Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
1/11/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Ficu�a t/� it Product� Apl'OVBI � ery I USER:Public p Product Approval Menu>Product or Applic_a _lion Search>App'cation List>Application Detail FL# FL12246-R5 REVIEWED IEWED FOR Application Type Revision CODE COMPLIANCE Code Version 2020 Application Status Approved ST. LUCIE COUNTY Comments BOCV ���A;4112,, / Archived /_�// Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email File Copy 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Address/Phone/Email Michael Heissenberg 1626 SW Biltmore St Port St Lucie, FL 34984 (772) 871-1915 Ext106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext106 CallExPert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence rL12246 RS 40I CUI(2�c -06 gd_f Referenced Standard and Year(of Standard) Standard Year ASTM E-1996 2012 TAS 201 TAS 202 1994 TAS 203 1994 1994 Equivalence of Product Standards Certified By www.floridabuildinn nrn/nr/nr err as 1,I ucucl Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# — —` Model,Number or Name Description 12246.1 — Nautilus Rolling Shutter System— Extruded aluminum Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No L-L12246 R5 11 Expert Shutter PED Urwg 20-064_p f Approved for use outside HVHZ: Yes Verified By: Walter A.Tillit 3r.,P.E.PE 44167 Impact Resistant:Yes Created by Independent Third Party:Yes l Design Pressure: +160/-160 Evaluation Reports 1 Other: State Missile Level "D" wind zones 1, 2, 3 and 4(basic FLl?_246 t:5 AE LYpert Shutter PER Drwg 20-064&f protection only). Pressure rating: +30,-30 p.s.f.at 20'-0" span Created by Independent Third Party:Yes f(wall mounted)and +160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip. See sheets 15, 16 and 20 for additional pressures and spans. {I o c Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AA/EEO employer.CQpylioht 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: EEl 110—R-711 ECt i C.rP.ciit Card I Safe www.floridabuilding.org/pr/pr_app dtl.ass,x?Daram_ ,r �nrn...«r, ..ten u _ ^• GENERAL NOTES: a.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1 NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2D20(7th EDITION) OF THE FLORIDA BUILDING CODE. -3/8.0.1 1/4"CALK-INS MANUFACTURED BY DEWAIT, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE -1/4'0x3/4"SOUD-SET MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1600 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 MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHAL_ BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020 FBC EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 TTRU 18 k 20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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 O 100E EDGE DISTANCE O 100E CONCRETE CONCRETE BLOCK TO COMPARE THESE W/ MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU IS h 20 THRU 26. 3/8'Oc1 1/4'CALK-IN 3 3/4' 4 1/2" ' 1/4' (3000 Psi) NOT ALLOWED 1/4"Oz3/4" SOLID-SET 3' 3" 7/8' (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. 3/8-0 KWIK BOLT TZ 9' 4' 2 1/2" (3000 psi) NOT ALLOWED A 33E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HQj USED IN THEIR ANALYSIS. FASTENERS 5/16"0 TAPCON XL 3 3/4" 3 1/8" 2 1/4' (2099 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2018. NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON SHEETS 10. ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 1OA 11 1IA 12 12q 13 & 13A. FLORIDA. REPORT / 1030.01-08 AS PER ASTM E 1996, E 1886 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOR WIND ZONES 1, 2, 3 k 4, MISSILE TYPE D AND ONLY APPLICABLE TD BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1. 6.2.1.2 AND 6.3 OF ASTM E 1996 SEE SHEETS 19 h 20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILT, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, 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(D)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT O 700E YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DINGROUT FILLED OR 50018. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY FTW BUILDEX& SHALL COMPLY W/ FLORIDA BUILDING ANCHOR SPACING O 100E EDGE DISTANCE O 100E CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4.0 KWIK BOLT TZ 27" 9' 4 3/4'(3000 psi) NOT ALLOWED S. BOLTS TO BE ASTM A-307, GALVANIZED OR ANSI 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 3/8.0 HUS-H SCREW 4' 5" 2"(3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS i6,095,225 AND 07.409,980. 3/8-0 WEDGE-BOLT 4 1/2' 4 1/2• 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 HUS5 H SCREW'OR WM BOLT 6" 6" 3' (3000 PSI) NOT ALLOWED 5/8-0 MIS-N SCREW OR 11=BOLT 7 1/2" 7 1/2• 2 1/2-(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN. 3000 p..J. COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY 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 HILT, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A1) 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 3 2 1/2-FOR 3/8'0 KWIK BOLT 3 ANCHORS. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 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 h 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. (D) 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 (B) 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. 8.1) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4". RECORD (E.O.R. FOR THE PROTECT AND WINO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS NO EMBEDMENT 1 STUCCO SHALL 8E 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. B.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e)THIS P.E.D.THAT RP SHALL BEARARED HE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORDT. 8.3) IN CASE THAT PRECAST STYMIE. 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 1709.9.3 OF SUCH PANELS. FLORIDA BURRING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 'i (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (C-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR THIS DRAWING SHALL CARLY HE LOW IV AlIg1111N11/p DIBF.VN FERMIS IN THE STATE OF FLOR1 T4 SOUTHERN PINE /2 W/G- 0.55 MIN. � ``AR NA..• �A '' _ O=op TM�� � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW SUILDEX, INC. �Q',•• DRAM BY; �/ M.P. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL EJVS�,•• 9�; -� Nautilus oc/e/m2o THREADED PENETRATION. `. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C* Na.Qq� n II LTE C 0 INC. DATE C.2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE 15 - ' - ZZ:TEmNG!CKGIN NERMO COMPAMµ EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL. / z'0• * -""x.A' r.. "a S.W. WNITMORE DIUVE 20-064 A ST T Pr..:(a»Mn-i Aio (xAMn-ta�� PORT ST.LUCIE.IL 34984 i PO•• F E Of [� �� � .-mol:YltacoOcol.com DMWIMG Mo C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON 44.t�'•. ( ILA V U-TLLTt9 <'°°I'�-'°'F'`""'TT"T.'�°"° THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND F• wALTER A TLtn�•.v[. sxEEI i A III SUCH PANELS. �+1`rs�' �� %SIGNATURE/DATE aoR1DA Uc./u167 IIINIINIIIIIM i{7 Y8 89 nr0 msL -.zar_. Al M2 -r sw, dw' aw r AIM F �, slr- .eer - r I (rYv.) �••' ( 1N 81MeF86S1�wB¢I I (R� R,2aY �.u•' MAW IMAw• ha,.wT' M.1•p• I M2W .Tee Ip,M•' pAM' ••?`S R' •� '(m rRLIas XFAB 7109aL LOBE neIEADe,art eaaY MtQYII)IE%XFIDAB 7MFAD qaR raRw OPTION Y1 LroNamen OPTION 02 Lwr wAsrFw MINT STAMILESS STEEL s�EYY DETAIL C Q CWT®w1MAC4KVER •Aa •ITT, - COATe1G MWEI(ASMWfACTIM yw•. ,�^ 0- SYMMORTOCAIwG.LLC •.•�a•'_y,.'+P Fy.tYu IWpTENILE a19GI . EW rn.`2i FL•1%BIW(IBSESIIBIGM o �•- '�'' .TM• .Ttl•J w_r- P q1 STARTER SLAT `�'- -,mo•-1 Bw17l AlWMAIALLOT •- e061TeKWM1M ALLOY L Fr2,.elwn,d,l DETAIL.B SfIAE,?=,• OB BASE SLAT _ SCALE.W.1• eLMSTe KLMINUM ALL • __ 1411'--- - 20a• .eTl= .yap• A .,sr .,ys• ACETAL BUSHING•• I -. I - -------- e.mp• .,la•. .+xs• � -.w � LLISEwovraXSB,ALOBZI_ rr-•-.'.�,.xp ---._ - " J tTINrr.) bb8 l,zNl0•) r (� NGINGMeI ;4 ) C TENKESTRESSA TTIELD .B,2e m 2.a•• BUIL FLEQFKMDOASWIM &VAtT. a SYSTEM:SCREW+BUSHING OD SIDE RAIL * O BUILD-OUT TUBE E1 BUILD-OUT TUBE SCALE ?-+ wLlTe KLWIMUM ALLOY eOelR KI1MMaL1 KlOY e061Te KW NUM KLOY SCALE,?-,' SCALE:Vr-Y SCALE 1?a 1' ,28• Q ITN.) *MUST BE RENEWED BY SHUTTER D MNRiACTURER 70 ALLOW FOR A MNMU4 __. •pm• _ _ __ _____________.E.pOa•._ —_ _ 0.050'CLEARANCE BETWEEN SCREW HEAD AND - - ___ __.3A00• CAVFIY WALL AT NON HURRICANE POSITIONS. - x.om•---- ypm•__�'ry E3 BUILD-OUT TUBE e0e31e KUANN ALLOY 2w- tT�I �� 114'0x314'ITW/BUILDEX TEK SCREW I _ .230 CARBON STEEL 250 q SCALE ?.,' $ (xTN.) y O �• •i E �'T G 5116"01TWBUILDEX TAPC0N XL ANCHOR CARBON STEEL ' SCALE.1?•1' eBex7 MULLION KLOT STORM BAR ---appo'- ------- --.mo• ------ � \'J 318'0 HILT],INC.KWIK BOLT 3ANCHOR em1•TBKWMMauOY OF TRAPPED ANGLE G 4x6 MULLION G1 4x8 MULLION © 4x7 MULLION CARBON STEEL SauE.,?.,• W53T8 ALUM K LOY SOa1.i6 PLI1M'NUM KIQY Em1.TeKl11RIL1M ALLOY SCALE,?•, SCALE AINIM sc L w FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 0 M20 nLTECO WC • MAWX BT: AAAQy % ._ Nautilus M.P. .����.' \CFAs - �L. ECOIMe. R°G3a99eut6erSystem a/e/2w0 No.4416 71WT TESTING d E, EERING COYRAHT EXPERT SHUTTER SERVICES INC. COMPONENTS =_ T1.— �, a�.v,. e�S W.WHRYORE DRIVE * e'1°s a.. (A'!i•n-,epa nnlMn-1fpi 20-064 lk j�2"_ .-nea f 00067aa.<an PORT 5T.Luc1E.R.7t9ea ORAmm Xo STATE tw-OOOeTIS +Asy (app)T.B BUB.ru (n2)eT-nno z 9 OF wKORI A TLLR Jr 67 S t'��•, F P SEAL/SIGNATURE/DATE rL0N1IU U<./NTeT o,.-w SMEET i Rx 26 AL "'rrnnnuuulL"� i . 1♦ A 1{ 13 Y s 16 is 1 SIDE/END CAP B 2 HOUSING(BACK&TOP) 040 THICK 1° e 3 HOUSING(FRONT&BOTTOM).040 THICK O �. 4 SPRING BRACKET S ® ` 5 SPRING ASSEMBLY 4- - 6 60 MM OCTAGONAL AXLE t _ ♦ 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 e ° 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET �0 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 6 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS d �p 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE d 22 GEAR-PLASTIC OR ZAMAC CASING d 23 UNIVERSAL WITH DRIVE SHAFT d 24 60MM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING d d BOX & END CAP ASSEMBLY COMPONENTS „+11„fit' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) `�� 02020 TILTEGO INC. DRAWN 6T: d Nautilus ��CENS •.9 Mania gS6oMrrSystom aieimo TIL ETCO,N�. DATE No.441 _ T WT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 666 S.W.WNITMORE DRIVE PORT A.WCIE, RE saves 20-064 o• STATE 0 ? `-moa en.nova�.m DRAWING NA U-0006TtB PIIONF: eoN) ST.L C,rF (TT2).T,-RMB WFLORIDA Lk,1 41167E - SNEET D OE to -il`•. ORI .•'� `,}`. SEAL/SIGNATURE/DATE CBOX ®Y/6 & Y/7 BOX 'V/9 / -OILEw V/9 CK) + Y/a ! Y/7 ( 1 END CAP / --END CAP = END CAP-- _ �1 END CAP �1 -� 'SEATS suns SLATS { SLATS SLATS I su05 Ss 4 LATS LAYS ARTS g� a SUITS a - SEATS 0 3 0 8 SUIT'S ja o,/a o�ja s o ja ,, o/a sSLLAT5 SLATS SLA eTS� v � n _„J (Typ. Ea. END) (Typ. Ea. END) --- AMS� SLATS A MID.) (Typ') /10 /10 .. &AT S I SLATS 1 7 7 / STORY BAR SPACING_ - - - �T-_. _ •/ .'� a �`Yja AE Y/7 (SEE SHEET 22� --- Yja Yj7 L7 I Q Vj9 V/9 Maa.SLAT SPAN _ -(SEE SCHEDULES ON SHEETS 15 k 20) H -- ' (SEE SCHEWLCS ON SHEET 15)SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS NOTE FCC SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTAL!NEON GIVEN A SHUTTER HEK`.NT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/0 STORM BARS.w/STORM BARS OR W/STORM BARS t MULLIONS W/HEIGHTS UP TO 1 1'-0•. (G) CURTAIN SHALL START W//' SLATS AT TOP, FOLLOWED BY 02,/3. ..... THEREAFTER,ALL THE WAY DOWN. EACH SLAT/SHALL CONSIST OF MIN. FIVE (5)SLATS OF THAT SEAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 11 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED OU044M OF FINAL.SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT BQMAY VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLAT®MUST BE ALWAYS INSTALLED. SHUTTER HEIGHT LARGER THAN 11'-0•APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN tt'-0', ���E�9Y��1�1j11 LEI FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone 11 `. :.....•rJ�,� a 2020 TLTECD iNC. Nautilus GRAMwMP BY:(a)CURTAIN SHALL START W//1 SLATS AT TOP, FOLLOWED BY I2, I3. .....THEREAFTER,ALL THE WAY DOWN. EACH SLAT / SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT y>; ��CENSF /+ \ Ro�lingSAnt/srSyatem G6/s/xozo NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE 'L EC O INC. DATE coHnNUED UNTIL#10 SLAT IS INSTALLED.AFTER 110 SLAT IS INSTALLED,ADDITIONAL�l0 No.4416 = \ EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. TILLIT TESTING A ENOINECRIN0 COMPANY *: * //•7�.'2 2.> P°: .+E'°.'a,uE,a n.N esR s.w.wHrrMGla DRIVE 20-064 (b)BOTTOM SLAT OB M1157 9E ALWAYS INSTALLED. 5 "° (=wi-1 (� 1-1�� 1p PORT ST.LUCK,FL 349e4 mtiL ti14c°OaoLcam DRAWING Ho STATE OF , CA-OW6719 ANORE:(M0)N°-,OM.EAX.(En)971- f •' F WA-TER A.TIUJf Jr.P.E. 0O°' O' tOR10P FLORIDA LJc.I N167 ,u n AM SNEER A of to SEAL/SICNATURE/DATE����:•. �\` . i FI/FIEF/11111111111ttt11\` Max.MULUON SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE �Of ® Of ®_ W-3/12 DR W-4/13 G Of ® Of ON SHEETS 24,25&26) W-1 10 OR W-2 11 OR ® / / f (SEE SCHEDULE OMax STORM WN SHEET SPACING2) _ Ma.(SFFTULSCHFDOLEE INc �® V/9 1/ (TMPEAR or Of �3 W-3/12 OR W-4/13 BOX ON SHEETS 24, 25 & 26) O ) BOX END CAP, I - 1 END CAP--- 1 1 ' I I I I I SLATS ! I I I SLATS 1 1 1 I I i2 I I I i2 I I I I1 SLATS f 11 1 I SLATS I II II I II II I I I I /3 io I I I SUTS N II II SLATS N 1 II I I I I y i4 zd isut N i 8 / P B�CP 8 i4 N 1 I I I SLATS a N N I I I I I SLATS I II 11 m a I II II ar I I I Z O N SLUTS 3E - SSLATSe TS 0= 3 i6 Q/B i6 1SLATS SLATS2,p n iTq U TSLATSSLATS (Typ.) -- 8 1 R o N (ryp.) R B I I R B - 3w I I I _ I I I of I Or I�iI _ __ R�/ I R/9 SLATS -0 o 1 - - IY/ R�/ SLATS Or (Typ• Ea. END) R'/8 I _ J 1 I (TYp. Ea. END) 1 I I I! #9 I --� I I I ig R/8 R/8 i i SLATS „ TS I _--- —R/8 R/8 — i i sots II I or or II (t' I R'/ I I I I I. R•/8 I R'/8 11 I I I I i10 1 i10 I II I SLATS L_- SLATS - ® W-1/10 OR W-2/11 OR MAX.STORM BAR SPACING - _- W-1/10 OR W-2/11 OR OB W-3 12 OR (SEE SHEET 22) W / W-4/13 (Typ.) w-3/12 OR W-4/13 V/9 (Tro) i MOx. SLAT SPAN - Max. SLAT SPAN_ _Max. SLAT SPAN Max. SLAT SPAN -I Max._SLAT SPAN _ Max. 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 W/ MULLION A W19 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE1: 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 11'-0-. (a) CURTAIN SHALL START W/it SLATS AT TOP, FOLLOWED BY i2, i3. ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT i SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WML1 SHUTTER'S HEIGHT. �11(b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. LLLyy/rwy FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TIC 02020 TILTECO INC. DRAWN BY: SHUTTER HEIGHT URGER THAN 11'-0"APPLICABLE TO INSTALLATION W/O STORM BAR AI�Q �CENS '�� Nautilus " MULLIONS W/HEIGHTS LARGER THAN 11'-O-. F '' a Ro1Bug Shutter SYS"- O6/5/2020 (a) CURTAIN SHALL START W//1 SLATS AT TOP, FOLLOWED BY 12. i3. .....THEREAFTER ALL THESWAY: No.4416 \ DATE DOWN. EACH SLAT i SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE - TILLIT TESTING.& ENGINEERING CGMPANY EXPERT SHUTTER SERVICES INC. ADDING SLATS DOWNWARD BELOW 1 SLAT SHALL BE CONTINUE UNTIL 10 SLAT IS MSTALLED- Qt " "WOK` bsa S.w.wNrtMORE DRIVE i i * // 7P20 P mjen-Ism osl� •• 20-064 / / U6f:R0'•• STATE OF :Ec / .-maa,em.cream cam PORT ST. LUCIE.FL 34Ba4 10 SLAT IS INSTALLED.ADDDIONAL 1 D SLAT$ MUST BE USED TO COMPLETE THE TOTAL SH ` nlarx:(eoG)TW-fuss rAx:pTz)aI-0ofo OwwlNc No HEIGHT. a-0006719 ' FCORM ,; WN TER A OUT J' PL 'F QT'E. SEAL/SIGNATURE DATE FI.ORIDA Lic t 44157 - sNEEr s of 2f (b) BOTTOM SLAT©MUST BE ALWAYS INSTALLED. iA F G \,' / AAtAAAl1111111111111\\ 5/18"9 TAPCONS XL W/ POURED 5/16.0 TAPCONS XL W/2 1/4-Min. 1' x1/e'OR 2'x2"xl/8" 7 4'Ox3 4"ffW BUILDEX TEK SCREWS 2 1/4"Min. EMBEDMENT CONCRETE EMBEDMENT O 1"0.D.X0.060'GALV INUM TUBE...— / / h l O.D.x0.060'GALV. REO'O STEEL WASHER O 24"o.c. / W 1'RO0.x0'o c GALVANIZED STEEL /• / 5/1/4'TAP S %L W/ STEEL WASHER O 24'os. ---1 _ 2 1/1'N' EMBEDMENT ° O 24' POURED CONCRETE /- .� / I PO RED CONCRETE / GROUT FILLED-- OR GROUT FILLED � C CRETE BLOCK : CONCRETE BLOCK `, W REWIRED. _ WALL REQUIRED. EDGE 0I /'�., - - !)GE OF/ OPENING _-_ �.c� �� _ -,�:_ .._ PENING ' II p EXISTING EXISTING x G ��;I CLASS�'�' A55 (BEYOND) I G1 �"� / (BEYOND) (BEYOND) � � SEE ANCHOR _ / i W W SEE ANCHORSC --- W SHEETS SCHEDULES ON �7 / �^ SEE ANCHOR - ._O rn SHE DS LES 16, 17 & 18 tt z SCHEDULES ON S o SHEETS 16, 17 z _ o Min. SEPARATION 3 Min. SEPARATION Min. EPARATION i TO GLASS / w TO GLASS ;�, �T�-ii TO G S � w 1 (SEE SCHEDULES. ._._"; EXTERIOR v (SEE SCHEDULES. _-. .._ EXTERIOR w (SEE HOULES, ON SHEET IS) ON SHEET 15) ° ON is) I OR I 0/8 0/8 0/8 ° 0/8 8 0/8 BETE I' ; POURED CONCRETE -� POURED _ OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE .Y % OR GROUP LLED *-" WALL REQUIRED , OR GROUT FILLED-- _ COZN REWI DCK CONCRETE BLOCK ` II WALL REQUIRED. EDGE OF 9 II EDGE OF !I / OPENING i OPENING ` --O ..J _ _ —E 2 1/16, / B 1 ' p B 2 1/1 / I MIN. E.D ' MIN. EA `•-1 1/2'xt 1/2"x0.062"xCONT.ALUM. ._ -- - '}• 2'.4'xO.O CONT. 5/16"4 TAPCONS XL W/- -T ANGLE.W/ 5/16.0 TAPCONS XL W/ POURED CONCRETE 5/16"0 TAPCONS XL IN - ALUM. LE 2 1/4'Min. EMBEDMENT 2 1/4'Min. EMBEDMENT O 24"o.c. (T'c=3 "i Min.) REQ'D. 2 1/4'Min. EMBEDMENT O 24'o.c. O 24'o.c. WALL MOUNTING FLOOR/CEILING If TRAPPED MOUNTING BUILD-OUT MOUNTING SE.CC�ITI0NS Y-Y � "1L t�, Ozozo mTECo INC �ORIDA BUILDING CODE (No: High V6locity Hunic��2eone) = Nautilus INSTALLATION DETAILS ON EXISTING POU M... ��CEN,.. SF• .,9 :i Rolling Shatbr�y,E.,E, 06/6/f070 CONCRETE OR GROUT FILLED CELL CON( ETE.44167 � IL ECOINc. \ DATE BLOCK BUILDINGS = TILLIT TESTING R ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �' e1Y x.e.An R.,La]06.WIe1M aW09.n.yiM 666 S.W.WHITMORE DRIVE Z*T :.]m7eQl-I6]o Om)on-�fll PORT ST.LUCIE.FL 34964 ZD-NG N o'•, STATE OF "•�K/ - u:-R.� 19 DRAWING Ia SCALE: 3/16' _ � •��/ CA-0006719 FN011L pool>49-fox FAx:(T7])en-owo WALTER A TILLIE Jr.P.E. ���9D�'.• SEAL/SIGNATURE/DATE ItORDA Uc./44167 sNEET a orsa "IIIIII/ll/111111LLIlN�4 EXISTING WOOD EXISTING WOOD------ 5/16'0 TAPOWS XL W/ 5/16'W TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR RAFTER rII 1/7'Yin.PEN MT10N 2 T/2'Yin.PENETR/:TION 1•�1•:1/8.OR -1/4•a3/4•ITW BUIIDO( 1'rl•tl/8.OR 1/4•h3/4-I1W BLAL➢CK / t 1b.0..0.060"OALV. t I'O.D..O.DOD*GALV. TEK SCREWS W/ TEN SCREWS W/ E1F—WA MIO�MM oft A/m. I STEEL WARIER O 24'e.c hLUSgSRAFTER STEEL WASHER a 24'o.c. ALUM 11/8' 2 ALUMI NUM�11111 TIIN: � 1'O.O.x0.080'GILVANZEp ALUMN 1'O.D..0.080'GALVANIZED _ 1'F0. .0.06WASHER G 24'o.c. STEEL w/511ER O 24'ZED- 5/16'P TAPCONS XL % 5/1W/z1/z'Mi. -, W/2 1/2-Yi ' PENEIRA oON PENETRATION O 24' O 24'o.c. " YK4'OR (2) 7-.4-OR(2) - ; '�,+• (2) GOAT 2'.6'CONY. (2)2'z1'OR _ (2)2•.4'OR MOOD HEADERW000 EA R 2".6'COW. 21X6•COW. REQUIRED REOU HF.D �-"�- W000 HEADER WOOD HEADER REQUIRED ` REQUIRED EDGE OF EDGE I EDGE OF \^'� v, EDGE OF \\ OPENING -.M' OPENING 1 'M) o^ ol'ENWc i o OPENING EXISTING 1 ' R O1A65Do t' E SING � _ IX g GLASS � r—SIX1E11011 I (BEYl7ND 1 n i 1 \ {8 (BEYOND I { 6 ®OR N ®OR4 I WW YM. 7fi _ To CLASS (7)2;s•OR TO GLASS/ I FXIEN7t i (2)2-.4'OR I, ` I Min. i (2)2.4-OR I•, I Yin. CONT.MOOD 4 _ TO GLASS 1 { I` /� x Yx6'CONT. l __ SEPARATION 2's6'COW. _ ��` C STUD O IB' +•� \ (SEE SOERRE GK ( ;T -1 A 1 yi WOOD STIR \\ I (SEE�E I N G.GLASS HOOD 57T10 -\1 (g 90®ULL d LOS O.C.11AX. _\_ 1 1 A) 3 ,1 `% 3 O 16'O.C. \ i 3 O is'O.C. i MAX.REWIRED - -... >tRT MAX REOUIRD -I S.W 2D) (SEE SHEET 1 -SEE ANCHORS - - SEPWn. (SEE SHEET 20) _-- (SEE SHEET 20) _ 20) 1 SCHEDULE t 10 OIARS '` 1 ` : ♦ FF j1 j •� I 1 ~_ON SHEET zl i Smmu 0K \ 4 {I ♦ 1 1 ♦ f 5W 20) o l ic 1 0/8 0/8 (2)2-.4-OR \,\ SEE AW4n DRs 1 SEE ANCHORS 0/8 I WILL FISH 1 (2)2'.6- `1 \\ SCHEDULE I ,1 I EDGE Qr \ CONY.WOOD \ ON SHEET 21 EDGE j I I` ON SHEET 21 I - -i D 7 v OPENING 1 STUD O is" j 1 , 11 1 `l O.C.MAX. '1 •'s-••� _____- REOU1ED. 1 _SEE ANCHORS EO_ 1 1/2-.1 1/2'n0.062- (SEE SHEET ' 11 1 1QZ 2'4'xO.052'NCOATL I I SCHEDULE E: . nC01if.ALUM.ANGLE 20) ON SHEET 21 5/16.0 TAPCONS XL �, \ S/16'W TAPCONS XL + \ W/2 1/2-Yin. I 0/8 , 1\ 0/8 w 2 IT Y. ♦ 1 PENETRATgN \ 1 \ 0.1CON O/8 Q'�8 O 24' .c. \ WALL F7491 O 24' 2'.4 OR 2'.8 n>45H 2'.4'OR 2'a6 �-WPU.E9@I l 2'z4'OR 2'N6' 2'x4'OR 2'v8' I EXISTRIf WOOD CO Hi.WOOD DUSTING WOOD COW.WOOD EXIWING_! COW.WOOD - E)OSTING WOOD CDNT.WOOD -(4'1 \ 'I DECK OR REOU ED�� `_ rREWRN,STAB (SQUIRED 20) _ �, DECK OR 'RBORW RATE ` '\ II' DECK OR RECURRED PLATE . DECK OR !`IRll 'CONCRETE SLAB OOTTO KO CONCRETE 5LA8 (SEE SHEET 20) `_ (SEE SHEET 20) REWIRED. i(SEE SHEET 20) )REWeTEO. _ _.._ EDGE. WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BU(LD-0UT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. `�(UljjjlM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 MTECO INC. DRAWN BY: Qom' LENS T�9 Nautilus Y.P. rT,L E Rolling�EEhr�stsm a/6DA 2ozo NO.4416 _ TILLIT TESTING t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. rs:�+WNOOW.(JmXn1-1ss1 n.sX1. 668 S.W.WHITMORE DRIVE 20-064 �/ Risi.:(xejnl-IaTo. PORT ST.LUCIE.FL 34984 %'O•'•, STATE OF :� .-moil lie4c0000l.com NIN2:(eTXI)>4F-Wos6.fAX: >U 471-Wee DRAWING Na CA-0006719 _ F' kr C WALTER A.TILLR Jr.P.E. i�4''pO�� �ORti� •G ��. SEAL/SIGNATURE/DATE FLORIDALie./aai 67 .R n-4N sxm 7 az. AAAAA/111111111111111N1�A wn. E.D. - POURED CONCRETE - "n,E D.---- - uin, .O. - OR GROUT 'IL.L ;9RO �I OR'�,J! POURED I R'�' POURED CONCRETE BLOCK CONCRETE OR_ (SEE E LES ON POURED -- (SEE SCHEDULES ON (SEE SCHEDULES ON GROUT FIL1L� '_ ( CONCRETE OR _ K ©DR .1 CONCRETE OR SHEETS 17 k 18) SHEETS 17 k M) CONCRETE BLOCK S 1 h 1B) GROUT FILLED GROUT FILLED— CONCRETE BLOC (SEE SCHEDULES ON_ / CONCRETE . SHEETS 17 R 18) BLOCK tr.� 2 750' (") 5 - -� D.C. _ 3.452' 2'O /� I A _.__.. 0 4'o. r1\AJI 21 A IF710R� r r _ z•DR ,• A ._. ILI OR I/a•SUP /z'. ,/a' D) 0 4•D.C. I/2'. �/4• D 0 4'o.c. OR ,/e"SLIP OR,/e-wv OR/1/8-•• fsuP 'D sCT10N W/ STORM BARS FLUSH MOUNT (WALL) \ SECTION P—P (PLAN) \\ TRAPPED MOUNT BUILD—OUT MOUNT _ SCALL 3118. SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SORE:1/4-_,• /1 I - F ' 04•ox. '��I�� 2 o / *a .o •4" 0 t'D.C. 1 0 4'o.c. SECTION 0'-0' (RA 1/4• ,/2=. /i -OD ,n`, ,/. /2=. ,t—/a nrT/a. /2 ,—/.- ORIENTATION #1 OR 1/I1'UP OR 1/8•SUP v O%'OR 1/a•SUP OR 1/8'SUP D �Im 1/8'SUP OR//e•SLIP"D WALL MOUNT END MULLION SECTION Q-0 (PLAN) SECTION Q- SECTION R-R (PLAN) SECTION R'-R' (PLAN) H?* ORIENTATION /1 ORIENTATION 2 ORIENTATIONS /1 & #2 ORIENTATION #2 A 0 4'ox. O WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTE R MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, G2 SCALE:tp•-1• 1/2", 1/4• ,/2r t/s' -{/�) aR 1/6'SUP OR t/6'SLP D (2) 2 K4 OR I .� /` �� 2'x6" STUDS-- - —-----._.._—_ E0.FD. (2) 2'a4' OR (SEE SHEET 20) -I- (SEE SCHEDULE '� ALTERNATIVELY TO HO, A 2".6' STUDS t 1 ON SHEET 21) (SEE SHEET 20) (SEE SCHEDULE MIN. 1/2' I1 T/4"0-20x3/4" S.S. M.S. ON$HEEL 21) PLYWOOD `. W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) MIN. 1/2 O1 FOR THIS CONNECTION ORIENTATION #2 — ' WALL MOUNT END k INTERIOR MULLION --- ---PLYWOOD--•� � �--- - @OR 3) O/ OR 1ro1/ { Lutl FLORIDA BUILDING CODE (Non high Velocity BUrricane Zone) In 0 4'o.c. /p OR/1/a)/SUP A N: Ti��� 0M20 WITCO INC Nautilus DRAWN M.P": FLUSH MOUNT (�d,L,� `J Q� CENg '`�'P''% BUILD—OUT MOUNT �: Ro/LngSAuow3"11- M/a/2o2o SECTIONS 0'-0' (PLAN) - IL EC. INC. aAt< ND.4416 TILLIT TEsnlr`c� k ENCINEERINO COMPANY EXPERT SHUTTER SERVICES INC. *: * // asn q.^>,;lafW lETa. ..R+44 a oU.t�.w 66e ST, UCIE,FL wavE 20-064 vom sr,waE,n 3a9aa INSTALLATION DETAILS INTO EXISTING WOOD BUILdIPPOS STATE OF ��� WALL°"-00067o°``°" D A"'N0"° U-0006719 �'(4ou1 Ty-� EAi:1m)an-ono WAttER A rILUT X.P.E. t/i''• O• F( 1D RORInA Uc./44167 aL I— SHEET 8 a 26 ,C'•. OR • SEAL/SIGNATURE/DATE i U N11 i111111111�` 1/2"Min. E.D. 3" 1/2' Min. E.D. FOR 3/8"0 CALK-IN ANCHORS (4) 3/8'0 CALK-IN ANCHORS OR 3 Min. E.D.-- Min. E.D.�FOR 1/4.0 SOUD-SET ANCHORS (4) 1/4"0 SOUO-SET ANCHORS OR I / (4) 3/8.0 KONK BOLT TZ EVANSION ANCHORS OR (4)ANCHORSO PER <' Min. E.D. - 'Min. E.D.---I--FOR 3/ KNIK BOLT TZ EXPANSION ANCHORS (4) 5/16"0 TAPCON XL ANCHORS STORM BAR CONNECTION, 1/8"Min. E.D 1/8' Min. E.D.--{—FOR 5/16"0 TAPCON%L ANCHORS 5/16"0 TAPCONS XL W/ - 1 -3' -1 SEE TABLE 2 ON SHEET 23 EDGE OF SLAB EDGE_OF SLAB 2 1/4"Min. EMBEDMENT 1" �(Typ. TOP $ BOTTOM) IF APPLLIGIBLE~I IF APPLICABLE $ 1"O.D.x0.060"GALV. 1" STEEL WASHER 4 24'o.c. j K / 4'Min. / 2 POURED CONCRETE- II 2" _0 ® POURED CONCRETE r 2"x2"xl/8"x0'-5" (6063-T6 ALLOY) II POURED K i mi 1 ALUMINUM ANGLE EA. SIDE W/ (f'c.3 Nei) 5'min. n .�.. (".-,3 3 s) 5" n �: 2' ® ----(2) 1/4Y-14x3/4" ITW UILDEX TEK THICK REQUIRED p 5/16'0 TAPCONS%L THICK REQUIRE* / , W 2 1/4"Min. SCREWS TO STORM BARK n I I EMBEDMENT $ j. i / i - --5"_---- (Typ. TOP$ BOTTOM) u 1"O.D.xO.D60'GALV. STEEL WASHER O le 11 4' ♦ ♦ SECTION S-S II I I 24"D.C. BOX 11 I I / II , 1MO4NE SCMY FGILT � ii I I � n I I Jy EMNIEDDm IIIIp AWp10R ANCHOR 1' Min. FOR BOX II WIND ZONE II I I ,----- 3 t I I u I I DETAIL A u I u I I 2' Min. FOR II I I t SEE STEP 3 ON SHEET 14 FOR SPECIPL i`1 E * 1/4"0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ _ 1/4"0 x 3/4'SOLID-SET OR 3/8"0 x 1 1/4'CALK-IN ANCHORS WIND ZONE--''I I TREATMENT FOR WIND ZONES 1 THRU 3 §a RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME it 4 i� a 1'Min. FOR n N WWx WIND ZONE - I STORM BARS ARE REMOVED. (SEE DET.A). vai w II I In 1-3 tjl I ORFlt u Min. SEPARATION TO I io ii I (2)ANCHORS* PER o GLASS � �� 2' Min. FOR 11 I I -O STORM BAR CONNECTION, D(SEE SCHEDULES ONI _{.% II SEE TABLE 3 ON SHEET 23 SHE 15$ 18 w WIND ZONE�11 j II ) I = 4 _ �Y (TYp. TOP $ BOTTOM) w u I I a N I��i (2)3/8"0 CALL(-IN ANCHORS OR �. u It I w I Min. (2) 1/4"0 SOLID-SET ANCHORS OR w II I 3v II SEP ASS TO I (2)3/8.0 KYAK BOLT TZ EXPANSION, 1 4"- V i�(SSHE EE SCHEDUL S'N I -..- (2)ANCHO TAPCON XL ANCHORS 1 �Y EXISTING---yl I I N Daff" II I I GLASS n 2' EXISTING—II " 2'x2"xt/B'xO'-S* (6063-T6 ALLOY) GLASS ,: I I ® " _ ® 2• ® ALUMINUM ANGLE EA. SIDE W/ 61 T S1 ( --(2) 1/4"0-14x3/4" ITW UILDEX TEK II I I (TYP.TOP/BOTTOM);: SCREWS TO STORM BAR 18 II n i T�/BD11Gh 5 (Typ. TOP $ BOTTOM) g - S SECTION S1 -S1 (TYP TOP/BDTTOM)n I I (IYP.TOP/BOTTOM) 1 n I 2 1/16" "4' Min. II I" POURED CONCRETE /MIN. E.D E.D. % Et] 1 1/2"et 1/2"xO.062"xCONT.ALUM (f'c-3 ksi) 5" min. I E ANGLE W/5/16"0 TAPCONS XL W/ L THICK REQUIRED 5/16"0 TAPCONS XL W/- _T 2 1/4'Min. EMBEDMENT O 24'o.c. - 2 1/4"Min. EMBEDMENT EDGE OF SLAB. POUREC CONCRETE- 'LEDGE� WALL MOUNTING (r c-3 wO I APPLICJIBIEI S'mTHICKP.THICK gEDb I IFAPPLICABLE \��` I(�1 �wAFA FLORIDA BUILDING CODE (Non High Vebcity Hurricane Zone) 1/2"Min. E.D.--- 1/2"Min. E.D FOR 3/8'0 CALK-IN ANCHORS g% �' 02020 nLTECO INC. DRAWN In: ---1--FOR 1 3 Min. E.O: �''1 3'Min. ED. I /4'0 SOUD-SET ANCHORS .�y�P.•'��CENSF•v9��%, Nautilus M.P. L(��—��, Min. E.D:-- t 'Min. E.D.�t--FOR 3/8-0 KMK BOLT R EXPAN WIPANCHORS R011tag S6aHer System os/e/m2D 1-3 1/8" Min. E.D. -3'--3 1/0' Min. E.D.--)--FOR 5/16"0 TAPCON%L ANCHOj 1 NO.44167 DATE _ _= _ TIUJT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. *: * H..xxs.W1u:w cnools 668 S.W.WHrtMORE DRIVE FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR O = o`•, STATE OF // : ma' "° " PORT ST.LUCIE.FL 34984 zD-o64 //�LVy"xW' il:liReceeool.com pMWMO No F f� •�/ l CA-0006)19 F F11tIN[: eW))N-9066.iYt:())2)e)t-eMe SECTION V O D WAL ERA nLR P.E. rvo S ORI �i FF ��'�.E. SEAL/SIGNATURE/DATE 110RIDA Uc.0.16) - sK SN[ET 9 Ix 26 SOLE:3/16'. 1' �i s ��� ll/1/111111111111\\\\ TOR (1) 3/4.0 KWIK BOLT TZ EXPANSION ANCHORS O END AND INTERIOR MULLIONS 2' 1 1/2' 3' -1 1/2• ©&®(ORIENT TION r1)AND END MULL IONS©& (ORIENTATION N2) 3" FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION 9" Min. E.D. -- ANCHORS O INTERIOR MULLION � (ORIENTATION /2). O Dam ' ,. EXTERIOR F _ T - 7 I I ,EDGE OF SLAB 3•x3'zt/2-x0'-6" IOR �. E IF APPLICABLE {' J 61• (6061-T6 ALLOY) I\\` 3'x3"x1/2•x0'-4' Num. ANGLE EA. SIDE W/ I I I (6061-T6 ALLOY) Alum. TO MULUONI C&BOLTS 11/2• POURED CONCRETE n ® ® ANGLE EA. SIDE W/ (2) T (f'c - 3 ksl Min.) �i 3'. EX NSIO KWIK BOLT TZ 6' Min. THICK REO'D. ' 3ULL' THRU BOLTS TO �_ t 1/2' EXPANSION ANCHOR 1 I/2• u 1 MULLION�& (1) 3/4'0 W/ 6" Min. EMBEDMENT II KWIK BOL TZ DCP.ON I I/2' TO POURED CONCRETE p E0.- F0. ANCHOR W/ 6"Min. (Typ. TOP & BOTTOM) EMBEDMENT TO POURED -- -------6'"--- CONCRETE (Typ. TOP & BOTTOM) EXISTING III GLASS SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/,6, Min (END & INTERIOR MULLION ND &ORIE MULLION) G1 F� u ©OR (W/ ORIENTATION # I I ORIENTATION N 1� ° (6%4") (4%6•) 3'x3'x1/2*xo'-4" 1 4_..� 1 1/z• t t/z' I 1/2' 1 1/2• N� II I (6061-T6 ALLOY) ' II EXTERIOR Alum. ANGLE EA SIDELT W/ W II (2) 3/4"0 THU BOLTS 3• �x TO MULLION & --- .- 3' - 3• In o ® 1 ® (1) 3/4.0 KW (Gl KWIK BOLT TZ ! G)., 1I + EXPANSION ANCHOR N Q/8 Or.�-. .-'J�1..---_ I Q/8 or W/ 6' Min. EMBEDMENT TO ' 11 POURED CONCRETE (Typ. { EXTERIOR !I I 4- DaEFM z o R/8 or It R/8 or TOP& BOTTOM) v R'/8 R'/8 EXTERIOR II 1 I/Y 1 1/Z' ® II ® 4• 4' _1 _._8•___ __�. X1 ii X1 r-Vr- Y 3'x3"x1/2-x0'-8' (6061-T6 ALLOY) 3•.3".1/2'.0'-8'(6061-T6 ALLOY) ME.TOP/80110M)II (TYP,TOP/90TTOM) Alum. ANGLE EA. SIDE W/ 2) 3/4.0 Alum.ANGLE EA. SIDE W/,(2)3/4'0 EQ.---�{•--EQ. Y THRU BOLTS TO MULLION 0& (1) THRU BOLTS TO MULLION G0& (2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR KWIK BOLT TZ EXPANSION ANC W/ 6'Min. EMBEDMENT TO ANCHOR CO 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP& II 1 3" POURED CONCRETE (Typ. TOP & r' SECTION X1-X1 W/ * BOTTOM) BOTTOM) POURED CONCRETE (Fc = 3 ksi Min.) SEND & INTERIOR MULLION) (END MULLION QNLY (INTERIOR MULLION ONLY B'Min. THICK REQb. Ear£OF L �IEDGE OF SLAB (1 ORIENTATION 1 1) ALTERNATIVES SECTION X1-X1 W/� IF (8"x4") (W/ ORIENTATION N 21 FOR (2) 3/4'0 KWIK BOLT TZ EXPANSION j- .9•Min E.D. ' MM. E.D. FOR O INTERIOR MULLION - - -— — f (ORIENTATION /2). • SIDE RAIL @ AND BOX NOT SHOWN FOR CLARITY - 9'Min. E.D. - -- Min. E.D. FOR (1) 3/4"0 KWIK BOLT TZ EXPANS ANCHORS O END AND INTERIOR FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&® (ORIE TATION /t t �• �i� o2c2O nLTECO 0K. DRAWN IT: END MULLION C (ORIENTAT .�\GENS '•�/'9��i Nautilus M.P. FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS lG�OR / \ Rolling ShuttarSystem 06/c/2m seCTlONsw-T No. _ L EL ECOINc. EXPERT SHUTTER SERVICES INC. DATEDATE. — ; TILLIT TESTING&ENGINEERMG COMPANY i 66e S.W.WHITMORE DRIVE 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* = o'• STATE 0 �/- ZO .-naC-000670ol.cam PORT ST LUCIE. FL."a)Is ;•A(I CA-0006T19 FNONE:(RW)T«-Fme rA%:(T)3)'T1-row WWIMO Ne •'• WALTEA A TILLIT JT.P.E. SCALE 1/6' - 1" _ �,<`'•.F�OR1� •� SEAL/SIGNATURE/DATE FLORIDA uo./44167 v.e sN¢r IG OF. NAL ApFin M 1111111 N7\\N\\ Min. E.D. Min. E.D. (4) ANCHORS - .T 3"xJ'x1/2'x0'-4' 2' SEE SCHEDULE Sl) I-(SEE SCHEDULE ,1)� (SEE SCHEDULE A7) I (6061-T6 ALLOY) - OSEE MAXIMUM©(INTERIOR)&©1 (END&INTERIOR)TRAPPED MOUNTED MUWONS EDGE OF SLAB_ EDGE OF SLAB - ' 3" Alum.ANGLE EA SPAN COVERED By SCHEDULE 1b'FOR INSTALLATION CASES 1,le&DON SHEET IF APPLICABLE i IPPLOKE SIDE W/(2) 1/2-0, 1,0 3" 25. THRU BOLTS --- -1{ I To MULLION©1 -_ (LIMITED LOAD,MULLION SPACING AND SPAN INSTALLATION): ( 16WWKN OIE I -RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 �J G I I 1 4 p.s.f.MAXIMUM AS.D.DESIGN PRESSURE RATING, ° I 12'-0'MAXIMUM MULLION SPACING. 3 POURED CONCRETE 3'x3-x1/4'z0'-8" SEE SCHEDULES/1  FOR ADDITIONAL SPECS. II (f'c - 3 ksi Min.), (6061-T6 ALLOY) II SEE SCHEDULE /1 Alum. ANGLE EA. SIDE 1 1/2' G1 8`EXTERIOR W/ (2) 1/2"0 THRU --1+ ! �!CAg L -RESIDENTIAL AND COMMERCIAL APPLICATION W/160.8 p.s.l. II MAXIMUM A.S.D.DESIGN PRESSURE RATING,8'-0• BOLTS TO MULLION @ 1 1/2' II I. MAXIMUM 4 4AxIMUN MULLION SPACING. II ,- 6• 1 SEE SCHEDULES#1 &+2 FOR ADDITIONAL SPECS. ALTERNATIVE SECTION X1-X1 W/n* f18PUAM Off AXI D-COMMERCIAL APPLICATION FOR 3100.0 p.e.f.MMUM AS D. AS GLS n 1• I 1 1/2" DESIGN PRESSURE RATING,8'-0'MAXIMUM MUWON o Min. — OR G 1 (4wx6" INTERIOR MUWON ONLY W/ ORIENTATION (2) 1�/2, — SPACING.SEE SCHEDULES p1 &+2 FIX!ADDITIONAL 1 --8'--�!1 (SEE=#2) _ Z= ;; (6061-T6 ALLOY) , ALTERNATIVE SECTION X1-X1 W/ G1 u I I Alum. ANGLE EAU SIDE o n BOLTS)TO/2-0 MULLION 1 (4"x8" INTERIOR AND END MULLION W/ ORIENTATION # 1) IC Q f a ® ii C G 1- i 4' SCHEDULE /1 $ Q/8 or --'' Q/8 or EXTERIOR I INSTALLATION MIN.SUB MIN.ANCHOR MIN'EDGE THIW(NESS. ANCHOR TYPE t SIZE TYP.TOP t B0T1011 DISTANCE FOR '1 f oN R/8 or T R/8 or 4 ANCHN31R5 - F cASEs ( ) EIBEDYEIVT J p W REO•D. ANCHOR R,/� II I I R'/8 (SEE SCHEDULE /1) - 1 1/2' 3/8'0 HILT INC HUS-H SCREW&3/8-0 POWER FASTENER 2Y II I 1 1/2- WEDGE-BOLT ANCHOR FOR©&®(INTERIOR)MULIIONS 2 1/2' 5 1/2• 3 II 1 W/ORIENTATION/2. < ® R I B'----- _ * t 4' 1/2•0 Han INC Hus-H SCREW&1/2'e POWER FASTENER x ® ALTERNATIVE SECTION X1-X1 W/ 0 IW�GGE-BOLT N/1°R FOR®(END h INTERIOR)MULUON 31 6• 4— X1 X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) I1/2'P HILTI INC KWIK BOLT TZ ONLY FOR©&®INTERIOR (Tw TOP/BOTTGM)II (TIP.TDP/BonoM) UWDNS W/GRIENTAnGN 02)&I®(END MUWDN W/ 2 1/2- 5 1/2' II I ORIENTATION/1). II __.___. 3'x3"xl/4•z0'-8" L 1- 1/2"0 WLn INC HUS-H SCREW& 1/2Y POWER FASTENER II (6061-T6 ALLOY)Alum. (WEDGE-BOLT ANCHOR FOR(G)II®(END OR WTEROR 3• p• 1 J. ANGLE FA. SIDE W/(2) 1• UWON)W/ORIENTATIONS 1 OR/2. II 1/2'0 TM BOLTS TO II 1' 1/2^w HILn INC KWIK BOLT R ONLY FOR C d INTERIOR - MULLION 1) MULLIONS W/ORIENTATION/2)&®(END M ON W/ 3 1/4' 7 1/2- ORIENTATION/I,� ORIENTATION/1). ( A 1l f_EDGE OF SUB G1 - 6`B•EXTERIOR D 6^ 1/2'4 HILTI INC HUS-H SCREW OR 1/2-0 POWER FASTENER 8 GE-BOLT ANCHOR SEE°NOTE ON SCREW 1.W N EDGE OF SLAB I___ Min. E.D. - IF APPLICABLE �SNEET 25.VPLD FOR END&INTERIM MUWONS &g 3' 8• Min. E.D. W/ORIENTATIONS/1 OR 02. IF APPLICABLE (SEE SCHEDULE oy, -(SEE SCHEDULE /1) I _ POURED CONCRETE (4) ANCHORS _ ___-_ (SEE SCHEDULE >fl) 1- SCHEDULE 2 (Yc 3 kei Min.), _ SEE SCHEDULE p1. 1 1/2' �--4' 3' INST�A SIGN MHOKNESS ANCHOR TYPE a SIZE(TYP.TOP t BOTTOM) EIYBEDYEW DISTANCE ALTERNATIVE SECTION X1-X1 W/ • REO•D. ANCHOR FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS_G OR G 1 4 1&t D 1 4- 5/6'4 HLTI INC HUS-H SCREW&5/8-0 POWER FASTENER 2 1/2" 7 1/2• WEDGE-BOLT ANCHOR. SECTIONS W_1 I(4"x8" INTERIOR AND END MULLION ONLY W/ ORIENTATION # 1) 11 NI' 44!u, FLORIDA BUILDING CODE (Non High Velocity 6urrieone Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * `� .�. </J0,,, °2°2°.'L E`°'Nc °RAW"..' Nautilus APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING Iq LAfidws '9MI Rolling Shuffer System 06/e/202e / = NO. i L E C GCO NY EXPERT SHUTTER SERVICES INC. �� SCALE: 1 8'= 1' TllllT TESTING&ENGINEERING COMPANY / `�4p ev6 N". xn.WxN4'n CMWS.n arise 668 S.W.WHITMORE DRIVE / N„,.:taaem,-,°ao.rm:noa)en_,,;, PORT ST_LUCIE,FL.3XRe4 20-064 • SIDE RAIL(D)AND BOX NOT = :'� ° I`,—1e66)742-Tex.ra:(7n)e7,-ma6 —mail:-00067°PLwm DRAINING No SHOWN FOR CLARITY =-o STATE OF ,= CA nuff19 'ERA TILLu Jr P.E. �i90' FLORIOP •`��' . SEAL/SIGNATURE/DATE FLORIDAfORI Lic./u167 - $NEU IUA of 26 F' . \ . DNA`;11'o0 EDGE IF APPLICABLE- 2"xMUWON DEPTHxI/B'Cont. ALUM. TUBE (TOP& BOTTOM) W/ \ A`� j A _1/C0x3/4"f BUILDER TEE SCREWS 7 3/4' 5/16"0 TAPCONS XL W/ 2 1/4' W// 1.O.D.x0.0.080'GALVANIZED STEEL "Min. EMBEDMENT O 24 D.C. MIN. E.D. 2 1/6" WASHER O 24'o.c. Min. E.0 1 _ 1 1/2- �i. EDGE IF APPLICABLE - 4 - EDGE IF APPLICABLE1 CONTINUOUS POURED _ I 7 3/4'Mln. E.D. 2" —1 7" CONCRETE(f'c=3 W Min.) t 2'\ T--—— ' 8" Min. THICK REO'D. \ 7 3/4" Min. E.D. 2"� 2' 2' END CAP , 2. POURED CONCRETE _-- 7 3/4' (f'c = 3 ksi Min.) \\ POURED CONCRETE Min. E.D. \ E0. E0. 8' Min. THICK REO'D. \�, D(TERIOR (f'c 3 ksi Min.) 4"DRERIOR 8" Min. THICK REO'D. �. F i I DaERIDR (---- Y GOOR G1®--� - I ® -- �ORO 73/42 Min. E.D 2" G OR G1 �„ s tQR /$ Or 7 3/4 Mm. E.15. Y� Q a Or II I 4•x4"x3/8• K==i R/8 Or II r 1 _ y, 4'x4•z3/8' (8061-T6 ALLOY) (6061-T6 ALLOY) R'/8 II R'/8 J EDGE IF APPLICABLE I I Alum.ANGLE EA. SIDE. Alum. ANGLE EA. SIDE. 71� EDGE IF APPLICABLE z o EXISTING jrMin. I I ,�(WALL MOUNTED SHOWN. MAY BE SECTION X2-X2 W/(G)OR # ALTERNATIVE SECTION X2-X2 W/n OR(�• CUSS �I ALSO INSTALLED TRAPPED MOUNTED 3, u I I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION (AND & INTERIOR MULLION) i W " I I (WJ ORIENTATION 1 2) d\ (Wj ORIENTATION 4 1) (4"x6' or 4"x8") j" Min. E.D 1 1/2'x1 1/2"xO.062'xCONT. ALUM. (6"x4" Or 8"x4") 7 3/4" --- '1• ANGLE W/ 1/4"Ox3/4' ITW BUILDEX MIN. E.D. TEK SCREWS O 24• D.C. TO TUBE. -- A-__T 1 1/2' • SIDE RAIL NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED--- _ I ! CONCRETE(f'c-3 W Me.) I 7" 1D• 8" Min. 1HICK REVD. ( 2 TOP/MOM) 1 1/2' _- 1 1/2•' (M.TOP/BOTTOM) T- 7 3/4' I 4'x4'x3/8'x0'-10'(6061-T6 ALLOY)Alum. ANGLE MINI E.D. El-f-EO- EA. SIDE W/ (2) 3/4•0 THRU BOLTS TO MULLION & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR I III FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) VVV W/5"Min. EMBEDMENT TO POURED CONCRETF� ,, WALL. (TW. TOP & BOTTOM). `��� /T x�i, 02a90 alEco ep. owwR er: EDGE IF APPLICABLE ;rya?•'• �CENS '••`�9�''s MP. _, Nautilus WALL MOUNTING:MULLIONS n OR(� _ RolBngShatterSyafem oe/e/2o2o POURED CONCRETE WALL = N0.441 �` EC��M`' EXPERT SHUTTER SERVICES INC. �� = , nwI rslNe a 1•ENRWEERNo rcowANr SECTION W-2 6e6 S.W.WNRYORE DRIVE 20-064 PORT ST.LUCIE,FL.34964 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ' °'• STATE 0 �� `0005719 N9NE�'9W)7M-90ae.rAR�7I2)eT0�90 DRAWING "^ Z�'QO CA-000a719 WILIER A TILLJr dr.P.E. SCALE: 1/8" = 1" :,�F. .FZOR(0 ,�`, SEAL/SIGNATURE/DATE FLORIDA Uu/44167 sREn 1I a20 �I�II)I)au un MH111110 1/4.0x3/4"RW RUI DEX TEK SCREWS EDGE IF APPLICABLE EDGE. IF APPLICABLE 2"xMULUON DEPTHxl/8' Cont. W/ 1'O.D.x .c.GALVANIZED STEEL 4" _ ALUM. TUBE (TOP & BOTTOM) W/ WASHER O 24' o r / 5/16.0 TAPCONS XL W/ 2 1/4' EDGE IF APPLICABLE 7 I/2"Min. E.D. 2 1 2' 1— ram_ . •._ 7 1/2' Min. E.D Min. EMBEDMENT O 24` o.c. T--- ——— M - 2 MIN. E.D. - - - _ 7 1/2" Min. E.D. _ t_ / 2 2 - / POURED CONCRETE ® j ( POURED CONCRETE 6- 3 ksi Min.)_ 6• Min. THICKNESS EXTERIOR 3 1/2" I \__/ (Vc = 3 ksi Min.) EXIOW REO'D. 6" Min. THICKNESS Lq4�" REQ'D. z. OR© ? — G1 _ CONTINUOUS POURED ' EO.=-E0. I END CAp 1 �Z..' z ,. w 7 IF 1/2 CONCRETE(f'c=3 In Mn.) I 7 1/2'INn. E.D`.-'"`~ _�_l. Min. E.D. _ 7 1/2"Min. E.D. 6 Mn. T1IICKNFSS I 4' I--------- -4'x4"xl/4" ,------ —_ 4•.4'.1/4• (6061-T6 ALLOY) 7 im ANGLE LA. SIDE. Q REO'D. O O J (6p6t-T6 ALLOY) OR G1 EDGE IF APPLICABLE Alum.ANGLE Fit. SIDE. EDGE IF APPLICABLE N I i ALTERNATIVE SECTION X242 W/n OR(GPI * ALTERNATIVE SECTION X2-X2 W! 41* N ` SEND & INTERIOR MULLIONS) �$ I (INTERIOR MULLION) ORIENTATION � � ffi0 Q/®r ' I Q r / ORIENTATION # 2) L / (4�x6 or 4'x8� (8%4") R/8 or I R/8 or 9 R'/8 i I R'/8 O SEE MAXIMUM©(INTERIOR) &©(END & INTERIOR) WALL o MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 1" �^ (WALL MOUNTED SHOWN, MAY INSTALLATION CASES V At H' ON SHEET 25 IF BE ALSO INSTALLED TRAPPED ExlrnNc u M n' I I '�D (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): cuss 11 I I MOUNTED PER SECTION R'-R' ON SHEEP 8.) INSTALLATION C4SE r - RESIDENTIAL AND COMMERCIAL zES APPLICATIONS WITH ±60.8 p.s.f. z I E'Min. . 1 1 1/2'xl 1/2"X0.062"%CONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2• -- i -ANGLE W/ 1/4'ox3/4" ITW BUILDER RATING, 12'-0" MAXIMUM MULLION MIN. E.D. TEK SCREWS O 24' ox. TO TUBE. SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER 1 1/4" I — ANCHORF STENERS WEDGE-BOLT 13 1/2"6• ® INSTALLATION Gil r - COMMERCIAL APPLICATION FOR ±100.0 X2 X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (TYP.TDP/Bonom) 1 1%�• _�--:- 1 1/4. (Tv.Top/wnam) MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 1 CONCRETE W/ HIL11 INC KWIK BOLT TZ ANCHORS. 7 1 2" COI4FIN000S POURED 4"x4'xt/4"x0'-6'(6061-T6 ALLOY) Alum. ANGLE MIN- E.U. CONCRETE(rc-3-W - EQ --EQ__ Ems. SIDE W/(2) 1/2-0 THRU BOLTS TO MULLION \REO Mn.) 6"Min. THICKNESS & (2) 1/2-0 KK BOLT TZ EXPANSION ANCHOR • SIDE RAIL I�NOT SHOWN FOR CLARITY • WI D. W/ 3 1/4`Min. EMBEDMENT TO POURED CONCRETE WALL (TYP. TOP & BOTTOM). IUIIIW�ry„-// FLORIDA BUILDING CODE on High Velocity Hurricane Zone) EDGE IF APPLICABLE WALL MOUNTING:MULLIONS CGS OR(G� P�'' �C EN 'TiECO�` DRAWN„ POURED CONCRETE WALL �:' S •�9�'; NautllilS �.°' SECTION W-2 ` N0.44167 I llloH(ay3a•fbr Spsbria a/e/2o2o _ IL E C O�K�. EXPERT SHUTTER SERVICES INC. DATE 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION * nuil TESTING t ENGINEEM0 coMPN1Y / .■, .,,, a ,,x a wN.aWoos.n n w sae s.w.wNrnoAE oanE 20-064 STATE F ��Q�/� 2U nmmu'000�e`.91 � v paNT ST. LUpE.FL 31964 oro,Wwe Ma APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING / '"� WKTER A gLUT Jr.P F. �� SCALE: 1 8". 1' y� S'•.... ,1 P.E. SEAL/SIGNATURE/DATE F EORIDa Lk.1 444 av w-w SHEET I I a 26 +INuuu1H - -----9'Min. E.D. ---- -- -9'Min. E.D.—- FOR (1) 3/4.0 KWIK BOLT EXPANSION _ TANCHORS O END MULLION 3"x3'x1/2"x0'-4' Z' (ORIENTATIONS #1 & #2). (6061-T6 ALLOY) Alum. 1 I - �` FOR (2) 3/4"0 KWIK BOLT TZ E PANSION ANGLE EA. SIDE W/ (2) T 3/4-0 THRU BOLTS TO ---�- I (ORIENTATION /2). ANCHOR BOLT T g EXPANSION i 2• 9"Min. E.D.----- T'II I 9" Min. E.O. ANCHORS O INTERIOR MUWON 1 tl EDGE OF SLAB .EDGE OF SIAB EMBEDMENT TO POURED IF APPLICABLE 1 1 1 1 1 1 I I IF APPLICABLE CONCRETE (TYP.TOP k 7.. BOTTOM alum POURED CONCRETEJ II ---- G2 (f'c - 3 kei Min.) ii 3" 8 Min.THICK REO'D. u II } II II II 1 2' _ EXISTING 4- GLASS SECTION X343 W/ I - zh Ii ';G2i _ (END MULLION ONLY) n u -kiEXTERIOR 1�1-1 4•-----1 1/z' (W/ ORIENTATION # 1) 1 1/2" (7"x4") _._4 o Q'/B — QI/8oaERIDR aw I; 4 x II t I/2'00 1 1/2_ � u - I W X3 i X3 --7. —r M Top/Bmow)il (TYP.TW/BOM) =3'x3"x1/2'xO'-7" (6061-T6 ALLOY) /_3"x3"xI/2•xO'-7" (6061-T6 ALLOY) n EQ. -EQ. Alum. ANGLE EA. SIDE W/12) 3/4'0 Alum.ANGLE EA. SIDE W/J2) 3/4"0 11 THRU BOLTS 70 MULLION & THRU BOLTS TO MULLION & n POURED CONCRETE (1) 3/4'0 KWIK BOLT Tz EXPANSION (2) 3/4.0 KWIK BOLT TZ EXPANSION 3 kei Min.)j� -A 3' -(f'c ANCHOR W/ 6"Min . EMBEDMENT TO ANCHOR W/ 6"Min. EMBEDMENT TO n - 1• 8' Min, THICK REQ'D. POURED CONCRETE (Typ- TOP & POURED CONCRETE (Typ. TOP& I BOTTOM) BOTTOM) /j/j%/,;j'j I' 1 ✓j; �� (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF SLAB I EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ APPLICABLEIF �? IF APPLICABLE(ORIENTATION /2). {W/ ORIENTATION f2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X7") �- 9"Min. E.D. �-9"Min. E.D. ANCHORS O INTERIOR MULLION® s SIDE RAIL OD AND BOX NOT SHOWN FOR Min. E-D.--- -+I'Min. E.D-- tI CLARITY. F LT CH(�304 END MULLION ��$ II(�AAA�i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & #2)`.N. J ice. czazo TRTEco INC • DRAWN er: FLOOR TO CEILING/TRAPPED MOUNTING:MULLION CGS �P' \\DENS '•.� Nautilus M.P. No. 4416 RoHingShaferSysa9n ae/e/za20 SECTION W-3 = _ i E COIN,. DATE *" * TILLn'TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 668 S.M.WHITMORE[NNE END 8 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' %°9'. STATE OF :o / 2P2� a>°Smo� I b ram°M/Sm Is i PORI ST.LUCH,FL.34994 20-064 •�/ Iul•cco.uic"I^ DRAWING No O FCOR10 U-0G06]T4 —I':(MAP rw-a34.r-(nz)ar1-owa SALE: t 8' = 1' ii �'•. \ F WALTER A TQ T 11 �L. / � Fiss'" � E. SEAL/SIGNATURE/DATE rLoRlw Uc.d 4.16] SNEEi tz or za f)Illllllll((II O SEE MAXIMUM(a(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. - Min. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, la k II IEDGE MOF IC SLAB 1r_(SEE SCHEDULE/1)_— (SEE SCHEDULE/1)�D E OF SLAB ON SHEET 25. / ` / / (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CAM i - RESIDENTIAL AND COMMERCIAL APPLICATIONS Cn WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN IRI y 3'a3"xt/4"vo'-7' t' 1' PRESSURE RATING, 12'-0' MAXIMUM II I POURED CONCRETE (6061-T6 ALLOY) _ _._..._5•. .. 1_ If', - 3 NR Min.), Alum. ANGLE EA. SIDE MULLION SPACING. II SEE SCHEDULE /1 W/ (2) 1/2"0 THRU �• SEE SCHEDULE (�1 FOR ADDITIONAL SPECS. 1; BOLTS TO MULLION© � n M15fALLA1ION CASE L - RESIDENTIAL AND COMMERCIAL APPLICATION n 1 W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN ExISTINC�� 2 DQEWR PRESSURE RATING, 8'-0" MAXIMUM MULLION CLASS II _ _ SPACING. w tin. G3 t 1/P' M SEE SCHEDULE #1 FOR ADDITIONAL SPECS. 'I o ii G3 1 1/2- INSDLAIM 0I II - COMMERCIAL APPLICATION FOR t1D0.0 p.s.f. n ! --7'------ MAXIMUM A.S.D. DESIGN PRESSURE RATING, (4) ANCHORS — 8'-0' MAXIMUM MULLION SPACING. SEE N (SEE SCHEDULE 11) z= SCHEDULE #1 FOR ADDITIONAL SPECS. In xo ® u Q•/8 Q1/8 ALTERNATIVE SECTION X3-X3 W/bjj JWZ ORIENTATION N 22 SCHEDULE /1 (2"x7" INTERIOR MULLION ONLY) m u MIN. S MIN. EDGE = II INSTALLATION ANCHOR TYPE t SI2E MIN. ANCHOR Z cJ THICKNESS DISTANCE FOR pIn p CASES REO'D. (TYP. TOP h BOTTOM) EMBEDMENT ANCHOR n N • SIDE RAIL(p)AND BOX NOT SHOWN 3/8"0 HILTI INC HUS-H FOR CLARITY. I 4' SCREW,POWER FASTENER 2 1/2' S 1/2' ® II I ® 3EDGE X3 u I WEDGE- BOLT ANCHOR X3 (TYP TOp/BOTTOM)II I (Tr TOP/gOTTOM) 4" /2GE HILTI INC KWIK 2 1/2" 5 1/2" n BOLT TZ n I POURED CONCRETE II 8" 1/LT rzILTI INC KWIK 3 1/4' 7 1/2' u _ � 3' ---(f'c 3 all Mint. II 1` SEE SCHEDULE /t I t/ EDGE OF$lAg I_EOGE OF SLAB IF MPLKi18LEL IIF APPLICABLE Min. E.D. Min. E.D. �JI (SEE '&EDUIE /1)-' `(SEE SCHEDULE /1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS SECTION W-3 ``` fl„Ii ��C , FLORIDA BUILDING CODE (No. High Velocity Hurricane Zone) 0 2020 TaTECO INC.�i DRAWN eT: T Nautilus ��S�P '9�, RaiShlilSysbm a/s/xozo OINTERIOR TRAPPED MOUNTED MULLION INSTALLATION *�` 1 L E C O INS. DATE _ No. 4416 = TILLIT TESTING!ENGINEERING Cowp"y EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INMATIONS k " :Wm rom7;-i]a ° ,,,,m„-,;;" 668 S.W.WNITWORE DRIVE 20-064 61 elNe—D111 Qom PORT ST.LUCoui, R 3qe. SCALE: 1/8' 1' - STATE OF :'� " CA-0006719 MONL(6ee)TeE-.e.6.EA[:c7li)eTt-an DRAWING No ��O'• b ! WALTER A TILLn Jr.V E. Niv�,w �'•'•.F/ORIDP. �lt�. SEAL/SIGNATURE/DATE FLORIDA Lk./!{i67 �a MEET IPA or 26 EDGE IF APPLICABLE- 2"xMULUON DEPTHx1/8"Cont. \, rALUM. TUBE (TOP k BOTTOM) W/ 1/4.Ox3/4"rTW BUILDEx TEK SCREWS 1,5/16"0 TAPCONS XL W/ 2 1/4" W1 I.O.O.x0.060•GALVANIZED STEEL 2 1/6" Yin. EMBEDMENT O 24"o.c. WASHER O 24'ox. 7 3/4" Min. E.0 MIN. E.D. I - , EDGE IF APPLICABLE� - 1 ® 2" 7 3/4" Min. E.D. -1-----'--�-.7 CONTINUOUS POURLD -- - . 7" CONCRETE(fc=3 Ica Mn.) 10" .._1 8"Mi, THICK REO'D. POURED CONCRETE (f'c = 3 ksi Min.) END CAP 8" Min. THICK REO'D. - 4' DaEWR 7 3/ 1 -�---T �+ 4- NOTCH WEB 2" I Min. E.D. (TYP. TOP/BOTTOM) I T— �-�---� ----------------t 4' �(, I 7 3/4"Min. ED. —_- I 4'x4"x3/8" (W61-T6 ALLOY) r`^ II Min. m n '"Num.ANGLE EA. SIDE. II (WALL MOUNTED SHOWN, MAY BE ---- F!" XxNc-`u - �J ALSO INSTALLED TRAPPED MOUNTED C G u PER SECTION 0'-0' ON SHEET 8.) EDGE IF APPLICABLE Q N © If EXIEWOR M SECTION X4-X4 W1 Q ow ® ® (END A INTERIOR MULLION) (W/ ORIENTATION r# 2) Q./B (4"X7� Min. E.D 1 1 1/2"x1 1/2"xO.062'xCONT. ALUM. x 7 3 4" 1_ ___ _ SIDE RAIL QD NOT SHOWN FOR CLARITY ANGLE W/ 1/4"ox3/4" ITW BUILDER MIN.E.D. TEK SCREWS O 24' D.C. TO TUBE. 7- CONTINUOUS POUR£D— OOWRETE(fC=3 k i Lim) 8' Min. THICi< REO'D. I 7" (11P.Tap/60801,I) 1- /2 _ -- 1 1/2" (TYP.TOP/901T)11) 7 3/4" MIN. E.D. EO 4'x4"x3/8'xO'-10"(6061-T6 ALLOY) Alum. ANGLE I III EA SIDE W/ (2) 3/4'0 TTZ BOLTS TO MULIp� a. 4jrr FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _-4•_ k (2) 3/4"0 KWIK BOLT TZ EXPANSION ANC '� ( 9 Y ) W/ 5' Min. EMBEDMENT O POURED CONC Q,• ✓ o zozD rR eco W. DRArN 9x: EDCL E AoPucnP(f. WALL. (1YP. TOP a BOTroM). \CEN 9's Nautilus W.P. WALL MOUNTING:MULLION ,P = No.441 57 Ro1Ung Shuftsr System De/e/2o20 POURED CONCRETE WALL c* Tt c I L E C O IMc. EXPERT SHUTTER SERVICES INC. DA E TILLIT TESTING t ENGINEERING COMPANY SECTION Wei =-o'• STATE �� �,,,, (nijE2 ,sio'_r �j�,°,';,„'°° cee s.w.wNInoRE ORNc 20-064 - •'. 3 x—mail:4llxcoOael.com PORT ST. LUCIE•FL 34984 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ,��F FLORI ;`�' w� CA 0006719 PL NbNr' r100)1A/-9plR rAx:(n:)nI-0fW DRAMNG b SCALE 1/8" _ �igSS/Q•••` •N�g,1t. SEAL/SIGNATURE/DATE FLOMDA Lk./44167 - -- SMER or 2e 1111111// EDGE IF APPLICABLE EDGE IF APPLICABLE-. 2"XMULUGH DEPTH-1/8" Cont — -t -ALUM. TUBE (TOP 8 BOTTOM) W/ 1/4'e.3/4"I1W BUILDEX TEK SCREWS , '.5/16"0 TAPCONS XL W/ 2 1/4" W/ 1"O.D..0000' GALVANIZED STEEL 7 1 2" Mtn. EMBEDMENT 0 24" o.c. WASHER •24"ox. 4 3/8" Min. E.D. 4 3/8" Min.I E D MIN. E.D. COWNUOUS POURED 1 CONCRETE(f'c-3Its Mn.) 8" Mi, THICKNESS 4 3/8 y I 7 1/4'.___. i Min. E.D. \ 1 END CAP 4 3/8" Min. E.O. CONTINUOUS POURED-- u CONCRETE(('c-3 W Mm) 0 e"Min. THICKNESS ( J g N REO'D. II M1O I G.3 EDGF IF APPLICABLE SECTION X4-X4 W/ a o= I ^z " (INTERIOR MULLION) �o (wall MOUNTED SHOWN. MAY (W/ ORIENTATION d 2) N It D)BE ALSO INSTALLED TRAPPED ExirnNG u � cus �i � _ MOUNTED PER SECTION 0'-O' (2"0") o u I ON SHEET B.) D 0 SEE MAXIMUM(a(INTERIOR) WALL MOUNTED MULLION SPAN ou w COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' do ® r I ® U ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): s I { \ INSDYLATION Ol5£Y - RESIDENTIAL AND COMMERCIAL 2 1/2'\ 1 1/2"x1 1/2"xO.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. Mn. E.0 1 4 3/8" ANGLE W/ 1/4'00/4' I1W BUILDD( MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D. TEK SCREWS O 24' D.C. TO TUBE, RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO ® ---- ® CONCRETE W/ HILTI INC HUS-H OR _ _. x¢ POWER FASTENERS WEDGE-BOLT X4 -Tw/�T1M 3 1/2" (fro TwAvrmm) ANCHORS. (�• N spUA'm m r - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/9' `-(2) 3/8"S KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. OOP.TOP a BOTTOM). •EDGE IF APPLICABLE CONTINUOUS POURED SIDE RAIL O NOT SHOWN FOR CLARITY CONCRETE(Tc=3 ILs Mn.) .�1 1,g�Gl 111••TN'!�^,,�/ 8' Min. THICKNESS REO'D. '""\� 1�• �rl�/AA�i� FLORIDA BUILDING CODE(Non Hgh Velocity Hurticone Zone) WALL MOUNTING:MULLION ) �:�y�?�' CENSF P y- °'�°'Ln`°"` Nautilus R POURED CONCRETE WALL SECTION w-4 z No.4416 = L C O INC. RoumysirT:eeerS/stml �ieizazo *: * EXPERT SHUTTER SERVICES INC. DATE O - muE remNc! ENGINEERING COMPANY INTERIOR WALL MOUNTED MULLION INSTALLATION = STATE of .. �.w, °-<»"„,y° 666 S.W. UCIE. 5408 20-oea 4V // �� �"" PORE sr. wc¢,2 saaTl4 ORAWwc N. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INV410-N P. ��,•� W&TER°uff .N. SCALE 1/8' = I' 4T,/�S�ONALE 444X��`P.E. SEAL/SIGNATURE/DATE FLORIDA U:.0 44 67 w nrN sNm 13n or u TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1). 1 MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS,A.S.D.DESIGN PRESSURE RATING(p.s.I.).THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"It 2.ENTER SCHEDULES is 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 Ml LLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((�,G &If ),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 FOLLOWING IDEF NITTIION FIC DUCT FOR OSLATIS AIN SHALL BEOCO SIIDEREDN TYPE, UDING ANCHOR TYPE,THE CONCRETE FO R A GIVEN M FOR FLOOR MULOLIONITY ELING((©�f3ED40&WALL MOUNTINGS OF MULLIONS INTO LMAx.THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12'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 Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Via&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 1 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 le,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(O,©,Q&(9), 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 WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(G, &Gpj) 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 STORM BAR SPACING WOOD FRAME STRUCTURES. - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \GENSA ��''� 02020 TL1EC0 INC. a u`1lus DRAWN BY: j Y it Y.P. � y / . _��� � Rolling Shutter System 06/e/2020 No.4416 L E C O 1Nc. \ DATE *[ * TIWT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. /�'jJ�J/�'� use n�•.,Mln.se,s,..gym.MRG,M cve[O 668 S.W. WHITMORE DRIVE STATE OF _ // (Pas}T'- m)......yi PORT ST. LOGIC,fL 34984 20-064 :�O F `�(, ``` a-mull-0.1•g.tam PRONE:(aOD)){a-vo6e FAX:(772)aTl "O DRAWING No c �0R10 Vr WALTER A nwT J, P 7. �\\�.E. SEAL/SIGNATURE/DATE FLORIDA" /AA1fiT _ SHEET to OF 26 \\ Tltllll11111111�� SLAT PERFORMANCE CHARTS Ia• Ib Ib" & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A S.D DESIGN PRESSURE RATING(p s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS VV/OR VV/O CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE HErWEEN POSITIVE AND NEGATIVE A.S.D. LOAD 3/8"0 KVVIK BOLT 3 ANCHOR 5/16"e TAPCON XL ANCHOR_ 5/16"9 TAPCON XL ANCHOR USE MAO"Po9rME A.S.D.LOADVALUE CRETE POURED CONCRETE TO POURED CON To GROUT FILLED CELL CONCRETE BOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX.��S��L�AT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. •LMAX.- (FT) 'LM yLmAX' FT AX.- (FT) DESIGN ( ) MEASURED TO BACK OF SLAT (in) RESSUR 11111L TRAPPED Bunn-Dun gm8_ WIu TRAPPED Bu.o-OUE BURn-our WALL TRAPPED OUIID-art RATING MOUNT MOUNT a MOUNT W/© MOUNT MOUNT MOUM W/og MOUNT Mourn N w�Q W/0 STORM 8AR$ W STORM BARS (PSO SEE N01FS# SEE NDRS# SE[NOTES# SEE NOTES• sm NOTES'# SEE NOTES iNOTES s>E NOTES# SEE NOT¢# SEE NmE3# OU T,M* # D ZONE WM ZONE Z W6D ZONE SEE NOTES 1-3 4 1-3 4 30.0 20'-0' 15'-4" 20'-D" 20'-0' 20'-0' 15'-4- 20'-D" 18'-0" 20'-0" 15'-4" 16'-O• 14 1 2- 6' T __. -_._- ---__ _36.0 20'-0' 15'-3" 20'-0" 16'-0' 20'-0 13'-0" 19'-0" 16'-Y _2p'-0" 15'_0• 16•_3:- ,q. 0• 1•-_ 14 1�2' 6' 7� _. 40.0 20'-0' 1S'-2' 19'-7" 16'-6' 20'-0 14'-5• 1T-4' 14'-10• 16'-11' 14'-5' 14'-10' 12'-9• 1• 14 1 r _---6"11� - 7- IV-2* 45.0 20'-0' 15'-0' 18'-0'- IV-3' 2W-O' 14'-2" 16'-0' 13'-91 74'-z' 13'-9' 1r-0' t' 14 1/2' 6' r 50.0 20'-0" 14"-10 16'-9' 14'-r 19'-1' 13'-1- 14'-10- 12'-1ff If-r 14 1 2" 8• r 55.0 20'-0' 14'-8' - 15•-6" 13'-4' 1Y-9" 1r-4• 13--1," 12'-1' 15'-0' tr-4' 12'-0• 10'-6• I. 14 1 8' r - -_ _ 60.0 19'-5' 13'-9" 14'-9" 12'-T to-9' 11'-6' 13'-2 11'-6' 14'-r 11'-6' 11'-4• ICK 0- 1' 14 1 Y 6' T -- -- - 70.0 18'-4" 12--11" t3'_11• 11'-11' 15'-r II'-0' tr-5' 10'-11' 13'-4' 11'-0' fa-10" 9'-6' - 1' 14' -- 6• 7• 70.0 1T-4' 12'-1'_ 1J'-3' 11'-C 1Y-0'- -ta--6' 11-10 tff-4' 12'-9• 10'-6" 1ff-4' 1' 13 1 6' 7' 760 B'-6• ,1-1'-T 12-Y lo'-io' 14'-3' io'-0• - 11'-4• a-11' 1z'O• io'-0• 9'-io• a-1o' 1• 1J 1 z• IlD.O ,5'a'_ 11'-0-0• _1Y-O' 1a-5•- - 13'-T 9'-s' 10•-10- 9•-r 11'-r a-s• 9•_3• 6•-6• -1- 11 - 6•- 7• 6S0 5' o" 1ff-6' 11'-r 1ff-0' 13-0' a-3' 10'-S• a-3' 11'-r 6'-3•- ,• 13• 6— r 9'-a' 101-11 a-11' - 10'-9' 6'-10' 6'-10' 6'-0' ._1• 12 1 2' _6' r Sao ,3'-5 9'-4' 1r-0' a-6- a-9" 6•-r 10•-4'- _6'_s'" e•-8- 7'_9• 1 -- 12 1/2• 6' r __100.0 12'-9 - 9'-4' 10'-5' 9'-1' II'_r 6'-4' a-5' a-4' 10'-0" 8'-4' 6'-3' T-6' -'1' 12' 6• 7- 106A 2'-2' 9'-0' 10'-," 6'-'r 11'-3' a-0- 9'-r 0'-z• -9•-8•- _6_0• Ir-0• 7'-: f•- 11 1/2' 6' 7- 110.0 ,1'-r 6'-6' 9'-9'- 6'-6' 1ff-11' Y-10' 6'-10' T-11' a-3• T-to' 7-9' Y-2- 1' 11 1/2' 6- r 11a0 ,1'-1" 6'-5'- B'-6' 8'-4' 10'-r T-6' 6'-6• r-6' a-o• Y-6' T-6' T-o' 1' 120.0 10' tff-3• _7'-S• _ 6'-5' 7-6' 6'-11'._ Y-S" T_5• 6'-10' 1• 11' 6' r iza0 tff-Y T-9' 9'-0" 7'-11-- lff-0' 7-- d'-r T-4'- a-e• T-r T-3' I. 11' 8' r 130.0 9'-10' T-6'_ 6'-9•_ --7._9• 9•-9• __7•-0• _ 6•_0•- 7,-2• 8•_5• 7,•-0• 7'-r 6'-6' _ 1' t0 1/r 6' r 1 .0 9'-S' 7'-2' a-6' 7'-r a-6' W-10" _7-10' 7'-1' 6'-2' 8'-10' 7'-0' a-S• 1' 101/r r r 140.0 a-1' 6'-11' a-4• T-S' 9'-1' _ - T-0' 6'-11" W-10' 6'-4' 1'-- 10 1/r 6• r 146A 6'-10' 6'-2' T-3' 6'-10' - 7'-8• - Y-10• - _ - 1' 101 6' r 160.0 6'-6• - 6'-0' _T-2' 7-4- _- T-9' - 10' 6• r- 1 a-3' - 7-10' T-0' a-3' - T-Y - Y-7 - - - 1' 10' 6• —T - - - - -- 190A 6'-0' - r-6' 6'-+0- -1' 10' 6' r ,. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND 0.S.D. DESIGN PRESSURE RATING. '+MU1p}gy4,,A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �a.... '•� '�P' �C EN �9 0 2020 TILTECO PLC DRAW /Te 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16•. TAPCON XL ANCHOR. INTO V Sj Na u tll us M.P' POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR // WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR C j IL E C O INt. Rolling Shutter System oc a 20n No.44167 �'�''-�— DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. __* * - TILUT TESTING t ENGINEERING TwuPAAlr EXPERT SHUTTER SERVICES INC. .se.w«cVSENs.n.vlw668 S.W.WNITNORE DRIVE20-064 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE STATE OF ^•~ Tom!-1610 '� Em>n'-'y' PORT sr.WCK.EL a4ce4 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. Er1oNL e•R ]w-� EAtI 34 n-aeo D2rWw No �,o' "'ORO'. `Zy�� e G-0006]I9 T RNLTER A TILLIT Jr.P.E. ••w•�. •Y[ Fss•..••. 115 E. SEAL/SIGNATURE/DATE FLORIDA G..144167 a I]-w n SHECT IS OF 2e tl1111111111111N MAX. ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A S.D DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL.MOUNT A.S.D.DESIGNNSLAT SPAN RANGE PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 8'-7'1 > 7•-9't > 9'-12't > 12'-16't > 16'-20't (p.ar 30.0 y" G.. 9. 9' 9. 9. q" 9. -- -- ------ - - - - --- >st-80 g" g' 9' 9• 9' 9' 7" a>141-160 9" g•_ g• ._- 9• _. g. _. 8•-- 5 5/8• - 5 5/8" SLAT_g• ' -- g• g• _-..-- -gam -- 8 1/2' S 5/8' ---------- r-SPAN SLAT SPAN FORA GNEN A.S.D. DESIGN g• g' -- g• - g- g• _- _ C�� PRESSURE RATING SHALL g' 9' -- --- 9`-_.__ 8' 6• - - �$ EXCEED MAX. SLAT g• 9' 9' 7• 7" -- - - - SLAT SPAN DEEINILQN PERFORMANCE CHART SPAN INDICATED ON ON TRAPPED MOUNT SHEET 15. DES A.S.D. SLAT SPAN RANGE ----- SU PREssuRE RATING 0'-4't > 4'-5't > 5'-6't > V-7't > 7'-9't > 9'-12't > 12'-16't > 16•-2W t RANGE(P.4 30.0 9' 9' 9• g' 9• 9' 9' _ >41-60 g• -- 9" _ 9• 9.-.. - Q, - - 9.. --7 1/2. 9. 9. >at-105 9• 9— 9, 9,-- 8, - - - - Ta- BUILD-MT>106-12o g• 9• 9B•>121-140 9" 9' 9' 7'>u1-1eo 9 6 MOUNT DESIGND. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7-9't > RATING 9'-12't > 12'-18't > 16'-20't (p•e, E E E E E E E E E E E E E 30.0 9. _9• 9• 9' 9" 9• 9' 9' 9. 9" 9" 9" 9 9' 9" 9' 9" 9" 9' 9' 7 3/4 7" 7" 5 5) >31-40 9• 9' 9' _ 9' 9' 9' 9' 9' 9" 9• 9" -- -9. 9" _9• 9• g• 9' g' T-- ---7" 6" 5 5/B' S 5/8' S 3/8 >41-66 g• g• 9' 9' 9' 9' 9' 9" 9' 9' 9' 9" 9' 9' 9' 7 1/2 7 1/2 g• 5 5/8' S 5/8 5 5/8 5 5/8' S 5/8 - >61�0 9' 9' 9' 9' 9" 9' _ 9' 9' 9' 9' __9' 9' 9' 9' 7- 5 5/e 5 5/8 5 5/6 5 5/8 5 5/8 - - >Bt-cos 9' 9' 9' 9. 9' 9' 9" 9' 9' 8' 8' 6 1/2 6 3/4' 6 3/4- 5 5/8 5 5/8 5 5/8 5 5/8 - - - - >106-120 9' 9' 9• 9' 9"_ 9' 9' 9' 8' 8' 8' B 1/2 6' 6' S 5/8 5 5/8 5 5/8 _ >121-140 9' 9' 9' 9" 9' 7 1/ 6' _8' 6 1/2 -g' g• g. 5 5/8' g g/g• 5 g/g _ - - - - - - - >141-100 9' 9' 9' 8' 8' 6' 7- 7' 5 5 8 6 3 4 6 3 4 51 5I�8J 5 5/8' 5 5 8' 101. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ENS ' �9- 02020 n' °�` Nautilus DRAY BY: Ro1Rng ShcMar Syx1*m 06/8/2a20 N No.441 7 = IL ECOtC. '' /T TESTING• ENGINEERING CONPANY EXPERT SHUTTER SERVICES INC. .: � "• P• .Burr- 66e S.W. UCIE.FL DRIVE a' STATE 0 �. c2mjen-,sA .<. c�e"s„ 20-o6a L mac albco0ed.con Poor ST. LUCIE.fL.349e4 y9p' FZ a U-0006)19 IMNWIMG N. /4`�•, ORIO WALTER A TILLR Jr PE. ��yA [f ��?�♦ `SEAL/SIGNATURE/DATE RORIDA u. 4116, 1 w 9NEE I6 or 2e /j///lllllllllt[1t♦ MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT .S SLAT SPAN RANGE OEM Flnow 0'-4't > 4'-5'f > 5'-6'f > 6'-7'f > 7'-9't > 9'-12'f > 12'-16't > 16'-20'f MSSU RA/1GE(P.I) s 30.0 g• g' g' g• 8' g" 7 1/2" 5 1/2" >3t-a0 8" 8" - 8' 4" __ - --- --- ---- >41-60 8' 8'_ g" g" 8" 6" 4" 3 3/4"-- ------- hm >s1-eo S. 6' 6' e" 7" 4 1/2' 3 3/4' - tMAX. SLAT SPAN FOR A ]121 -105 g" g' g' 8 1/2' S" 3 3/4' 3 3/4 _ r_SLAT - SPAN GIVEN AS.D. DESIGN LOAD ON -120 6' 8" 8" 5 1/2• a 1/2' 3 3/4' - - SHALL SLAT PAN INDICATED EXCEED MAX. -140 g• 7 1/2' 6" 4 1/2" 4' 3 3/4" - - -- SLAT PERFORMANCE CHART -50 g• g` 5• 4• 4• ON SHEET 15. SLAT SPAN DEFINITION —" TRAPPED MOUNT ADO. SLAT SPAN RANGE DE91911 it e1w 0'-4't > 4'-5"t > 5'-6't > 6'-7't > T-9't > 9'-12'f > 12'-16'1 > 16'-20't e1119f/P19 a 30.0 6" 6' 6" 6"__ 6'__ 6' 6" 5 1/2' >31-40 6' - 6" 6" - - E" B' 8' 5 1/2' 4 1/2' >41-e0 6' 6' 6' 6" e' 5 1/2' 4" 4' >61-e0 6 6' 6' 6" 6' 4" 4' >81-105 6" 6' 6' 6' 4 3/4' 3 3/4' 3 3/4' - 106-120 6' 6• 6• 5" -4* - 3 3/4• - -- 121-t40 6' 6' 5 3/4' ♦• 3 3/4' 3 3/4" - - >141-160 6' 6' 5' 3 3/4' 3 3 4' — BUILD-OUT MOUNT ABA SLAT SPAN RANGE Itt310M 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't 1Ramm E E E E E E E E E E E E E E E > Ibil 30.0 6" 6" 6' 6" 6' 6" 6" 6" 6" 6" 6" _ 6" _ 6• 6" 6" 6' 6-6- 5 1/2' 5 1/2" 4 1/2' 4• 4• 3 3/4- >31-40 6" 6' 6" 6" 6" 6' 6' 6" 6" 6' 6' 6" 6" 6' 6' 6' 6" 5' 4' 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4" >41-60 6' 6' 6' 6" _6" 6" 6' 6" 6' _ 6' r 6• 6' 6" 6" •4" 4" 3 3/4' 3 3/4. 3 3/4' 3 3/4" - >61-e0 6' 6' 6' S. 6' 6' 6' 6' 5 1/2 6' 6' 5' 5' 5' 4' 3 3/4. 3 3/4" - 3 3/4' 3 3/4" - - >81-105 6' 6' 6' 6' 6' 6' 6' 6" 5 3/4 ♦ 1/2 4 1/2 3 3/4 3 3/4' 3 3/4" 3 3/4-.3 3/4' 3 3/4' - - - - - - >106-120 B. 6" 6" 6" 6' 15 1/2 5 3/4 5 3/4 4 1/ 4 1/2 4 1/2 3 3/4.3 3/4' 3 3/4 3 3/4' 121-140 6" 6' 6' S' >ut-te0 6" 6" 5' 4 1 2 4 1 2 3 3 4 4' 4' 4' 4' - 3 3/4' 3 3/4' w��¢�11''�6t111 `` . .. ..; i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TLTEeo M ORA"eT: Nautilus No.4416 RolangSbMNersTiftm os/e/2020 DATE MG C O INC.OEXPERT SHUTTER SERVICES INC. TILLIT TE511NC! ENGINEERING COMPANY S"o.• STATE OF /��� """ -iTweTS° T "t`"°� -1' 1°` see s.w.WHROORE GmVE 20-064 �' - PORT Sr.LUCIE•FL.349M Z 9'•. �. .-mar I�n.roeo"room DRAWING N. OR —I!(m)7.4 WM.EAN 172)n-1 0 y�sS/ON••L� `��� .E. SEAL/SIGNATURE/DATE W�LORIGA c�t/N1firE SHEET I Or 26 11111 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX AZA SLAT SPAN RANGE DESIDN PRESSURE RATING 0'-4't > 4'-5't > 5'-6'1 > B'-7't > 7'-0't > 9'-12'1 > 12'-16't > 18'-20't s 3D.o 8" 8' 8" 8' ,8� 8' 6' 4 1/2'- >31-40 B" 8' 8" 8" p" 7• 4 1/2• - >41-60 8' 8' 8" 8' e• 4 1/2' -- - >61-e0 p" p• 7 1/2 7• 5 1/2 - - - SLAT MAX. SLAT SPAN A >81-105 _ p• _p' 7 1/2" 51_ _ 4" - - _ - —SPAN— PRGIVESSURE A.S.D. DESIGN -___ - PRESSURE RATING SHALL >106-120 _p• _ 7 1/2• 6' _4" - __ - CE ] b�B EXCEED MAX. SLAT >121-140 8" 6" 5" - - - - - SPAN INDICATED ON SLAT -- - >u1: 7' - - PERFORMANCE CHAR ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAYL SLAT SPAN RANGE DESIGN PRESSURERATM 0'-4't > 4'-5't > 5'-6't > 6'-7'1 > 7'-9't > 9'-12't > 12'-1W t > W-20't RANGE (p."-) s 30.0 6' 6" 6" 8" 6' 6" 6" - >31-40 6" 6" 6" 6' 6' 6' 4 1/2' ->41-80 8' - 6• 6" -- 6" d 4 1/2' >I1-105 8' 6' 6' 4 1/2" 4 1/2' _ - - >1os-t20 8' 6" 5 1/2' 4' 4 1/2' - -- >121-140 - --6•-- 5" 4 1/2" 3 3/4" - ^---- -- >tat-16o 6' S" 4' - - - - - BUILD-OUT MOUNT MAX. SLAT SPAN RANGE PARE 0'-4't > 4'-5't > 5-6't > 6'-7't > 7'-0't > 9'-12't > 12'-16't > 16'-20't RATING RANGE(p•1•) E E� E E E E E E E� E E E E E E E - E3 ,. 30.o g' 6' 6' 6` 6' 6" 6' 6" 6' 6" 6' 6" 6' 6' B' 6" 6" 5 1/2' 4" 4 1/2" - -- --__ ---- ----- -- - ---- -- -- --- ---- - - --- - -- - >s-4o 6' 6" 6" 6" 6" 6" 6" 6' 6" 6 _ 6'_ 6' .6' 5 1/2' 5" 4" 4" - - - >41-60 6" 6" 6" 6" 6' 5 1/2 5 1/2" 6" 6" 8" 6' 6' 5- 1/2- 4 1/2 - - - 3 - >s1-BO 6' 6- 6' -6• 6• 5 1/2 5 1/2 5 1/2" 4 1/2 5" 5' 4" 4 4� - - - - - 3 3/4' - - - - - - - >B1-1N)4 8' 6` 6' S 1/2 5 1/2 5 1/2• ♦ 1/2 3 3/4 3 3/4 - - - - - - - - - - - - --->t06-17D 6• 6' 8' S 1/2" 5 1/2" 4 1/2 4 1/2 4 1/2' 3 3/4 - - _ >121-140 6' 6' 5 1/2 4" 4' - 3 3/4 3 3 4' - >141-t90 5" --5" 4' - - - - - - - - - - - - - - - ``` Iy FLORIDA BUILDING CODE (Non High velocity Hurricane Zone) Q"•,.••" osow nTEco INC. o•AWN In: ��CENS ✓9"% Nautilus N0.4416 RoHiny�o/ArrSw ads/:axo "' C 4Nc' EXPERT SHUTTER SERVICES INC. DATE *; TILLR TE37ING!ENOINEERING COMPANY saw n" a"n n.s. wPN.onmaa.n.»,w 66e S.W.WNITYORE DRIVE 20-064 "O'• STATE OF PONY ST. LUCK.fL SaYe4 aG"��oaa om wallo PORT Tw-pose.ru:(m)eTt ONAWING Na yy.cF., LORIO G��� *rTE uI I iatb wi w SEAL/SIGNATURE/DATE sNEn le or t/ 1111111..,%% 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 BUILDIr4GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MA- aS.D. SLAT SPAN RANGE s.o. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (psr) VX7 Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >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 _2_40 728 300 881 360 1345 420 1587 540 2112 640 - - - - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - _- - - >141-160 781 320 1186 400 1322 480 1873 560 1740 640I - - I - - - - ~SLATN SPA *NOTE. SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx✓i Vy VALUES. Vy SIDE RAIL --VX V // FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) y ♦Q�'��CENS '�'A `Zo'o nl�`o IN` Nautilus aruw.p er: Y.P. � Rolling Shutter System o6/e/2020 No.4416 - L E C O INc. '\ DATE * * �� TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. HRH.xu.x.St.]oe.wwH uMOeS.r,vree 666 S.W.WHITMORC DRIVE (we)eTt-,s]0 a.:(]m)e„-�]], 20-064 s o'•, STATE OF ,_ ,H:sm«oeoa.coN Povr sr. wclE,EL.saves G-0006719 PHONE:(600)TaR-rou.rAx:(7 )6Tt-We6 DRAWING No F�ORIO a,t wuTER A.Rua�. PE 1y'CFS+'• G�♦jt SEAL/SM.NATURE/DATE FLORIDA L:c.Y 44167 - 6HCCT .v w:6 //NtgtuupNN� SLAT PERFORMANCE CHART IbI & ICI (ONLY VALID FOR 1/2'SLIP) SLAT PERFORMANCE CHART IIbl & IICI ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVENW 00 DGRADt,A.S.D.DESIGN PRESSURE RATING(D.s.f) SLAT FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p s q AND PRODUCT MOUNT FOR A GIVEN MAXIMUM A S.D.DESIGN PRESSURE RATING(PS 1)AND PRODUCT MOUNT CONDITION FOR SLIP 1/8"AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW W/2"x4"STUDS.AS PER LIMITATIONS ON DETAIL 1 IS MIMI M WIDE K1REI F09M NO Y3)I11WE ASA lMD DI wow 1IIIIIIII["A MO MIA CHART lb CHART IC1 CHART IIbl CHART IICI mw REQUIRED WIN SEPARATION TO UK IIMYY"a wmm pmK A.S.D. MAX SUIT SPIR GLASS ME""TO BICI(Of USEIEA)MMM POSIIfrE OSE M)(M1Y POL4TTVE WOOD GRADE DESIGN (/1) SAT(ins. 5116"0 TAPCON XL ANCHOR "D.LEAD VALUE 5/16"0 TAPCON XL ANCHOR A.S.D.LOAD VALUE IM MOUE r W/o STORM ams MAX. MAX.SLAT SPAN REQUIRED MIN.SEPARATION YAX. REOUIRED MAX SLAT SPAN P02LMM WIN.SEPARATION _— - (v.•.t.) Ima Mm w0 mMo »O EOK .1����� ro GLASS MMUIED 70 A.S.D. •(yam• ((t) TO GLASS MESURED TO SOUTHERN FINE#2(GS0.55) 60. 4'-S• 4'-5' A.S.D. LIMIL• (ft) BAOX OF SLAT'in) DESIGN _ DOUGUS-RR-SOUTH(G-0.46) 6O 4'-5• 4'-5' 1' s 1/2' DESIGN _ _ PRESSURE —___.__._-..____.. RATING MOUNT r/ Mougf r/ W/0 STORY OARS RATING MOUMI MM W/ M�W/ W/0 STORM BUtS SPRUCE PINE-FIR-SITH(G=0.38 60 4'-5' 4'-5' (D.e.f.) (sQ Manc, Mains Name) WIND-3 TAM041A[ (p s f.) (XE MU`ESe (m wase MDIO♦) wm 2aTe.3 w0 30.0• _1O'-0' 10'-0' f0'-0' 1- 71 2- 30.0•_ __.._ 8=3' 8'-3• 8'-3'__ 5 8'_ 3" t0'-C 1C'-0 10-0' 1• 7 1 35.0» 7'-9• 7'-9' r 9• 1' 5 1 a Yn 4"» 10'-0- 1C-0 10'-0 1• _7 1/2" 40.0» 7'-7' r-T -r r_ - j'._ _.8 46A 41» 10'-D 10-0 t0-O" 1• 7 1/2- 45.0 4WM 7--4• 7'-4' 7 4' t 5 1/5• -- - — s"W» 10'-0 10'--0. W-0• __. 1• 7 1/2' 50.0 w T-3' _r-3• _ 7 3- _ s t/a• 10'-O 1D-0 101-01 1' _7 1/2• 55.0 4» r-3• 7'-3" T-3' 1 _5 1 8• _ F w 10'-0' 10'-0• 10'-0' 1' 7 1 2' 60.0 r r-3' Y-Y Y-3• 1" 5 1a. 2 SLAT PERFORMANCE CHART IIIl:LOWLY VALID FOR 1/2"SLIP, FOR w.0 MWNi a , 1, FOR BUILD-our _^ III 4'4 3/4'FOR:I� 4 j I MAX.P--,1M11N I.rO Mm AI FOR A GIVEN MAXIMUM A S.D.DESIGN PRESSURE RATING(p.s.l)AND PRODUCT MOUNT III -1'iV � I I 1 CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW1-4 " I 'I I' Ir` CHART IIIb 1 CHART IIIC 1 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: USE t40M11M WNtA •VALID F R OOUGLAS�TR-SCUM(0-a46) 1/2-PLYWOOD AND `\��• ' 1/2•PLYWOOD AND SOIIIFfAN PINE 2 ci•0.56 vn (2)2•x4•WORD SKIDS `Yn• (2)2'x6'WOOD STUDS A ( ) E/L11 BEr010(TYP. 51ItE )t .�SIDE,BEYOND))1 USE 5116'0 TAPCON XL ANCHOR ASD�LOAD V 4I POSITIVE SPRUCE R-S-FIR (°'0 > DETAIL 2(ELEVATION) •vAUD Ern DaxxxAAs-flR-solml(ra.o.4s) DETAIL 1(ELEVATION) MAX. MAX SUIT SPAR lm WIN. S0UTH0;N PRE#2(GaOW A.S.D- N� . (OF.SLAT I nI •»M&UD FOR SOUrH9N PINE j2(Cn0.55) 10 DESIGN PRESSURE 1IM1 W/O STORM SAR5 �C----- RATING MOUNT( MOZ r/ rol3 r/ mo wo lot SLAT SPAN DEFINITION SLAT SPANMwme Mwee (sa Mrnoe 1-0 4 DEnWrIM 30C• 12'-0' 12'-0• 2'-0• 1' 9 35.0'• 12' 0-- 12'-O' 12'-0' 40.0» '2' o•-- 12'-0•- 12'-0' 1• _9• 45.0 W -o' 12'-0' 12'-0' 1' 9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF ��e� T ERHER SIDE OF OPENING SHALL BE 33". FLORIDA BUILDING COD( (Non High Velocity Hurricane Zone) Q•''����.••,••••••.•• - 0202011LTECO INC DRAWN en INSTALLATION INTO WOOD FRAME STRUCTUR�'•: \,\CEN,F �- _ Nautilus M'P' Rolling Shutter Syirtem D4/e/2020 No.44167 / 1 L E C O N M C. DATE EXPERT SHUTTER SERVICES INC. TIILIT TESTING a ENGINEERING COMPANY sN—,wR.�w rr,unrs.n.as 668 S.W.INNITMORE DRIVE .p•. — (xspT,-, m (.usA -1- " 20-064 s STATE OF Q` PORT ST LUCIE,FL.349e4 moil.Cl.cosaa.com PMONL(R00 T49-M,]4 MI(:(/T2)!1,-a990 DRAWR+C No 0�F• ��ORIDP,. �r WALTE A0TILLIT 006719r.PE SS•'••••• E. SEAL/SIGNATURE/DATE 'Low Lk./4416i SWEET 2oa2a AttN111111111N1 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE * WALL MOUNT&BUILD-OUT MOUNT TO 2'W"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) DESIGN RAT SPMI RANGE DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING 0, • RATING Ub,( >!b5 >5bC KbT >7b9' >9't 10' >10 to 12' s.f _!5_30.0 6' S 30.0 6" 6' 6" 6' 6" 6" 5' SOUTHERN PINE #2 40 6" SOUTHERN PINE 12 40 6" 6" 6' 6' 6'___4 3/4" _4.. (G=0.55) 45 6' (G-0.55) 45 6' 6' 6' 6' 5" 4" 3 1/2- 50 6" 50 6" 6" 6" 6' 4 3/4" 3 1/2" 60 6" 60 6" 6- 5 3 4- 5 1/4- 3 3 4" 3" - OUG lS-FIR-SOUTH s 30.0 _ 6" DOUGLAS-FIR-SOUTH S 30.0 6" 6" 6' 6" 6" 6' 5" (G=0.46) 40 6" (G=0.46) 40 6' 6" 6" 5 1/4" 5 1/4" 4 1/4" 4' -TRUCE F!E-FlR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH 30.0 6' 6' 6" 6" 6' 5 1/4" a (G0.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE V-' >4'� ` >v-T- 5 -7' >7-4 >9-10' >RATINGf NOUNf R/�E YOIMIr R IOUM W/F 110UIrf w/ IIa1R11 ARRRD W YOIMr R E YDIM R E 1101NrtR RIeIRf• E R E 1rD1RIr•30.0 6" 6" 6" E" 6" 6" 6' 6" 6" 6" 4 1/2" 4 1/2"SOUTHERN PINE �2 40 6" 6' 6" 6' 6' 6" 6' 6' 1/4- 5 1/4" 4 1/2" 4 1/2"(G=0.55) 45 6" 6' 6' 6' 6' 6" 5 1/2" 5 i/4" 5" 5' 4' 4" 6' 6" 6" 6' 6" 6" 5 1/4' 5 1/4' 4" 4"60 6" 6' 6' 6" 6' 5 3/4" 4" 4" 1 3" 3' - - DOUGLAS-FlR-SOUTH S 30.0 6" 6" 6' 6" 6' 6" 6" 6" 6' 6' 6" 6" 5" 5" (G=0.46) 40 6" 6' 6" 6' 8" 6' 5 1/2" 5 1 2' 5 1/2' 5 1/2' 4 1/2" 4 1/2- 4" 4' SPRUCE PINE-FIR-SOUTH s 30.0 6' 6' 6" 6" 6" 6" s' 6" 6" 6" 5 1/4' S' a' a` (G=0.36) * ```�,, p1U1nl1yjN,,I� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MAX. FOR SLAT FOR ........ • '� 02020 nuEC0 PC. DRAWN BY: A GIVEN A.S.D. DESIGN \LENS �9�'' Na u til us M° PRESSURE RATING SHALL _ Rolling ShutterSyslem 06/8/2020 �{p/EB EXCEED MAX. SLAT - ' N0.4418 IL E C O INc. DATE - nuI]rEsnNc a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SPAN INDICATED ON SLAT * *^ !/ k_ z �. .. ,,,� 668 S.w."ITUDIE DRIVE PERFORMANCE CHARTS ON O'• / 0R.1R,-s,o. w,c -i5„ 20-064 STATE OF :Q .-muu un.ooeoi am n oo RPoRRR)m.LUCiIE.F oven,owo DRAWING M G-0006]19 SHEET 20. '4�,0'•.F[ORIDP •' wa,ER a nun J. PE. �r Qy�tCs '• G\``4! SEAL/SIGNATURE/DATE iEORI]A Ix. N 67 �, Is RW sN6n 2,o<2e r //I/IIIIIIIII11N11 i TABLE 1 MAX ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.) &A GIVEN STORM BAR SPACING(ft)MAXIM kS.D STORM BAR SPACING (FI) DESIGN PRESSURE IN', 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6� 6.667' sr 30.0 11' 0" 11'-0' 11'-0" il'-0" 11'-0" 11 -0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS - - - '1 W 1 OR MORE STORM BARS PER SHUTTER. 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'--0" 11'-0" 71'-0" -� _. _ 40.0 11'-0" 11'-0' 11'-0" 11'-0' 11'-0` 11'-0` 11'-0" 11'70" 11'-0' 11'-0' 45.0 11'-0"50.0 11'-0 1 11 1'-0' -- - 11'-0" 11'-0" 11'-0' 11'-0" 11'-0" 11'-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS " '-0" 11'-0" --- _ W 2 OR MORE STORM BARS PER SHUTTER. 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • _�_� ------ --.-- -- 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 65.0 11'-O" i 1'-0' 11'-0" 11'-0' 11'-0" 11'-0" 11-0" 1 1-0" 70.0 _11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0"_• 11'-0" • - 75.0 f-1 -0" 11'-0' 11'-0' 11'-0" 11'70" 11'-0" 11'-0" 11'-0" • - - 50.0 1/'-0"~ 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10_'-10" • - - 85.0 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • -_-_ - __ - 90.0 11'-0" 11'-0" 11'-0' i 1'-0" 11'-0" 11'-0" - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 100.0 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11-0" 11'-0" 11'-0" 11'-0" 11'-0" 110.0 11'-0` 11'-0" 11'-0" 11._O. 10'-10" - - - - - 115.0 11'-0" 11'-0' 11'-0" 11'-0" - 120.0 11'-0" 11'-0" -- 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10' - 130.0 11'-0" 11'-0' 11'-0' - 135.0 11'-0" 11'-0" 11'-0' - 140.0 11'-0" 11'-0' i t'-0" - - - - - - - 145.0 --I T---0" 10'-11" 155.0 11'-0" t 1'-0' - 160.0 11'-0" 11'-0" - - - - - - - •• MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN LOR10A BUILDING CODE (Non High Vebciiy Hurr cane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR.} ��``�.`'• ^" '� C�e"1ECO"'c Na Tl til tIS Rolling Shutter �.• * �� ,p us"tia"a.(]oa7n-taxteD...rcr w.(AwS�M.r"s-.Is> Syvem %/6/ m N0.441 7 DATE EXPERT SHUTTER INC.nun TINia ENGINEERMG AT .'� 668 S.W. WNnuoRE DRIVE 20-064 PORI ST.LUM.IL SAS" % �' STATE 0 .-mac w.<.e..I.<. rho V f-)I --.Fa:(Tn)nI m.o DMWWG No 0.c;F�ORVD .••� `SEAL/Sa"TURE/DATE "FLOF k UrER Wc j u S 16i mn.w r1EE1 z:Gr 7c S ' G aattmnR��a�. 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 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.) &STORM BAR SPACING (ft) Ass STORM BAR SPACING"a"(FT) A" STORM BAR SPACING'a'(FT) Y 2,667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.867• � 2' 2.667' 3' 3.5' 4' 4.5' 5• 5.5' 6' 6.667' 30.0 _A/B,C,D AB,C,O A,B,C.D AB,C,D AB,C.D_ AB,C,D_ AB,C,D AB,C,D AB,C,O AB.C,D 30A A,8,C,D 0.B,C,0 AB,C,D 0.B,C.0 A,B,C,D A,B,C,D 0.B,C,D 0.8,C A_SC A,B,C J0.0 AB,C,D A,6_.CA /yB�CD A.B,C,D A,H,C,D _Ai C;P &%C,D _A,BC,D A,B,C,D _NB,C,D 36A A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C 0.B,C _ A 40A tiB,CA -_A_&CsD __I�C�D AB,CD_ __AB�C,D_ AB,C,D A_B,C.D A�CD_ 0.B,C,0 AB,C,D 4p0 A,B,C,D 0.B,C,D 0.8,C,D AB,C,D A.B.. 0.0.0 0.B,C A A A 46A _AB,C.D A,B,C,D AA.Cp_ AB,CA A,B,CA A,B,C,D A�B,C,D C,D A,B.C,D A,B,C 49A A,B,C,D A,B,C,D A,B,C,D 0.B,C IBC A,B,C A __ _ A A 50.0 AB,C,D A,BCU__ -ABA _ C _AB, C,D B.C,D Ai9,CyD__ AB,C,D_ AB,C WA A,B,C.D AB,C,D A,B,C,D A,B,C C A A A A A BSA _ A,B.C,D .I�CA. A,B.0 A�C_D_ AM&,D_ -.ABCA-- -�B,C.O I�C,D &B.0 B.0 !0.0 A,B,C.O. -AB.CA -_.AB.0 A.B.0 A __.� A - - A A - A - bAI _A.B,C.D AB,C.D_ A,B,C_D- - A cA_ CA _A.B.C.0 __CA .AA.C. A,B.0 --- ----- - ----- --- - �'- 40A �.C.D_ _AB.0 AB,C _ A,B A A -- A _ A -- A -A !.0_ AB,C,D AB•C•D _I,B•Cp A.B C,D A•B•C.D A C D __AB•C Aa�C A.B,C_ Y. M,0 A,B C AB,C 0.B,C _A A A A A A A 70A _A,B,C,D AB,CA_ _- AB,C,D__ AAC, _-_ A,B,C,D_ -AB.0 H,C _ A.B _ A 70,0 AB,C D AB•C A.B. A A A A - A A 78A A.B,C,D A. Di _ ,D _-A� AB.C.D --_A_B.0 - A18,C -__ A A - -�_-- - 76.0 A_ C A A A A A A - - MA AB.C.D AB,C _ /AC,D -1B CA_ A.B.C__ __&f C ..AAC - A A A pA C _AB A A A A A AB,C,D A9.0 I�B&C,D__ A,I�C D A,B•C ._IJE C__ __�I B- _ A _ A A �„0- C A A_ A A A A - I" AB,C,D AB,C,D _ AB.C•D A.IL A,B•C � _ A A A A BO,p - C -- A A A A A ou AB.C,D A LC D_ AB,CD __AsB,C 0.B,C__.-_.__ _ -. _A _ A A A _- - _ /6.0_ C A A A A A - - - - ____ NID.O AB,C,D AB.CA AB,C,D /CB.0 0.B.0 A A A A A _100.0_ C A _ A A A t& AB.C,D tiB,CA 0.B,C _AB,C AB A _ A A A A 1�A _leg_ A A A A - 22LO_ AB.C.D _AB C,D 0.B,C _/y�B.0 A _ A __A A _ A A 110A A A A A - 0 0.B.C,D .AB,C,O AB.0 A A A A A A --1150 ---_A A A _ A AB.C,D AB,C ABC A__ A _ A A A _A _f> A_ _ A_ A A A U8A _Ai&C•0_ _ AB,C _ _A B,,_,C_ A A A A A A A s-L-0 A__ A A - - - - - --- 13LO -_ _.AB,C__ AAC _ A A A A y A A A 130A A A A - 138A 9 CA__- &C _ AB.0 _ A A __ A A A A _= 1>4.0 A A A 140.0_ C_ C B A A A A _ A A = 140.0 A A A 140A _ 1&8 CA I AC__ ^AB A A A A A A - 1BDA 3 C.D_ AB,C_ - A A A A A _ A 146A _ A A A 1BDA A A � - --- __ --ABC --_A•B-.. ---A A A A A -_ A - _ 1l6.0 A A - low C A A A - - - i40A - ANCHORS TYPE LEGEND A 3/8-0 CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2- Min. EMBEDMENT*& 5" Min. THICK POURED CONCRETE (1'c = 3000 psi) B 3/8"exl 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8'e-16 MACHINE SCREWS C 1/4"ex3/4" All POINTS SOLID-SET ANCHORS W/ 7/8' Min. EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & y 1/4"e-20, 18-8 STAINLESS STEEL MACHINE ���V,��py��I llllr/r FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) J �G" SCREWS `J �.Q ...........' ✓��� o zozo rRTeco iNc oRAwN. er: ' \CENSF •,9 . Nautilus Y.P. D 5/16"e ❑W/BUILDEX TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT*TO POURED ? N0.4416 r—�� i �,, Rolling Shutter System os/s/mzo CONCRETE (Pc = 2899 psi) *., c / I L E C O INC' Nt. \ oAa EXPERT SHUTTER SERVICES INC. — TIWT TESTING ! ENWHEERINO COMPANY 4 =4'• STATE OF :� /�7.1J'Lc� Mn".�.'i..,miP"�:,gib":e"°"<` '+�,"IM voOB S.SW.LWHITMORE DR 20-064 E.FL U98A EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH OF F ORIOP,•��`�� •-aGo oemw rHo e:(Me))�.-lose rA.:(n:)n-R..o MINING ftWALi -0005719 ER A Rl1R J, P.E- p fLORIDA lic 'y4jsS16 I_* .E. SEAL/SIGNATURE/DATE -1��I6] - SNECT 2J Of 76 1111111111 SCHEDULE la FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.f.) & A MAX MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A S D SPACING(ft)° DESIGN PRESSURE RATING(P.S.F.) & A MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(ET) MAXIMUM MULLION SPAN(TT) MAX. MA AS.D. YAIONUI ©4"x6"xl/4"MULLION G1 4'I[8"x1/4"MULLION G2 Mx7'k114'THICK 3/8'FLANGE MULLION Ae.o' IAAX MIY DESIGN rAAlION ( I DESIGN I41LL10N ©4"x6"x1/4"MULLION Gt 4'x8'x114"MULLION G2 4"x7 xI/4'THICK PRESSVK RATING SPACING IIATING� SPACING FLANGE)MULLION (P-f•) ORIENTATION/1 t ORIENTATION 2( ) ORIENTATION /1 ORIENTATION I2( ) ORR;IfTA710H 1 (� ORIENTATION i2( ) (Jwf) (�' ORIENTATION/1 ORIQITA710N 2(Q) ORIENTATION kl ORIENTATION 2/ (Q) ORIENTATON/2(a)t END NTETBOR END INTERIOR Dm 941F]tIOR F2/D 9fTE1601t DID END xfIERIOR END INTERIOR ENO INTERIOR END INTERIOR ENO INTERgR END INTERIOR 31111,0 2C-0' -1 9'-8" 7'-3' 12'-0' __9-4- 10'-7' 6'-0_ 12'-6' _9-0 7'-6 12'-6' 30A 20-0" 7'-10' 9'-8 7'-3' 12'-0' 9'-4" 10'-7 g'-0' 12'-6' 7'-6" 12'-6' _-----.. --_.-. - __- _.,310 20'-0' 7'-4' 9'-3' 6'-9" 11'-S• 10'-0' 7'-7 12'-6• _ e'-11" ----- -g'-11' 12'-8• 360 20'-0' 7'-4' 9'-3' 6'-9' 1 V-5' 8'-8" 10'-0' 7'-7- 12'-6' 6•-11' 12i• 4" 1.-0' 6•-10• 8'-10' 6'-4" 10'-11' r-1' d-7' Y-3' lY-6' r-e• 6'-8' 12'-6' q0 20'-0' 8'-10' 8'-10" 6'-4' 10'-11' d-1' 9'-7' 7'-J" 12'-6• 6'-6' 12•-6•AA 20'-0• B'-6' 8'-6• 6'-8' 10' 6' 7_-0' r_Y 6=11,_ _12'�_ 7'-11• 6'-2• 12'-6• ,.4&0 20 0' -6'-a- 8'-6' 6'-6' 10'-e' Y-8' 9'-}' g'-11' 12'-6' 6'-2' 12'-r -000 20'-0• 6'-2' 6'-2" 6'-0' 9' 11' 7-1 6'_11' 0'-Y 12'-r 7'-4_-__ 5•-11' 12'-d_ =a TO'-Cr d-2' 8'-2• 6'--0• 10'-2• T-4- 8'-11' S'-J• 12'-6- 5'-11'_e60 20'-0- 5'-'t' T 11' S'-B' 9'-0'- 8-e• r-T r-Y 12'-4' e'-8' 5'-7' 12- d NA__ 20'-0' 5'-11' 7'-11" 5'-9'- 9'-10' 7'-0' 8'-7' 4'-IV 12'-4" S'-7- 12'-8•Ip.O 19'-5' S'-B• 7' 9' S-6' e'-e' r-{' -e'-8• 8'-Y 1T•-0• 6'-4' 5'-6• 12 8' dp ld-S' S'-9' 7'-9• S' -.- ___. --_ .-- .0-- 6 9'-g' 6'-10' 8'-6' $-6• 12'-0' S-e' 1Y-0' _7" 16'-4' _5'-9 7'-9' S-4• !!'-1'_ d-{_ 8'-4• 6'-2 11'-10' 6'-4' 5'-8 12'-6' e80 1r-4 ,_-5'-9 7'-9' 5'-4' 9'-7' 6'-10' 8-: 4•-e' 1V-10' S'-6 12'-r 700 1T_4". 5'-9' T-e' S-1' _e'-2' d-Y d-Y 6'-2" 11'-9' 6'-3• 5_6 12'-6' 700 tY-4' S'-9". Y-4" S'-4' 9'-6' 6'-10" 8•-4' 4=e' 11'-9' S'-6 12'-6'71i0 10'-6' S'-9 Y-Y S'-4' 8'-0'- 6•-Y a _ 6'-r_ 11'-T 6'-3' __ 5'--6 lY-e•_ ir-e• S'-B _Y_7•. Y-4' Y-5' e'-10' r-Y 1'-a' 11'-T S'-6 72•_5• e0.0- 15'-9' _S-9" T-7' 5'- 7'-10- r-a' _-_-- -__ _-_ -T`tD•_ _-6'-2 11'-B•_,,, _ 6'-3' _,5'-6 12'-4' Y 1d-9' w:r Y-Y S'-4•.. 9'-4" d-10' r-Y 4-e' W-6" 6'-6 eao_ 13'-0' S'-9" T-Y 5-4' T-9' d-Y_ Y-9 6'-2 11'-5' 6'-J' 5'-0 12'-3 _ 1d-0' S'-9' ' 7' S'-4' _ 9'-3 _e'-10• e'-Y 1'-e S'0t10 14•-Y 5-10' _7'-7 _ S S• 7--9" r-4• T-Y r-3 11-S' d-1' _ 5'-7 12'-3 M0 14'-Y e•-11W T-r 0'-S' 9'_3• e•-11• 8_b'_ --4_10' 11'-S'e\0. 1J-6'__S'-10' T- 5'-0' T-9' a� T-B' B'-4' tt'-S" 6'-5' S-e 12'-3 NA 13'-1' S'-f 0' - S'-e'_ _r-3• d-11• e•-Y 11'-S" S'-e 12'-3 _ __12-9 __4`-r Y-7' 5'-7' 7'-9' 6'-e' 7-9" 6'-4' 11-5' -_�'-M _-__ 5'-9 12'-3 _ 1r0 12'-C _S_11• T-r S'-Y r-Y Y-O' e'-Y _5d 11'-S' __1010 1T-2' d-0' T-Y 5'-7 T 9' _6-7" 7' 9 8-5__ n 5' d-Y __ 5'-9 _ 12'-J 1Y-Y 8'-0• T-r e•-r_ r_3• T_1•_ r-Y__ S'-Y_ 11'-S' _ S'-9 12'-3 1100 11'-Y' e'--0' Y—r_ S'-8' Y-Y_ S-!' Y-9' 6'-8 lt'-5' d-e' 5'-10' 12'-3 1tV 11'-7' r-o' T-r_ S-r 9'-Y 7'-2 6'-T S'-Y 11'-e' S'-10• 12'-0 11lp 11'-Y 6'-1• T-Y- 5'-9' Y-9• Sd' T-9' 0'-Y 11'-5' 6'-9' 5'-11' 12'-3 11Y 11'-1' 6'-1' T-Y S-Y _ 9=J'_ T-Y e'-Y S'-4•___ 11•-S' - S'-11' 12'-0 1200 td-!•.. - 6'-1' l•-e•_ _ S'-e• _7-r d-10' __7'-9' S'-Y. I1-5" e'-t0• 0'-O' 12'-3 1�0 t0'_e•- -e'_t' -Y-e'_ S'-9' _9'-3' Ya' d-Y S'-Y tt'�5' d-0' 1Y-3 t>d0 ld-2• .r-Y 7-r Y-TO' Y-0• 7-10' r-0• ttc_S'-- --- 7.-D. ---- r_7• 12.-J 2' g'-T' T-Y S'-1C r-3' Y-6• r-Y _s'.-9' 11'-g' --r_t. tY-3 1300 9'-10' d-3'_ _ 7'-T_ 5'-10' Y-9' T-0' Ti' 6'-9' 11'-5' _. 7'-0• 6'-1• 12'-3 _ ti0 9'-10' 6'_3•_ Y-Y d-10' 9'-J• T-4• d-Y r-1r 11'-S' r-Y 1Y-3_1300 r-e' r-4'_ T-T 5'-11' T-10• Y-Y 7-10'.. d-10' 11'-S' 7'-2- V-2' 12'-3 10eo 9'-5' !'-4• T-Y S'-11' 9'-3" Y-5' S'-Y_ S'-10' 11'-S' 6'-2' 1Y-0_1400 9'-1• 6'-4'__ T 7• 5 -_T-1C T-S T_t0'_ _d-11' 11'-6' _ 7,-3• 8•_3• 12'-}_. tlw -_p. 1 _ 0'-4� - Y-Y d-0' 9'-3- __Y-6' r-Y r-11' 11'-S' _r=Y_ 12'-3 141e0 6'-10' r-8• Y-6' a'-O' T-r Y-4' T-9- 0'-11, 11'-6' -.__Y-4 6'-J" 12'-3 14q r-,o• 6•=s- Y-g' d-o• 9'-r °-6• e•-2• r_-/1• 11'-5• 6'-3' 12'-3 fe60 8'-6' 6'-6' _ Y-T 8'-1' T-9' T-0' T-e' T-0• 11•-r __ r-s' r-4• 12•-3 11" 8_'-6' 6'-6' T-7' _6'-1" 9'-3 7'-7- d-Y T-O' 11•-5. -__6'-{• 12'-3 1t0A 6'-r d-!' - T-r 8'-2• Y-Y T-e' Y_-9'_ T-1' 11'-e• 7-6" d-S' lY-7 r-J" 8'-6 T-T d-2' .-_9 T-B' - r-Y T-1' 11'-5' 6'-6" lY-3 1600 e'-0• 6'-Y T-d 6'-2' 7'-9' -Y Ti' -• 11• - _-__..- 8-6' - 100_ _- - _— _-____. --. -Y Y-6'-- -_ - 9'- T-e' - T- 11'-5' 6'-6'- 1 '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 T I sa I INTERIOR -" - MULLION `ter.�`G"1� ••••.�l Af�G FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) s" t 's' .`�Q�•' EN$F c z0z0 nrcc0 INC. Na u tII uS an: MY. MULLION SPACING:"S" Np.44 S - RoflmgseRttorsll`t 06/8/2020 * 1 L E C O tMC. GATE � '• TIWT TESTING•ENGNEERInO coM.AHY EXPERT SHUTTER SERVICES INC. STATE OF rJb T.M.NU A wcnM Mm4 M1 L Sao S.W.—ITMORE DRIVE 4`4 �2p•Lv wTn� , .r.. casln,_tu, 20-064 ao moil:UR4Co0ool.com PORT ST.LUCIE•fl_34964 � •. rNGlu:(606)Ta-M34.rAx:(nl)n1-- MAwRm No G-0006]19 ' � WALiER A TILL" Jr.PF. qi�SS(O iA `51���P.E. SEAL/SIGNATURE/DATF FLOROA Llc./44167 SHEET N Or]6 SCHEDULE1b SCHEDULE 2b FLOOR TO CEILING,TRAPPED'MOUNTING MAX SPAN Iftl FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MWNTING MAX. SPAN I FT,FOR END AND INTERIOR MULLIONS FOR A GIVEN A S D A.S.D.DESIGN PRESSURE RATING(D 9 f 1 8 A 12'-0"MAX MULLION SPACING(ft)• DESIGN PRESSURE RATING rP$F &A 17-T MAX MULLION SPACING IFTI- MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAIL VAX OESI I ©kPillidlullill 4"x6"x114"MULLION Gt 1'x8"xt/4"MULLION G2 4'z7'x1l4'THICK(3,B'FLANGE)MULLION RE 14AMM ©4-x6'xl/4"MULLION G1 4"x8"xl/4"MULLION G2 4'x7'xl/4'THICK RA1N0 GE) (N1) (tt)• ORIEMAnCN/1 OREMATION 2 0)t ORIEMATION 1 ORIENTATION/2( ) ORIENTATION 1 (fit oR,ENTATION/2 ) (P+t.) (f<)• ORIENTA71011/1 ORlMATION 2( oa¢NTATIDN 1 ORIENTATION/2 OTOEM ON MULLION END INFERIOR DID NIE" END INTERIOR END INTERIOR END END INTERIOR END IMD60R END IM,1110R ENO INTERIOR END NIEAIDR DID INTERIOR AO 12'-0• IV-7- ll-a 9 13'-6' -1 --- 12'-6 10•-7' 12'-6•... 12'-a ,,_-_ 12'-6' 30.0_ 12-0 -_p-9 11-6 9-9 12-a 12'-6• 12 10'-7 12'-6 _ i t'-3 1276- . _ _ AO tY-0• lr-7• 10'-il' B 2' 1r B 12'-6• 11'-11" 10'-0• 12'-6' 1Y-6• 10'-1' 12'-6' 2t0 IY-0• 9'-2" 10'-11' 9-2' 1Y-6• 12'-6' 11'-11• 10•-0' 12'-6' 10'-4' lr-6' 40D it-0• 9'-/0' 10'-a' e'-9' 13'-r- 11'-9" 1/'-4' 9'-6• 12'-6' 11'-10' 9'-Y 12'-a'- 440 tY-0' e'-p• 10'-6' e'-r tY-0• I1'-9' 11'-4' r-r 12'-6' 9'-7" 1V-a- 460 12'-0• 9'-3. IT-1• r-. 12'-S' 10'-I,• 10'-I I' 9•-1' _ 12'-6• 1V-2• y_ _. _. .- _—.. -..._...- 0-. 12'-!' 4e0 tr-0- r-4- 1D'-1' e 4 12'-0' 10'-11• 1r-il• r-Y 12'-6' 9'-0' 1r-6- aC0 lr-0• V-9• 9'-e' a-t 12'-0' 1V-4' 10'-7' a'-9• 12'-r 10'-7' r-e" 12'-6' eea 1Y-0' e'-1' 9'-8' B'-1' ----- -- - - t2C_ -f9'-s' tr-7' r-9' ,r-s' e'-a' lY-e' I" Ir-0• r-4' 9'-6' Y-70• 1V-6• 9'-1D' 10'-3' a'-e• 12'-e' 1Y-0• Y-10" 9'-5' 7•-10• IV_r Y•-lr' it-J• r-6' 12•-6' r-1• 12'-6'- 00 lY4 e'-0' 9'-2' Y M il'-�• 9'-5• 9'-II'_ r-r 12-e'_ 9' 7'_.. T-9• 12'-6- ._alp_ 12'-W 7•-6' 9'-2' 7'-8' 11'-4-_ r-s r-/1' r-J-_ 12'-6- Y-0• a6.0 1Y-0•_ T-e- V-11•... 7-V „'-W 9--,• 9'-8' r-0• 12'-4• 9'-3' T-S' tt'--0' aao 12'-0'_ 7•-2•.... e'-tt• Y-Y_ �'_ 9'-1' r-r r-0• tY-e' - 7•-a' 13'-e• 70O 12 Y-4• a'-a' 6'-1,• 10'-9• 8'-9• 9'-5- 7-17 1r-6• B'-11• 7'-2' 12'-6' _ 7p0 12'-0' 6'-11' 6'-6• a'-Il• ir-9• r-9' 9•-S• T-FO• 1r-a' Y-r 7b.0 1Y-e• 7-1' e'-6' 6'-e' to'-6' 9'-5' 9'-3' Y-a" 72'-'6' e'-7" r-17' t2'-6• 76A 12'-0' V-8' - - ---"- --- ---- -- - --- --- —__--- --- --_ — .. - - _ 8 8•-a' 6-6' 10'-e' r-0• a'-J' Y-e• 12'-8' 8-11' 12'-a' _ 12 _ 6-11' 6•-1' 6'-5' 10' ]' 8'-2' 9'-0' T-e• tY-9• 8'-1' _ r-M 12'-6'_ a00 _12'-0' 6'-5' 8'-4' 1 8'-S• 1r_1•_ r-r B'-O•' T-e• IY-6' a'-a• 1Y-r fa0 1Y-0• 0•-0- e'-r B'-3" 9-9• 7•-11' 9'-10' T-r IT-e• r-1' r-e• lr-6• m 1V-O' 6•- —._. _ — - — _- .-__.. _ __ -._ 3 a-2' I 6'-3' ,0'-t• Y-,Y r-10• Y-Y /2'-rfY-p- 60,0 _ lr-0• s'-6- r-0• 6•-r 9. 2• 7•-6 8•-8- r-0• tY-0• 7'-10• _ __r-4 12'-a• a0.0 12'-0' 6'-1•... a•_O• t a'-I. 9,___ ..T-a• s'-!'-- Y-0• _u-s• a•-4• ,3•_a'aw lr o• a-4' T-10' S'-I1' a' B 7'-5 6'-6' r-10' 12'-1• 7-5' 9'-r 1r-a• _MO 12'-0• 5'-11T_ 7'-10 5'-11 9'--VILr Y-6• r-0• r_10' 12'-1 r-r 2'-r 100D 12'-O' e'-2' 7'-a' V-9' 6'-3• 7'-0• r-3' r-e- 11'-r ---_-_T-0• W::& 12'-a• tips 12'-0' V-9' 7--tl' 6-9' V-7' 7'-4' e y IV- -- 1R1lr,0 1 .-0. 9._0. ._10' a' _ r_e• .�. •-10' 72._0. -S,-. -Y-T.._ -* 9.i• _.i.-l.. -. - 9._• ... _ _ 3 it'-6' S•-,0' 12' ' SCHEDULE 1b (LIMITED LOAD.MU LION SPACING&SPAN INSTALLATION, SCHEDULE 2b' {LIMBED LOAD MULLION SPACING&SPAN INSTALLATION- FLOOR TO CEILING ITRAPPED)MOUNTED MAX SPAN AT FOR END&INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN,ft,FOR END&INTERIOR MULLIONS FORA GIVEN GIVEN A.S.D.DESIGN PRESSURE ID s f AND FOR 12'-0"'CASE 1'&8'-0",CASES l9&Ih MAX MULLION A.S.D.DESIGN PRESSURE RATING(F:6 f)AND FOR 17-W ICASE I)&&-0"CA$E II MAX SPACING�fl • MULLIONMULLION SPACING ft!' MAXIMUM MULLION SPAN (F o MAXIMUM MULLION SPAN (FT) IIA' I G <•Afi'11M'TH;K G1 !'wkv" zx1N'THICK G3,7xx1N'THICK' MAX G 4'x6•x1 'THICK Gt�4'x8'x1N'TICKA,aO, 2kTx1kTHIC( OEM MULLION MULLION - MULLION ' FtAN3ElMULLIDN ISOFwuI DEEll - MULLION - MULLION RANGE)MULLION PAT=CASES RRESSLM SPACJI9 71N 1,OIDRAtIW 7Fwmm 11 muff 1m 11 oorw0x 1 9 IWM 1,DaD==1 GlgS RATS (A6TACM A1x9 11 OROflxTlall 1 YNIAIEN PI F401MM 11 OIi,M1107�MWAI N III DININIM (P►f.) ('�• fit 0?t (=It (fit I (0)t "t Of — END (r. j (fit (0)t t Dt t)t (0)t li:llt (0)t ENO NhROR EH! INTERIOR INTERIOR END :NTERIOR MULLION ENO INTERIOR END Ir/TE6pR INIERpR END INTERIOR 1 _ - 12'-6' 12' a• 12'-6" tr a - tt-0' i _ __- -_1 -_ 12-6- 1_6 12'-6 12'-6' - I,'-0• lr-0' 12'-6' 13'-6" 11'-11' li-e IV-11' 12'-6' _ 4p0__lY-0' -..- - f2'-6' n-e- i1'-4' lr-a• - „•--o'._ 401 lY-o• - 12'-6' ,t'-e' n•-4' 12'-6' - n'-D. 6apo0 /rW 10-w +o'-I _tYe• i !Ot�i _ r-0 0'-4 0'-7 1e' � 4NI _u'••p' --- ' • • • —,-0 tr 10'4' 10•-7' 12•-6•o f!•0 Ir-w - 1t'-e' 9'-,0' ,D'-J' 12'-a' n'-0• I - - - VULLION !•0 12'-0' lt'-e" Y'-,G 10'-Y t2'-6• tt' m 1Y-0" 9'-5• r-11• 12'-6• - 11'-0' - 00 17-0' - /1'i' r-e• 9'-11' 12'-6' _-- 11'-0' 9'-4 - - _ tl - fAI tY - - -11 12•-6• eDA a =-- - 12-0' 12'-6• 1 12'-e" - _11_-0- - • a' - r R.-O. 9 - _, iA r-0• - 12-r- ,Y-6• fY-a• 1Y=!' _- _,1'-D' --S. $' no B'-0' - r-0• r-0- -0'-0' O-o' --- 9'-0- m 12' 6' 7T'i' tY-e' tY-6 - 1t'=0' _4" _ r-0' - r-0- r-0• r-0' r-r - 9'-D MULLION SPACING:"S" _fr— _ r-0• r-0• s o r a• - 9-0 Ggi 4aD- 1-0' -- -1Y_e�- -1Y-d' t2'i=_ �2'-6• - ,�'-0� 4" r-0' tY=a•_ tt'-r' tY-e' - tt'-0• • _ eY_ r-0' - r-o' r-0• 9`-a• p•-0•- - _ r-0•- ---- MAXIMUM MULLION SPACING SHALL BE SUCH oA\f 9• __ pp• r-a' 9'-0• 9'-0' _ _r-0- ,r-0' 1 — - _ Tt• THAT MAX. ALLOWABLE SLAT SPAN FOR THAT r-6' -a'-o' 9•-0• _p-0� • • a _ - ----- DESIGN LOAD SHALL NOT BE EXCEEDED. ..- _ 4'-0' --- r-o• - r-e r-o" 9•-0. - -- - - r-W i5 r-0• 9'-0' f'-0• r-0'_ r-0•__ - r=o• La Rr - r-d a'-0• r-0' -9'-C' r-0• W-W 9'-r p.. r-o•_ t MULLION ORIENTATION IS AS SEEN FROM THE 6e e'-0• 9'-0' a'-r a'-0• 9'-0' OUTSIDE(EXTERIOR)OF PRODUCT. D' - Ir r-o-0. r o•6'-0• 9'd a'-0• - Y•OT+a1 _ __!'-0• 9,_0• r-D• 9'-0• _- •-. 9: '--_ ae41 ma 3-0• _ - . Ir W-0' (uIII1�I�/III,, FLORIDA BUILU:NG CODE (Non High Velocity Hurricone Zone) 7i0 a' O - 9•-0• �'-0' a•-o• r> o' - r 0- ��\\\'` -p, I C�/ �A�i o 202o nLtEOO NC. - N t'1 9 r 9-0• r 9 - -6-D" - 9-0- .•�Q�••,.••' IMAtYN — -- E a Ii 1 uS N.P. e0.0 a-o• - 9 o• r a • e 3 9-o• - a-0' �,�C NSF ` BY 900._. 6-C' - p 0' a-3 • p 9-0' - f-0- r— / \ RoLlny 58u,br S1+� m/5/20" 9 1160 a o• 9 0' i 6 • --i s p�-0' - —__ _ •-o• - _ N0.44167 - � -� 1 L E C►O Iwc. DAZE 10D.0 a-O' - • - TIWT TESTING! ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. NOTE USE 9'-0'IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, *•• * * .us^:�• a wa•v.1ws'"jeii-'w Au4• eae S.W.wNIrIIORE omvF 20-064 WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 ON SKEET 1M %-o'• STATE OF PORT ST.LUCIE•FL 34984 dU"ING Ib '4c,: u-a7osn9 malt.(Am)7q-p]9.ru:(na)nF-ar9 F(ORIOp'. 4-IF E SEAL/$IGIMNRE/DATE "FLORRIID�LK.#i 61 r n/» SNFF*25 Or 26 '//r/l/Iry11111111111N\\\ SCHEDULE lc 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.) 8, A 7'-0"MAX MULLION DESIGN PRESSURE RATING(P.S.F.) & AND T-0"MAX MULLION SPACING SPACING(ft)- (FT)' MAXIMUM MULLION SPAN(Ft)MAX, MAXIMUM MULLION SPAN(Fr) MAX. A-SS.D. AS'I IEZ Mll ©4"x6"x1/4"MULLION Gt 4"x8'x1/4'MULLION G2 4'x71c114'THICK(3!8'FLANGE)MULLION OF31GN IAUTIMUY ©4'x6"xt/4'MULLION G1 4•XB'k1/4"MULLION n 4WN1/4'THICK RATING 9ACN0 RATING. SPACING FLANGE)MULLION (y.•'t.) (it)• ORIENTATION/t (o) ORIENTATION 2 ) ORFMATfON 1 ORIENTATION f2( ) ORENTATION 1 ORIENTATION/2{ ) fit') (R) ORIEN AnON/i ORIENTATION 2( ) ORENTATION 1 " ORFMATK)N/2( O1tlFMATKKi(2(Q)END 9REla0tt ENO NIEPoOR END INIIIeoR ENO INTERIOR END END 9NiERIOR END INTERIOR END 94MRIOR END INTERIOR FNO INTERIOR END INTERIOR 30.0 7'-0- 12'-a 12-6' 12-6 12'-6' 6 12'-8' 12'-6' tr-r 12--6 17 1T_8 _ _, 12'-6. 7Y=6• f2'-8• _1T-6 /T-6'.- _12•-6' _t2-e' 12-a 12'-6' 12-6 _ ._..... __ _..__. _ -_ -+�0.. JS.O T-0' 12'-8' 12-e" 12-6' IY-6' 6' 1T'-6• _1T•-e' 12_-6-8 12'-a• 1Y-6' 12'-6' 380 _ Y-0' 72'-6• _ t2'-a• t '-6' 1T'-6'_ 12'-6" 12'-a' 12'-6• 12'-6' 1Y-Y 1Y-!• 40.0 7'-0' 12'-fi' 12'-s' 12-8'_ 1T'-e• 2-B 12•-r Ir-e'_ 12'-6' tri' _ lr-r lY-a• 40.0 7-0' 12'-6' 12'-6• 1Y-a• /2'-6' 12•-e• 12•-0• 12'-6• 12'-4• 1Y-e' 12•-r _48.0 Y-0' 12'-6' 12'-0' 12-fi' 1Y-6" -8•- 12'-6• 12'-r /2'-8' lr-6 12'-G' 12'-r 9.0 Y-0•- 12'-8 12'-0•_ 12'-r_ 12'-8'.- tY 6' 12'-r lr-6• 12'-6• 1Y-6' _. - _- - _- __ - e0 7'-0' 12'-6' 11 Y 12'-6' 1Y-a' 12'-6' ,T'-6• 12•-a• 12'-6'_ _12•-a' - .... tY-0' 12'-6•_ So.O _7'-0• 12'-8'_- 11-Y -a' fY-6• 12'-e•- 12•-6" 12'-a• 12'-6' 1Y-6• 1T•-6' _06,Q 7'-0" 12'-6' 11'-J' 1Y-e•_ 1Y-e' -r 11'-S• 12'-6• 12•-6' lY-6' -.. lr-r 22•-6' _ — --- —___ 88.0 T-0'- t2'-6' 11'-Y 12•-6' 12'-a• 12_-8' _ tr-!' ,2'-e' 12'-a• tY-e' t2'-6' _9DA- T-o' 1Y-¢' 1r-11• 12•-6' `t2'-r-r ('-C 11'-f t' tr-6• tx'-e' _..- 1Y-Y __ 1Y-a' Ir ao-o T-o•_ .)?�-6'_ 10'-71' 1r-e' t2'-r t - tt'-11' t2'-6• iT'-a• tYi' 12'-6' 9e9_ 7`=0 ,6-e• " ,r-,•_ ,r-e -6 ,1,-Y 1r-V 12•-e• 1r-e• ,r-e• lr-r 85.0 r-o•__ 12'-r ,r e' ,r-, ,r r ,z-a „-r ,r e• tz•-e• ,z e' ,Y-e• aoo r-0• fr-r lr-3 tt r lr-s° <=r „-r ,r-e ,r e', tr-e• 1r-r 1r-e• ,o.o r-0'_ -,2•=e- ,0•-3' ,1-b• u' a ,r b ,t-r ,z-a- 1r-r 1Y_-r 1r-r 7S0 r=o• ,r-,•-- ,r-r ,0•-„• 1r-e• -r „•-0' ,r-„• ,r-r ,r-6• ,r-e' ,r-r _75.0 -7--0' 12'-r__ 10•-- ,a-11• 1 •-a -�r-6- 1r.a- lr-lr 12•-e' 1Y-r Ir-r 99e- r=o• ,r-e• 9'-11' 1r-e _ I2'-4• _ „' e• 1r-1o• n•-Y 12•-b• -12•-e• Ir-11• u'-a• 60.0 7 0' __]�-0' 9'-1Y 10'-6•_. 1Y-4' 12'.-8• 10'-10' ,I•-8• tY-6' H'-11• 12'-r 00 r-0' 11'-0• 9'-9' tr-2• 1Y-1' i2'-6� - 10'-7• 1V_w IV-a' ---tY-9•-- it'-4• t2'-a• �.o -Q' 1'-0• 9-9_-- 10-Y 1Y-1'_ -s' ltl-Y 11'-0• lY-6• ,'-i' 12'-e' 90A Y-0' it-Y r-Y 9'-/0' 11'-10' IY�s• 1r-3' - 1B-e` 1Y-r 12'-Y tr-1r 12'-4I' Sao -o' 10'-Y 9Y r-,0' 1f•-10' -5' 10' to• ,r-s• ,r-,0• 72'-9' MO Y-0' 1r-Y r-S• '-•' I1'-T ii'-11' _Ir-Y 10'-4' 12'-9' _it'-r 1r-0• f2'i•_ Os.o 7'-0' -f0'-Y 0' - r 11'-Y -11• Ir-Y tr-4' 12'-0• lr-5• IY-a• t00.0_ _ Y-0' 0'-10• 9'-3' r-0'__ 11'-b' 11'-r- 10'-0• lr-1' 12'-6' -i1'-0' tr-1' 1r-e' loo.o 7'-0• r-10• 9=3• r-' 11'-6' -6_' 10'-O' lr-1•_ 12'-a'_ fr-1• 12'-6' t990 Y-o' 9'-r r-,- r-,- f1•�• 11'-2' 9'-10' r-1r 12' e' 11'-1' _ r-a' tri• 105.0 7'-0' _0 e• 91-1' 9'-1' IV - _ r-1r r-10' 12'-6 r e' 12'-6' 110.0 r-r 0'-!' r-I1' r-lr it'-1' tr-10' r-9•_ _ 0'-T tr-r 10•-r r-e' 12'-s' 1t0.0 7-0• 9'-J• r-/1• r-tr 11'-1' - -70' 9'-9' 9'-Y 12'-6' 0•-3' 12'-0' 1160 Y-O' 0'—G_0•_-_ r-10' r-7• ,r-11' 10•-Y 9'-Y 0'-b' 12•-r_ 1 -r _ 9'-1• 1r-6' tts.o -'" - _T_O' 9'-0' r-,r r-Y tr-it• -T - 9'-7' r-S' t2'-6•_ ___ 190.0 - Y-0• 6'-9• 9'-e' r-3' Ir-r 10'-J'_ ._9•-3• 9•-!' 1Y-e' tr-Y r-1tY /2'-6• _120.0 T-0' r-r r-r 6'-S' lr-0' ,0'-J' •'-6' 9'-3• 12'-s• 9'-t0' _12'-6' 123A r-0' r-e• s•-r r-Y 1r-Y 10•-0' 9•-4' 9'-1' 12•-9' r-11' r-Y lY-e• -_125A T-0' __-9'-6 r-T_ 6•-Y 10'-Y Ir-r r-4• r-l' 12'-0' B'-7" 1r-W 110.D Y-0• r-4' r-a' r-o• 10•-r r-9' 9'-Y r-11' t2'-6' 9•-r r-a• 12'-0' ANAI-- 7'-0• 8'-4• 9'-3' a'-0' 9'-9' r-Y e'-11' 12--a'_ -g-5" i2'-6' 135.0 Y-0' r-2' r-4' Y-9' 1r-4' 9'-Y 9'-1' 8'-9• 12•-r r-r r-2' 12'-e' 7'-0• r-2' r-4• Y-9' 10•-4' 9•-T 9'-1' r-9' 12'-6' e'-2' fr-6• Lu r-0• r-J' Y-Y 1r-1• r-4' !'-0' r-T ,2'-r ..--9'-4' r-0' tr-s• T-o• 8'-0' r=S' Y-Y 10•-!'- r-4• r-0• r-Y tY-r B'-D' tY-r r-t0' r-Y -S' r-9' r-2' r-,o' e'-9• 1Y-e• 9'-T" T-1' ,r-e' T-0' Y-1r 8'-2'_ Y_b' f0'-,• 0'-2' r-tr a'-a• IY-� _.7 tO' 12•_6• r-r r-1' 7•-2' _ '_r p•_ r-9' 8'-4 1r-r 8•-11.' Y-8'_ 12'-6• _ J'-0' T-0' 6•-,• 7'-4'_ f0'-0• r-0' rr r-4• 12'-6' T-e" IT'-a'r-r r-0• T-Y 9'-Y e'-to• e'-e•` e•-s' 1Y-b• r-9' Y-6' 12'-r T-0• Y-e' 9'-0' Y-2' 9'-tr 8'-10' r-e' 8'-J' t2•_S• Y-fi' t2'-r7•-4' Y-il' -0' 6'-10• 6' r-1• r-' T-S' -- 1 '-6• Y T-t' '-0' 8'-8' -T -1• r-s•_. —' 6• MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. Y MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT END MULLION J__ I _INTERIOR --- - _= MULLION L ``, 111t FLORIDA BUILDING CODE (lion R{qh Velocity Hurricane Zone) 11• !/ 5" { "5- 1�`W1PN; .. Jim 0202071LTEDD W_ Dow In: �:''��CENSF' ,9� Nautilus M.P. MULLION SPACING 'S" .-s Rolling Shutter System 06/5/2020 No.44167 `"'" 1L ECOINC. EXPERT SHUTTER SERVICES INC. tiWT TESTING h ENGINEERING COYPANT l{ t>ssM�.N(wiln�isio w.v..Taex n v�N 668 S.W. WNITNORE Drove 20-064 Z on-.v o'• STATE OF Q� .- as GI«wew."om rNax.ceOORo)7i-eLnelE'r IL, n1 ,9Bs -ei6o ORAWK x. U-0006719 c �%O FCOR10r v �eILTER A PU A PC. e./44 �.�. Ly�4C'• �e.E. SEAL/SIGNATURE/DATE FLORID&U16i m 0-Iu sNE1T 26 or ie /1NtN111111111N5A5 JORDAN RESIDENCE 262 BIMINI DR. FT. PIERCE, FL 34949 OPENING WIDTH HEIGHT # 1 47.5" 100" #2 48" 98" .File, cop