 754_ A�BC.D A,B,C A A A A A,B,C -A.B.2.. _�0.0 AB,C,D AB,C.D A,B,C.D. A.8,C.D A.B.0 A,B,e A A A A A 7, A,B,C,D &B A_8.C_D B.0• A.B_C A 85.0 C 90.0 AB,C,DA,B,C,D-� &B.C.D B.0 A,B.0 ABC 90.0 A.B C A A _A� A A 95.0 AB,C,D A,BAD AB,C,D A,B.0 A,B,C AR A A A A A A A A 95.0 A.B,C --------- 100.0 _��.B.0,0 A,B,C,D D A,B,C A.B.0 _A A_ _A... A 1004 A.BC A A- i A A -A 105.0 A.B.C. AB,C,D A,B.0 TO 570 &B _-A A. A _Z 110.0 A,B,C,D A 13 C 0 C A,B,C A A A A 110.0 A A A A 115.0 AB.C,D A,B,C,D 8X T A" -A -A 115.0 1 120.0 A.B�._6_ A,13,C A.H,C AB __A A A _.__A A A 120.0 A A A' A.B.0 A, � 125.0 B. D A.B C T A A T T' - 125.0 _A 130.0 A,B,C,D A,B,C AAC A -A A A A A 130.0 135-0 A.BCD. ).0 A,?.q _A A A 1354 A A A M.0 BtC_D� E 140.0 AA A 145.0 A.B,C.D A,B,C A.B A 145.0 A A 50.0 8 C.D a q__A A.__.._. _.A 150.0 1554 A.B. &D A -------__ 155-0.1 A A AB.C- -A.B A A A -A- 180.0 ANCHORS TYPE LEGEND A 3/8-a CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5- Mi.. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"oxI 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 1/4o.3/4" ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1/4"0-20. 18-8 STAINLESS STEEL MACHINE 10�111'Nk A. Tjj SCREWS tjjUS DRAWN DY: C2015 TILTECO INC. k\rCE)V.c- Nau D 5/15"o ITW/BUILDEX TAPCON ANCHORS W/ Rolling Shutter System 04/10/15 T 2 1/4" Min. EMBEDMENT*TO POURED 77iL=EC 0=-w- DATE CONCRETE (f'c = 2899 psi) E TICCIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.SILTMORE STREET 15-071 '-'STATL .-:h Ult...V.w. DRAWING N, 'OF PORT ST. LUCIE,FL.24984 -905�,FAX:11721.7-- EMBEDMENTIS BEYOND ANY FLOOR CEILING FINISH (800))49 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.Q,& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) SPACING(ft) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX A.S.D. MAXIMUM 4"x6`x114"MULLION Gt 4"x8"x114'MULLION @ 4-x7'xlt4-THICK(30 FLANGE)MULLION i6A.&D iEh VAVMUM 4"x6"x1/4"MULLION G1 4"x6"XI/4"MULLION G2 4*x7'x1/4'THICK DESIGN MULLION PRESSURE MULLION PRESSURE SPACI §11 RANGE)MULLION RATING (ft) RATING SPACING (pi.f.) (=)T ORIENTATION 82(9)t ORIENTATION #1 �=)tj ORIENTATION 82(0) ORIENTATION#1 (m,)t ORIENTATION RATING ( al-) ORIENTATION #1 (o)t ORIENTATION#2(0)t ORIENTATION#1 (-)t ORIENTATION 02(G)t ORIENTATION#2(G)t - END r INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR ENDINTERIOREND INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0- 9'-8- 3- 10'-7- B'-O- 12'-6- 9,-6" 7'-6' 12P-6" 30.0 20'-0' T-10" 9'-8' T-3' 12'-0* 9'-4- 10-7- s'-o' 12'-6"_. 7*-5" 124-6" 35.0 20'-0' 9-3" 6*-V 1Y_5. 8*-8' 10*-0' 7*-7' 12'-6* T-11^ 6'-11' 12'-6, 35.0 20'-G* 7'-4' 9*-3, 6--9- 11*-5* 8'-B' 10'-0* 7'-7* 12'-6'-_-6'-11" 12*-6. 20. B..i; S.- ' 0- 8'-10' 6' To- '-6- '-6- 4&0 -o. 6'-10'_ a'-10' 6--4' 101-11'_ 8'-1- 12�-� -V 121�6m 40.0 20-0 6-1 8-10 -4 -W 8'-1 -7" 7-3* 12 6 2�--6 • 45.0 20`-0' 6'-6' W-6. W-6, 10'-6' 1. 6 6--11' �-6;- 12'-6- 12'-6* T-11* 6'-2* 12'-6' 45.0 2O`-G- 6:67 -6- '-6- 10'-6- 7�-a- V-3' 50.0 20'-0' 6,-D" 9'-11' 7--4' W-11, 6'-7" 12'-6' 7'-4' 5'-11- 12'-6' 50.0 20'-0' 6'-2- 8'-2' 6,-0" 10'-2* T-4- N-11" 5,-3* 12'-6* W-11, 12'-6" S&O .20'-0* .5'- 5'-9. W-o" 6'-81 8'-7- 6'-3' 12'-4' -6-- -7, 12*-6' 55.0 20'-0* 5'-11 7*-t1l 5*-9, 9'-10' 7.-0. 8*-7* 4'-10' 12'-4* 5*-7* 12'-6' 60.0 19'-5' 1.-9. T-9" 5-6' 8'-6* -4' 6'-2* 12'-0' 6-t: !21�6" 00.0 191-5" '.-g. 7'-gw' 5--c 1.-,. 8.-6.,- . -_5-4"- _ __±�_ __jK771:_ _. -- 8 67-To 4'-B"_ 12'-0" 12'-6* 65.0_ IS'-4-_ W-9__ - 5-4' 1--4' 4" 8*-4" V-2 W-10, 6. 5'-6 12'-fL_ G&O is,-4* 61-9 7'-9'_ 5'-4' Sr-7- __�L7LOL. 8'-5* 4'-B' 11'-10* 5*-6 12'-6* -.2- -1�71:- ..------ ..___...._._v-_.-- 1 -4' 5*-g" __ _.__ . -- -'"T-:� Ti�-6-; _7G.O 17'-4- W-9- T-8' 5'-4- 1'-2' 6,-3, 8'-2' 6'-2' 11'-9' 6'-3' 5'-6 12'-6" 70.0 7' 71-81 S'-4" 91-r. 4'- 75.0 1 i;--6-'- -5'-4" -6,-3" -a,- 5'-6 12'-S" 75.0 161-61 11-1. 7�7' V-4' 9�-5' 6*-10* s.-3. 4'-8'--TI -6 2'-5- Bam Is,-g* 7'-7- 5'-4- T-IC� 5'-3- .-.7'-10' 6'-2- 1 V-6- 61-3. 5,-6 12'-4' 60.0 Is,-g* 5*-9' 7'-7' 5'-4- 9'-4- 6'-io* _8. 11'-6' V-6 12'-4" __r_L_ _ - __ --i�-2 4'-B' 51-6 12'-3 95.0 15'-0- 5--g- 7'-7- 5'-4- 7'-9' 6'-3- 7--i�- 7--5- -T-7- -5--6 12--3 -85.0 �-9 7--7- V�4* - O� 1 V-5' 904 14'-2' W-10' _4� 90.0 14'-2" 5-101 7'-7 51-5" 9*-3" V-11" 4'-10" 11'-5" 5'-7 12-3 7-7' 7'-9' 6'-4* 7'-9" 5'-7 12,-3 8-3 .-- ----T� �-5-'- '---5--8 95.0 is-s' V-10" 7'-7- -9'-3- -�11 W-15 9510 13'-5' 5--io- 7'-7" T-9' W-S' -_9 6 12'-3 iOO.O 72'-9' 6'-6- 7'-9' 6'--4-- 71'-5' 6*-6, 5*-9 12*-3 100.0 12*-9" W-11, -.7'-7- 5'-7- T--_0' 1'-2- V-0. 11'-5' 5,-9.---12'-3 105.0 12'-2" 6'-0' 7'-7- 5--7- 7--l' 6'-7" 7--9' 51-5" 11'-5" 6'-7' 5'-9_ 12'-3 105.0 12'-2' 6'-0' 7'-7' 1'-7- 9,-3, 7--7' 8'-2- 5,-1. 5'-9 12'-3 1110.0 111-71 61-0, 7- 51-8* 'r-g" 5'-s* 7'-9' 6'-Er 11'-5* 6'-81- 5*-10' 12"-3 110.0 11'-7' *-0. 7*-7' 7'-2- 11-1. 1'-3- 1 V-5' 5'-10' 12'-3 115.011'-1• -6'-1"- 7'-7"_ 7--g- 6;--7- 71'-5' 6'-9* S'-1 1" 12'-3 115.0 W-11 "-1. 7'-7" 5.-g....___9_3•-._7'-2- V-4- 11'-5" 5'-11" 12'-3 7-2-0.0 V-6' .5-'. 7�-I' V-10' -6'-7' 1 V-5' W-10* 6'-0* _12'-3 120.0 io*-a' 6--l' 7'-6- 5*-g* I.-,. 7-3' 8'-2- 5'-5- 11'-5* 6*-0* 12'-3-- 12SoO .6'-2-.-.- '-f--7' 7--L0 V-9- ir-S, -�1' 12'-3 12.9wO 10'-2- -67--2- 8'-3- W-5, �-I" 12'- 1130.0 91-10, 1.-,. 7*-7* V-101 7*-9* _7'-Cr 7.-0* 6'-9' 11 7'-0' 12'-.3 130.0 91-10, 6'-3- -!�--10� -6'-2' -6,-S- 1 V-5* 6'-1;' 12'-3 $35.0 9'-S- �1 7'-2' 7'-10" 6'-10" 11'-5" 12'-3-5" 7'-2- 6*-2" 135.0 6'-4' 7'-7' 9'-3' 7'-5' 1'-3- S'-IO^ 1 V-5* V-2' 12'-3 ._.6'-4'_ _7--7:_ _6'-0' 7'-10' 7*-3* 7'-10' 7*-31 W-233�* 72'-,3- 140.0 S*-I- 6*-4' 7'-7- 6,-0- 91-3. 7'-G' 1.-3. 6'-11* 1V-5* 6*-3* 121-3 7-4" -IV-5. 6-3. 12-3 6'-5- '-6'-0' 7'-g* 7'-4' 7"-1- G I 1 -3- T1�2-3- 148.0 w 6'-5- 7'-6' 6'-0' -15-0-0 F=6�--- ---- 5'-4- -1-2�-3 W-6' 7'-7" 6,-1" T-9- 7'-S' 7'-j: 150.0 a.-G" -7- 6'-1- 9*-� W-2' 7--1 11'-5* 6'-4* 12,-3 :JU 0 _7- 9'-� -t7F--i- 11'-S- G.-5. 12'-3 B'-0" 160.0 T-7' -2* 155.0 8--j� 150.0 -7--FJAV-�7 -7 9`-3' 1 7 8'-2' T' T-2'6-2 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT, --END MULLION z INTERIOR MULLION IR A r14 , FLORIDA BUILDING CODE (Non High Velocity rricone Zone) -011 1:1v 2015 TILTECO INC. N au til u s F.R.L. No.. Rolling Shutter System C14/10/15 "S" Tir m MULLION SPACING: . ...... /Tir FEC C ,-.\- DATE --k--- - - A� PLUT TESTING ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.01LORE 57REET 15-071 PORI STLUCTIEM FL.34984 SCHEDULE 1b SCHEDULE 2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.(.),8 A 12'-0"MAX.MULLION SPACING(ft)'. DESIGN PRESSURE RATING(P.S.F.).&A 12'-0"MAX MULLION SPACING(F7)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(IT) WAX UAX• YA70WM ©4"x6"x114"MULLION G1 4"x8"X114"MULLION G2 4'x7'xl/4'THICK(3/8'FLANGE)MULLION DESIGN M tnl ©4"x6"x1/4"MULLION G1 4"x8"xi/4"MULLION G2 4'xTxt/4'THICK OEM yy �FLANGE)MULLION RATINGPRESSUM � ORIENTATION 11 (o)'r ORIENTATION 12(0)t ORIENTATION I ((=1) ORIENTATION 12(0) ORIENTATION(/1 t-)t ORIENTATION 12(0) PRESSURE (ft)� r ION 11 (�1' ORIENTATION 12(0)t ORIENTATION 11 �-)t ORIENTATION#2{Q}'�' ORIENTATtON J2 END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR 300 12'-0" il'-T _ 11'-6" 9'-9' 12'-6' 12'-6" 12'-6' 10'-T 12'-6" 12'-6' •__ 11'-3' 12'-6' _ 30.0 _72'-0' _tt'-6' 9'=4' 12'-6" 72'-6' 7T'-6' t0'-T 72'-6' 77'-3' 12'-6' • 35.0 12'-0 .10'-7' 70'-1 i' 9'-2• r2'-6' 12•-6` Pt i'-11' 10'-0" 12'_-6' •- 12'-6' 10'-4' 124-64 MID 12'-0' 10'-11" 9'-2"- 12'-6' 12 6' 11'_11_ lo'-D•^ 12'-6' 10'-4• 12'-6" 12-6' 11_-8• 'IV-4" 9'-6' 12'-6` 11'-10'w 9-7' 12'-6' _ 40.0 12'-6' -10'-5" 8'-9" 12'-6" 11'-8' Ii'-4_ 9--6• 12'-6- 9'-7" 72'-6`45.0 12'-0' 9'-3' rtY-/' 8'-4' r2'_5" i0'-it" /0'-ii' 9'-1' 12'-6' ii'-2' 9'-0' t2_•-b'-_ 45.0 12'=0" f0'-1 8�4 12'-5" 10-11" 10'-11" 9'-1' 12'-6' 9=0' 126- _12_-6-6_ 50.0 12'-0" 9e• B'-1' )2'-0` f0'-4' t0'-7' 8'-9' 12'-6' 6 12'-fi"t2'-0' 8'-a' 4'-5' T-70' ii�8' 9'-10" 70'_3' 8'-5' 12'-b' 70l-1_ 8'-i' 72'-6' ,55.0 t2'-0" 9'-5` TT70" iY�-8` 9'-70' ID'-3' B'-6` 12'-6' 8'-i_ 12'-6_-_ _7_9' 12'-6' 80.0 12'-0' 9'-2 7_6_ 11'-4' S-3' 12-6" T-9' 12-fi' _ -_ -81 - 85A t2'-6'_ _ b5.0 12'-0' T-Y 8'-17' ?'-2" 71'-O' 9'-1' 9`-8' 8'-0' 12'-6' -T-S' -12'-6' 700 12_0 7'-4' B__8•. 6'-11` f0'-9' 8'-9' 9'-5' 7'-10" 12'-6' - 8'-11_•---_ -7T2" 12'-6' 70.0 12'-0' 6'-11' B'-8' 6'-11` 10'-9' B'-9' 9'-5' 7'-IC' 12'-6• 7'-2• 12'-6- .._._...._ ..__..___ .-.__.. -._-__-... .7 0.0 _-__ _ . __91 __..l' 12-6 _ 6'-8' 10'-6" 8'-5" 9'-3• 7'-8' _726" 8'-7' 6;i ii' t2�-6;_ 750 12'-0' j5'--B-' 8'-6' 6'-8' 70'-6' 8'-5" 9'-3' 7'-8' 72'-b' 6'-ti' 12'-6' �___ _6'_ .__.__ ._... .-80.0 12'-0' 6'-11" B'-4" 6'-5' 10=3" 8'-2' 9'-0' Y-5• 12'_6' 8�4' 6'-8_ 12-b' 80.0 12'-0' 8'-4" 6'-5' 10'-3• 8'-2' 9'-0• 7'-5• 12'-6' 6'-8' 12'-6'85.0 12'-0' 6_8" 8'-2' 6'=3' 9'-9' _T�11` _8'-t0" 7'-2' 12'-6• 8�t•. 6'-6• 72'-6' B50 120' 8'-2' 6'-J' 70'-7' T-17' 8'-70' T-2• ]2•-6' 6,_6• 12•-6' 8-0- S'-i" 9"-2' 7-B' 8'-B' 7'-0' 12'-5' 7�1D• 6-4" 12'-6' 90.0 12'-0" -9'-0' �6'-1• 9'-11' 7�B' BB=8" 7'-0' 12'_5• 6-4_ 12,_6• 95.0 12_-0" 6'-4" T•-10' 5'-l1' 8'-9' 7�-5 B'-e" 610" 12`-1-_ T-5' 6'-2" 72'-6' 950 52^4' T-t0" 5�Ii_ 9�-8• T-6' 8'-6' 6'_70' /2'-i' 6'-200.0i t'-9' 7=0" -6'-0' 12'^6' 100.0 12'-0" _7'-8' 5'-9' y'-•7• 7'-4' B5" 5'105.0 12'-0 6'-0" T-T 5'-e' T-10' 6'-8• 7'-10" 6'-6' )1'-6' 6'-8' 5'-10• 72'-4• 105.0 12'-0' 7'-7' 8'-e' 9'-4' T-t' 8'-J' 5'-3' t1'-6' S'-t0' 12'-4' SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD MULLION SPACING 8 SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END 8:INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(ft)FOR END 8:INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(p s(.)AND FOR 12'-0"(CASE-1)8 8'-0"(CASES la 8 ID MAX.MULLION A.S D.DESIGN PRESSURE RATING(p.s I)AND FOR 12'-0"(CASE 1)8 8'-0"(CASE II)MAX. MULLION SPACING(ft)' SPACING(ft)' MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN (Ft) 1AAx wAx G d'x6x1/4'THICK Gf 4'x8'xt/4'THICK G3 2'xTxt/4'THICK A.S.D. MAXIMUM G 4'x6xf/4'TH(CK Gt 4'x8'zUd'THICK G3 7xTxi/4'THICK Asa. DM04 MULLION MULLION 3 FLANG MULUON CAM SPACING DttA00x MULLION OwD TA1px I R RDA Ox p ORMULLION DPoDRAtrox 1 pDRA MULLION cAsts PRESSURE SSPAMNG AWN 11 OR EMA DN I UNTATION 11 OMIA ION 11 O9IENTADON 1 RDI 907 11 ORIMA N/ M�Awt (ft)• nOx 11 oR¢NrgWN 1 END ((P-0 RVINC (R) W (9)t ()t (fit Ot #=t Ot (R.r.) (=)t of (-)t kit (0)t (fit Mt END INTERIOR END INTERIOR INTERIOR END INTERIOR _"`-'"MULLION END INTERIOR END INTERIOR INTERIOR END INTERIOR 30.0 T2'-0" - 12-6' 72'-6• 72'-6• 72'-6' - ii'-0' 30.0 t2'-0' ^•„_ 12'-6' 12u-6-6"_ 72'-6' 12'-6' _- - i1'-0• o I 350 12'-0' - - 12'-6' 12„ - 11'-11" 12'-6' - 11'-0' 35.0 12'-0" --- 12'-6"- 12'-6'- 11'-17' 12'-6' _-- 11'-0• -, I I' - --.- 40A _ 12'-0" _ 12'_6• 11•-8•_.. .77'-4" 72-6• __._it'-O' �= I ) 40.0 Iz'-0• �-�_12_-6' ,i t'-8` 71'-4' 12Tb' = 11,_0• ;f w 45A i2�-O" =71' 10'-71' 12'-6' - - 11'-0' GSE 1 45.0 12'-O" -12'-5' r0_',-11' 10'-11' 12'-6_ _ 11:-0' I I G58 I' ' _ --_ 50.0 _12'-0' - iz'-o' 1o'-a' to'-T 1z-6 ma ( INTERIOR 50.0 2'-ov � Iz'-o` _to'-a'' _to'-T' rz'-s' ___o' sso 12'-0' -- 1P-8" 9'-10' 10'-3 ipl-6' 71'-O_ 5 I I MULLION sso_ 12*_o' __ s`7o' 50.0 12'-0' _11'-4' 9'-5'.. 9'-r t' 12'-6' -_....- 71,_0• I 180.0 72'-0" _ 11'-4' 9'-5'_ 9"-11" 12,_6' _ - 11•_0• 60d 12,-0*-- i t'-3• 9'-4' 9'-i t" f 2`-6' - 17'-0 "\" 50.8 12'-0' - r 1'-3' 9'-4' 9`-t t' 12'-6• 30.0 _ 8'-0' _ - 12'-6' 12'-6" 122 12'-6' ••..•ice• ,�• 30.0 B,_0• _ _ _ �_ `S"-•.--"S 35.0 8'-0' - 9'-0" 9'-0" 91-0• -9'-0" -� 9'-O' 35.0 B"-0• - 12`-6' 72'-6' i2'-6" 12'-6' - it'-0' It 40.0 B.•=.0' _-._ g,_0._ 6-0. 9,-O• g,-0• _ 9,_0. 40.0 e'-o" 12'-6 12'- rT6 ,z-6_ �_ ,,-o" MULLION SPACING:IIS" 45.0 8'-0` -- 9'-0' 9'-O'W 9'-0' s_D - -- 9'-0' CASE ft 45.0 -8-0' '- t2'-6' 12'-6' 12`-6' 72'-6' _ - _ it'-0• J 50.0 e•-0' - 9,-0' 9,-O" 9,-0• 9'-0• - 9•_0' 50.0 8'-0' - 12`-6' 12'-6' 12'-1' 12'-6" _ 11'-D' 550 B'-0" - 9'-0-0' 9'-0' 9'-0" 9`-O' 55M _ $"_0• _ _ i2•-8' i2,-6" 17'-8• 72•-6' _ ti•-0' -- _ _ -_.._ eD.o e' -o' - 12'-z 1z'-z' n'-a' 12'-z' - - n'-o' MAXIMUM MULLION SPACING SHALL BE SUCH CAM Ir 80.0 9' 502 e'_D• -'� t2'-0' t2'-o' i i'-4' 12'-0' - 11'-p• THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 0.5.0 B'-0" - s'-o' 9'-0" 9�-D-0" 9'-D' - 9'-0' 30.0 8'-0" 9`-D' 9'-0• 9'-2' 9-0" s'-o' DESIGN LOAD SHALL NOT BE EXCEEDED. 75.0 - 9'-0' s'-0' s'-O' s'-o• - 9'-0• 35.0 8'-o' - - -9'-0' 9�;--0" -9'-0' 9'-0"_ _ 9•-0' i 73.q B'-0' - 9'-(1` 9'-0` 9'-0' 9'-0• 9'-0• 40.0 e'-0' 9'-0' 9'-0" s'-o' 9'-D' s'-o" t MULLION ORIENTATION IS AS SEEN FROM THE ao•0 8'-0' 9'-0" 9'-O" 9'-O' 9'-0• - 9'-0' 9'-0" s'-0• - 9'-0' 9'-0" s'-o' OUTSIDE(EXTERIOR)OF PRODUCT. Ss.o e'-p' - 9'-0" V-0" _9'-0" 9'-D" ` 50A 8'-0" -_ 9'-0• 9'-0• _ 9'-0'- 9'-0• -. 8'-0" 90.0 8'-0' -_ 9'-0' _8'-0• 9,-4" B'-O• _ 9'`0• 9'-0' _55.0 8'-O' - -9'-O" 9'-C" 9'-0' 9.-O" 9'-0" i1\Lt111111U//71 100.0 8'-0` - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-O' tYSEII $0.0 $'_p _ 9.,D. 9'-D' _4'-D• _9�0' 9'-D' ��•�'''ER A. Tl(``''% 85.0 8'-0' _-__ 9'-0' e'-0' 9'-0"_ _9�-D' ��• '�, ,•. �i� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 70.0 8'-0' 9'-0' (� -75.0 8'-0_ - 9'-0' _9'-0_ 9'_-0• 9'-0' -9•-0" �.` 'V�C'•�'.��i 02015 TLTECO INC. * Nautdus DRAWN BY: 8DA -8�0" _ _. _4'-0" 9'-0• 8'--9"• 9'-O' _ 9'-0" ` F.Rt Jsso _ 9'-0" B'-•9"• e-3'• 9^0' - - -9'-0 _ _ Rolling Shutter System 04/10/16 8,_0 _....F 9'-0 -8_2... 7-9"• _s-0" ._..4_0•_ 'ti L E C O ITI C. DATE J 7'-8 • 7'-4•• 9-0' - - 9'-0' � � TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. - Tom~' I E3ls�nx.acu s.,sm aas.vsruRu c+Nx+:s.n atlas 1626 S.W.BILTMORE STREET 15-071 9'-0'- T-3'• _.7'-0'• 9'-0' .....-- 9'-0'_ /•Syry+��+�•�,gp ,".:taosMn-lsso.s.::txis;E]1-rssl 'NOTE:USE 9'-D"IF ANCHOR CONSISTS OF HILTi•INC HUS-H SCREW OR POWER FASTENERS, �'•4N� ° •_ PORT 5T. WCIE.FL.J49B4 0:tilt¢ G.W.corr. PHONE:(900)]49-905E FM;t]771 P]I-noon DRAWING No WEDGE-BOLT ANCHOR.SEE SCHEDULES I&2 ON SHEET IDA. r� 4!"ri_,• .,.•„�� rR-nra6v�s