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HomeMy WebLinkAboutProduct Approval (2) RECEI"D ,?lll „ Ott Florida Department t p` BCIS Home t Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map ! Links Search 1 Busines O) , nal + ` ►USER USER: °°a ' Professi Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# eroved Application Type FILE 0 �! Code Version Application Status Comments Archived ID 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 Call Expert@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 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. 2 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.odf Design Pressure: +160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level"D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0"span and +160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip. See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.odf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product^Approval Accepts: .M� EC FccY.. Credii Card Safe UL GENERAL NOTES: 8.ANCHORS SHALL BE!NSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 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 2011 (5th EDITION) OF THE FLORIDA BUILDING CODE. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 20NES (MIAMI-DARE -3/8'oxl 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. /EIROWARD COUNTIES). -1/4*0x3/4* 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 Xd=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&20 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 0.6 IN ORDER TO ANCHOR SPACING a 100% EDGE DISTANCE 0 1007 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX, (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 3/8'0x1 1/4'CALK-IN 3 3/4- 4 1/2- 1 1/4' (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4"00/4"SOUR-SET 3' 3. 7/8" (3000 psi) NOT ALLOWED A 337 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS. FASTENERS 3/8-0 KWIK BOLT TZ '. . 4" 2 1/2* (3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. 5/16-0 TAPCON XL 3 3/4" 3 1/8- 2 1/4" (2599 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. REPORT # 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 33D STANDARDS, QUALIFYING I OA, It, IIA.- 12. 12A. 13& 13A. INSTALLATIONS FOR WIND ZONES 1,,2. 3 & 4, MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION INSTALLATIONS.AS DEFINED BY SECTIONS 6.2.1.1. 6.2.1.2 AND 8.3 OF ASTME 1996 SEE SHEETS 19 & 20 -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS, -WEDGE-BOLT SCREW ANCHOR MANUFACTURED BY HILTII. 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 PC ) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT 0 YIELD STRENGTH AND 90 ksi TENSILE STRENGT OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 1007 50018.ALL S.D.S. ARE TEX SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY W1 FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING 9 1007 EDGE DISTANCE 0 1007 CONCRETE CONCRETE BLOCK 3/4-0 KWIK SOLT TZ 27" 9• 4 3/4' (3000 pe.) 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. 316"0 KWIK HOLT TZ 1. 4 3/8* 2-(3000 PSI) NOT ALLOWED 316"0 HUS-H SCREW 4' 5" 2- (3000 PSI) NOT ALLOWED B. NAUTILUS ROLLING SHUTTER SYSTEM SEARS U.S. PATENTS #6.095,225 AND #7,409,980. 3/8-0 WEDGE-BOLT 4 1/2- 4 1/2" 2 1/2-(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR GD SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 HUS-H SCREW OR WEDGE BOLT 6. 6' 3" (3000 psi) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN, 3000 p...i. COMPRESSIVE STRENGTH. 5/8-0 HUS-H SOD OR WEDGE BOLT 7 1/2- 7 1/2" 2 1/2- (3000 PSI) NOT ALLOWED 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC, TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4- FOR5 16"0 TAPCON XL ANCHORS & 2 1/2"FOR 3/8-0 KWIK BOLT 3 ANCHORS. No EMBEDMENT 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 (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL ASTM C-90 P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAR_EC ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT OF 5/16-0 TAPCON XL ANCHORS INTC THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4-� (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.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 FRAE BUILDING: SPRUCE PINE-FIR-SOUTH (G-0,36). DOUGLAS-FIR-SOUTH (G=0,46) OR SHA-1 L ONLY BE USED TO SOUTHERN PINE #2 WW/!G = 0.55 MIN. .011; �v 01'Wi N THE STATE OF FLORIDA I MP4,4", I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16*0 TAPCON XL ANCHORS, AS MANUFACTURED By nrw BuiLDEx, INC, vWtIlifse, *% I C 2015 TILTECO INC. O�w' C.1) MINIMUM EMBEDMENT OF TAPCON XL.ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4- PHYSICAL z * Nautilus F.R.L. THREADED PENETRATION. x ` No Rolling Shutter System 0a/1c/15 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, . = " DATE. 11L 1E C 0 mtc. � 1.COMPANYEXPERT SHUTTER SERVICES INC. C.2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE IS S-01. T LLIT TESTTHO & ENGINEERING BEYOND ANY FINISH MATERIAL. S1._41.- "r(w fM",-0 I626 S.W.RLTMORE STREET 15-071 'r,0 FORT ST,�UCIE,FL 34984 C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON Rio PHONE.(800)749-9056.rus(772)dTI-009D DRAWING Nc 6719 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND ES-000 WALTERA TILLITJr SUCH PANELS. P.. AT E FLORIDA Lic.It w, SHEET 1 .1 26 #9 #13 1N isr e #6 #7 #$ _7zr- - c_osn -zalr .^ _.=-a<5:- •-2SOC' --- --.ac' �t #4 #5 - 6i5'- -69"- _ p'tJ. C�",° 0311 -2M'- 6 -.. 24}Y-..„ __.on G6C'-:. -ax'DO/1 AS`READ 4�.`- #1 #2 #3 970- 595 620'. E{7`; ��� ti 6 zt3' -• 8 �/p�� ~ 919-. _ -.S.r- - ( '• f' �-III111111111IlIAll1lC__ 11NpA11l111UI111IM1ft0e t� �/ •6w^ °,t DETAIL A x I"STAN.MSTErELWtSIE' TRUSS HEAD T40 SIX LOSE TlLREAD41'JIT Sw-sn**� Ci<";Si6'jHFtH:ACf&?tIREAD<tilHT 9;REn--I Rx 313' •Rf.i34 8+698' Ri 947' RZiiJ' R2 296' R2.39E' OPTION#1 tMONOuiwci •scREwsPEcs. ' I OPTION#2tw,wA5HER7 4101-ITSTA68E59 STFEL SCREW -.359= COATED VNTHACSOLVER . DETAIL.C arz__ <yq6 _$ p CHROMED-FRBE ANTWORROSION ma_ COATING SYSTEM.AS MANUFACRRED R07p• BY SUN SELTCOA7WG.LLC 601._ _ ` L- _ i_ , <,M1E ej14 FY=791.4 ksi{REm SIIYrH011q .623'- i .,.691''• ...=879'- '_- °.42j• � 9•-ip p FN=196.8 ksIMSLE SIRENS H, _.,er_ IT` - (TYP.} z �"�':/ STARTER SLAT -ao7•- __Lax---. J29'-- ® SLATS •_t -.'BG2'— �M1 6p6}T6ALUMINUMALLOY 605}TB ALUMINUM ALLOY F 313{Si IMP.) SCALE in- (B)BASE SLAT SCALE'? DETAIL:B 606}T6 ALUMINUM ALLOY -- .._ =LE trr=i" ZW.J-i 625.3 �.2aG' .156' •125' ^ •e -A21--r-1111-7 - . —.- t ..._._ .—.. 1 __." " �._ ACETAL BUSHING -.E.a03'.. ._._. .__...___ (USE VW OPTIONS 01 AND 12) 1.6•.. k re) *t BLISMNGSPECS' . DENSITY 14qkn� 125• iYP.) I TENSILE MODULUS:377ku --- `�" ?n'•) TENSILE STRESS AT YIELD.9135 kv hE2 BUILD-OUT TUBE FLEXURALMOIXAU5:56pk t25'-a-III--1x80' -^-•---xA26'--- -- 6063-76 ALUMINUM ALLOY IIAD NOTCHED BAPACT:65 LWn? 7`-070' _ .SCALE Vx' io• 1000- =t- i U RETAINING SYSTEM:SCREW-1 BUSHING ODl.x --- E1 tm`1• SIDE RAIL * CE; BUll.DA6069-T6 ALUMINUM ALLOYQUTTUBE BUILD-OUT TUBE 606178 ALUMINUM ALLOY 125• SCA 606ALUMINUM ALLOY SCALE 1/2'°t- SCALE 1Q"=r .12V SCALE i0r=t' ' *MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM r..____..�_.___e,L00•_.._.-. .,_.—.w 0.050'CLEARANCE BETWEEN SCREW HEAD AND �g --.--2ow- -.— CAVITY WALL AT NON HURRICANE POSITIONS. 2.000" __2000-_ E3 BUILD-OUT TUBE 6063-T6 ALUMINUM ALLOY _..., .1,000• - ._._ SCALE 10-1- (} �-p� . r mP) 1 I]+`f'-1"-x.'fin .x90• O 114°0414°ITWIBUILDEX TEK SCREW 290' CARBON STEEL q SCALE fR'=1' q x�• xso- 2S M.) 1-�4r�uluJ/e1�17 .�n P 5/16'0 ITW/BUILDEX TAPCON XL ANCHOR CARBON STEEL SCALE t?m 1 i r T - — ' � .....__..._-S COD'--.. .._ �. -___.- 1.000•........ L`.`J STORM BAR ��� 3/8'0 HLT!INC.KWIK BOLT 3 ANCHOR WS136ALUMiNUM ALLOY OF TRA PPED ANGLE Q 4x6 MULLION G1 4x8 MULLION gG 4x7 MULLION CARBON12­ STEEL SCALE IR-.I- 6063.T6ALUMINUMALLOY 6061-u E WN'M ALLOY 6061•TSALUMINUMALtBY 6061-T6ALU"Hu"ALLO``�AYlUtI1111111L111////�'/A' SCALE 12°I' SCALE 1r r SCALE 3/8-=r SCALE J1e'-r `� R„TlLtfr FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) _w"�Q�!✓.�\�ENs� �i C 2015 TL ECO INC * Nautilus D 4WN BY: ' • F.R.L. Rolling Shutter System c<Ic IS COMPONENTS *'• J� 6f-.� TI LIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Y ,i .{�•� i:� 6555 x.R,3am. ws,wawa .)BI.n.351 aL 1626 S.W. BILTMORE ETREEf 15-071 Z �•-' r� ce,,,.,__jell;V t ro.:(Sos)Bn-lsn PORT ST.LUCiE,FL.34964 N +' 1+CO[YO�•��• °-f10u-000671_.«++ DRAWING HR A• r ` �,�\ E6-0006715 PryGNE:(BOO)749-90s6 FAX:(772)671-0920 �/-`/��/•�' `�`r WALTER A TILLIT Jr.P.E. --C'�j�Aygildl[✓ i.) FLORIDA Uc.§44167 - n°/1s �' I M SNEET 2 pF 25 BOX 0V6 & Y/7 -BOX V/9 1�K 1{TYP.�� t V/9� {YP..j �p Y/6 & Y/7 • ��• .�. '^. -:ice ., i�`. .ti. \�•;.:�`.+.`•` •;�: -END CAP ' END CAP— END CAP Al SL SLATS SLATS I(2 SL SLATS SLATS #3 3 ' SLATS SLATS 4 4 •SLATS SLATS x S5 it #S LATS u SLATS izt k !(6 � #6 y• 0/8 — SLATS 0/8z 0/8 SLATS 0/8 0•/8 0+/8 10 0'/8 01/8 #' SL L.ATS _ SLATS Z✓W SITS __l I J 1 v SLATS -!� 1.J 1 (Typ. Ea. END} - (Typ. Eo. END) .9 14g scars sw7s A A (TYp,) — (TYPJ t 0 010 SLATS SLATS r I77/;77. //�:`.:i�•./' .. ..-`/i/�.!rf:, i�/i.' /i; STORM BAR SPACINf7/ / >Y6 & Y7 (SEE SHEET 22) ._ o LL- 9---....----------' V/ / I / 9 Y6 & Y/7 I Mo..5LAT SPAN (SEE SCHEDULES ON SHEEIS 15&20)' ' t Mo:.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *, ** (SEE SCHEDULES ON SHEET 15)-- NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION Wj STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.5, PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN ll'-0"APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO i V-0". (o) CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED B't#2. #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 #1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT 15 COMPLETED, OUANTTTY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT BQIAUST BE ALWAYS INSTALLED. ** CASE 2,: SHUTTER HEIGHT LARGER T4AN 11'-0'APPLICABLE TO INSTALLATIONS W/C STORM L((I((((T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULL{ONS W/HEIGHTS LARGER THAN 11'-C" adaa � ���1 Ai��� C 2015 TILTECO INC. N I U s�'"'� ORA ": ♦♦ \..11..1 l r.R.L. (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY#2. #3. ..... THEREAF-ER.ALLQ�',•'' •..•..•' ✓ �� THE WAY DOWN. EACH SLAT #SHALL CONSIST OF MGN. FIVE (5) SITS OF THAT SLAT :�♦�:'1� E+t!_S,�"-. <�;,, Rolling Shutter System G4/10/15 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE 1�- "7�'• "� '+ 1L E C O INC. GATE CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER#1: SLAT IS INSTALLED,ADDITIONAL J10 �—N��/��; �" � TILLIT TESTING &ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ",LLL ,G,,, I: s]as na.]4m sL.sl..]4s.xaoNa 6Avgvls,rL]]:cc 162E S.W.BILTMORE STREET 15-071 * •* / .'>k Prar.:{ws)e>i-u]a,r..:nasuTF_Ia]I PORT ST,LUCIE,FL 34984 (b; EGTTO'A SIET MUST BE ALWAYS!N5?Ai.LEv. "'Q: e-0Gttecc6'ooi:am PHONE:(SW)74S-9056,FVL(n2)471-0990 okawiNC Nu '• STATE qF_ "' ' E006719 O i` WALTER a TIL'J7 Jr.f.E. SHEET 4 OF 2E E r CR,C L'..,44167 LTJ f1� Mo..MULLION SPACNiw—1/10 OR W-2/11 OR o r (G3 or Q (SEE SCHEDULE -,oG or 01 or Q)' W-3/12 OR W-4/13 ON SHEETS 24,25&26 a REARW-1/10 OR W-2/1 1 OR Mox.STORY.BAR SPACING Mcx.MULLION SPACING ' BOX (SEE SCHEDULE ON SHEET 22) (SEE SCHEDULE V9 v\)(rip.) or or W-3/12 OR VY-4/13 ON SHEETS 24, 25 & 26) BOX END CAP-- E7-- ND CAP--j! #1 SLATS SLATS 2 SLATS 2 SLATS #3 #3 SLATS z SLATS a1 n ::P�8=L=P7f P18—, P/8- #4 SLATS 0 SLATS a. #5 LATS ------- #5 S SLATS 1w z Q/8 3 Q/8 , sots -0 Q/8 —0/8 0, SLATS SLA z 7 #7 SLATS x 8�_SILATS M L) R/8- R (Typ.) T T- R/8 R/8 < r or i or or SLATS u =R to - ---------- SLATS R/B or --------- 0) (Typ, Ea. END) I R'/8 J- (Typ. Eo. EN -1 J- :spz =97z #. #9 I -R/8- R�8 SLATS R/8- R/8 ATS S ------- or or or or #10 —R'/EC --R' #10 SLATS SLATS 7 -1/10 OR W-2/1 1 OR; MAX. STORM BAR SPACING— > iw-1/10 OR w-2/11 OR V19 3/12 OR W-4/1,3 'W-3/12 OR W-4/13 (Typ.) W (SEE SHEET 22) UB (Typ.) Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN_ (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES-ON 4(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 W/ MULLION & W/O STORM BARS W MULLION & WZ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T. PROCEDURE FOR SLAT INSTALLATION-- GIVEN A SHUTTER HEIGHT CASE I SHUTTER HEIGHT EQUAL OR LESS THAN 111'-0".APPLICABLE TO INSTALLATIONS W/O STORM. BARS,W/ STORM BARS OR W/STORM BARS &MULLIONS W/HEIGHTS UP TO 1,'-0". CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2. #3, THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS 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. N TIZ I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (b) 80TTGM SLAT@MUST BE ALWAYS INSTALLED. DRAWN - V 2015 TILTECO INC� F R L� \,\rENs," CASE 2: SHUTTER HEIGHT LARGER THAN I V-O"APPLICABLE TO INSTALLATION W/O STORM BAR ANO W1 Nautilus MULLIONS W1 HEIGHTS LARGER THAN 11'-0-. Rolling Shutter System D4/10/1! ELIE C 0 mc. — AT( (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2,#3. ..... THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC. TILL17 TESTING&.ENGINEERING COMPANY / DOWN EACH SLAT #SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER PROCEDURE FOR �-,—U.-.3..—W-1 1-61 1626 S.W.BILTMORE STREET 15-071 .s OF PORI ST.LUCIA,Ft�34984 AUDINC SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONT.-NUE UNTIL #10 SLAT IS INSTALLED. AFTER S DRAVANG ft #10 SLA'15 INSTALLED,ADolrOMAL#10 SLATS MUST BE USED TO Cr,!JPLe---THE TCI SHUTTER • —1. tilt.. PnQ �(800)NE 'A' (772)871-0990 HEIGHT, E8-0006719 F ;ox Uz. WALTER A TiLLIT Jr.P.E. iI SKET I -11 E FLORIDA L*- 44167 noro (t) 8Q--01,4 ELLT @ MUST BE ALWAYS INSTALLED. 5/16"0 7APCQNS XL W/-- POURED -5/16'9 TAPCON5 XL W/ 2 1,'4' M;1. 1*x1`xl/8' OR 2'%.2"x1/8" CONCRETE I EMBEDMENT& 1"0 .x0.060"GAL'i ALUV,NUM TUBE 1/4"0.3,'4"ITW BLI-,IEX TEF SCREWS 2 1/4-Min ENIBED-MENTSTEEL WASHER 24'o... W/-I"O.O.O.OEO'GALVANIZED STEEL & I CALV. REO*O @ 5/16-0 TARCONS XL W/ WASHER 24" c.c. STEEL WASHER 4 24" L 2 1/4'Min. EMBEOMEN't 24"ox. POURED CONCRETE POURED CONCRETE N OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED EDGE OF EDGE OF'. m OPEJ, OPENING EXISTING EXISTING EXISTINGGLASS- GLASS GLASS (BEYOND) (BEYOND) (BEYOND) SEE ANCHOR SEE ANCHOR uj tz SCHEDULES ON ...... SCHEDULES ON ,n SEE ANCHOR SHEETS 15, 17 SHEETS 16, 17 SCHEDULES ON & 1B & 18 z SHEETS 16, 17o 0 & 18 Min. SEPARATION Min. SEPARATION EJ Min. SEPARATION TO GLASS TO GLASS TO GLASS DMIOR EXTERIOR DMIOR w (SEE SCHEDULES, (SEE SCHEDULES. (SEE SCHEDULES. O ON SHEET 15) N SHEET 15) ON SHEET 15) D CE 1�- w OR @ @ ...... 771111- 43 0/8 0/80/8 0/8 0/8 0/8 POURED CONCRETE POURED CONCRETE! OR GROUT FILLED—,"' OR GROUT FILLED- CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK R ROUT FILLED WALL REQUIRED. 7 WALL REQUIRED V11 1� OG CONCRETE BLOCK WALL REQUIRED. EDGEEDGE OL OPENING OPENING rr, -c- 2 1/16" • 2 1/16" MIN,,E.D MIN..E.D -1 1/2'.1 1/2".0.062'xCONT.ALUM. ---2"x4"xO.O62"xCONT. EQ ALUM.ANGLE -0 TAPCONS ANGLE VT/5/16-0 TAPCONS XL W1 5/16-9 TAPOONS XL W— I —POURED CONCRETE XL W1. 2 1/4" Min. EMEEDMENT 2 /4'Min EMBEDMEN, @ 24** ac (C-3 ksi Min,) REO'D. 2 1/4"Mi, EMBEOMETT ,, @ 24'ox 0 24"..c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING 1111111011", SECTIONS Y. FLORIDA BUILDING CODE (Non High Velocity Hurriuone Zone) F INSTALLATION DETAILS ON EXISTING POURED V\rENSe % C 2GI5 TI—RIC N a u tilus .R.L. Rolling Shutter System 04/10/15 DATE CONCRETE OR GROUT FILLED CELL CONCRETE EXPERT SHUTTER SERVICES INC. — LT TILLR TESTING @ ENGINEERING COMPANY BLOCK BUILDINGS 1626 S.W.81 MORE STREET 15-071 • 3..F.. 53 PORT ST.LUCIE,Ft-34964 DRAWING N. ii,-op PHDNL-(000)749-9056.FM:(772)871-0590 SCALE: 3/16" = i E6-0006719 b"A WALTER A TILUT.1r-F,E. HORDA Li..1 44167 L I EXISTING WOOD--- EXISTING WOOD— __/16'0 TAPLO14S XL W/ -5/16'0 TAPCONS XL WJ TRUSSES OF RAFTER. TRUSSES OR RAFTER T 1/2`M:n.PENETRAT10.i 2 1/2`Nin PENETRATION ,.}{4'0x3ja"RW 6UILOEX 1/4"0x3Ja"1TW BUtLOEX i'.i".1/6"OR TENT SCREWS w I"xt"at/e"OF TEK SCREWS W/ & I"O.G.x0.0E0'GALV, k l"OA.x00fi0"GALT/ 2"x2"xl/B"•-• J T"x2'x1 8 E%ISTING WOOL EXISTING WOOD i`O.O.x0.060"GALVATi2EO / 1'EL WASHER GAL*4'0.. --,'FUSSES 4R RAf'TER, STEEL WASHER'S 2a'o c. --YRUSSES OF RAFTER STEEL WASHER 2a'0.c. ALUMINUM TUBE STEEL WASHER is 24'a c ALUMINUM TUBE STEEL WASHER®24'q.c. 5/:6'0 TAPCONS XL _ 5/!E":'APCONS XL - -_: I= _ W/2 1/2-Min. ,y W/2 1/2"Mint-•:z: ••" { PENETRAToON PEN ETRABOY - A.: •..''^..� _ (2)2'x4^OR k2)(2}214'OR - -� ,..+- t ~`'"•""`. I F 216"CONT--- (' 2'x6'CONT.- .% WOOD HEADER `' WOOD HEADER (2)2'94'OR (2)2'.4"OR ' REQUIRED .,%'rte`^�. REQUIRED 2"x6'CONTr- I_ 2'x6'CONT: �. WOOD HEADfR W000 HEADER _ REQUIRED REQUIRED _ EDGE OF f '_ EDGE QF I .. /"� EDGE OF j� j —'fl an EDGE 0£ " In OPENING b Q OPENING -- OPENING ! ( o OPENING t ----O z z n fipl o EXISTING y ( i I I- - o EXISTING __..1 1 L +� GLASS_ G)OSTiNG _ ( EXISTING GtAS6- f \\\ o = ) N G1A55 E%fE1tlOR b GLASS_ E✓(iFA1DR w �: DIfEPoDB (BEYOND) I� k (BEYOND) J I: I (BEYOND). t I (BEYOND)• tl 4 w @2)OR 3 _�.:.., ,! A °R� T r-- (T)2"x4"OR M,n. _ I J o € I In f` Min. v z _ - i SEPARAT,pN ) r EX)H00R w (z}z'.a'oR i Mfb. �2)z'x4'OR , . {2)2'x6" TO GLASS "' ) x = 2".6"CONT. ( I SEPARATION i 2".6"CONT.- SEPARATION CONT.woQD .- ! - t. P + TO GLASS .. Ta GLASS _ 3 STUD 0 i6" x (SEE RSERCDULE ON 3 --{q7 y WOOD STUD -- L' WOAD STUD #. tiJJ w 3 ® i 6'Q.C. I i ' (SEE YxEDInE ON i 3 ® I6^Ox. y (SQ SGI1EOOtE ON ,zw REQUIRED, _ k z _-_:-. w MAX.REOUIRED ._•�1r-_ n SHEET 10) w MAR.REQUIRED -..�__.�. ._ SKW 20) w ___....1._ .-SEE ANCHORS TA 21 - M'". u {SEE SHEET 20) _ _ � {SEE SHEET 20) _-r ._ (SEE SHEET - E" SCHEDULE -.T.__._) j SEPARATIOM1 ''�( �( c 20) I :' - ON SHEET-[7 TO aV55IS 11 m {SCE 6CXEOAE ON I t FS ) SHOT 2O} z 'w B .1 B D 8 In ! I( a< O/B t , 0/8 >< i. { W # ' !I I ) / L y (2}2"xi OR t S�TEE ANCHORS _ SEE ANCHORS .i•' (2)2".6" i 1•j SCHEDULE i d r• SCHEDULE I :r EDGE Of �) '! CONT.W000 i I Oro SHEET 27 EDGE OG ,1 �.. ON SHEET 21 p '-- OPENIN(G � STUD a 16" t. ( py{ OPENING ,i h. .. ;E ?-7.• _ O.C.MAX. ' .4._''� •:. I B�_._-.. t ) SEE ANCHORS 1E. -• REQUIRED. 1 - E.0'+; F -SCHEDULE _ Li 1/2- 1/2.O.062* (SEE SHEET t _ _2".4'x0.062'.Cow. _ _EA. .CONT.ALUM.ANGLE 2p) ALUM.ANGLE '; �(ON SHEET 21 5/16.0 TAPCONS XL 15/16-0,5/16.0 TAPCO14S XL ( T W/2 1/2"Min. 0/8' 0/8 , w/2 1/2`MH PENETRATION ! I 1 :- PENETRATION 0 B j 0/8 -WALL FINISH `WALL FINISH 0 2 0.c 2".a'OR 2"x6" �H 24"q c. 2"a4'OR 2'x6-, i F 2"x4"OR 2'.6�. 1 f 4- 2"x4"OR EXISTING WQ00 I CONT-WOOD EXISTING WOOD ,CGNT-WOOD T ' CONT.W066 EXIS11 G WOOD COM.W000 - DECK OR }BOTTOM PLATE " - ,1' DECK OR `BOTTOM PLATE ''` " I I EXISTING W006 y BOTTOM PLATE I pECK OR BOTTOM PLATE u I CONCRETE STAB' REQUIRED CONCRETE SLAB REOUIRED ' ""'a DECY:OR REQUIRED ii -CONCRETE SLAB REQUIFED REQUIRED.-, t{SEF SHEET 20} .� REOUIRED. {SEE SHEET 20} �- CONCRETE SLAB; {SEE SHEET 20} „/"- REQUIRED. (SEE SHEET 2O) 8 .--...,-~ '-.._ E REQUIRED.' L,._ ..� , ..___, '„r• I - - EDGE. EDGE. S •'-••--- �'•% - �L'~._.!••- _�= Ii AGPUCABLE) ^•••- ._..":_� �y !•i �__ _— _� __...— PPRI..PBtE) WALL MOUNTING WALL MOUNTING BUILO-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. 111111111111111 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ," ,jl'✓�j�'wr C 2015 TILTECO INC N a u t i l u s DRAWN.L. _�1cENSF Rolling Shutter System c4/IQne !L E C Q IAC. DATE ��� •',*.= EXPERT SHUTTER SERVICES INC. TILLIT TESTING & ENGINEERING COMPANY 6)66....361N.9.,S.. 05, 9u1t1 eMDE7+6. 1626 SW.BILTMORE STREET 15-071 -�(•{ met.:(7gs)a»-liTq:Lea:txis)6rI-19:e PORT ST LUCIE,FL. 34464 .4` e-mqT:l:ltecg6eq,.cgm PHONE:(BO)]49-9056,FAX:(772)871-0990 DRAWING No OF s-o'•, STATE r ty Ee-0006719 ,a.(800 T WALTER A TtLUi Jr.PE- �i. FLORIDA.lic 8 4a1E7 eW II-znv/u SXE[T 7 tlr 2E —--Mm.E.5 — PO-IFEC CONCRETECR GROUT GRCUT FILLED •' --7)OF.f.I I GRI.I 1 pOUREC ,!On�) J`~ POURED CONCRETE BLOCK __ �✓ tiJ - CONCRETE OR F POURED 1 I GR )_ (SEE SCHEDULES ON (SEE SCHEDULES ON GROUT FlLLEO- "' (SEE SCHECULES CN _ CONCRETE OR _ K �,, CONCRETE OR SHEETS 17& 18) SHEETS 17& 18) CONCRETE BLOCK • SHEE)S i7& 18) \ GROUT FILLED" GROUT FILLED— CONCRETE BLOCK •.� {SEE SCHEDULES CN-..� CONCREFE \ SHEETS 17$18) BLOCK 2.750' - �; .• - ,d` 'A z sae"..—..__3.452'---- 5 -�J 4°c.c. ADR E1 z' -2....x...2" E2 DR E3).. z OR 1 ! A rl� '� �/I'y�} _ 4 EIC. -I- \-.' .....- H OR 1/8'sup rJ2", 1/a" ''y D I 8'4'O.C. 1�2. 1/4' �1 FLUSH MOUNT (WALL) !. OR t/E•SLIP `J OR 1/e•SUP �J a'a.c /2-,J4• - SECTION Wf STORM BARS OR 1/e'SUP L TRAPPED MOUN BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SCALE 3/16'.I' SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE.1/4'. 1" � GR G @) DOR`-•' I & -OFs3 4'G.C. 50' 2.7 ; (/q�}- •! 4.D.C. !�4"O.C. 1/2'.T/4- OR✓ ®4 a.c. Aa-. `1 ii' ) .1 A OR 1/8'SUP D '�r�•� SECTION 0'—Q' (PLAN)/2', 1/4' �1JI 1/4" 1/2". I—/4" � ORIENTATION #1 / OR 1/8'SUP OR 1/8`SLIP / OR 1/8'SUP OR 1/8'SUP,��.../ ®„OR1/8'/SUP OR 1/8'$LIP© WALL MOUNT END MULLION SECTION Q—Q (PLAN} SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #24 D.C. 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-_i' r/2".iJb t/2' OR / SLIP - OR / SLIP (2) 2"x4" OR t e• 1 8' (� 2"x6" STUDS---- `J ..--•-----..—..._.___...--------_._.. l /�'("'�j") \:J ED:;,to, III (2) 2"x4" OR (SEE SHEET 20) -r i•.• ' {SEE SCHEDULE G 2"x E" STUDS— }- ON SHEET 21) ALTERNATIVELY TG_�H A. E0..E0. 01 (SEE SHEET 20) J' (SEE SCHEDULE )AIN. 112" 1/4"0-20x3/4" S.S- M-S- ' ON SHEET 21) RlnvooD— W/ NUT MAY BE USED SECTION 0'—Q' (PLANT MIN. 1/2'• FOR THIS CONNECTION ORIENTATION #2 PLYWOOD-. WALL MOUNT END & INTERIOR MULLION -- — E2 GRE3 1.750'=2.250" 2"OR t' i �> .�0t ti�P,TIQl'!",,, -� 112`•1/4` H "" OR 1/8-SUP - O �� 4••'" •••" ��r FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) l.:Jl OR 1/8'SUP � �", .C.2015 TILTECO INC. DRAWN 9Y: FLUSH MOUNT (WAW BUILD—OUT MOUNT ND.44167- Nautilus F.R.L. _ Rolling Shutter System as/:D/IS SECTIONS 0'—O' (PLAN) = - - !L EC O tlNc. EXPERT SHUTTER SERVICES INC. OTE S+O•• 5' TAT. �y""��V � TILUT TESTING t ENGINEERING COMPANY 1355 p:x.aal!.sl..sL.roe.vwcixu—D&NI.n.XI... 1626 S.W.13ILTMORE STREET G--. /j(y`• 1C�� aro,.,p95>en-u39.FW:(5m)en-ssl 1 v Q71 i''�O•• 't{� V�••��`� PORT ST.LUCIE.FL.34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ��' U�.a °-m°"°""eC6m`°''`°^ PHONE:(800)749-9056,FAIL(772)871-0990 DRAWING N. S •Gc9I �� EB-DOGE719 I{•� WALTER A TILLR J,.P.E. x^101 4`rz •'^r"• SCALE:1/4'.t` F.E.'! 11 t•'�j 11�2A DATE FORICA i:°.It 44167 -3a7 w/,oJ,> vre3 SNECT 8 OF 26 -- -A !,/2" M;n. E.D— 3 --- .4 I/i' M'n. E.D. ---FOR 3/8"0 CALK-IN ANCHORS (4) 3/8"c CALK-IN ANCHORS OR - 3" ?Ain. E.D.- - - 3" Min. E.P.- -FOR Ir'4'0 SOLID-SET ANCHORS (4) i/4"m SOUR-SET ANCHORS OR _ (4) 3/8.0 KWiK BOLT TZ EXPANSION ANCHORS OR (4) ANCHORS* PER - 4" Min. i.. �••• - - ••4" Min. E.D:--•--FOR 3/6"0 KWIK BOLT TZ EXPANSION ANCHORS (4) 5/16`¢ TAPCON XL ANCHORS- STORM BAR CONNECTION, - ••3 1f8" Min. E.D: - -..3 1/8" Min. E.0-•----FOR 5/16"m TAPCO14 XL ANCHORS 1 3'-7'' EDGE OF SLAB EDGE OF SLAB 5/16"0 TAPCONS XL W/- ! SEE TABLE 2 ON SHEET 23 T APPLICABLE2 1/4"Min. EMBEDMENT (Typ, TOP & BOTTOM) IF APPLICABLE . & 1O.D.x0.060'GALV. I. i • STEEL WASHER 0 24"o.c. 'i; _v,, •-•C, ., EIRMOR 4" Min,E:9. 2.. 2"x2"x1/8"x0'-5"(6063-T6 ALLOY) ' POURED CONCRETE 6 e -. POUREC CONCRETE••- - •' f f ALUMINUM ANGLE EA. SIDE W ALU N / •(F-3 Ksi) 5"min. 1_ (('c-3 Ks;) 5"min. `--' 2" 6 O (2) tf4°0-14z3J4" ITW BUILPEX TEK THICK REQUIRED - r- -5/16'0 TAPCONS XL THICK REQUIRED ' lam' W/ 2 1/4*Min. I SCREWS TO STORM 8AR©K EMBEDMENT& ) " ' ( """5 (Typ. TOP & BOTTOM) - I"O.D.xOA60"GALV. -Il •`f -. STEEL WASHER C u (` ) SECTION S-S 24"a.a. 2" e 4 Box ai • - - -ti ME SCREW ULLY ChISCOOED INTO ANCHOR /K, }. ANCHOR ..:.- BOX `J 1" Mir,. FOR ==: _..:...-'--'•-T 1=1 ... *.. WIND ZONE -. '-3 t �' DETAIL I i .;k 2" Min. FOR 1'SEE STEP 3 ON SHEET 14 FOR SPECIAL cv �' fk 1/4'0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE-�' z N _ •=--5c` 1/4"m x 3/4" SOLID-SET OR 3/8"0 x 1 1/4' CALK-IN ANCHORS I TREATMENT FOR MND ZONES 1 THRU 3 ¢ N 4 4 0.,- 1" Min. FOR j RESPECTIVELY SHALL 8E LEFT TOGETHER W/ANCHORS AT THE TIME Z N N W ¢ - --•--- w WIND ZONE STORM BARS ARE REMOVED. (SEE DET. A). In W - !I @ 1 t E�CTERIOR Min. In SEPARATICN TO E o (2) ANCHORS* PER m z GLASS �---'t n 2"Min. FOR ' �"'—nD STORM BAR CONNECTION, (SEE SCHEDULES ON �J - o ,SEE TABLE 3 ON SHEET 23 0 ) 1 �+ WINDZONE _- -_ BEYOND + SHE 15 & 16 2h j(Typ. TOP &BOTTOM) (2) 3/8.0 CALK-IN ANCHORS OR •// m D{TERIOR W -SEPARATION TO (2) 1/4"9 SOLID-SES ANCHORS OR x /-^� CLASS -1, (2) 3f8"m KINK BOLT TZ EXPANSION i IN �'' (SEE SCHEDULES ON• y`�A ANCHORS OR �•/ SHEETS 15 & 16) (2) 5/16"0 TAPCON XL ANCHORS BEYOND EXISTING---- ! CLASS 2" EX ERIOR - - • , a {- ` 2"x2"x1/8"z0'-5" (6063-T6 ALLOY) EXISTING_..- !I •' y! GLASS I 'ALUMINUM ANGLE EA. SIDE Wf S �JI S1 ----- -- ai Sj 2" O `'•{2) 1/4"0-14x3/4" ITW JILDE% TEK I l i SCREWS TO STORM BAR aK 7 (Tm TOP/BOROM). .i (TYP.TOP/BOTTOM) ---5" (T ® yp,TOP & BOTTOM) S -- --; -� .S e s ' 4•' SECTION S1 -S1 TUF BOTTOM (TlP. 1 ). I: ,I`(TYP.TOP/807,0M) ----•--- .2 1/tB"' 1,4 f MIN. E.D' .+. E.O. q POURED CONCRETE -1 1/2'x1 1/2"x0.062"xCONT.ALUM. f'c=3 ksi 5" min, - Ea c ( ) ;/ ' ANGLE Wf SJi6"0 TAPCONS XL vrj • _ i- THICK REQUIRED 5/16"6 TAPCONS XL W/-• -r 2 1/4"Min, EMBEDMENT $ 24"ox 2 1/4" Min. EMBEDMENT EDGE OF SLABr POURED CONCRETE-' ' EOGE OF,•SLA6.! ' ' WALL MOUNTING IF APPLICABLE 5amh THICK REO'O -IF APPLICABLE ,A`XX & T111TtttiNgiiitp�//q/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -•--� 1/2" M.im E.D_ - ---4 1/2"Min. E.D.--"---FOR 3/8"o CALK-IN ANCHORS \t J �� oRAwN 6r; C 2015 TILTECO INC. F.R.L. ----3" Mir. E.P.--- —3" Min. E.D•---^- FOR 1/4"9 SOLID-SET ANCHORS Q`^'• �EN SF f�f_ N »•----4" Min. E.D,--•-- ----4" Mm. E.D — FOR 3/8"0 KW%BOLT TZ EXPANSION ANCHORS Rolling Shutter System c4J10i15 -. .3 118" Min. E.D. --. •-----=3 1/8" Min E.D. --.Fo?5/18"0 TAPCON XL ANCHORS ILL. EC 0 1N� OAT"EXPERT SHUTTER SERVICES INC. ` TILLIT TESTING& ENGINEERING COMPANY 361n.sc,sl•.Dos.necxu ueoars,r,.95Iee 1626 S.M,BILTMORE STREET 15-071 FLOOR TO CEILING t TRAPPED AND WALL MOUNTING:STORM'BAR '* `� STALE 0 ,Av °`" �""°"-`�' `° `"°""""" PORT ST,LUCIE.FL 34484 A .+`,. �, -mdl�tiihcaCoo:.com DRAWING No SECTIONS V ~+" q~� EB-0006719 PHONE..(fi00)149-8056.FAY (772)671-059p '• WALTER A ALDT Jr.P.E. _"-"• a�:ax arz m.x. aacmrmn o+rz SCALE;3 16"=1" P.U/ iGN.gTUR \\\ FLORIDA Lic. 44767 o+P n-an +AWu s SHEET 9 Or 2E -9' Win. E.D.--• Min, E,Dr ----FOR (1) 3/4"0 KWIK SOL7. TZ EXPANSION -2" ANCHORS @ END AND INTERIOR MULLIONS @&0 (ORIENTATION #Q AND END MULLIONS@&(D(ORIENTATION #2) t 3 1 FOR (2) 3/4-4 KWIK BOLT TZ EXPANSION 177� 171-1 ---g* Min. E D: Mi'. E.r=.-- ANCHORS ra' INTERIOR MULLION(0 EDGE OF SLAB (ORIENTATION #2). EXPERIOR EDGE OF S�AB EXTERIOR IF APPLICABLE T7FT- IF APPLICABLE 3'x3'x1/2"x0'-6" 4 1 (6061-T6 ALLOY) N V\," 3Alum. ANGLE EA, SIDE W "x3"xl/2"xO'-4" e2) 3/4"0 THOU BOLTS 1 T-- (6061-T6 ALLOY) Alum. "j'-'En L','. TO MULLION',GI& -T:T--= 1 POURED CONCRETE * .: I ANGLE EA. SIDE-W/ (2) 11) 3/4"0 KWIK BOLT TZ '--F (fC = 3 ksi Min.) 3/4"0 THRU BOLTS TO EXPANSION ANCHOR 1 1/2- 8"Min. THICK REQ*D. MULLION(G4 (1) 3/4"0 W1 6" Min. EMBEOMEN. L KWIK BOLE'TZ EXPANSION TO POURED CONCRETE ANCHOR W/ 6' Min. Typ. TOP & BOTTOM) EMBEDMENT TO POURED CONCRETE (Typ. TOP & -4-- BOTTOM) - E)GSTING- GLASS SECTION X1-X1 W/nG ALTERNATIVE SECTION XI-XI W/nG oN Min. (END A INTERIOR MULLION) (END & INTERIOR MULLION) 0 R K,IN QG) (W/ ORIENTATION 1 (W/ ORIENTATION # 2) (4"W') (15%4") 3"x3"xi/2"x0'-4" 1 1/2' 1 1/2" 1 1/2" 1 1/2- (6061-T6 ALLOY) 7- Alum. ANGLE EA. SIDE DE W/ (2) 3/4"oHRU BOLTS 13- 3' 3. v z (1) 3/4"0 KWIK BOLT TZ 17-71 ED 6 TO MULLION 0 EXPANSION ANCHOR POURED CONCRETE (Typ. 4" R/8 or R/8 or om 4" w TOP & BOTTOM) mvn R-/8 R'/8 w Q/8 w Q/8 or W/ 6" Min. EMBEDMENT TO EXTERIOR EXTERIOR (G I EXFERIOR w '/2' T 1/2' xi xi 1 1/2• 3" Yx3%I/2"xO'-8" (60151-T6 ALLOY) (TYP.TOP/BOTTOM):' xYxl/2"xO'-8" (6061-T6 ALLOY) 'Alum.ANGLE EA. SIDE W/ (2) 3/4% (Typ,TOP/BOTTOM) -1- Alum. ANGLE EA. SIDE W/(2) 3/4'0 EO.---�--ED.- 1 1/2' THRU BOLTS TO MULLION f.1,& (1) THRU BOLTS TO MULLION 1�:I, & (2) "0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPANSION 3/4 2*'-^"2-" ANCHOR W1 6" Min. EMBEDMENT TO ANCHOR W1 POURED CONCRETE (Typ. TOP& 6" Min. EMBEDMENT TO - POURED CONCRETE (Typ. TOP & ral------ 1�'� I" I SECTION X1-X1 W/ BOTTOM) BOTTOM) POURED CONCRETE ',-(f'c = 3 ksi Min.) (END & INTERIOR MULLION (END MULLION ONLY) (INTERIOR MULLION ONLY 8" Min. THICK REO'D. EDGE OF SLAB (W/ ORIENTATION # 1) ALTERNATIVES SECTION Xi-X1 W/ (8"X4") (W/ ORIENTATION 2 EDGE OF SLAB IF APPLICABLE APPLICABLE FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X8") -----9" Min. E.D— Mia ED:---ANCHORS 0 INTERIOR MULLION; • SIDE RAIL:-b-AND BOX NOT SHOWN FOR CLARITY --g'Min. Min. (ORIENTATION #2).FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Q&@(OR)E,14TATION 1111 & #2)AND • (t(ORIENTATION #2) C ZDIS TILTECO INC. F.R.L Nautilus DRAWN By: END MULLION FLOOR TO CEILING TRAPPED MOUNTING:MULLIONS nG OR44 0 1) z Rolling Shutter System 04/10/lt SECTIONS W-1 __ - -11LIECO .., V DATE 140, .. ;� T SHUTTER SERVICES INC. cc- EXPERT TLLIT TESTING & ENGINEERING COMPANY -JW. 1-071 1626 S.W.811.71M.ORE STREET 7 z (�A-V,3. $31 PORT ST.LUCIE,FL. J4984 DRAWING Na —.1 FiiONF-(00)749-9056,F-("2)671-09gC END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION EB ODOE719 WALTER A TILUT a F.E. :ET 10 OF 2E SCALE: 1/8"= 1' FLORIDA EDGE tr APPLICABLE 2"xM.ULLICN DEPTH.!/6" CoM. ALUM. TUBE (TOP & BOTTOM) Wi 1/4"3x3/4'iT,i'Bu(LDEx TEic SCREWS 6J16"0 TAPCONS XL W/ 2 1/4" 7 3,'4" W/ !"O.D.x0.0E0"GALVANIZED STEEL MIN. E.D. 2 if6" .� Mia EMBECMENT CK 24" O.G. WASHER 4� 24"C... Min. E.C —,•_•. •=. 7" 1 1/2" _ EDGE IF APPLICABLE- - EDGE IF APPLICABLE __� CONTINUOUS POURED---", 7 3/4" Min. E.O. -- - _ 7,„ CONCRETE(f`c=3 ks Fin.), 10' _ 2„ 7= 2».� 8"Min. THICK REO'D. 7 3f 4" Min. E.D. 2.. - -2" - -' - - .. _.._ _.�.. •-END CAP ---- POURED CONCRETE Lu 7 3/4• (f'c = 3 ksi Min.) - POURED CONCRETE _ Q_ Min. E.D. -�-EQ.--EQ. 8" Min. THICK REO'0. EXTERIOR (f'c = 3 ksi Min.) '-�, 4"EXTERIOR 4»_..._ 8" Felin, THICK ^nE0'G. I , zoo I DMIOR z" <N OG1 OR _ G OR G1 2 4" G OR G1 __.. _ I - t 1 T' " - :• 7 3/4" Min. E.D--- :_ ...-.._.... 2„;, °—= n Qf 8 or Q�8 of 7 3/4' Min. E. ..... -L ~ r R/8 OE 4"x4"x3/8" (6061-T6 ALLOY) (6061-T6 ALLOY) R/8 OF o vx; R,/8 '/is R $ -'-'-" -- - - Alum. ANGLE EA EDGE tF APPUCaBLE- SIDE. Alum. ANGLE EA. SIDE. Z o _ _ EDGE IF APPLICABLE T J1 * ALTERNATIVE SECTION X2-X2 W/(GO OR(G�* Z o MIn' -EXISTING_ (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/(7 OR �= GLASS I ALSO INSTALLED TRAPPED MOUNTED END & INTERIOR MULLION J, PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) W LW/ ORIENTATION # 2) ORIENTATION 1) n .2 1/16„ . . .. . .'..'. t4"x6" or 4"x8") Min. E.0 /" 1 1/2"xi 1/2'x0.062"xCONT. ALUM. (6"%4' Or $"%4") 7 3/4" —`-""- ANGLE W/ 1/4"00/4" ITW BUILDEX MIN. E.D. TEK SCREWS 0 24" o.c. TO TUBE. 1 1 2 -IL-•--•-}----_-- .� --- -T t SIDE RAIL D'NOT SHOWN FOR CLARITY 7" CONDNUOUS POURED----_- 7" 10” CONCRETE(f'c=3 ksi Min.) B"Min. THICK REO'D. X2X2 (Try.tUPJ66Ti9N) . 1 1/2" ____ --- I 1 1/y., (tty.TOP/acnov} ' 7 3/4" „4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. -EQ—EO- EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION 11\igtyil!!4!�!t!!! +7j7/ Etya y!t & (2) 3/4"0 KWIK BOLT TZ EXPANSIO14 ANCHOR A\ '(yT'i l� tai/ FLORIDA BUILDING CODE (Non Highh Velocity Hurricone Zone) •: - Wf 5" Min- EMBEDMENT O POURED CONCRETE v;.+ C 2015 TILTECG INC. WN l.!U I I U S DRF.R.LDT j WALL. (TYF, TOF & BOTTOM). 0 lys ••••�, EDGE IF APPLICABLE-' 1 F �"� Rolling Shutter System 04/10/15 WALL MOUNTING:MULLIONS (G7 OR l�V ;-NI,� `"l ` �.C Q i Nc. POURED CONCRETE WALL -*= Date -^ TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 Z '',Sjj( ('{ 5vs....Tem.s1.,s:.Tas.nxcxw 9woexs.n.TT.Sc 1626 S.W.RILTMORE STREET 15-071 (+ Pnvm:(To516H,1 .Far:1.).l-1ST: PORT ST.LUC1E,FL.34954 ";("��•• , �tQ`\� a-mol:Utecocool.— `.uNE:(e00)749-9055,rax:(772)671-0990 o"%ING Ne END&INTERIOR WALL MOUNTED MULLION INSTALLATION F .. oR`loa.• �,,. WALTER x 03005719 P.E R . «n SCALE: 1/8"= I" /� �.1 G \ ATE GRIDA Lia 7 44(E7 T do i1-�41 4�0/�. a SHEET 11 OP 2E - ^._—S- Min. E.C. D' Min. E.D— .___FOR C1J 3/4"o KNIK BOLT Tz EXPANSION ANCHORS @ END MULL.'ON 3'y3"x1/2'x0'-4" I .---.I• (ORIENTATIONS #7 & #2). (6061-T6 ALLOY) Alum, + 1/2' FOR (2) 3/4"4 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE 45'/ (2) Wig -I -- -- 9" Min. ED.--- ---�" Min. E.D: 3/4"o THRU BOLTS TO _.. -ANCHORS 0 INTERIOR MULLION® MULLION G2& (1) 3/4"0 (ORIENTATION #2). KWIK BOLE TZ EXPANSION ) ANCHOR W/ 6"Min. EDGE OF SLAB - EDGE OF SLAB EMBEDMENT TO POURED IF APPLICABLE - ~IF APPLPPLICABLE CONCRETE (Typ. TOP & )• ' j BOTTOM) / 7" EXTERIOR POURED CONCRETE--' ''-(f'c = 3 ksi Min) _ 3' 1 B" Min. THICK RED'[) I - 7 3" EXISTING GLASS Q_ SECTION X3-X3 W/ G? z Min. --. GZ (END MULLION ONLY„) O N �h EXTERIOR 1/2"(W/ ORIENTATION # 1) 1/T' 1 1/2` m 1 2. 2N l N f(Ya1 j n h -n 3" D=2 I -- o 4" EXTERIOR / 4" EXTETtIOR Gz Gz 10 —L. - 7= 1 1/2' U 5z r`3 1/2'-,--3 1/2" (TYF.TOP/BOTTOM)` X3 —3"x3"z1/'2'.x0'_7"(6067-T6 ALLOY) (TfP.TOP/BOTTOM) -�3%3'xi/2"x0'-7" (6061-T6 ALLOY) EO.--�--£0. Alum. ANGLE EA. SIDE W/ 2) 3/4"y Alum. ANGLE EA. SIDE W/-(„2) 3/4"4 L THRU BOLTS TO MULLION C. & THRU BOLTS TO MULLION t & POURED CONCRETE (1) 3/4% KWIK BOLT TZ EXPANSION (2) 3/4.0 KWIK BOLT TZ EXPANSION (f'c - 3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO 6" Min- THICK REO'D. POURED CONCRETE (Typ. TOP& POURED CONCRETE (Typ. TOP & ---- '- ' I If BOTTOM) BOTTOM) r ' (END MULLION ONY) INTERIOR MULLION ONLY) - ,'; .;1= EDGE OF SLAB' ALTERNATIVE SECTIONS X3-X3 W/ G * ___ EDGE OF SLAB IF APPLICABLE, +IF APPLICABLE (WI ORIENTATION # 21 FOR (2) 3/4"0 KWIK BOLT TZ E PANSION (4"X7") —9" MIn. E.Dr•-- -+ - —9" Min. E.D......"'-ANCHORS * INTERIOR MULLION (ORIENTATION y2). Illullnuupl// 0 SIDE RAIL D:AND BOX NOT SHOWN FOR --- --9" Min. €.C: --------- - --g" Min. E.D:--- - FOR (11) 3/4-0 KWIK MULLION 1Z EXPANSION `,le"I''`�R A• F�+(jj-X4i�z' CLARITY. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & {/2). ` •°•• +'� D 2015 nLTEcO INC. DRAWN 6Naut1ius T: F.R.L. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? _ N0.44167_ .�.�.�. Rolling Shutter System (4/10/15 SECTION W-3 -- DATE - - ATE,Of— °.�Q`` TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC.wt. n 162E S.W.BtLTMORE$TRE Ts-cz. 11 e]a5 N.W.1EN.91..sN. "Wcw°,vaoEns, wtEE ED * 'moi .,rC° tIRt V :' •s: 1w.Fex:{w3)BTi-t53 PORT ST.LL'CI£.FL.54584 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION - F ��',.� °-m °"°° ° °°m PHONE:FOR TST.LLIfi•FAX:(772)e7+-0990 DRAWING Na S' p e-00057!9 SCALE; 1/8"_ , '/+j." •"•-• ` WALTER A T1LLlt Jr.-E °tfO0+A0M °1n SHEET.2 OF 26 / F" $J p A E FLORIDA D°.f 441E7 ow n-xq Vfo/+x mE 111111 R EDGE IF APPLICABLE•., 2"x1.1ULUON DEPTHx1/8" Cant. -ALUM. TUBE {TOP & 80 TOM) WI ;/4'e.3/4"iTW BUI,DEX TEK SCREWS 5/16"0 TAPCONS XL W,7 2 1/4- W/ 1"C.D.x006C"GALVANIZED STEEL 2 I/6" ,Min. EMBEDMENT 0 24" c.c. WASHER 0 24"c.c. 7 3/4" Min E.0 �._.._ . MIN. E.R. }" EDGE IF APPLICABLE- 1 1,72• -------- - -- i'2 - ..---1-...—'----- _ -'�- 7 3/4" Mir. E 0. - --- '--•- -- 2- CONTINUOUS POURED—- -- ----- - 2" 7" CONCRETE(('c=3 ksi Min) 10" - - $" Min. THICY, RE0'0. POURED CONCRETE (('c = 3 ksi 1din.) - 8" Min. THICK REO'D. 4.. 0C[ERIOR .. .- END CAP ' w 7 3/4" NOTCH WEB_...__r- _ ._.—....-_ ___... . 4.. g. Min. E.D. (TVP. TOP/80TTOtd) 'E0.--E0. -- - . t _ 7 3/4" Min. E.D. 4"x4"x3/8" (6051'T6 ALLOY) a w -Min_ 'Alum. ANGLE EA SIDE. 1 -- @ MAY BE (WALL MOUNTED SHOWN, N u, EZIsnMUI ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE w GLASS ; PER SECTION 0'-0' ON SHEET 8.) w ` �In DURIOR SECTION X4-X4 W/ G2 a o - (END & INTERIOR MULLION) w I Q� (WI ORIENTATION 2) �NQ1/8J v Min. E.D1�" __I 1/2"xi 1/2"x0.062"xCONT. ALUM. SIDE RAIL,D:NOT SHOWN FOR CLARITY 7 3J4^ ''-"---- - $" ANGLE W/ 1/4°0x3/4" ITW BUILDEX _ a MIN. E.O. -T TEK SCREWS @ 24" D.C. TO TUBE. 1/2 7' CONTINUOUS POURED 10" CONCRETE(I'c=3 ksi Mn.) 8"Min, THICK REO'D. IV 7" 1 (T7P,TOP/BOTTOM) �- 1/2• } 1/2" (�•TOP/BOTTOM) r—•-----..—__. __.1/2 3 MIN. E-D. J -D. '- �.-4'z4"x3 $"x0'-10"(6065-T6 ALLOY) m ASu . ANGLE A � '\ EO—EO-. EA, SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION &(2) 3J4"0 KW1K BOLT T2 EXPANSION ANCHOR ...........�T � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` - 'M/ 5" Min. EMBEDMENT TO POURED CONCRETE SF� ~w O 2015 TILTECO INC. N a u L.i l u S DRAWNR4�. EDGE IF APPLICABLE ` WALL. (TYP. TOP & BOTTOM). •'• �' -- No.44167 Rolling Shutter System 04/10/15 WALL MOUNTING:MULLION �ic - = 11. ECO/Nc. EXPERT SHUTTER SERVICES INC. DATE POURED CONCRETE WALL =�.L� S 6T5 TILL POURED 3E0NCHgE�Eul_�co.. 1 1626 S.W.BILTMCRE STREET 15-071 SECTION W-4 /NY,� /Tp /'<•c,� an••:{losj671-157n.re.:{soNen-ls3t PORT ST.LUCIE.FL. 34984 -0990 DRAWING No FND A,INTFRIOR WAI I M01 INTFD 11tH 111 InN INSTA!I ATION ES -000caa'�V��n•F�OnIQ�•'\�v��,, e-moil: 6719 BaGl.cOm GHOY6_(600)7.9-9056,FM:(772)071 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1). 1. MINIMUM'SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIO STORM BARS SHALL STEP 2:ENTER TO CHARTS (1a, lb & 1b') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.):THE OF SLATS TO GLASS. ' REQUIRED MAX SLAT SPAN 1"ft. 2.ENTER SCHEDULES 1 a THRU 2r 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 M-VLLPN SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &t63),MULLION TYPE& MULLION ORIENTATION. - ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 1 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 JRAIG�ED M G ).PR LL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(,G.9,,qg& 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 Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART 1c,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS WIO 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 WIA.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,VIO&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES I a 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)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(7g,'G:1. ,1,f & MULLION TYPE&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(::G�-,,',Gj,r@ & 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ' PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. N: ILI .... ...... ��'riyFLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ... -1 C 2015 TILTECO INC Aq DRAWN BY: Nautilus F.R.L. Rolling Shutter System 7: o.-441 B7. INC. -- DATE EXPERTSHUTTER SERVICES INC. TILLIT TESTING& ENGINEERING COME.... .55-,451+S,w"-— - 'M 1-1 1626 S.W.IRLWORE STREET '15-071 yse 4-0 PORT SL LUCIE,FL.,34984,__., DRAWINO Na 0 nv� PHONE:(800)749-9055 rev SLAT PERFORMANCE CHARTS la, Ib, lb' & 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 VVIO STORM 13ARS CHART la CHART III CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITNE AND NEGATIVE AS.D.LOAD USE MAXIMUM PDSITVE A.S.D. LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5116"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 GLASS A.S.D, 'LJMAX.' (FT) *LuAx., (FT) "LmAx., (FT) MEASURED TO BACK OF SLAT (in) DESIGN WALL TRAPPED BIJILD-00 BUILD_oUT RESIGN WALL TRAPPED BUILD-OUT BUILD-OLIT WALL TRAPPED ' BUILD-OUT JOUILD-OUT, MOUNT WIO STORM BARS W/ STORM BARS RATING MOUNT MOUNT �IUNT a MOUNT W/ MOUNT MOUNT MOUNT W/ MOUNT MOUNT W/@ N ZONJ WIND ZONE NO ZONJ YAND ZONE M 11 0 DIES SEE NOTES 4 1-3 4 (pSf) SEE NOTES SEE NOTES SEE NOTES SEE NOTES SUE NOTES SEE NOTES SEE NOTE, SEE NOTES SEE NOTES* SEE h SIDE NOTES ND 30.0 20'-0* 15'-4- 20'-0" 20*-0" 20'-0' 15'-4" 20'-0' is*-D' 20'-:0" 15*-4' is*-O" 15-6- 14 6- 7- .0 -0- 18'-0" 0-0- 15'-0" 19--0" 167-3- 20'-0- 1E7-0•: 16'-3- 14'-0" 14 1/2" 7" 40.0 0- '-2- 19*-7' 16'-6" 201-0, 14*-S' 17'-4" 14*-lD" I8'-11' 14*-5" 14'-10' 12,-9" 1" 14 1/2- 6- 7' 45.0 201-1. 151-o" la'-o" 5- 0-0- 14'-2" _T67__0_-__ 13'-9- 17'-4- _14'fi"__-73 Zi" 0- _. 131-1" 14'-10 _2" 13'-1 12'-9" 16'`9"-_ 14'-2" 12'-10' 16, 1'_0" 1" 14 - 1/_2"_ -6" 55.0 1 14 1/2- 6* 7' _20'_-C" 1-47- IS-4" 17'-9- 12'-4' 13'_11_ 12'_1' IT-O' 12'-4'_ 12'-0' -6. 6" _60.0--'T97-_i7_ -13--g- -'-14'-g" 12'-7" 11,_8" 13'-2" 11'-5- 14'-2- 1 V-8 11,_4• 10'-0" 1 -j±-'Z?L .- . 9. 1. 14* 7' (Z.0-- 4' 12'-71' IS-1 1- 11'-11' Il'-0, 12'-5- 10*-11 13'-4' 11'-0' 10'-10' 70.0 17'-4- 12'-1". 13'-3" IV-4" 11.-0. 10'_6' 1111-10 12--9- -10'-6- 10'-4" 1. 131/2" 75.0 -6. 11*-7' 12'- 10'-10* 14--3' 10'-0" 1 V-4" W-11" 12'-0* 10'-0- W-10, 8,-10" 1 13 1/2' 6' 7"_ 7- 0'-5" 13'-7" 10'-10" 9'-7" 11•_7• 9'-3- -_ . - $•^6" 1" 13, 85.0 5'-0' -0" -0" 1 D'-5" 9'-3'- _11'-2'_ 9'_3. cr El'-r 1-.._ 13- 7' 10' 13' 3" 90.0 14*-2' 10'-1* 7:7-'7_2 7*- B,_10- l0'-i"_' W-111 lo-q- aw.-I W-10, -o., 1. 12 111" 6' __ _'-_'____'__g;_ " _____F_-7--g- --1.-12 1/2- 6' 7' 9'-8' 10'-9' '-3- 1 12* 6" 7' 12'-9' 9"-_4" 10*-5' 9'-1' 8'-4' -5. B-4 10'-0' 8-4 8 7 ' 9 '_'_8 __- -'_O' 7' 105.0 12'-2" 9 TF -10 '-2- 9-8`� 8 7 1 111/2- __ 81-- " ___ -7--:F- 1/2*. 6". 110,0 1 V-7- -8. 7'-10" 7'-1' 7 7'-10' W-10, T-1 I' - 9-0- 7,_5._ !�7 j7-i; W-:F ------.- .--- --- 11 1/2" 6" 7 9. 7'-5" 81-!5. 7'-6- .-$._11.x- 7'-5 7'-1' 6,-10" 1 7 B. 6'-8" 1. 11* 6. 7' 7- -8'-2'- 7'-4" 7-2 7-3 W-9. 9. 7'-g ii " 7'-2" 8'-5- 7' 0' 7'-2- 10 1/2 6 7 130.0 9'-167- _7'-i;� _o. B. • 35.0 8'_6 7'-7- W-6- 6'-10" 7'-10' 7--1' 8'-2' W-10' 10 1/2-. 6' 7' .0 6'-10" --6'---4" -101/2-' 6. 7''__ 145.0 81-10" 8'-2- 7'-3- W-10, 7'-6- 7'-10' li; 7' 150.0 5'-6" W-0. 7'-2- 8'-G' 7'-4- 7--9- To" 5 7" 7'-10' 8' 3' 7'-2- • To' 6 7' . 7 155.0 -3' 160.0 1 8,-0" 10 r r NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT ytrtrtrtrlNANA AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) WINN 1: 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH \,\rEN8e_ C 2015 nLTECO INC autilus IF.ILL. * N 3/8-0 KWIK BOLT 3 ANCHOR OR 5/16-p TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR No.44167 Rolling Shutter System 04/10/15 DATE WITH 1/4"o TEK SCREWS AT MULLIONS CONNECTION. VALID FOR EXPERT SHUTTER SERVICES INC. WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. TILUT TESTING @ ENGINEERING COMPANY t z 1626 S.W.BILTMORE STREETS .0% PORT ST.LUCIE,FL. 34984 3. mAXIMUh?, SLAT SPANS FOR INTERMEDIATE LOADS MAY BE -0:ut..G.W.... DRAWING Na DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. • 00067/4 PHONE:,(800)749-9056.FM (772)871-0990 MAX.ANCHOR'S SPACING SCHEDULE Va. FOR A GIVEN PRODUCT MOUNTING TYPE,W1 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4'1 > 4'-5't > 5'-6't > 6'-7't > T-9''f > g'-12't > 12'-16't > 16'-20't WIGE(pm.11 30:0 31-40 9 V 9" >41-60 9. 9" 9" 9 9. 9" 7" 5 5;8�' _SLAT t NQM >61-8D 9" 5 5/B'-- 5'i SPAN MAX. SLAT SPAN FOR A >61-t05-- 9� 5 -1 5 5/8" 9. GIVEN A.S.D. DESIGN >1 8" 5" PRESSURE RATING SHALL - 9 -- NEVER EXCEED MAX. SLAT >121-140 9. 8" 7" __9"_ . ..----- -1 ---.-. . -..5L -- SPAN INDICATED ON SLAT L>141-160 9. 9" 7" 7" SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAY.K&O SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4!t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9*-12't > 12'-16*t > 16*-20't RWGE(p.e.f, 30.0 91, 9- 9- 9. 9" >31-40 9. 9" 9. 9" 7 1/2" >41-60 >61-80 9. >106-120 8 1/2" - >121-t40 >141-160 8. BUILD-OUT MOUNT MAX.A.S.D, SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-S'f > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 15'-20't RA'NG ONGE It(P.3.1) @C3 O C @ @ @ @ @ s 30-11 9. 9. 9" 9. 9 9. 9. 9" 91. 9 9- 7 3/47- 7' 5 5/8' >31-40 9. 91, 9. 9. 91, 9. 9. 9. 91, 9.1 9" 9" 91. 9. 91. 7. 7" 6" 5 5/8" 5 5/8" 5 5/8' - >41-60 g;--9. -9- _V9„ 9. 7 1/2" 7 1/2" 6" 5 5/8" 5 5/8' 5 5/8" 5 5/8" 5 5/8"- - >61-80 9- 9 -;7-- . 9" 9 91, 9" 9. 9 7" 5 5/6" 5 5/8" 5 5/8" 5 5/8" 5 5/8" - - - >81-166 9. g.. 91 9. 9. 9" 9" 91, 9" 81. 8" .6 1/2" 6 3/4'. 6 3/4' 5 5/8' 5 5/8" 5 5/8" 5 5/8" - 9" >109. 9. 9. S. 8" W 8- 6 1/2- 6- 61, 5 5/815 5/8 15 5/B I - 121-140 9 7 1/2" B" a- 6 1/2" 8- 8- 6" 5 5/8" 5 5/8" 5 5/8' 7" 75/8. 6 3/4-li5�5/ 5 5�8' 5 5/8- - >�141 8 8" 6" 6 3/4 1111111110"', P,Tu FLORIDA BUILDING CODE (,Non High Velocity Burricone Zone) "%-. ...........\C .. �p". C 2015 TILTECO INC. AWN aY: ENs, lus F.R.L* Nauti Rolling Shutter System C4/10/15 -s DATE AUTTER SERVICES INC. TiLLIT TESTING& ENGINEERING COMPANY EXPERT SH W.-I -1611 � - "'. 1626 S.W,BILUORE STREET 15-071 CIZ (�A PORT ST. LU STAT E6� 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 'WALL MOUNT ukvwjw SLAT SPAN RANGE GERM PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9*t > 9'-12't > 12'-16't > 16'-20't RUM RANGE(PSI) 30.0 8- 8" 7 1/V 5 1/2" • nt-40 8- 8" 4'. >41-60 8" 8.. 8" S. 8. 3/4 f NOTE: 0_ B. MAX, SLAT SPAN FOR A >61 8 4 1/2" 3 3/4 B SLAT GIVEN A.S.D� DESIGN LOAD 6 1/2" 5" 3 3/4- 3 3/4" • SPAN- - - ------ SHALL NM EXCEED MAX. 4 3 SLAT SPAN INDICATED ON >106-120 1/2' 3/4 . >121-140 1j2" 6. 4 1/2- 4- 3 3/4- SLAT PERFORMANCE CHART ON SHEET 15. 6- 4" 4" SLAT SPAN DEFINITION TRAPPED MOUNT A" SLAT SPAN RANGE . DESIGN PRESSURE 0'-4'T > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20' RAM RANGE(P61) r 30.0 6" 6" 6 6- 6- 6" 4 1/2" 5 1/2" 4" 4' 3/4" 3 3 /4" >106-720 6-' ell 51, 4- 3 3/4- >121-140 6" 5 3 3 3/4" >1a1-160 1 6" 6. 3 3/4. 3 BUILD-OUT MOUNT MAXWUM SLAT SPAN RANGE PRIMM > V-7-t OEM 0'-4't > 4'-5't V_ t > 7'-g't > g'-12't > 12'-1 s't > 16'-20't @ @ @ I CE) PATING RANGE(P.O E O �tE :7 f T65 2 6. 6. 5 30.0 6' 6" 6- _6' __6' 6" 6" 6" 6 6" 6� 6" 6- 5 1/2" 5 1/2"14 1/2- -4- - 4- 3 3/4- > 4- 3 3/4" 3 3/4" 3 3/4" 3 3/4" 6- 6" 6. _�I�-±o 6" 6" 6� 6� 6- 4 6" 6" 6- 6" 6" 4 4" 3 4 41 3 > >41-60 6. 3 3/4- 3 3/4- 3 3/4- >61-80 6" V 6" 6; V 5 6 4� 4 3 3/4 2- 3 3 3 31C 6..- 6'. 6" 6 5- 6" 6" 6 1727' 6- 6- 5" 5" 4- 3 3/4" 3 >81-105 6" 6" 6. 6- 6. 6" 6" 6" 5 3/4" 4 1/2" 4 1/2" 3 3/4" 3 3/4' 3 3/4" 3 3/4- 3 3/4" 3 3/4" 3/ - - 3 3/4-13 3/4' 3 3/4"1 >106-120 6" 6� 6- 5 1/215 3/4"1 5 3/4- 4 1/2; 4 1/2' 4 1/2 3 3/4 Is., 5- 5" H3/4" >121-140 6!1 6 3 4 3 4 13 3/4p 13 3/4"1 '13 3 4 4 4 1 4 1 -PT4 1/21 i 17/2' V141-10T /41 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) k Til C 2015 TILTECO INC Ncutilus DRAWN y: Rolling Shutter System 04/10/15 DATE EXPERT SHUTTER SERVICES INC. TICCIT TESTING&ENGINEERING COMPANY 63" S,_,J_ 1626 S.W.StMORE STREET 15-071 cc )M PORT St LUCIE,FL 34964 • l71 L(,/` a-mCfl:liltecC®aCl.camDRAWING N. PHONE:(600)749-9056,F-(179)871-990 PIF "o X�. ES-0006719 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT W-A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RA�TNG� 0'-4'f > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > le'-20't RANGE(p.o.f.) 130.0 g., g,. g. g.. 6" 6.,. g„ 4 / _ g.. __... 8" 7" - ¢-5j2--- >41-60 g., g.. g. g„ 6" / _ _ 4 , 2 . NQM -- -. TIZ„ ___. __ ---. _.._ _— -- _-- --.• -.. SLAT t MAX. SLAT SPAN FOR A -- 6" ? 5 i/2" ---... .- ----....-.. --- - - _-_ -. -- - _.___. .. - --- _ ...- --... . DESIGN >61-105 g" 8" 7 1/2 5" _,4"-.. _ ___ _.. GIVEN A.S.D. -----._ .-..-_ -. ._ _.._-_... _. -.--. .. . . ._ ___ , ,____ _ SPAN PRESSURE RATING SHALL >106-120 8" 7 1/2" 6" 4" - - - ______- Cc— Nig EXCEED MAX. SLAT --_.-., .._ -.—_ _-_-___ -_-._.._ .._ --__.._ - _._-.-_----._. -__._.,.. __-__...._ >121-130 g" 6" 5" - - - - - SPAN INDICATED ON SLAT ___- -..__... _ —. --- - _-. -... - - > ON 1a1-1s0 7^ 5^ 4" - - - - - PERFORMANCE CHART SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT WX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATIN 0'-4't > 4'-5'f > 5'-6't > 6'-7'f > 7'-g't > g'-12't > 12'-16't > 16'-20't RANGE(p.s.f.) 6" 6" 6" - - >31-40 6'• -'-&-•'-- >41-60 6" g^ 6„ 6.. _6 4 1/2" - —.-•-_—.. >61-60 5" 6" 6" 6" 5" 4 1j2" - >61-105 6" 6" 6° 4 1/2" 4 1/2" 1 - - - >,06�120 5 1/2" 4" >121-140 6" 5" 4 1j2" 3 374" - - - >141-160 6" $" 4" - - - - BUILD-OUT MOUNT 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 > 12'-16't > 16'-20't RATING r6- ® © ® Q O P.M1GE(p.e.f.) E E E E E E E E E E E E E E E E E E E E E s 30.0 6" 6' 6" 6" 6" �6" 6" 6" 6" 6" B. 6" 6" 6" 6" 6" 5 1/2' 4- 4 1/2" >31-a0 6" 6" 6" 6fi" 6" 6" 6" 66" 6" 6" 6" 6" 5 1/2">41-60 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 6" 6" 6" 6" 6" 5 1/2" 4 1/2' - - - - 3 3/4" - ->61-60 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 4 1/2 5" 5" 4" ....4" 4v - - - - - 3 3j4" - ->61-105 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 4 1/2 3 3/4" 3.3/4" .,,-- - >106-120 6" 6" - 6" 5 1j2" 5 1/2" 4 1/2 4 172" 4 1/2" 3 3/4' - >121-1a0 6" 6" 5 }/2" 4" 4' - 3 3 4" 3 3/4" - - _ _ - -_ _ - - - - - - - - - �- >14,-1so 5" 5" 4" _ - - -� - - - - - - - - - - - - ��.a""" "p FLORIDA 6Uil01NG CODE (Non % {Non High VelocityHrricone Zone} GEN 2015 TILELO INC. D * Nqutdus R'G y Rolling Shutter System 04/10/15 } DATE �`+ TILU7 TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. PC cyss o».s¢u.a,su.soa.»ncna c+coms.w.ossa t62b S.W.BILTMGRE StREET 15-071 PORT ST.LUCIE,FL. 34964 —mei::lilteco6°al,com PMONr:(WA ra._"nu ser In»..._noon DRAWING Na SCHEDULE VC: Vx FORCES-(Lb/FT) &Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DSIGN PRESSRE 0'-4'- > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pSf) Vx VY Vx VY Vx Vy Vx Vy Vx Vy vX Vy vX Vy Vx Vy < 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 420 1587 540 2112 640 >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 >141-160 781 1 320 1 1186 400 1322 480 560 I_1740 1 640 1 -SLAT SPAN SLAT SPAN DEFINITION NOTE: ITSHALLBE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL- VX FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C 2015 TIILTEC0 INC. * Nautilus F.R.L.AWn" 7 Rolling Shutter System 04/10/15 PATE 11LIECOINC. SHUTTER SERVICES INC. TILUT TESTING& ENGINEERING EXPERT Z7 -1 -.-tot 1%-3 - �. 1626 S.W.SILTMORE STREET 15-071 svtwC6�', * '_'".'..:o-SIM—, PORT ST.LUCIE,FL.34954 It- *"v Z -0:Wit...0-1-1 PHONE:(800)749-9056,FM:(772)e71-4990 DR�%ING N. ES-0006719 SLAT PERFORMANCE CHART Ib 1 & IC 1: (ONLY VALID FOR 112"SLIP) SLAT PERFORMANCE CHART 11b 1 Nat 11C I (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 FOR A GIVEN MAXIMUM As D DESIGN PRESSURE RATING(p SO AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D DESIGN PRESSURE RATING(p s.Q AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'x4"STUDS, INSTALLATIONS VWO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS MO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL I CHART Ib I CHART 1121 CHART 11b I CHART IIC1 USE MWM WILUE BETWEEN POM AM NL AM UMD MOM POWNE"a Lw wUE SW AlIQUIRIB)MIN,SEPAMTO UM MADMOM WUJE BERIM MM AND NWME ASO LOAD USE"MUM WIDE BE KM POM AND Nalm"D.LOAD MW WY MAX SLAT WM MANN TO GLASS MIESURED 70 USE MAXIMUM POSITIVE"D. USE MAXIMUM POSITIVE A.S.D. AAD. (ft) LM111'(M BUX OF SLAT(W WOOD GRADE DESIGN 51160 TAPCON XL ANCHOR MON,SLAT LOAD VALUE 5116'0 TAPCON XL ANCHOR MIN.SLAT LOW VALUE 'RESSUld WALL j 9UfLD-OUT WAU- W/o STORM BARS SPAN SPAN RATING MO MG1 -ow LINT VW�6 WIND ZONES WIND ZONE REQUIRED MAX. SLAT SPAN *LMIN.* (P-f) (a W, BUILD 4 MAX.SLAT SPAN REQUIRED MR SEPARADON TO GLASS MkVWUM REOUIRED MN,SEPARATION TO GLASS ME"M (SEE 1-3 MAXIMUM tvw (ft) (ft) MESURED TO BACK OF SLAT(i.) A.&O. ILIMAx, (ft) (ft) MESURED TO BACK OF SLAT(in)JILS.D. DESIGNI SOUTHERN PINE#2(13=0�55) 60. 4'ff_ 4--5- DESIGN WkL TPAPFIDD WALL BIJILD-W BUILD-DUT WALL TIAPM PRESSURE WALL BUILD-Our BUILO.-Our rW 11 STORM MUSURE W/o STORM BARS DOUGLAS-FIR-SOUTH(G-0.46) 60 4'-5' 4'-s- 5 1/2- PA111,10 MOUNT wou W/ M W/ &Role-= RATING MOUNT voVA W/ WOU W/ WLD-= - (oe) ou WIg WIND ZONES (w) (a WIND ZON (a (a OARS W3 WIND ZONE SPRUCE PINE-FIR-SRH t 1-3 4 SEE NDNS ji) (SIM Nina A) (SEE Nons A) 1-3 Es 4 11 GLO311 4'-1' 4*-5* r,-D" (SIM NDIESA) (SEE NMMA) SEE NOMA He',,S _( 30.0- 10'-0" 101-0, 10'-0" 8'-1' I_ 7- 1- 2* 30.0 0 8'-3" 5- 8 1/8- 35.0- 8 35.0- 7'-g' V-9" 7--9- 7--3- 8 lzc� 40.0- 1/2" 0 7'-7' 7'-7- 7'-7" 7-0- 1 5 1/8 45.0- T07--0- -7'-2'- ---8-11,2- 45.0- 7'-4* V-4" 7'-4' VY, 10�-O" -OL- 7'-0" SOLD- 7'-3' 5;-7 8 1/8- 50,0- _12IZ2: 1/2-- -L. - A:L� i1721- - -i--2, - -9. - -- 55.0- 10'-0" 10'-0" IC'-O" 0- -fl- 7--1-1 8 ---_- :_-�- _-. - L HL-�L 0 �-3----- - - t-- -+-,-, - ------- 60.0 10' 10, a., 6'-9" 7'. SLAT PERFORMANCE CHART (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) FOR AGIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.&O AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN A S.D.DESIGN LOAD(p sQ,SHUTTER MOUNT CONDITION INCLUDING r- INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW g CHART Mb I %"J/ CHART HIC1 5116"o TATCON XL ANCHOR SLAT SPAN DEFINITION USE 1001111111111 Vk)!E 9064DN POWK AN)NWK"D LAND e-S 3/4'MR USE MAXIMUM POSRIVE ASA. ANL WCxw 5116'0 TAPCON)U-ANCHOR LOAD VALUE USE MAXIMUM VALUE BETWEEN POSITIVE JUSE MAXIMUM POSITIVE 4'-W FOR MIN.SLAT AND NEGATIVE Aal),LOM ASD. LOAD VALUE SPAN WON MAX SLAT MIN.SLAT UUL OPOIN REQUIRED MIK SUARATP4 SPAN SPAN TO GLASS WASUIED VM IM. SLAT SPAN REDBIRED UK SEFARAT"TO GLASS B"W SLAT C.)- MAXIMUM 'LIM.- (FT) (it) MESURED TO allX OF SLAT C1.) (FT) AS.D. DESIGN LmAx* (FT) PLYWOOD ME) LOAD WALL.TRAPPED WALL.7APPM Yf7 (2)2,.4-WOW STUDS DESIGN W/o &BUILD-OUT &OUILD-Our W/o BAlls V, PRESSURE WALL BUILD,-= BLqU)-OLff "'LL T-M BARS I ".EACH SIDE.BEYOND)t RASING mom MDUd W/ MOZ W/ &M"-M (pSf) (P-0 Tff IN WIND ZONES WIND 2 W-6 My ND 20 WIND ZONE (SIM Nalm a) (SIM Im A) (SIM NVIES A) A 3 4 ONE NORS A SEE TIDIES A 1-3 4 DETAIL 1 (ELEVATION) 30.0• L7--6-- 7--:6- -6- 8 8z 148 30.0• W-6, -1 35.0 7*-2* 7*-2* 7*-2- W-4- 8.1 j8 35.0 40.0 w60-9'' 6'-9" 6,-9" 6'-1, 1 40.0 T-O" aNOTES 45.0- 6'-8" 6--8- 8 45.0 V-10 50.0 z;, 6, S" I.-,. W-S" 5--1- 1. t/8' 0'-0" 1 5 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS '-7 INDICATE THAT A SPACING 55.0- w 8 1/8" 5 ANCHOR SPACING SCHEDULES ON SHEET 21 60.0- 6 8,1 a- 00.0 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. V>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 •VAUD FOR D'OUAAS-+1R-SOUTH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER + ...... ......r ........... SOUTHERN PINE#2(G=0.55) SIDE OF OPENING SHALL BE 33". SPRLJOE PINE--FIR-9TH(13=10,36) VALID FOR DOUGLAS-FIR-SOUTH(G=0.46) SOLTIMIN FINE#2(13=13.55) VAUD FOR SOUTHERN PINE#2(C-0.55) 10--1 3/4' . ," fl SLAT N DEFINITION SPA - \N tAA fLORlOA BUILDING CODE (Non High Velocity Hu rricane Zone) FOR WALL MOUNT& To-O"Fog am.0-00 ....... C-2015 TILTECO INC. DRAWN BY. MAX.OPENING.VADTR r Nautilus OMR` INSTALLATION INTO WOOD FRAME STRUCTURES \w Ise Rolling Shutter System 04/10/15 DATE 11LIECO p ENGINEERING'N"� EXPERT SHUTTER SERVICES INC. 1ILLI1 TESTING 1, 6159 m 3.S,Vz. ',626 Stssr .W.BILTMORE STREET 15-071 AND FORT ST.LUCIE.FL.349 _1/2'PLYWOOD STATE Q .-Z:utt...*.w- Y17 (2)2".6-WOOD STUDS • (TYP.EACH,SIM BEYOND;I SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)• (FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX. ASLD. ASD, G2 4"x7"x1/4'THICK DESIGN Me" @4x6"x1K'MULLiON 4'x8'x1/4"MULLION @ 4*x7*xl/4*THICK 13/8'FLANGE)MULLION DESIGN MAXIMUM @ 4"x6"X114"MULLION 4"x8"x1/4"MULLION PRESSURE MUL1JON PRESSURE MULLION §61 FLANGE)MULUON PKIING SPACING RAINS SPACING ORIENTATION#1 (=)t ORIENTATION#2(9)t ORIENTATION #1 (=)t ORIENTATION#2(G)t ORIENTATION#I �)T ORIENTATION_#2(9)t ORIENTATION#1 t=)t ORIENTATION#2(0)t ORIENTATION #1 (=)tORIENTATION#2 ORIENTATION#2(0)t ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR ENO END INTERIOR END INTERIOR -END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 7'-0" 12'-6' 12'-6" 12'-6" 12'-6* 12'-6' 12'-6" 12'-6' 2 2�-6: 12'-6" _12'-6_ 12'-6"_ 2in6L - 32 12'-6" 12'-6' 12,-6" 12'-6' _ 35.0 -0' 12'-6* 12'-6* 12'-6' 12'-6* 12'-6* 12'-6" 12'-6- 12'-6- 12*-b' 12'-6' 12'-6' 3U.- 2L_0' 72 6' 2L-Y 12'-6' 12*-6* 12'-6* 12'-6* 12'-6" 12'-6" 12'-6' 12,-6" 40.0 7'-0' 2'-6'. 2�-6' 2L-6- 12'-6- 2-6- 12'-6" 12'-6" 2-6 12'-5' 12'-6- IgL 6'_ 40.0 _r-C 2L-EL12*-6' __12'-C 12ffi-6& '-6- 12*-6" 2� 12'-6' 12,-6" _12"- 12 LO 12'-6* 12'-0* 2- IV-6' 12'-6' 12'-6' i2-6. i 2f�6- 2:-_C 2 7#�Ow 12*�6a 12-:72: IZ-6- 12*-6* 12'-6' 2L 12'-6* 12'-6* 12'-6' 4! _L_ _ _L j-7- _j_76* --7:F--_T27- 2 -1 50.0 7'-0" 12'-6^ 11'-7- '-6- 121�6" 12'-6- 12'-6" 12 _-6. 12'-6" 12,-0" 12'-6" 2 _§O.O 7'=T_ 12'-B' -6- _g:-6 .___.L2-6* -6 . 12-6 _12 SILO..._. 1_2'-_F_._ V-3- 12-- 12'-6_- 12-- 12'-3; t2'-6" X 12-IL 2 i: 12'-_S' _-jj::�j_., -12::§'-. ' 12' -S' -.12' -V - . . _ W.O7'-0' 2'- W-11L 12'-6* 12.76' 12'-6- j -11 12-6- 12'-6- 12'-6" 12'-6' 12'�in 7'-0' 12'-6; 101-11, 12'-6' _11 � 12'-612-6o 12'-612'-6* 6 _7'-0* 12'-6* IO'_S* 12'-1* 12'-6* 12'-6* it'-7" 12- I2'-6' 12*-6" 12*-6-- _12L-6- 0.0. __Z�-O_. 12*-6- IOv:- 72"71m 12'-6' 12'-6' 11'-7' IZ-6* 12'-6* 12*=!6' 12'-6- W-15" 1 V-3' 12*-G' 2L-V _F2 12'-6- jQ T�Ow I 2p�lin 12'-6" 12'-6" 12'-6" 12'-6* 70.0 7--l' -12'-6' 12,-6* IV-3" 75.0 .-0. 12'-1 10'-2" W-11, 12'-6' 12'-6* 1 i'-o* 111-11, 12*-6' 12'-6- .12*-6' 12*-6' 75,0 7.'�Oft 12'-1- 10'-2- 10'-17- 12'-6' 12'-6-_-IL-0- W-11- 12'-6-, 12'-6- 12'-6- 101-61 12'-4* IT-b" 10'-10' 111-51 1V-11' 12'-6* .12--l' 12�-6 1 2 6" 7'-0' W-6, 9'-11" 10'-6' 12'-4" 12*-6" 10'-1 11'-5" 12*-6" 12'-6- 11--4- IV-6- Boo 11'-0` L2--!L 10 -0' - _jt::AL- 1 D'-7- 9'-7* 9'-10` 1 1'_10" 12'-5" 10'-5 10'-8" 12*-6' 12'-2" 10'-I0" Wr," MO 7N-08 W-7' 1.-7. 9'-10" 11'-10* 12'-5-_ 10'-5- 10'-8" 12,-6" W-101 12'-6' '-6- -7" 11'-11' IV-2" T 5 1 6 95.0 7'-0' 9 9 11 127-6- IT�-v _12-6- 10-2- 9--fi- J.11�-7- W-11- 10�2- 10--4--- 12--6-- 10.- 2- 1004 7'-0* 94�3r" 9'-3- il*-S* W-61 10*-0' 10'-1* 12'-6' 12'-6- 10--l' 12'-6- -6- It L-2L 9'-10 9'-10- 12'-6`__ -8'___ 12- 105*0 9' ...... 4 W-10, 9-:7 IV-6" 9._q. 110.0 7_'. 91-3* BI-I I, W-10, 11-1 10*-9* 9'-5' 12'-6* 110.0 71-0, 9'_3 81-11, 8'-10* W-11 9'-7- 12'-6' 91-5* 12'�6* k_750 _D __0 "G.O 6" 115.0 70�Om 9'-V 0 -7- -11, 115.0 lil -7- 10'_11" 10'-7" Ill iz-6" _9•_7 12-6 @-1',.. 12 8-6- _i6�-r -to�-r 120.0 12'-6- TO- 9*-10* _12'-6" 120.0 7 -9. 6'-8' 10*-3* gi�5* 9-3 12'-6' 9'-10- 12:-S'.... '..0 9'-1" 12'-6' W-11" 8'-7' 6' -7 W-2" 10'-7' 10'-D" 9'-4�" 9,-l* 1 V-6' 11 1 .0 7'-0' 121:r. -7 _12:Z!2: '-:1: 2- _125.0 Or' W V W q'-9* 9'-2- b_„_-I1' 1 .0 --i�_5- .0 7'-0' 1'-4- 8­5� a.- 12-6- _ _Z:::2�. __8:=L _ 12'-B^ b 12*-6' 130 1 T... '-0' 8'-2- 1'-4- 7'-9* 10'-4" 9'-7- 9,-1, -11" 12'-G -6" 8'-2' 12'-6' 135.0 7v�Ow 8'-2' 8'-4- V-9- CL�� S'-9' 12'-6" 1'-2- 12'-6" 35.0 7 _2L IV 140.0 '_O. 11-0. 8-3' 7'-7* 10'-1* 91-41 9'-0* W-7* 12'-6'_ W-C, -6•_ 0 __.7*-G'- 8-0- 10'-3, 9*-4*-- 9'-0' _12L_ 7'-10* 1'-2- 7--5' 9'-2" 8'-10" 81-6. 12'-5" 9'-2- 7'-10" '12'-!E_ 145.o 7'-o* 7'-10" 8'-2; 7'-5- 1.10'-1' 9'-2" V-10". 8'-61 1 12'-6" 1 T'-to' 12'-6* 158.0 7-t T-O' 7'-1' 8'-1 ':4: 101-01 V-0. -0. 7'-8" 8'-1* 7*-4 9-5 !F--e -9VE� -4 12'-6 W-111 7'-8 -6, 12 12'-2* 7'-5* 12'-6' 7 8'-8' _8. 121�6" -1, 81-10" -1. 8'-3'_ 12'-5" 7'-6' 12'-6" T-T 12'-5" 8_9 7-1w 12 '-4 -0 '-0' 7' 7'-0' 81-8, g7-_7- _172_2EF 160.0 1 7'-D 7 _8. r _0 7 12'--6* MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END T MULLION z :2 M INTERIOR MULLION 0111110111", N.TILt ...... FLORIDA BUILDING CODE (Non High Velocity Hur4cone Zone)l \r,E N S,& C 2015 TILTECO INC OP.AwN 8" * Nautilus F.R.L. Rollin Shutter System 04/10115 MULLION SPACING: /MME C 0 .,.. DATE TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. S el --:,cc mm.n.wt. 1626 S.W.BILTMORE STREET '�T* t z 15-C171 PORT ST.LUCIE,FL. 34984 eh "e. 6It..Q..I.C..