Loading...
HomeMy WebLinkAboutProduct Approval, roll up a . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d' bProduct Approval USER:Public User pr i Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED ":= FL# FL12246-R4 ` R Application Type Revision NOV 2 1' 7020 Code Version 2017 Application Status Approved permitting we Department Stt..Lucie County Comments Archived � � � � p Product Manufacturer Expert Shutter Services,Inc. v Address/Phone/Email 1626 SW Biltmore ST Port Lucie,FL 34984 REVIEWED FOR (772)871-1915 Ext106 callexpert@aol.com CODE COMPLIANCE NNE Authorized Signature Michael Heissenberg 1,,,�9�1� �®/����� callexpert@aol.com ST. Technical Representative Michael Heissenberg S®CC `��`" Address/Phone/Email 1626 SW Biltmore St 3v � Port St Lucie,FL'34984 t(772)871-1915 Ext106 ` CallExpert@aol.com Quality Assurance Representative Michael Heissenberg File Copy 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 '7 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 21 Validation Checklist-Hardcopy Received I Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option D Date Submitted 09/2 7120 1 7 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:No FI 12246 R4 11 EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic.protection only).Pressure rating: +30,-30 p.s.f,at FL17246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at W-O"span with 1/2"slip. 244 PRODUCT EVALUATION REPORT-PDF See sheets 15,16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes Bath Heal Contact Us::76n1 Bran Sion..Pried.Tal4lha554e Ft 37399 phone:850-07-;R74 - The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Fior:da.::privacy Statement:,.AccMirg-w Stah?mP.nt;:Refund Statement under Florida law,email addresses are pubbi:records,If You do not want ycwr a-mail addfes5 released in response to a pubtic-records rcgaist,do not send ele-rtronic mail to this entity,instead-contact the offs,try phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Semen 455.275(i 1. Florida Statutes,CltattivC October 1.2012,h mnsees licensed under Chapter 455,F.S.must provide the onparmenr with an email dddtess if they naye onr,Tlic email$. provided may be used for official communication mth the ficensft-.However email addresses'are pubs record,it you da not wish to supph(a personal add--less,please provide the Department with an email address which can be made available to the.pupae.To determine If you ore a harm ee under Chapter 455,F,S.,please ditk ,art. Product Approval Accepts: Credit Card Safe GENERAL NOTES' B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT((P.ED. HAS BEEN 9,ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE -3/8'0z1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTAIIm AT HIGH VELOCITY HURRICANE ZONES(MWAI-DARE /BROWIARD COUNTIES). -1/4'Ox3/4'SOLID-SET MANUFACTURED BY ALL POINT, INC. -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILT, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC VMD SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBTHE. MINIMUM E DISTANCE AND FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEEP. EDGE AND EMBE ND D S ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED T MAXUAUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EDGE DISTANCE EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE® 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8'Oxt 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4"(3000 psij NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/ 3/4'SOUD-SET 3" 3' 7/8'(3000 NOT ALLOWED A 339 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WE USED IN THEIR ANALYSIS. FASTENERS 3/83/8-0 KWIK BOLT TZ 9" 4' 2 1/2'(3000 psi)t} NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. 5/16.0 TAPCON XL 3 3/4" 3 1/8' 2 1/4"(2899 psi NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEMS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH.SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10. RE ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS,QUALIFYING 10A, 71, 11A, t3a RE 72A, t3 INSTALLATIONS FO WIND ZONES 1,2,3&4,MISSILE TYPE D AND ONLY APPLICABLE TO 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 8.3 OF AMA E 1996 SEE SHEETS 19 &20 -HUS B LT TZ!ANCHOR MANUFACTUREDANCHOR FA HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. S.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TS 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 SCREVIS (EXCEPT END RETENTION SCREW©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ks! EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT®GROUT 50016.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY TTW BUILDER&SHALL COMPLY W FLORIDA BUILDING GROUT FILLED OR / ANCHOR SPACING ® t00R EDGE DISTANCE 01007G CONCRETE CONCRETE BLOCK CODE SECTION 24t T.3.3.4. 3/4"0 KWIK BOLT TZ 27' 9" 4 3/4"(3000 psi) NOT ALLOWED 5, BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 k.1 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 ALLOVIFO 3/8'0 HUS-H SCREW 4' 5' 2" (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS ®6,095.225 AND If7,409.980. 3/8.0 WEDGE-BOLT 4 1/2" 4 1/2- 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOP.D SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 AIS-H SM OR TMM BaY 6' 6' 3'(3000 PSI) NOT ALLOWED 5/8"0 HUS-H SM OR WMCE VOLT 7 1/2' 7 1/2' 2 1/2"(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE MIN.3000 p.s.i.COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY TIN BUILDER, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/B'0 KVIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI,INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE,WHERE PRODUCT IS TO BE ATTACHED TO At) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5/16"0 TAPCON XL ANCHORS&2 1/2'FOR 3/8'0 KWIK BOLT 3 ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PR DEB NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. A.2) MINIMUM EDGE DISTANCE(ED.) INTO POURED CONCRETE SHALL BE: 14,LIFTING MECHANISM NOT PART OF THIS APPROVAL 4'FOR 5116'0 TAPCON XL ANCHORS & 5'FOR 3/8'0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINIS 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 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.ED. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH.PANELS. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL-ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16-0 TAPCON XI.ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BENT 2 1 4". RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED EMBEDMENT. RECORD DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2)MINIMUM EDGE DISTANCE(E.D.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e) RECORD THAT!R BEAD RE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16.PRODUCT MN1UF TAR138;$,j ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IWACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILLI14Q' 0! GE L SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (0=0.46) OR tit, V114S. „ SdALL ONLY 8E USED 7O SOUTHERN PINE ff2 W/G m 0.55 PAIN. ttt , ' JN THE STATE OF FLORIDA \ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. � • r ` 6 c 2017 nL1Eco Inc cwa4N er. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL. � N&41"7 ` Nautilus � THREADED PENETRATION. " Robing Sbnttor System CS/24/t7 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. +� �� 'L E C O IKc. �",r C.2 MINIMUM EDGE DISTANCE ED. OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1 4".EDGE DISTANCE IS _9-'�LJI 4tr \\ nllrr rEsnllc h CNOWECRINC COMPANY EXPERT SHUTTER SERVICES INC. ( ) / Opt•' / �j mil' \\ AIL K a�•x+ ^• t u 1626 S.W.BILIMCRE STREEY BEYOND ANY FINISH MATERIAL •.,N f1nv�,F veu.:Oce)ett_Iyy,,ra;Pos)by,_,�, :1;7�;�1244 C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON t 11V FL 34984 ®��9PR�Sr-�F„>t cm1THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND !- WALTER A TILUT Jr.P.ESUCH PANELS. P.E. S`WBFNftrM /DATE FLOMDA Uc.4 44157 #9 #10 #5 #6 #7 #8 a9r -� {�' e3,e r .16a• use #2 #3 .17W #4 6m- s{s eeY DETJI #1 �995' 1' ETA ";�i� >' 2 41ll1t11U1 S,s' ' masTAramSmv SEER .w,•- II DEracA f I w?� 8 .m TRi1SiHEMTCO SIXIAEE THREAD4101{f ac�w 012(Snfi)HEXWPDABDTEADNORs-.�'— i R7�{r miss- B,sse- l e e,. •mssT• �RLew' �Ra�9e• 6• RaAa6' Rze96• I g'+ OPTION#1 DAONOLRmc) —SCREW OPTION OPTION#2AWWASHM g 22 T.0 a10RSTAMESSSrEEL SCREW R '�" DETAIL C c-' yQ 9 COATED WITHACSS_VER CHROMEDFREE ANTICORROSION RO)o• , BYSUNBELTCOATMLLC .6es• = >'�' {> Fy=191.4 IEIlYffLD5n1ENO�HI. A2]• .ew L,629' I DELB •.'�./ A .{9{'d F51=19BP Ia198L4ESIR.SDV SLATS am T. 7sr T6r= m'r, �'1 STARTER SLAT T6ALNmNUALALLOY 6C6}T.ALU69rn.ALLOY SCALE.Irr-r ©BASE SLAT Pp313kdt(&) DETAIL B -- scALE iw r 6063•i6ALUM yr ALLOY SCALE VI=1' ACETALBUSHING"' -12 1.250- c.ISe 02, rus•,.Tl�' '�- emw { (5EVWOP7TONSeIANDe2) DENSITY. at"? � 6 6sG• IA b .,se- yy.,aS $ =.un• p .12s� •;*DUSHutlG saECs: .125' R .259' TEN951M U.U337T1d yj .) § © TENSMESTRESSAT YEUk LI35 Ls, BUILD-OUT TU FLEXURAL BE .125• ^1.1W' ) 2.A26• I 6C63.78 ALLTUNUd ALLOY MONOTCH DLUPACi:Bsklhi' J-� � p svLLB sa•=r ©RETAINING SYSTEM:SCREW;BUSHING OE BUILD-0UTTUBE E1 BUILD-0UTTUBE QD SIDE RAIL 606376 ALUMINUM ALLOY 60611`6 ALU69NUM ALLOY .,25• M 6063:MALLOAM ALLOY SCALEtrr-1' SCALE tir•1' .) SCALE Irr=I• *MUST BE RENEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A L MLIUM Bwo• { O.Oso'CLEARANCE BETWEEN SCREW HEAD AND ' , —Z�-- CAVRY WALL AT NON HURRICANE POSITIONS. _2 .J E3 BUILD-0UTT i 606} W T6 A60NUM ALLOY ��- scAtE.lrr=r ,�• OH 114'044'RWIBUILDEXTEKSCREW ,25- CARBON STEE! SCALE 1?=1' .2W. 6 39G' R b OI 5/16'0 ITWIBUILDEX TAPCON XL ANCHOR CARBON STEEL SfA'lE1rr-r I � � i 4.060• � OK STORM BAR ,... .._ .. ............ JO 3WO HILTL INC.KWIK BOLT a ANCHOR 6WI.T6ALUTANUMALLOY © 40 MULLION,o `n CARBON STEEL �1Q'1- OF TRAPPED ANGLE © 4x6MULLION Gl 4x8MULLION �B y am• 71�T' SCALEyr-r 6061•TGALUMIFM.t ALLOY 6051.76AL CALE:Sff UWNUM ALLOY S �4e 6W"S ALUMINUM ALLOY G,.•,c- ,,1. STALE:ya.,1. I ••.•`!i�L FLORIDA BUILDING CODE(Non FIigh Velocity Hurricane Zane) SCALE.1r .r 02017 TLTEC0 INC. CIU7M ITY: W.44167 Nautilus L< Rollin ShuUer * IL E C O INC. s '�`°n' `�ATE" �•• ¢ f ``N TILLLT TESTING R ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. alte 1 0••,. ens sas,vxa w�[xs,rL 626 S.W.BRTMORE STREET 1 -244 COMPONENTS _��,p. o a ma , .. PORT ST,LUCIE,FL 34984 ENV •`(��tlt, EBL0006719 ecm PH01✓E(Im)){9-905G.FAc(Tn)6),-0990 DRAWING Na WALTER A 71L1R Jr.P.E. P.GDATE FLORMA I=1 44167 rMn SHEET 2 OF26 i • 14 14 I I • 14 - I 13 A* 21 • O ' 4 12 O - • 1B u 1 SIDEIEND CAP I j t8 2 HOUSING(BACK&TOP).040 THICK t9 0 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET ® ` 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE / 4 .� 7 SIDE RAIL(MAIN SECTION) •.r 8 SIDE RAIL(COVER SECTION) �. 4 117 9 ALUMINUM STARTER SLAT ® 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 0 a �® 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END CASS.SEMBLY COMPONENTS .� Q a••GE1dSF•••, FLORIDA BUILDING CODE(Non ffigh Velocity Hurricane Zone) ,y Pio.44167 02017 TILTECO INC. N *r1• DRAWN BY: 11 a yC * Nautilus Lc- : RoHIngSLuHerSy5fam 08/24/17 d 9� .s,�p`r TIWT TESTING n ENGINEERING CO4PAt1Y EXPERT SHUTTER SERVICES INC. BATE Z 6 1626 S.W.BarueRE SIRE EtrR /-Oslo 17-244 4984'•'� ((�� mEC001Cm DRAWING o(( V PRE STEFL7 ma. T9-0.1.'".")BU0G6719 ALTER A. 1 eLLB 4,47 /+ SNEEf 3 Of 76 P.E.'SCfdI/9II RE/DATE FLORIDA L BOX — - DY/6 & Y/7 BOX V/9 {� �Tw.j R ©V/9 K (0TYP Y/6 & Y/7 END CAP END CAP END CAP 1 END CAP I1 SLATS SLATS 92 g2 SLATS SLATS SLATS SLATS SLATS SLATS SLATS SLATS 8 SWTS 8 l8 SLATS 8 3 01/8 0'/8 W 0/8 0'/8 cm 7 S @ SLATS Swrs 4 ye �i B SLATS D sca8rs D (Typ. Ea. END) (Typ. Ea. END) @9 9s SLATS SLATS AU A #10 (Typ.) I @t0 (Typ.) �SYL�Ais scarsSTORM BAR SPAC!N /6 & Y/7 (SEE SHEET 22 V/9 ;DY/6 & Y/7 1J.LE SUT SPAN (SEE SCHEDULES ON SHEETS IS&20)� Mcr.SLAT SPAN i'TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS (SEE SCHEDULES all SHEET 1S) *, ** ' NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION WZ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 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/#1 SLATS AT TOP,FOLLOWED BY 82, #3. .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT®SHALL CONSIST OF MIN.FPJE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER.HEIGHT IS COMPLETED.OUANTrY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WNH SHUTTER'S HEIGHT. 1 `, a.... (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. 41441p"••,••Cu ** Q 0:SHUTTER HEIGHT LARGER THAN 11'-O"APPLICABLE TO INSTALLATIONS W/O STORM �,•'f•v c• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) BARS AND W/OR W/0 MULLIONS W/HEIGHTS LARGER THAN 11'-O". •4411 19V C 2017 LTECA INC. j�T�� � j���� CR&W OP. CURTAIN SHALL START W/91 SLATS AT TOP,FOLLOWED BY#2. #3. .....THEREAFTER,ALL *: * 1* Nautilus THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT RoRtay ShuHerswam CS/24/17 NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE -o • e<, . tL EC O�aC. a1E CONTINUED UNTIL B10 SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDITIONAL#10 'P �t' �tA��` TILL1T TESTING&ENGINEERING COYPAHy EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �OjP •.•� •• 1\ ers r<v.xu.a c 5m.'.r•r urava.n nrce 1526 S.W.BILTMORE STREET 17-244 - •P 11 rty.:(s557mr-rvo.1m:(]C5)B)t-tilt PORT ST.LUCIE.FL 34904 (b)BOTTOM SLAT OO MUST DE ALWAYS INSTALLED. +_ rONA1-�t;11'' ­I E-D"Itoa""9 cam (�)�a9-90.56,GIX: Tz)97t-c95a D"ww Ib WALnA A TMUFT Jr.P.E. P.E. SEAL/'SYf ATURE/DATE FLORIDA U.A 44167 n � S— 4 �2s 'CURED —5/16"0 TAPCONS XL W/2 1/4'Min. i'xl'x1/8"OR 2'x2'x1/8" 5/16-0 TAPCONS XL W/ CONCRETE EMBEDMENT& 1"O.Dx0.060"GALV. ALUMINUM TUBE 1/4"ox3/4"ITV!BUILDEX TEX SOEVIS 2 1/4"W. EMBEDMENT REq•p STEEL WASHER 0 24-o.c. VI/ 1"O.D.x0.060"GALVANIZED STEEL & 1'O.D.x0.060'GALV. ,'% / / % /// 5/16"O TAPCONS%L V! % MASHER 6 24'O.C. STEEL WASHER®24'o.c. 2 1/4'Min. EMBEDMENT •• ° 0 24"o- POURED CONC ETE' Y / ORUGOUT FILLEDOR GROUT Fl D I / CONCRETE BLOCK CONCRETE OCK WALL REQUIRED. WALL REQU.ED., I 1 I e , EDGE OF EDGE 0F/ I (� OPENI, , M M OPENING M I i li EXISTING ° O I EXISTING EXIST] CLASS�'�I GLASS---: GLASS (BEYOND) (BEYOND) (BEY 0) SEE ANCHO SEE ANCHOR SCHEDULES ON � s SCHEDUCES ON SHEETS 1 17 av N SCHEDULES ON �41EETS 16. 17 W y & 18 o SHEETS 16. 17 d o A y� & 18 A m0 J A Min. SEP TIOIJ Min. SEPARATION I' / rn Min.SEPARATION j TOG TO GLASS TO GLASS (SEE SCH ULES. I rAIMOR (SEE SCHEDULES. DC7'ER(OR W (SEE SCHEDULES. / ++ EXtFRIOR N ON SHEET 15) ON SHEET 15) ° � ON SHEET1S) ;j i LO El 0R Egso/s o/s /s o/s ;I o/s POURED CONCRETE POURED CONCRE ORGROFILLED POURED CONCRETEOR CROUi FILLEDCONCR BLOCKOR GOUT FILLED CONCRETE BLOCKMALL RE UIRED / WALL REQUIRED.CONCRETE BLOCKWALL REQUIRED.EDGE OF EDGE OF iOPENING D ( OPENING2 /16- Ep 2 1/16- / MIN. ED —F L-1 1/2-xi 1/2"xO.062" ONT.ALUM. // l / /� //�// MIN. E.D 1� Z"x4"x0.062"xCONT. EO ANGLE 1Y/5/16'0 T CONS XL W/ / 11 ALUM.ANGLE 5/16'o TAPCONS W/ 2 1/4"T.6n EMBE LENT 0 24'o.c. POURED CONCRETE 5/16.0 TAPCONS XL 2 1/4"Min'EMBEDM (f'-3 ksi Min.)REO'D. 2 1/4"Min. EMBEDMENT 6 24'o.c. ®2<'o.c. WAL FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS•,4"". .7!uir . ✓ FLORIDA BUILDING CODE (Non ffigh Velocity Hurrimne Zcne) -' 02017 MLTECO INC. ORAAN INSTALLATION DETAILS ON EXISTING POURED r� No.44167 RoRfn'S6utterS tem 08/24/17 CONCRETE OR GROUT FILLED CELL CONCRETE DA1E BLOCK BUILDINGS A F n111r TEsnHc h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 9 l \\\ ;(�e2i--lud.r�A iaRii efee 1626 S.W.ELTMORE STREET 1 7-244 O/P•"'•• O \ PORT ST.LUCIE.FL 34984 ,\ c-maY tat—ftcl.ccm ORIWIHO ITD SCALE: 3/16- - 1" ? 6\ 11 EB-0006719 FHaic(eoo)u9-vase.TAx:(n21 6l1-cs2o WALTER A TLLL T Jr.P.E. ! 771166}}/DATE FLORIDA Tie.g 44167 /u/� SHEET 6 Of 2G i II/e' - _ EXISTING WOOD-----7 - - E70SnNG WOOD - 3/l6b TAPCON'S XL W/ 5/16-0 TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR RFFTEq Jr 1/2'L6n.PENETRATION 2 t/2'11'n.PENETRATON t/4'o+3/4'ITW BUILDEY, t":1'.1 6'OR 7/4'0.3/4'RtY EIPJ.DIX / g 1'O.D..C.OEO'GALV. 8:1'Q0..0.060'GALV. 1'.1".1/8-OR / IXSDNG WWD E]OSDNG WOOD / TEK SCflEYS W/ TEK SCREWS W/ 2'a2'.1 B' ALUMI 1/e' O.DSTEEL WASHER O 24'o.e. STEEL WASHER O 24'o.e ALL'ML4UM 7UET_ 1'ELO. ASHER 0 24'ox.ZED ALUNAIUFA TUBE 1'EEL'WASHER 0 24'IZEO tR1155E5 OR RAFTER. TRUSSES OR RAFTER STEEL WASHER O 24'o.. STE0.WASHF3T O 2i'ec 5/16'0 TAPCONS XL 0 5/16'C TFPCONS%L � W/2 I/2'MiL W/2 1/2-M L �r 5' PENETRATION ( PENETRATION 02e 0 024'a I C (2)2-.4-OR (2)27a4'OR 2W CO.YT. I 2.6'COf17. (2)27a4'OF (2)2'14-OR WCOO HEADER I WOOD HEADER 216'COFIT. 2'a6'COM. REQUIRED REQUIRED I WOOD HEADER f• WOOD HEADER REQUIRED REQUIRED j It 1 i= EDGE OF j k \! M n EDGE \ ! M AGE 1` M vii EDGE OPQ7ING : 2 OPEN1140 `1 - o p o Y OPENING I OPENING 1 M o 1 i D o EXISTING �E)=KC r 'y GLASS , �'C• 4 ExIHaoR S u5�_7SP.G I ExIBaaR o EXIQEOR o (6EYO'ro) 1 (BEYOND) '} .' (BEYCND). f 1 crNi f 1 I A y o I I A 3 A �°. (2)2-.e OR ! '. - �o m 2 2'd'OR I SEPARATION (2 2k4'OR I SEPARATION v (2)2 xe. sEPAwT:ox '"' EXiFRfIXt x () 4� ) TU CJbS 2'.6'COXf.. 2ks'COM. i CONS.WOO D th'tv . N YJOQD STUD TOGLASSu '� STUDTO GEl55STUD o 16' SF T?D o 3 \ 1 - `J (sue sQ+muE a+ w 3 0 1s'G.C. w ` l w 3 0 Tfi'O.C. t O.C.VAX. MAX REQUIRED ` SFIFi p) MAX REQUIREDRECU DkEf m) (SEESMES I• 77 _CE ANCHORS MILE SEPARATION GLASS t RLI (`- SHEET 20) t+ 1 -'$ �•' (SEE SHEEP 20) } 0 20) j i GIN SHEEP 21 o ` (SIX S G+ v 5- •; i l Ta v �1 v sef o, m 0/8 1 0/8 L M 1 ? 1 WALL FINISH 0/8 0/8 9 (2)2-.4'OR -SEE ANCHORS II SEE ANCHORS f (2)2'.6' 1 \ SCHEDULE EDGE OF I II ONNSEET 21 [ CCUT.WOOD ( •1 ON SHEET 21 I I p-.'E7EL+Lp ti I S UD O 16' r ' I OPENLv3� B ` REOU�. Il 'I. 7 " B 1 1 SEE ANCHORS 1 1/2'0 1/2".0.062- (SEE STET 1 ; 1\I E.Q. '. 2'.4'sDA62'zCONT. I) &ION j E. I .COMA.ALUM.ANGLE 20) L E. aUu.ANGLE ` '16'0 TAPCON5 XL I 3/i6'0 TAFCONS%L W/2 I/2'NN. 0 8 I� 0 8 W/z 1/2-Mm.PENETRATION I � PENETRATION O/8 o [ iO 24'o a FINISi 2'a4'OR 2':' Fl1CSi O 24' 214'OR 2'.' 112".4'OR 2.C-, RM91 2.d"OR 2'.' 1 '' 1CONT.YIGOO -' EXISTING WOOD C0.YT.WOOD .. TOYS.WOOD ' CONE.Y,WD 4'•,' EXISTING WOODEQTTONPLATE PECK pq BOTTOIa PLATE I E%ISDNCWDOD6OTTON PLATE DECK OR BTEREQUIREDDECK OTE SLAB REQUIRED DECK OR REQUIREQ ' REDNREO(SEE SHOT 20) REOUIflED. (SEE SHEET 20) CONCRETE SLAB CONCRETESLA9_ gREQUIRED. (SEE SHEET 20) REQUIRED. (SEESHEET2 i Z• EDGE. I i WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EX.I• •T;I . . WOOD BUILDINGS N.T.$l�ly � � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 1 ft.4416T r* ��j ilus RoH&qShoHerSys[em BC Ce/zs/17 R IL E C O I�tc. EXPERT SHUTTER SERVICES INC. MTE =e L A` TILLR TESTING @ ENGINEERING COMPANY�••f�+ �Y of�•'•1 14 nW N2 xv.R s..]ci v�^..w1 cr>m1 S R m", 1526 S.W.EILTMORE STREET 7-2 44 11 a db tate G..7'9Leom FORT Sr.WCIE,FL 349E4 �wm N. ^y �0 pp L� 11 Pi/JA�(eW)749-ease.FAX )87l-a95D �M� 11 ®-0006TJ Ica ,{ RATTER A TILlti 44 P.E. momP.E.SEAL 51 RE/DATE FLORIDA U..4 44167 /un SHEET 7 62a `m.E.D. POURED CONCRETE "'E'D' I OR j - OR GROUT FILLED 7SVHEEETS OR OI OROJ —\ POUR O CONCRETE BLOCK \ CONCRETE OR POURc� POURED EDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON CONCRETE OR I t J J} CONCRETE OROROUf FlU ED SHEET$17 Q 18 GROUT FlUED K \ CROIJT FILLED— 17 dC 18 SySS 17 lL 16) CONCRETE BLOCK ) CONCRETE BLOCK SH 17 do 16) BLOCK 2750' \� 2.548' 7A52' A A A . OoR E1 < ©OR E3 2'OR 1' �A JJ H OR 1/a-SUP 1/2'. 1/4' D O 4'o.c. 1/2-.1/4' D O a'o.c. OR 1/8-1 SUP DR 1/e'suP t/z-.1/<' D SECTION W1 STORM BARS \\ OR 1/e su TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P (PLAN) BUILD-OUT MOUNT SCALE.3/16--r SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G G°R� G OR© ©OR G -_____=J i= F F 6 H as A ;1 2.7so H * H H O a-o.e. A , H 0 4'o.c;: A 0 4'o.c\ k1l 4'o.c. � 1/2',1/4' D ORSUP I 1 SECTION Q'—Q' (PLAN p t/2 t/4- 1/2 11/4' IUD 1 I 1/2'.t/4- 1/1 t/4' 7 t/2',t/4• 1/2=.1—/<- ' ORIENTATION 1 OR i/b'SUP CR 1/B'SUP \J p CR 1/8.SUP OR 1/8-SlP D p OR 1/8•SUP OR 1/8-SU! WALL MOUNT END MUWON O SECTION Q—Q (PLAN) SECTION Q—Q (PLAN,) SECTION R—R (PLAN) SECTION R'—R' (PLAN) H * ORIENTATION #1 ORIENTATION . ORIENTATIONS 11 & #2 ORIENTATION #2 A 0 4'o.c. A WALL MOUNT END MUWON WALL MOUNT END MUWON WALL, MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G,G1,G2 1/__1/4- 1/Y_,1/4' O -SUPD R 1/8 OR 1/8-SUP t(n1 1 (2) 2'x4" OR \� 2"x6" STUD / 2 2"x4' OR ' t (SEE SHEET 20) Eo'1(O (SEE SCHEDULE G () 1 l ALTERNATIVELY TOO, A 2'x6' STUD 1• , I 1 ON SHEET 21j Eo.m 1 (SEE SHEET 20) (C�SCHEDULE SHEET 21) MIN 1/2" , 1/4.0-20x3/4" S.S. M.S. PLYWOOD-1 W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) MIN. 1/2" t FOR THIS CONNECTION ORIENTATION #2 PLYWOOD— I -- WALL MOUNT END do INTERIOR MUWON I E2 E3 EEH R r T���7��""". O°R ,.�� r A.T- D 1/2',t/<" �1/4' � �V"•S�'S°9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) OR//B'SUPA ®4'°•a' OR ' O44�gy ozD17 nLTEco v CRATN erFLUSH MOUNT (WALL) BUILD/OUT MOUNT # Nautilus L.C. RollingShuHerSys(em W/24/17 _ DATE SECTIONS 0'-0' (PLAN) R` �� TLUT TESnNC n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ( A. ''•, V lf• ct<s tug n,s gym,wrvr c,aox rt v:ce 1626 S.W.EILTNORE STREET 1 7—'244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS s��Npl�ta'D',i�''1, °gym Ee oe,9`°" �PO 7:r �•FL imp 4,_,a° WALTER A T.UT Jr.PT- SvrtE:,/<'=t' P.E.WA'� GNATURE/DATE FLOWDA Uc.9 44167 Nn1 m SHEET 8 OF 26 1/2" MR.-E-0. 3' 1/2" Min. E.D.-----FOR 3/8"0 CALK-IN ANCHORS (4) 3/8"0 CALK-IN ANCHORS OR 3'Alin. E.D. ('�3"Min. E.D. I FOR i/<•0 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR Min. E.D. t- 4'Min. ED.-- FOR 3/8.0 KWK BOLT R EXPANSION ANCHORS (4) 3/9"0 0 T BOLT TZ IXPANCH A\'CH016 OR STORM MBAR C PER (4) 5/16'0 TAPCON XL ANCHORS STORM BAR CONNECTION, 3 1/8'Min. E-0 1/8'Min. E.D.-- FOR 5/16-0 TAPCON XL ANCHORS / J1 1 3"�I1• SEE TABLE 2 ON SHEET 23 EDGE 0-SLAB 5/16-0 TAPCONS XL W/ EDGE AP OSLAB SL B L [F A� opF SLAB 2 1/4'Min. EMBEDMENT 1' (TYP•TOP & BOTTOM) / ! / & S 06D'GALV. 1 STEEL WASHER 0 24"ae. _ K EXTERIOR 4' Min. i ? POURED CONCRETE C 2- d9 8 POURED CONCRETE ALUMINUM ANGLE A. SIDE T6 ALLOY) (f'c�3 Kai)S' in. C 5 16'0 TAPCONS%L (Fc THICKatR qUt EO 2' 0 A (2) 1/4' ANGLE EA SIDE W/ TFfCK REQUIRED 8 I / SCREV S•T0IST0RM BAR aKU1L0IX TEK !� I I YT/ Ile Min. / r--5- (TYP•TOP& BOTTOM) ' EMBEDMENT u 10.D.x0.060'GALV. -. i STEEL YlASHER O x Z• SECTION S—S G I 1 24'G.c BOX UACMIN 9 B E 6CNFULLY WED INTO AttO E1l3ECGFD 10 taft P ! K 8 I I I ANCHOR 1" Min. FOR WIND ZONE--•` I 1-3 t ; I I DETAIL A 0 I I 8 I �jc 1/4'0-20 OP.3/e'0-15 MACHINE SCREWS USED JOINTLY W/ 2'Min. FOR n t SEE STEP 3 CM SHEET 14 FOR SPECIAL N YlIFdD ZONE-'F I TREATMENT FOR WIND ZONES 1 THRU 3 ¢ J 1/4"0 x 3/4'SOLID-SET OR 3/8'0 x 1 t/4'CALK-IN ANCHORS a 1"Nfn, FOR a RESPECTNELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME .� w WIND ZONE I ( ). N 4 6 Nr' STORM PARS ARE REMOVED- SEE DET.A w E I I c5" 1-3 t a I I DaMOR = 0 FAin. z A 2 ANCHORS*PER to L SEPARATION TO I s o 'A I I () z GLASS 1; A O 2" Min-FOR j ( I D �EE:RTA13LE 3 0NNSHEET�23 8(SEE SCHEDULES ON N 0 SHEETS 15& 16) I m- W1NDZONE-`j I ! v BEYOND (Typ.TOP &BOTTOM) :n N I MI 5---��T (2)3/8'0 CALK-IN ANCHORS OR I DaMOR g n i Gin. (z) 1/a'a souD-sEr ANCHORS OR l SEPARATION TO I b (2)3/8'0 KWIK B0L7 TZ E3(PAVSI0N 1'•�4" (SEE SCHEDULES ONI A ANCHORS OR 1' SHEETS 15 & 16) 1 (2) 5/16.0 TAPCON XL AHCHGRS BEYOND i EXSTING 1' K FXiERIOR n I I GLASS a I i 2- qq 2-x2-xi/8"xO'-5' (6063-16 ALLOY) EXISTING�j I V V 2- 1 ALUMINUM ANGLE EA. SIDE W/ GLASS G I I. i S1 Sl (2) 1/4'0-14x3/4"TJW BULLDD(TEK Typ.(wp.T0P/PATT0M).1 W_TOP/BOTTOM) 5' ( 5 TO STORM BAR QK 1 d I I. TYp.TOP & 807T0M) J I ' I i S 0 0 SECTION S1—S1 (TYP.Tt�/BOTTOM)i I I OP TOP/BOTTOM) I( 2 1/16 % 4 Min. n /MN. E.D E.D. u POURED CONCRETE t 1/2'xt 1/2"x0,062'xC0NT.ALUM. P 0 A (l c=3 ksi) 5"min. ANGLE W/ 5/160 TAPCONS XL W/ n i THICK REQUIRED 5/16.0 TAPCONS XL vll= -T 2 1/4'LT..EMSEPIOEW 2 1/4'Min.EMBEDMENT 0 2e ac. 0 24'o.c. AAAA� EDGE OF SLAB POURED cOncJt I I EDGE OF SLAB WALL MOU (Yc=3 kmi IF APPLICABLE �� vCyr+s••••�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) IF APPLICABLE" 5"o➢.Twat Amu, f L---4 1/2' Min.ED.��'{{ ,{�4 1/2- Min. E.D.J--FOR 3/8'0 CALK-IN ANCHORS �S` �T� 02017 nLTECo INC. - L--3`Min. E.D---{ F--3'Min. E.D. .44167 ¢Y �I FOR 1/4.0 SOLID-SEA ANCHORS ; * sr Nautilus 4 Min-ED.----����JJ11 I Min. E.D.r FOR 3/8.0 KWIK BOLT TZ EXPANSION ANCHORSMI RoIIiag ShMtterSystom 03/2s117 Min. E.D, FOR 5/16-0 TAPCON XL ANCHORS �_. G C 0 INc. DATE �•% (� � TILUT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �n••.. ,f 1 ..•.K...0 9.u.sm vse+u euaxrs,n I I 1626 S.W.SILTMORE STREET 1]-244 L1 na.:(xa)an-talo'.ra:(xa)mt-tnI PORT ST.LUCE,TL 34984 FLOOR TO CEILING[TRAPPED AND WALL MOUNTING:STORM BAR ''S� NAL E��'\,Ti'� `m'EB61Ga06719`°m P -(ea)145 .•FNL(M)�1-a990 op� SECTIONS V WALTER A.TKLR JT.P.E < P.E.S'FA��/�(C± TURE/DATE FLOROA Uc.#44i67 Fyn sN�7 9 nE Y6 SCALE;3/16•=i• " Min. E.D. " Mi.n. E.D.----FOR (1) 3/4"0 KWrK BOLT Z EXPANSION 2 -1 1 1/2"— 3' 1 1/2' ANCHORS(A END AND INTERIOR MULLIONS ©&@(ORIENT TION 91)AND END MULLIONS©&I&I (ORIENTATION 2'2) -�- 3" FOR(2) 3/4"0 KWLK BOLT Z EXPANSION G I 3 "Min.E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION 0 (ORIENTAT(ON #2). EDGE OF SLAB I EDGE OF SLAB EXTERIOR �-T � I�"'-R' � 3"x3•xt/2'x0'-6" 4" EXTT , IF APPUCAELE� 1 1 11 1t iF A 6" (6061-T6 ALLOY) �\•��'�; ! Alum.ANGLE EA. ID SIDE W/ �\ ��� 3"x3"x1/2"xO'-4" (2) 3/4'0 TH U BOLTS _ (6061-T6 ALLOY)Alum. TO MULLION G�& 1 112 T pDURED CONCRETE C I7—L---EQ. ANGLE EA. SIDE Y!/ (2) (1) 3/4'0 KWIK BOLT Z I (('e = 3 ksi IAin-) 11 3" 3/4"0 THRU BOLTS TO i i/2" EXPANSION ANCHOR 1 1/2' 8"Min.THICK REO'D. n MULLiONLT& (1) 3/4"0 W/ 6"Ain. EMBEDMENT 1 KAIK BOL Z EXPANSION 1 1/2' TO POURED CONCRETE n ANCHOR W/ 6" Min. (Typ.TOP & BOTTOM) EMBEDMENT TO POUREDCONCRETE(Typ.TOP &BOTTOM) a G�SS G�j I SECTION X1-X1 W/(G� * ALTERNATIVE SECTION X1-X1 W/(G7* 1 ! (END & INTERIOR MULLION) END & INTERIOR MULLION 0. o Min. I G OR G1 W ORIENTATION U ORIENTATION 1 rl I (6"X4") (4"x6") N If I 4"�•j I 1 1/I 2" 1 1/2 1 1/2 1/2' 3x3'xi/2"xO'-4" 5" 5' 2• (6061-T6 ALLOY) I I Alum.ANGLE EA. SIDE W/ I I L L EXTERIOR (2) 3/4'0 THU BOLTS -®- 3" - 3" 3' _ • I TO MULLION G & I I u. ® u I ® EXPANSION ANCHOR Z G1 z G1 ; s a w T�/8 Or I Q/8 Or W/6"Min. EMBEDMENT TO N J POURED CONCRETE I ' DaERM l (Typ. EXTERIOR '" Z R/8 or :: `; R/8 or TOP&Gomm) � sN Rf/8 a I R'/8 G1 B-EXTERIOR + 1 1/2' u �5 I' 1 1/2' 1 1 2 4• 4` 3"x1'xI/2'x0'-88"(6061-T6 ALLOY) ' X1 c X1 /' 3"x3'xt/2"x0'-B" (6061-T6 ALLOY) I TOP/Boom)EI ° `Alum.ANGLE EA. SIDE V!/ 2)3/4"0 (IYP. t (TYP.TOP/EOTICti} Flum.AClGLE FA SIDE V// 2)3/40 -9 EO. E0. 1 1/2' THRU BOLTS TO MULLION 0& (1) THRU BOLTS TO MULLION G7 &(Zj 1; I I 3/4'0 KVIIK BOLT Z EXPANSION 3/4'0 KYlIK BOLT Z EXPANSION ANCHOR W/ 6"Min. EMBEDMENT TO ANCHOR W/6" Min. EMBEDMENT TO If POURED CONCRETE(Typ.TOP & POURED CONCRETE(Typ.TOP& i 1• I SECTION X1-X1 W/ BOTTOM) BOTTOM) POURED CONCRETE (END MULLION ONLY) (INTERIOR MULLION ONLY (t'c =3 t�i Min.) (END & INTERIOR MULLION) / (� 8"Ain.THICK REO'D• (W/ ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/ EDGE OF SLAB IEDGE OF SLAB L I+ IF APPLICABLE (8'x4') (W/ ORIENTATION 2) IF FPPCK1EiF i I FOR (2) 3/4"0 KVAK BOLT ERANSION ,,,, (4 Z "X8"� Min. E.D. i Ain. E.D. ANCHORS 0 INTERIOR MULLION tf f•""R � AND BOX NOT SHOWN FOR CLARITY (ORIENTATION #2). f " in. E.D. 9' Min. E.D.-I-FOP, (1) 3/4-0 KWIK BOLT TZ EXPANSION `rt CE FLORIDA BUILDING CODE(Non High Velocity Hurticane Zone) ANCHORS 0 END AND INTERIOR MULLIONS ©&® (ORI ATION #1 & #2) AND �� •, 02017 TLTECC INC. • 6PAR71�= END MULLION G1 (ORIENTATION #2) *:' ,No.�4�!c Nau>�Ilus Lc- FLOOR TO CEILING(TRAPPED MOUNTING:MULLIONS n OR 01) 9��c V��: RagingSLaUerSys(em m/2y17 IL E C O�Nc. 1>ATE sEcnoNs w 1 TILUT 7ESTMG&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. a A. aamoz n>„Es P6c2R6f S.W.�°E�38:` 17-244 xr.:4�Mn-�ssr,.r.4xe1xN-Issl END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION =s�0 """'" ;T� A T1 P.E. �0'E(E00)Ts9-96S8•fAC(TT)�1-G990 SCALE: I/B"= 1' P.E. /DATE "^ — u�� f1CJUOA Lim If"167 N/� SNFFT 10 Of 26 ��R+•"" (4)ANCHORS ''3x3xt 2 x0'-4' T-2' !.firt. E.D. Min. E.D. I 1 / (SEE SCHEDULE 91) i I 6061-T6 ALLOY)"-(SEE SCHEDULE�I1) (SEE SCHEDULE #t)'I ( Y) OSEE MAKRAUM©(IMEfY�CR)&GI(END&QRERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SLAB I EDGE OF SLAB -�- -� 3' Alum. ANGLE EA_ 1 SPAU COVERED BY SCHEDULE 1b'FOR NSIALLATION CASES I,la&D ON SKEET IF APPUCASLE'I IF APPLICABLE I SIDE VI/ (2) 1/2'0 3U BOLTS �z." 25. I e TORMULLION® i (LIMITED LOAD,MULLION SPAONG AND Sohl bY5TALIATION): I L _ I.T9MM OtS I -RMU94ML AND CMIEROX APPLICATIONS WITH t60.8 � n I I i 4 EXTERIOR "I.VA7Q51ULA ASA DESIGN PRESSURE RATING. . A 3' I r 12'-0'!UXWJ MULLION SPACING. j_POURED CONCRETE 3"x3'x1/4"xO'-8' I t SEE SCHEDULES/1&/2 FOR ADDITIONAL SPECS. I (L'c 3 ksi Min.), (6061-T6 ALLOY II SEE SCHEDULE iT 1. Alum.ANGLE EA SIDE e ! 1 1/2' G 1 8'T](iER(OR PIENALQd CASE I&-RESIDENTIAL AND COMMERCIAL APPUCATION W/i 6H pst. I! W/ (5)T 1/2 OCR G © i 1%2' W JUMUM A.S.D.DESIGN PRESSURE RATING,8'-O' n Q � lUJfCAUN NU!lNTI SPACING. (L I r_6, SEE SCHEDULES 01 &e2 FOR AD0m0NA1 SPECS. w GLASS ! ALTERNATIVE SECTION X1-X1 W/l�l LUAU TM DSE II-COMMERCIAL APPL[CATION FOR t10D.0 µsf.W02IIUM ASA D 1 1/2- DESIGN PRESSURE PATR,IS,8'-0'NAJQMUM NULUON o �] ,' (4°x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) SPACNG.SEE SCHEDULE J1&12 FOR ADDITIONAL 66rt. G OR G1 11/2' SPECS. 5 N 4 (2)ANCHORS a - 3'x3'xt/4'x0'-8' (SEE SCHEDULE j2) 2" 2 Z W (6061-T6 ALLOY) ALTERNATIVE SECTION X1-X1 W/ �* = Alum.ANGLE EA.SIDE _ m o VA/ (2) 1/2'0 THRU 3� ro q BOLTS i0 IdULLON rt (4"X8" INTERIOR AND END MULLION W/ ORIENTATION # 1 I SCHEDULE #1 ¢' Q/8 or l Q/8 or i i EXTERIOR I INVAWLTION NUN'SLAB LON.ANCHOR MIN.EDGE _ R 8 Or CASES THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM) EMBEDMENT DISTANCE FOR oN R�8 or D , (4) ANCHORS I I REO'D. ANCHOR �w R>/8 r R'/8 (SEE SCHEDULE $1) 1 1/e 3/B'D HL71 INC MUS-H SCREW&3/8Y POWER FASTENER 1%2' WEDGE-SOLT ANCHOR FOR©&0(INTERIOR)MULLIONS 2 1/2' S 1/2- W/ORIENTATION 02. 4' 1/2.0 KILT[INC HUS-H SCREW&1/2-0 POWER FASTENER z; ® ALTERNATIVE SECTION X1-X1 W/ WWEDGE- BOLLT A OR FOR 0(FIND&DTIERIOR)MULUON 3' 6" ORIX1 L X1 (4°x8° INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/ro HILTI NO KWIK BOLT TZ ONLY FORUG&(0 INTERIOR (Tre.TOP/EGTTOV)r (LYP.TOP/BOTTOM) MULUTONS WN/ORIENTATION 12)&0(END MUWCN WI 2 1/2' 5 I/r 9) ED '' 3'x3'x1/4'x0'-8' 4• 1/2.0 HILTI INC,HUS-H SCREW&1 °Po'I/ISR FASIEN�Jt p (6061-T6 ALLOY)Alum. WEDGE-BOLT ANCHOR FOR(G�& EN€]Oft I.YTEPoOR R I I ANGLE EA,SIDE W/(2) 1„I MULLION)W/ORIENTATIONS 1 OR 02 t 1" ULLION fTR BOLTS TO ! ( I/r°KILT[INC KWIK BOLT TZ ONLY FOR G&®INTERIOR MULLIONS W/ORIENTATION g2)& (END MUI1fon W/ 3 1/4' 7 1/2" 1 / 0 II OPoENTATI gt)_ 6' JEDGE OF SLAB G 1 1"DMOR /2'°H1LTI TI INC HUS-H SCREW OR 1/2'o POWERFASTENER WEDGE-BOLT ANCHOR SEE•NOTE ON SCHEO 1b N 8 3' 6' �IF APPUCABIE IO I SHEET 25.VA1D FOR ENO&INTERIOR MULLIONS G& EDGE OF SLAEI Min. E.D. —J Min. ED. JJ 13 W/ORIENTATIONS#1_OR#2. IF APPLICABLE (SEE SCHEDULE#1) (SEE SCHEDULE '#1)�1 I 1 (4) ANCHORS _____ SCHEDULE #2 POURED CONCRETE (SEE SCHEDULE7J1) 11I I (f'c=3 ksi Min.), SEE SCHEDULE°1. 1 1/2'-ri 4' 3- I IN sHIG!(1LE55 ANCHOR TYPE&SIZE(TTP.TOP&BOTTOM) MIN.ANCHOR OMAAN� CASES FEG•U. EMBEDMENT ANCHOR ALTERNATIVE SECTION X1-X1 W/, * g/6'0 HILT INC HUS-H SCREW&g/B'o POWER FASTENER FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS n OR 4 TA&II 4• WEDGE-BOLT ANCHOR 2 1/2- 7 1/2 SECTIONSW-� (4"x8" INTERIOR AND END MULLION ONLY,.! i _ ]) _ FLORIDA BUILDING CODE(Non High Velocity Hurecone Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ` 0201�"�`°INC. °""�"�" 0 � � Ro.44167 `= � Nautilus APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS Rowng96utterSystetn CS/24117 aAft U1. IL E C O II!Ie. EXPERT SHUTTER SERVICES INC. �/ _AAr SCALE 1/B'= 1' �O' 1 •�/`\\\ aE5 etvety?cn1v.sc SSC1iczEw NCYS.Rpl�:ta 1626 S.W.61LTNORE STREET !T �'�� \\ wrne:(zslml-Iw.ro:Lxe`an-i371 PORT ST.LUCIE FL 34984 1 -Z44 FP \C 1\ c-rtw9:Wtewoaw.cE,rt Wxeh2`Lana)T<9-9PSS.GAY:(n2J ml-0i90 WAWRM He " SIDE RAIL QD AND BOX NOT = ,$' "� 6 11 W���OTICO)�t9r pE SHOWN FOR CLARITY p.E /DATE FLORIDA OA Le.g 44167 in Y Y SHEET IDA OF26 EDGE IF APPLICABLE 2'%MUWDN DEPTFI0/8"Cont. \\ ALUM. TUBE (TOP & BOTTOM) IN/ 1/4'Or.3/4"ITW BUILDEX TEK SCREWS 7 3/4' 5/16-0 TAPCONS XL w/ 2 1/4' W/ 1'O.Dz0.060'GALVANIZED STEEL MIN. E.D. 2 1/6 \ Alin. EMBEDMENT B 2%F-o.c_ WASHER 0 24"o.c. Min. E.D 1' 1 EDGE IF APPLICABLE I r 1 4" EDGE IF APPLICABLE \ / 7 3/4'Min. E.D. l CONTINUOUS POURED � 2.\ 2" —1— 7' CONCRETE(rc=3 ki Mm.} 10• I 7 3/4'611n. ED, 2' B" Min, THICK REO'D. I 2„ 2" I END CAP \ 2" 1 POURED CONCRETE \ 7 3/4• I I (f'c = 3 ksi WTI.) FOR POURED CONCRETE per- Min. E.D. ;EO.rEQ. I 8" Min. THICK REO'D. \ (f'c = 3 ksi Min.) 4'IXfERiOR z m \\ \\ \�\ \I 4' I EXiER(OR \ 8" Min. THICK REO'D. ON \ G� ©OR G1 u i I 2" G OR Gt 2" 4' '@OR G1 ?a ® ° ® 7 3/4' Min. E.D: 2" N N / ° ! I Q $ Or 7 3/4' Min. E. 2' / Q 8 or I I / 1 \-4"z4"x3 B' RIB Or ° R/$ Or —— y 4'x4'x3/6'(6061—T6 ALLOY) (6061-76 ALLOY) p ti R,/8 I I R,/8 um.AN EA SIDE EDGE IF APPLICABLE Alum.ANGLE EA.SIDE. z EDGE IF APPLICABLE Z Ex1ST1NG g h4n. I D (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/n OR �* ALTERNATIVE SECTION X2-X2 W/n OR�* ALSO INSTALLED TRAPPED MOUNTED I I (END & INTERIOR MULLION) C,� GLASS �n PER SECTION R'-R' ON SHEET 8.} END & INTERIOR MULLION) (W/ ORIENTATION # 1) (W/ ORIENTATION # 2) sN 1/16'\ \\ `"I (4"x6" or 4"x8°) Min. E.D 7L I 1/2"xl 1/2"xO.D62"xCONT. ALUM. (6°x4" or 8"x4") x 7 3/4" i" ANGLE W/ 1/4'0x3/4' ITd BUILDEX MIN. E.D. \I I TEK SCREWS 5 24" o_e. TO TUBE. • SIDE RAIL NOT SHOWN FOR CLARITY 7• CONTINUOUS POURED I I CONCRETE(('c=3 Id Mn,) \ I ;" 8"Mn.THICK REO'D. \ I 1 \ X2 I '-� I CU.TCF/EMCU) 1 1/2' 1 1/2" A=71) 7 3/4- A.TI -- / 4"x4'x3/6"xD'-10"(6061-76 ALLOY) Alum.ANGLE ' �r(,/- MIN. E.D. \ EO EO �, "T EA SIDE W/ (2) 7/4'm 7HRU BOLTS TO MULLION 1 Q.•�•••'•' •••• a/ \ &(2) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR �aa� _: GENE •.9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \\ \ \ \ W/ 5'Min. EMBEDMENT TO POURED CONCRETE •i L c2an 1R1Ec0 INc. cam+ WALL. (TYP.TOP& BOTTOM). T No.44167 : Nautilus EDGE IF APPLICABLE RoHlagS7aaHorSysfoza ce/zs/1� WALL MOUNTING:MULLIONS (G)OR CGS -o I L E C O 1N7:. EXPERT SHUTTER SERVICES INC. DATE POURED CONCRETE WALL + 9•'•. ( ' �� TILLIT TEST NG t ENWNEERING COMPANY SECTION W-2 +�/P 9i ��\\ asa k�a ci� cw 1626 S.W.SLTMORE STREET 1 7-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ' s/", ON� WALE amLR19 Cary ��)T{9-0658E rOx(7I2)e11�b990a SCALE: 1/8'= t' P.E.SY'li�ZYZf((fbl E/DATE 1IORDA L.g 44167 nn sNut 11 Ov 26 1/4'0x3/4'TTY/BUILDEX TEK SCREWS EDGE IF APPUCABLE� EDGE IF APPLICABLE 27xMULUON DEPTHx1/8"Cont. W/ 1'O.D.xO.060'GALVANIZED STEEL \ ALUM. TUBE (TOP & BOTTOM) W/ WASHER 0 24'o.c. 4' EDGE IF APPLICABLE` 7 1/2"Mi. E.D. 2 7/2\ \ �5/15-0 TAPCONS XL 1Y/ 2 1/4' 2" 7 1/2" Min. E.D \ Min. EMBEDMENT 0 24'o.c. -—--—s-— 2" MIN. F-D. I *_ .\ 7 1/2'Min. E.D. - 2' 1. I 1 I Z 2 1 1/4" I I �^ POURED CONCRETE \ ( POURED CONCRETE (fc 3 ksi Min.) \ / f c = 3 ksi Min. , 6" Min. THICKNESS EXTERIOR 3 1/2' i \_ (' ) a•EXTERIOR REQ'D. I I 6" Min. THICKNESS REQ'D. 5 1/4" [ z" 2" \ G 1 CONTINUOUS POURED——\i EQ. Q•- I VEND CAP a' G OR G1 i t/.D CONCRETE fc=3 Isi I& \1 It 7 t/2'Min. E 2" 2"\ Min. E.D. ( ) y S 7 1/2" Min. E.D. 6" Mi.. THICKNESS \ 4•--4 t4"x4"x1/4' I _ y 4"z4'zt/4" (6061-T6 ALLOY) Z REO D• ( J (5061-T6 ALLOY) —T lum.ANGLE EA SIDE. . O O OR G1 EDGE IF APPLICABLE Arum.ANGLE EA. SIDE. -/ g N EDGE IF APPLCABLE Z W I t>�wQR ALTERNATIVE SECTION X2-X2 W/ GOOR * ALTERNATIVE SECTION X2-X2 W/ �* 'm E I (INTERIOR MULLION) SEND & INTERIOR MULLIONS 00 ® I ® (W/ ORIENTATION k 2) (NJ/ ORIENTATION r 1) Q/8 or 1 Q/8 or (4"xo" or 4'x8") (8"A") R/8 or I I R/8 or �w R'/8 I R'/8 OSEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WALL z= w MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FORWALL MOUNTED SHOWN, MAY C INSTALLATION CASES I' & II' ON SHEET 25 �v EXISTING Ifin. I i p BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): E I MOUNTED PER SECTION R'-R' n I ON SHEET 8J INSTALLATION CASE P - RESIDENTIAL AND COMMERCIAL �} ,2 t/2"\\\ \�I I APPLICATIONS WITH ±60.8 p.s.f. I Min. E.D t" I_1 1/2"xt 1/2"xO.062"xCONT. ALUM. MAY-MUM A.S.D. DESIGN PRESSURE 7 t/2" - i` ANGLE V!/ 1/4"0x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN. E.D. \ TEK SCREWS ® 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO 1 1/4- CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. '® 3 t 2 , I/ l 3 1/2"6" ® INSTALLATION GASE W - COMMERCIAL APPLICATION FOR ±100.0 wP�OtrCu) Dr.TOP�DCIe) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 1 1/4' 1 t/4" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2" `�"'"MIGUSS POURED `L4"x4"x1/4'xO'-6'(6061-T6 ALLOY)Alum.ANGLE CONCRETE W/ HILTI INC KWIK BOLT T2 ANCHORS. MIN. E.D. CONCRETE TO=3-W— EQ' -EO EA.SIDE W/(2) 1/2"0 THRU BOLTS TO MULLION ldn.) 6' Min.THICKNESS \ & (2) 1/2.0 KYAK BOLT TZ EXPANSION ANCHOR _ T+ -_SIDE RAIL QD NOT SHOWN FOR CLARITY 1 \ EQ•D_, Y!/3 1/4" Min. EMBEDMENT TO POURED CONCRETE ,. If WALL ('IYP.TOP& BOTTOM). .' '0 .•••., _ EDGE IF APPLCABLE � Q'••C�S•••'•.�•= FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR(G) c2017 TILTECO INC. aRAxN ew POURED CONCRETE WALL No.44167 NautilusLc SECTION W-2 RoMagShuHerSystem ra/24/17 • IL E C O���. Din END&INTERIOR WALL MOUNTED MULLION INSTALLATION'k '• �r.7eT�t`5 V1 a, ` EXPERT SHUTTER SERVICES INC. 0 1- \ TItLT TESTING h ENGINEERING COMPANY !• r••.r<r,xeo.a.s".xn,vRcat a+zuTa.R nlu 1626 SM.f1�UNORE STREET APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS F�S. ��6+6�`�,` `gym°®oo�1y�wmeTl-,�I PORTST.L" �n'FIL4" °`""`4° PIAYlALTER A TILUr Jr.P.E. SCALE: 1/8"= t' ^-?;f,, jyfJfl6 TURE/DATE FLORIOA Lie.f 4�t67 n•n 6Nlxrtta0F z6 4• Min. E.D. Min. E.D. R (1) 3/4.0 KWIK BOLT T EXPANSION I 2• ANCHORS 0 END MULLION 3•x3"x1/2"xO'-4" (ORIENTATIONS #I &g2). (6061-T6 ALLOY)Alum. 1 tl 2' V11FOR (2) 3/4-0 KWIK BOLT TZ EXPANSION ANGLE EA SIDETS O 3/4'0 THRU BOLTS TO "Min. E.D. 'Alin. E.D. ANCHORS 0 INTERIOR 11Uf1lON® 1 1/2' (ORIENTATION 2). KVYlK 8 � & XP 3/4"0 KW1K BOLT TZ EXPANSION EDGE OF SLAB ANCHOR W/6'Min. EDGE OF�SLAB `�; ,Lxzzlzz� EMBEDMENT TO POURED IF PP&CAa 1 1 I I 1 IF AFPi1CABLE CONCRETE(Typ.TOP & /1' / I Il BOTTOM) G2 7 DIMMOR POURED CO.N.REld (Pc 3 ksi!Ain.) j 3' B" Min.THICK REQ'D. ° �- U � ° 3II• ° ( 1 u EXISTING--' GLASS n ,• I I SECTION —�Min. on o I I C2 LEND MULLION ONLY t t/z" t 1/2' 5 I EXTERIOR f—a• (Pl/ ORIENTATION Ta 1/2" 4' 1 1/ ° I n ° I I - 7 x4 n II zN ° I � � 3• 7" w ° o N Q'/8 ° Q'/8 4" EXTERIOR 4" EXTERIOR 1 n ( I G2 Z. 1 1/2' o ° f 1/2• gw i+ I I I 11/2' Y 1 1/2• " ® u ® j-3 1/2'-3 1/2" (TYF.TOP/6pApN)�i I (I1R3TpP/60II0M) L3'x3"xt/2'x0'-77(6061-76 ALLOY) /r...1/2-W-7-(6061-T6 ALLOY) u -EQ. it-EQ. Alum.ANGLE FA SIDE W/ (2) 3/4"0 Atum.ANGLE EA SIDE V!/(2) 3/4'0 I THRU BOLTS TO MULLION @& THRU BOLTS TO MULLION & ° I I POURED CONCRETE (1) 3/4-0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION A-(t'c = 3 ksi Win.) ANCHOR W/ 6"Min. EMBEDMENT TO ANCHOR W/ 6-Min. EMBEDMENT TO e , I T 3' r B• Min.THICK REO'D. POURED CONCRETE (Typ. TOP& POURED CONCRETE (Typ.TOP O & BOTTOM) ) (END MULLION ONY� -INTERIOR MULLION ONLY- t I l 1 I I I I ALTERNATIVE SECTIONS X3—X3 W/ EDGE BF sLAJ G? L J I, , , I EDGE OF SLAB 54I ORIENTATION E 21 IF AFPUCABIE JIF APPLICABLE FOR(2) 3/4-0 KWIK BOLT TZ EXPANSION •'p""'•- (407 Min.Min. E.D. ������993 E.D. ANCHORS 0 INTERIOR MULLION® •'G�{+.7/j(��:--_ SIDE RAIL Q AND BOX NOT SHOWN FOR (ORIENTATION #2). '�'• ........... ••. -- Min. F-D.— Min. E.D. •• �Q CLARITY. FOR 3/4'0 KWIK BOLT EXPANSION ANCHORS 0 END MULLIONUMULLION Qp G�S�� ��:•V +F••%' Z FLORIDA BUILDING CODE(Non 1Bgh Velocity Hurricane Zone) (ORIENTATIONS dt & V^2). No. 1 .�� 02017 TILTECO INC. Nautilus FLOOR TO CEILING I TRAPPED MOUNTING:MULLION G2 ? ` `c RoIIing3hnHerSys[em ceDATn SECTION W-3 ? O nluT TESTNO&ENGINEERMG COYPAIIY EXPERT SHUTTER SERVICES INC. �( �\11�' nus `."i�a ,'0'w:Vic` a rsT'•• 1626 S.W.B1.TIJORE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` =, NA� `-®_'oG0e 19 �°"`Sr. `� ""�' a�"MG I„ S/0 �• { PORT Sr.L C,r l OnY �"'y77'7777y�7 WALTER A TR11T Jr.PF SCALE: 1/B' 1' P.E. SEAL/SIGNATURE/DATE ELowCA U.y"167 sNLET t2 ar 2s OSEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D_ COVERED BY SCHEDULE 1 b' FOR INSTALLATION CASES I, la & II EDGE OF SLAB I (SEE SCHEDULE#1) r-(SEE SCHEDULE#11)7EDGE OF SLAB ON SHEET 25. F APPUC48LE IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INS(ALLAMON CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS Z— WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM p '3 POURED CONCRETE (6061-T6 ALLOY) i—i 5'�1 MULLION SPACING. n (t'c-3 ksi Min.), Atum' ANGLE EA SIDE ^ SEE SCHEDULE #1 FOR ADDITIONAL SPECS. k SEE SCHEDULE#1, Yl/(2) 1/2"0 THRU �l 3• n BOLTS TO MULLION I 11 INSIALlATICN CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION R W/ ;60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXISTING i ?• EaEFJOR PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASS (i SPACING. G3 1 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. o G3 1 1/2' INSTALlAUION CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. II —7'— MAXIMUM A.S.D. DESIGN PRESSURE RATING, EXIFRIOR (4)ANCHORS—` 8'-0" MAXIMUM MULLION SPACING. SEE 9! (SEE SCHEDULE#1) SCHEDULE #1 FOR ADDITIONAL SPECS. 31 ® n ® ALTERNATIVE SECTION X3-X3 W/ Q•�8 Q,�$ (W/ ORIENTATION 9 2) SCHEDULE #1 < n (2'x7" INTERIOR MULLION ONLY) MIN SLAB MIN. EDGE cn l,, n ' INSTALLATION ANCHOR TYPE& SIZE MIN. ANCHOR a y o CASES THICKNESS (�'•TOP & BOTTOM) EMBEDMENT DISANCHOR 1 OR vn a • SIDE RAIL AND BOX NOT SHOWN 3/B"0 HtLtl INC HUS-H a FOR CLARITY. I ¢. SCREW, 2 1/2' S 1/2' g o 3/8"0 POWER FASTENER ® p ® WEDGE- BOLT ANCHOR n (1TP.r^P/aDRcu)� pp.TOP/POiLGA) 4" BOLTrzL71 INC KWK 2 1/2" 5 1/2- u II 6" 1/2'0 H€LTl INC KWIK 3 1/4" 7 1/2- POURED CONCRETE BOLT TZ c 3" (f'c=3 ksi LGn.), SEE SCHEDULE#1. EDGE OF SLAB 1 XMI. !EDGE OF SLAB IF APPLICABLE; 1F APPLICABLE I Min. E.D_ Min. E.O. —(SEE SCHEDULE#I (SEE SCHEDULE#1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 \1L, Q`;• `�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) W.44167 o2G,7 TLTECG INC. Nautilus DRAWN *. RoRtag ShuHerSyslem G6/24/17 IL E G O,a(:. BATE Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION .o EXPERT SHUTTER SERVICES INC. (y\\\ TILUT_InEB INNG.Sk NGINEERIN,��rtPANY 1626 S.W.60.7NORE STREET APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS = o,� •. pR �' \\ .�.:txo�I-I,n.Fa:(��,-1v, PORT LUCK.FL.34984 17-244 _ n _ \ 1\ a-maa:wtewoam.ecm P,�xe(ems)74v 9=.FM(M nl- o oWwec he Fn 11 09-0006719 SCALE 1/8"-1- 1 WALTER A.TILLI7&.P.E. f?7! s DATE FLGRwA Llc.>7 44167 p.n SREEf 12AOF 26 EDGE IF APPLICABLE 2"xMULLION DEPTF10/8"Cont. \ \ \ ,\ \ �Awm.TUBE (TOP &BOTTOM) W/ 1/4"ox3/4'ITIV BUILDEX TEK SCREWS 777- '� 5/I6-o TAPCONS XL W/2 1/4- W/ 1'O.Ds0,060'GALVANIZED STEEL 2 1/6' \ Mn. EMBEDMENT 0 24"o.e. WASHER 0 24"o.e. 7 3/4" Min. E.D MIN. E.D. 1f EDGE IF APPUCABLE� 1 1/2' 1 ` 7 3/4' E.D: 2_ ( 1 G2 2- 4" COMINUOUS POURED tD" \ 2 7' CONCRETE(ra=3 hfo) 8" Men_THICK REQ'D. \ I POURED CONCRETE \ (f'c = 3 ksi Min.) { I \ 8' Min. THICK REQ'D. 4" EXIERIOR 1 `END CAP . i1 w ! 2' 7 3/4" NOTCH WEB-> i Min. E.D. EQ.=EO. I 4' i= (T\YP. TOP/BOTTOIA) 4' ?1 " f 7 3/4'Min. E.D. 4^x4•xJ/8'(6061-T6 ALLOY) g ANGLE EA. SIDE. N Min. �a (WALL MOUNTED SHOWN, MAY BE 0 onsnNc1 D ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE) ' GLASS n I PER SECTION Q'-Q' ON SHEET 8.) o N G EXIERIOR SECTION X4-X4 W/ G2 �0 SEND & INTERIOR MULLION) oz o ® ® (1111 ORIENTATION 42) z00 Qr/8 °I I Qr/8 (CxT") 1/16'\ Min. E.D T 1 1/2"x1 1/2'xO.062"XCONT. ALUM. • SIDE RAIL DO NOT SHOWN FOR CLARITY 7 3/4- ANGLE W/ 1/4'0x3/4' ITV! BUILDEX MIN. E.D. TEK SCREWS ® 24' o.c. TO TUBE. t 1/2" � 1 7- CONTINUOUS PCURED CONCRETE(f'c=3 Id Wh.) 8"Min.THICK REQ'D. ® 1 i (M.TDPAR.OI) { ) 1/2- . 1 t/2' (TYP,TOP/6ww) ........- ,T� TiT 3/4- MIN. \ 1.. E.D. 4"x4`x3/8'x0'-10"(6061-T6 ALLOY) Alum.ANGLE �{� j •. EO EO EA SIDE W/(2) 3/4'0 THRU BOLTS TO MULLION 1''1 Q• ................. FLORIDA BUILDING CODE Non JE h Velocity Hurricane Zone \ \ &(2) 3/4-0 KWIK BOLT TZ EXPANSION ANCHOR a '.•• S•,••••''• ( 9 ➢ ) \ 4 W/5•Min. EMBEDMENT TO POURED CONCRETE ` 02017 TJ.1Eco mc. rfu+ci st EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). •4416 Nautilus LC- WALL MOUNTING:MULLION �T ? pp aC ��g� ��Sm ��F�11 POURED CONCRETE WALL '4'� S 14�� purr r!L E C O cNcroypu+r EXPERT SHUTTER SERVICES INC. SECTION W� ,•'/ �� u. rsm.ra"c�ir;I,-- 1626 S.W.eaneaaE STREET 17-244 ....... a-ma®�1 9.[om GH0.VE(M)74PORT 2-wa.F---(nz)e -M0 oruaow•e END&INTERIOR WALL MOUNTED MULLION INSTALLATION - S WADER A TUA Jr.PE ELI � aa[ m.• �� na E P.E. Sr df12 DATE FLORIDA Uc.9 44167 m,sn, n4 sREEr u d'16 SCAL: 1/8-= 1' �i&l it EDGE IF APPLICABLE EDGE IF APPUCABLE-, 2"xMUUJON DEPTHx1/8" Cont. —� ALUM. TUBE (TOP & BOTTOM) W/ 1/4'00/4"ITV(BUILDD(TEX SCREWS � �� \ �5/ta'o TAPCONS XL tV/ 2 1/4` r W/ 1"O.D.x0.060`GALVANIZED STEEL \ 2 1)2 1Min. EMBEDMENT® 24" 0-0. Z WAS4ER 0 2.4"oxc 4 3/8"Min. E.D. \ 4 3/8" W'1'E.D ' -JIM. ED_ 1.it CONTINUOUSPOURED 1 I r I ( ) CONCRETEONCRETE(f*c 3 Ns A a)� 2' REO'Dn.THICKNESS NESS ! EXTERIOR 4 3/8' \ 7 t/4' ti1Rn_ E.D. \` END CAP 4 3/8" Min. E.D. \ I CONRNUCUS POURED I CONCRETE(fc 0 8"ASn.THICKNESS I 1 ! ga REO•D II Min. G3 EDGE IF APPLICABLE— u � Z= ° SECTION X4-X4 W/ 23 INTERIOR MULLION) o =Z ii (WALL MOUNTED SHOWN, MAY (W/ ORIENTATION # 2) o N if BE ALSO INSTALLED TRAPPED EXISTINGD CLASS �I MOUNTED PER SECTION O'—Q' (2"0") O Qu It II ON SHEET 8.) If q 2 " \ EXiERlOR O SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN ! COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES r & gv ® I ® II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND = Q/8 n I Q'/8 SPAN INSTALLATION): ti,• INSfPLLATION C+� I' — RESIDENTIAL AND COMMERCIAL \ �:2 1/z` \\\\' 1 1/2"x1 1/2"xO.062"xCONT. ALUM, APPLICATIONS WITH ±60.8 p.s.f. Mars. ED ANGLE W/ 1/4"00/4` ITW BUILDEX MAXIMUM A_S.D. DESIGN PRESSURE MIN-E.0_ 1 TEK SCREWS Q 24" o.c. TO TUBE, RATING, 12'-0" MAXIMUM MULLION I ® SPACING. RETE / HI FOR CONNECTION T N I CCHUS H CONCRETE P OR X4 POWER FASTENERS WEDGE—BOLT (rfP.10. nCM)3 t/2" I Cm.TOP/BOTTOM) ANCHORS. INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR ±100.0 T" p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" ",-(2) 3/8.0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN_E.D. W/2 Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILT[ INC KWIK BOLT TZ ANCHORS. . WALL.(TW.TOP & BOTTOM). ,. EDGE IF APPUCABLE CONTINUOUS POURED �,� N.7I, SIDE RAIL�D NOT SHOWN FOR CLARITY - CONCRETE(fc=3 kei LEn.) 8" Min.THICKNESS REO'D. `�� ":'�jGE(VSF••..•. _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zcne) WALL MOUNTING:MULLION ; = 44167 Cann TILTEco INCc'�Iatl11IS �A` POURED CONCRETE WALL * �[ SECTION W-4 RaUutg SBatterSystem 09/24/17 IL EC0INC* ATE INTERIOR WALL MOUNTED MULLION INSTALLATION * =�' P �w TILLT TESTING 3 EHGINEERNG COYP4Y EXPERT SHUTTER SERVICES INC. O _ ,'C \ av w�' ` txisb�+4-Iv v'u Paar S.W.w�EL 349984 m&wmREET N APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _''S�ONA1.�� '�� 'ALTER -CM O'o�lcom ` �,„9 a r�t„t,q„ a OPdRaY Na WALTER A.TkUf J'4 P.E. a SHEEf 13A OF a5 SCALE: 1/8"= t' P.E.SEAL/Srt�fAf E/DATE FLoaIOA uc.@ 44167 r>.r� 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.sl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT WIO STORM BARS SPAN"L"(11)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 Z•ENTER TO CHARTS (Ia, lb & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN M2" 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.sl);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',6'OR 7),AND DETERMINE MAXIMUM MULLION SP N(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(O,©, & ),MULLION TYPE& MULLION ORIENTATION. • ENTER AS.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 • FOLLOWINGIFIC PRODUCT DEFINITION FOR SLATING S SPAN SHALL BE CONSIDERED TION TYPE, DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CONCRETE OR A GIVEN MUWONILING TYPE(G0,@&WALL MOUNTINGS OF MULLIONS INTO LntAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"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/0 OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,AS-D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/ASD.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,1Z,B'OR 77,AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN 2.ENTER TABLE 1 ON SHEET22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MULLION TYPE&MULLION ORIENTATION. 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 CEILINGPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D_DESIGN PRESSURE RATING AND STORM BAR FOR A GIVEN MULLION TYPE(kg).`G ,,@&@)_ 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 STORM BAR SPACING. INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES_ v \\ •�3G~vs••,••• FLORIDA BUILDING CODE(Non High Velocity Hurricane Znne) • W.44167 02a1T TILTECO INC_ CIMM m.. * WNautilus Rolling Shutter System Ce 4Iz =�0'• W\\� TILLIT TESTH�G Ey/►EONcPcauvaNr EXPERT SHUTTER SERVICES INC, DIM • \ 6Y3 ra:,2ev.s,.,s,. ,.,,6 ti v,e. 1525 S.W_SLTMCRE STRM (Z' \\ .._lxs)m,-,vo. ,tmsuN-,m, 17-244- aC � \I t Pa.RT ST.LUCIE.FL 34984 s' 1 -At cu�o,mRom oatema uo �D1YAt E� (>�)T.•-056.Fes:t>r2)Wl� 11 VOLTER 0.TIL1R Jr.P,E. P.E. S�1`d.�.SI RE/QATE FLCRIDA Um SHEET a av 26 SLAT PERFORMANCE CHARTS Ia. Ib. Ib' &_ IC: (ONLY VALID FOR 1/2"SLIP) FOR AGIVEN A_S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O STORM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSBNE AND NEGATIVE A.S.D.LOAD USE MAXIMUM POSMVE A.S.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"a TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK Mm MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX., (FT) "LMAX." (FT) "LWY-' (FT) MEASURED TO BACK OF SLAT(in) DESIGN WALL TRWPED Sm BUIUILLCO--rrOur BUILD-air WALL TRAPPED 5UOUNT W/ WOU14T MOUNT giLLO-ourJ 6��1 WAU TRAPPED BURn-OVT IsMOUNT uln-Our W/O STORM BARS W/STORM BARS RATINUNI LIT �G SEC ka=# SEE I(OW SEE k= SEE N01F5# ySEE Iforis SEE NOTES# SEE NOTES# NSEE NOTES© SEEgE NOTES# SEE NOTES# 9 SEE ht7m NO 3 WIND4 ZONE NO 3 WW04 ONE 30.0 20'-0- 15'-4 20'-0' 20'-0' 20'-0' 15'-4- 20'-0' 18'-0" 20'-0' 15'-4' 18'-0' 15'-6' 1' 14 1/2 6" 7" 35.0 20'-0" 15'-Y 20'-0' 18'-0' 20'-O" 15'-0' 19'-0" 16'-3' 20'-0" 15'-0" 16'-3' 14'-0" 1' 14 1/2" 6' 7' 40.0 20'-0' 15'-2' 19'-7" 16'-6" 20'-D" 14'-5' 17'-4' 14'-10' 18'-11' 14'-5" 14'-10" 12'-9' 1' 14 1/2" 6" 7" 45.0 20'-0- 15'-0' 18'-0" 15'-3' 20'-0' 14'-2" 1W-O" 13'-9' 17'-4" 14'-2- 13'-9' 12'-0' 1' 14 1/2" 6' 7' 50.0 20'-0" 14'-10' 16'-9" 14'-2" 19'-1- 13'-1" 14'-10' 12'-10" 16"-2' 13'-1' 12'-9' 11'-0" i" 14 1/2- 6' 7' 55.0 20'-0' 14'-8" 15'-8" 13'-4" 17'-9" 12'-4" 13'-11" 12'-1' 15'-0' 12'-4' 12'-0" 10'-6' i' 14 1/2' 6" 7' 60.0 19'-5' 13'-9" T4•-9' 12'-7" 16'-9" 11'-8" IT-2" 11.-5. 14'-2' 11'-8' 1V-4' 10'-0' 1' 14 1/2" 6" 7' 65.0 18'-4- 12'-t l- 13'-11' 11'-1 i' 15'-9" 11'-0' 12'-5" 10'-11- 13'-4" 11'-0' 10'-10' 9'-6' 1' 14" 6' 7" 70A 17'-4" 12'-1' 13'-3" 1l'-4" 15'-0" 10'-6' 11'-10' 10'-4' 12'-9" 10'-6" 10'-4' 9'-0. 1' 13 1 2' 6" 7" 75.0 16'-6' ii'-7' 12'-7' 10'-10" 14'-3" 10'-01 1l'-4" W-11' 12'-0' W-0" 9'-10" W-SO" 1" 13 1/2- 6' 7' 80A W-9" 11'-0" 12'-0' 10'-5" 13'-7" 9'-5' 10-10 - 9'-7' -7' 9.-: 9'-3' 8'-6. 1' 13" 6" 7' 85.0 15'-0' 10'-6" ll'-7' 10'-0` 13'-0" S'-3' to'-5" 9'-3' ll'-Z' 9'-3" 9'-0. 6'-3' 1" 13" 6' 7' 90.0 14'-2" 10'-1' it•-2' 9'-8. 12'-6' 6'-10' 10'-1" W-11' 1Q'-9" 8'-10' W-10" 8'-0. 1' 12 1/2' 6' 7` 05.0 13'-5" 9'-8' 10'-9' 9'-4' 12'-0" 6'-5- 9'-9' e'-7" 10'-4' 8'-5' 8'-6" 7'-9' 1' 12 1/2- 6' 7" 100.0 12'-9' 9'-4' 10'-5" 9'-1" 11'-8' B'-4` 9'-5" 8'-4" 10'-0" 6'-4' 8'-3- 7'-6- t" 12" 6" 7" 105.0 IT-2" 9'-0" 10'-1' 8'-9' 1l'-3" 8'-0' 9'-2" 8'-2" 9'-8" 8'-0' 8'-0" 7'-4" 1' 11 1/2' 6' 7' 110.0 11'-7' B'-8' 9'-9' 8'-6" 10'-11' 7'-10" 8'-10" 7'-it' 9'-3" 7'-10' 7'-9' 7'-2- 1' 11 1/2' 6' 7' 115.0 1l'-t' 8'-5- 9'-6' 8'-4' 10'-7' 7'-8' 8'-8" 7'-8" 9'-0' 7'-8" T-8' 7'-0' 1' 11 1/2' 6- 7" 1ZO.Q 10'-8' 8'-T" 9'-3- 8'-2" 10'-3' 7'-5" 8'-5' 7'-6" B'-tt` r7'-G' -5" 7'-5' 6'-10" 1' 11" 6" 7" 125.0 4Q'-2' 7'-9' 9'-0" 7'-11" 10'-0" 7'-2' 8'-2- 7'-4- W-8' -2- 7'-3- 6'-8' 1' it' 6' 7` 130A 9'-10- T-fi` 8'-9' 7'-9" 9'-9' 7'-0' 8'-0" 7'-2" 8'-5` 7'-2' 6'-6" 1" 10 1/2" 6" 7" 135.0 9-57'-2- N7- 7'-7- 9-6 6'-10" 7'-10" 7'-l' 8'-2- -10" 7'-0' 6'-5. 1' 10 1/2" 6" 7" 140.0 9-1 6-T1 7'-5- 9'-1' - 7-8 6'-11 8-0. 6-10' 6'-4' 1 10 1/2" 6" 7' 145.0 W-10' T-3" 8'-10' - 7'-8'00A 8' ' 7'-2" 8-6 - 7'-4" - T-9 - - - i 10' 6" 7` 155.0 8'-3" 7'-0" 8'-3' - T-2 - T-7 - - - 1' To' 6" 7" 160.0 8'-O' 6'-10' 8'-0" - 7'-l' - 7'-5' - - - 1` 10" 6" 7 # NQom: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS + '" • ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT ++��,•(��A.J"//iT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT t. V •• . �/ SPAN AND A.S.D. DESIGN PRESSURE RATING. 11t .• E ✓,Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH \\ 9'„ ozm7 nLTEco INC. nrautirus °zA�+ 316.0 KWIK BOLT 3 ANCHOR OR 5/i6'o TAPCON XL ANCHOR, INTO $ a 406 Nautilus i L.C. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR Rol7iagShvttorSysMm 09/24/17 DATE WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR -�- IL EC O�y�. WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. G�O' Q'\\\ TILLR TESTING t ENG,NEERING COMPANY EXPERT SHUTTER SERVICES INC. .•••a:.a:a a:,sm are.rxc�a inns.n aT,ea 1626 S.W.BRiNORE STREET L ti,�b �\\ �.:noaa,_,m.r• :Exam,_w, 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE ? Ps ••........" ���ttt °m T. to 67m PORT ST.LlIC1E.FL 34984 - 7 LlteeoOcal.ccm pUri4tG H. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. / Fxo•� eoa)rn-ae.F,s:pre)ar+�so WALTFR A 11L1JT Jr.P.E. N"''• P.E.�/} f 1DATE FLO26A LT..0"167 m,aan /N SNCET/5 OF 28 MAX.ANCHOR'S SPACING SCHEDULE Va. FOR A GIVEN PRODUCT MOUNTING TYPE W1318°0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT ►tAt(.A.S.D. SLAT SPAN RANGE DESIGN ING 0'-4't > 4'-5't > 5'-6't > 8'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't PRESSURE RAT GE(p.a s 30.0 9" 9" 9" 9" 9" 9• >31-40 9" 9" 9' 9" 9" 9" >41-60 9" 9. 9" 9. 9" g" 7" 5 5/8" >61-60 9" 9" 9• 9" 9" 8" 5 5/8• 5 5/8' t—SP3AN—'T t NOTE, SLAT SPAN FOR A >S7—tos g• s" 9" 9. 6 1/2" 5 5/8' — C� GIVEN A.S.D. DESIGN >106-120 9" 9" s' 9" 8" 6' — — PRESSURE RATING SHALL >121-140 9• 9" 9" 8" 7" 6' - - NEVER EXCEED MAX SLAT SPAN INDICATED ON SLAT >141-1fi0 9" 9" 9" 7" 7• - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPED MOUNT MAX • SLAT SPAN RANGE DESIGN �p 0'-4.t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(P.a s 30.0 9' 9" 9" 9" 9• 9' 9" - >31-40 9" 9. 9. 9. 9. 9. 9. >41-60 9• 9" 9" 9" 9" 9' 7 1/2" - >61-80 9" 9• 9" 9" B" 8• - 81 IQ 1-1 >106-120 9• g" 9" 8 1/2" - >121-140 9" 9" 9" 7" - - - - >141-160 9• 9" 6' 6' 1 - - - - BUILD-OUT MOUNT UA)L ASM SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't A "G ILP.. O 0 O g O ® � O ® 0 0 ® @ O ® Q O@@ E E 9• 9" 9" 9" 9" 9" 9' 9" 9" 9" 9" 9" 9" 9' 9" 9' 9" 9" 7 3/4 7" 7" 5 5/8 >3t-40 9" 9' 9" 9" 9" 9" 9" 9' 9" 9" 9" 9. B" 9" 9• 9" 9" 9" 7' 7" 6" 5 5/8" 5 5/8" 5 5/8 >at-60 9" 9' 9" 9. 9" 9' g" 9" 9" 9" 9" 9• 9' 9" 7 1/2" 7 1/2" 6' 5 5/8" 5 5/8' 5 5/8 5 5/8" 5 5/8" - >61-60 4" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9• 9" 7" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8" - - - - >81-105 9" s" 9" 9" 91• 9" 9" 9" 9" 8" a" 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• 6 1/2" 6' 6" 5 5/8 5 5/8" 5 5/8' - - - - - - >121-140 9" 9" 9" 9" 9" 7 1/2 8' B' 6 1/2 8" 6" 6" 15 5/8. 5 5/8" 5 5/8 - I - - - - - - - - >141-160 9" 9' 9" 8" 8" 6" T 7' S 5/8 5 5/8" 5 5/8' E•Z - T/ \1\' f`,.• .../"J' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ' 02017 TiL.-ECD ecC. Nautilus CAN Dr.. N0.44167 4-_ ` HoHhegshullerSystem 08/24/17 �L E C Q INe. DATE ' DRAMIM N. .' Ij ` T LUT TESTING h ENGINEERING COMPANY EXPERT SHUTTER•SERVICES INC. 17-244 0^ "f 1626 S.N.EILTJORE SIREEf =�A• 0 '• \ Fl..e.c(`mp71-Ism.�o:ryslell-191 PORT ST.LUCIE.FL 34964 RID . \\\ e- a..tlR emOaal.cun FINVE:(e00)7.9-Sd•8.FAT:(772)tAt-0990 S/ .4.�\ 1 W-0006719 +. HALTER A TRLIT Jr.PE �E��S 1 'DATE FLORIDA�d 44167 A./ SNEER 16 CF26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"O TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT MAXAAJM Asa, SLAT SPAN RANGE DOWN PFAIM FESSUM0'-4't > 4'-5't > 5'-6't > 6'-Y t > 7'-9't > 9'-12't > 12'-16't > 16'-20't RmaEEfol) s 30.0 8" 8• g" 8^ 8° 8' 7 1/2" 5 1/2' >31-40 g" g" S. 8^ 8" 8" C 4„ >41-60 B. 8" 8' 8" 8' 6" 4' 3 3/4" t NO,fE: >61-aD g^ 8" a" g^ 7^ 4 1/2" 3 3/4" - SLAT MAX. SLAT SPAN FOR A >81-10s e" e' e' 6 1/2" 5" 3 3/4' 3 3/4" - t"—SPAN--y GIVEN A.S.D. DESIGN LOAD >106-120 g' 8" g" 5 1/2' 4 1/2" 3 3/4" - _ SHALL NEVER EXCEED MAX. >121-140 SLAT SPAN INDICATED ON 8' 7 1/2° 6' 4 1/2" 4" 3 3/4' - - SLAT PERFORMANCE CHART >ut-1sD 8" 6' S° 4" 4' - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT A.W.MAXIM SLAT SPAN RANGE 1 T1ES1?I 0°-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20•t RANGE(P� s 30.0 6" 6" 6" 6" 6' 6" 5 1/2" >31-40 6" 6" 6' 6' 6' 6' 5 1/2- 4 1/2° >41-60 6" 6" 6" 6' 6" 5 1/2" 4' 4" >61-80 6" 6" 6" 6" 6" 4• 4" _ >91-105 6" 6" 6" 1 6" 4 3/4° 3 3/4" 3 3/4" - >1a6-120 6" 6" 6" 5' 4" 3 3/4" - _ >121-140 6' 6" 5 3/4i 4' 3 3/4' 3 3/4' - >141-160 6" �6' S' 3 3/4" 3 3/4' BUILD-OUT MOUNT MAXIM SLAT SPAN RANGE omm PRESStI'1£i 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't RAN 1) EO E E E EO O EO E� E© ® E E ® e Q ® E ff E s 30.0 6" 6" 6° 6" 6" 6" 6" _ 6^ g" 6= 6" 6• 6' 6" 6' 6" 6" 6" 5 1/2" 5 1/2' 4 1/2" 4^ 4' 3 3/4" >37-40 6' 6' 6' 6" 6" 6" 6" 6" 6" 6" 6' 6' 6' 6° 6° 6" 6" 5' 4" 4' 3 3/4" 3 3/4" 3 3/4' 3 3/4' >41-60 6" 6" 6° 6' 6" 6" 6' 6' 6' 6' 6' 6" 6" 6" 6' 4° 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4" - - >61-80 6" 6" 6' 6' 6. 6' 6" 5 1/2 6" 6" 5" 5' 5' 4' 3 3/4' 3 3/4" - 3 3/4' >at-105 6' 6" 6" 6" 6" 6" 6" 5 3 4 4 1/2" 4 1/2' 3 3/4' 3 3/4' 3 3/4" 3 3/4" 3 3/4' 3 3/4" L 06-120 6" 6" __6" 6" __6" 5 1/2 5 3/4° 5 3/4" 4 1/2_ 4 1/2 4 1/2' 3 3/4-3 3/4" 3 3/4" 3 3/4" zt-uo 6" 6` 6' S" 5" 4. 4 3/4' 4 3/4' 3 3/4 4 1 2`4 1� 3 3/4 3 3/4" 3,3/R'....- 4T-160 6" 6" 5° 4 1/2 4 1/2" 3 3 4 4' 4' - 4' 4" - 3 3/11' �\ .•',1C�• '�" FLORIDA BUILDING CODE(Non High Ve)=ity Surrieone ZGne) >� 44167 i % �2G17 TL�GG�G. Nautilus °W� 11L ECOIhc. Rolling ShvtterSystem 08/24/17 o 'O EXPERT SHUTTER SERVICES INC. 0A7F I /� \ TIL11T TESTING 8 ENGINEERING CONPANT ��\n•••' �V�\\ °' KR'W'�s^�'^Z ^�'^ rt arlee 1626 S.W.BILTUORE STREET ff/�-'•.I D..••'\—fit-1111\ P,sro,(�o57er u ."rom 7eT1-tint PoRi ST.LUCIE,FL 74994 17-244 �� NAL E�6 r1t rm"E3-DG06719 FKI' (9C0)749-9G54.To:(7n)671- 0 jXuW lc M. '1 VIALTER A.TILLIT Jr.P.E. P.E.S (Ae&/69 URE/DATE FLORCA lT d u167 wD 1am SHEET 17 GF25 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,AS.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX • SLAT SPAN RANGE DESIGN PRESSURE RATM 0'-4•t > 4•-5•t > 5•-6't > 6'-7't > 7•-9't > 9'-12't > 12'-16't > t fi'-20't RANGE(p-1.) 5 30.0 a" 8" a- e• e` fi• 4 1/2' >31-40 8" e" B. B. 8" .7" 4 1/2" - >41-60 8` 8" 8' 8" 8" 4 1/2' - >61-80 g" 8" 7 t 2 7" 5 1/2° - - - MAX. SLAT SPAN FOR A >E1-105 B" 8' 7 1/2" 5' 4" - - - E--SPAT---I GN" A.S.D. DESIGN >106-120 B. 7 1/2' 6• 4" - - - - PRESSURE RATING SHALL >121-140 - _ _ C--D NEVER EXCEED MAX. SLAT 8' 6" 5• - - SPAN INDICATED ON SLAT >141-160 7• S. 4• _ _ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX ASD DESFGN SLAT SPAN RANGE PRESSURE 0•-4't > 4'-W t > 5'-6't > 6'-7't > 7•-9't > 9'-12't > 12'-16't > 16'-20't RANGE(sW.) s 30.0 6" 5' 6• 6" 6• 6• 6• - >31-40 6' 6" 6" 6" 6" 6` 4 1/2° - >41-60 6" 6" 61 6" 6" 4 1/2' - >61-60 6" 6' 6' 6` 5" 1 4 1/2' - - >61-105 6• 6" 6" 4 1/2' 4 1/2" >106-120 6• 6' 5 1/2" 4` 4 1/2" - - >121-140 6' 5" 4 1/2" 3 3/4' >141-160 6• 5• 4" BUIL2 OUT MOUNT RAFTIDESIGN SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5•t >5•-6't > 6'-7't > 7'-9't > 9'-F2't > 12'-16't > 16'-20't E ® E E E E E EO � E E E E E QE ® E EO E© NG 6" 6' 6" 6' 6" fi` 6" 6" 6" 6" 6• fi" 6" 6` 6" 6" 6" 5 1/2" 4• 4 1/2" 6' 6" 6' 6" 6" 6• 6" 6" 6" 6" 6° 6" 6" 6° 6` 5 1/2• 5" 4" - 4` 6" 6" 6" 6" 6" 6" 5 1/2' 5 1/2' 6° 6" 6" fi" 6" 5 1/2" 4 1/2 _ _ _ 3 3/4'• _ _ _ _ 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" >E)-105 6` 6" 6' 6' 5 1/2 5 1/2" 5 1/2' 4 1/2 3 3/4" 3 3/4' - >106-120 6• 6" 6" 5 1/2` 4 1/2 4 1/2 4 1/2° 3 3/4 - - _ >t2t-ta0 6" 6" 5 1/2 4" 4` - 3 3/4i 3 3 4" - >1at-16o 5" 5" 4" �/1,,��•""•••��•••'•.'� = RDRIOA BUILDING CODE(Non trgh Velocity Hurricane Zone) C 2017 TL:ECO 94c. *;- No.¢4rs� ' Nautilus "LC. IL ECOINC. RolltngSLaaerSpstem ceDATE n �p:• = TLLIT TESTING B ENGINEERING CONPANT EXPERT SHUTTER SERVICES INC. �� 1626 SW.EtLRIORE STREET �Pn'•• RIDP,:'L4Gr nas>eT,_,am. :<bsm,_,sT, PORT ST.LUCE.FL.34964 i7-244 v �v ` ` ®-0006719LeO`" P Q(M)749-0056.FM-(772)WI-0990 w•La Taur dr.P.E. w�,e, w,< Q7E S 1,1, /DATE FLORIDAnR u�B 4416� •9,>b„ m m sNEET IS oFx SCHEDULE VC: Vx FORCES(LbIFT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) Mmmum SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (asf) Vx Vy Vx I 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 1 360 1695 1 480 2422 1 600 2547 596 >81-105 123 210 1 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 1 781 320 1186 400 1322 1 480 1873 560 1 1740 640 — — — — — — SLAT SPAN -1 *NOTE; AT SL SPAN DEFINITION R"SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS, SEETHISSHEET FORVxi£VyVALUES. V!T� VXy SIDE RAIL_I� 'L I—J—L�— P��R ` C11 Vy 11V^G/~'Sy� FLORIDA BUILDING CODE(Non Wqh Velocity Hurricane Zone) f+la.441 rT 1 G 2017 TLTECO UCC. Nautilus I y LG R Rofltr7gShuKerSyalem. rs/as/n L E C O 1pc. EXPERT SHUTTER SERVICES INC. t�.TE TILLrr TESTING k ENGINEERING COYP4NY �-ZQC'f 7626 S.W.ELT1dGiE STREET 17-244 �C`P (7-... [�� 1\\ ww.:tzsleT,_,5m.o.:(xala7,_,sT, PoRr ST.Lum FL 74984 S�OHAIti���I\1 ' �EBLGOOG7tB cam PMOv(?M)749-99_6.FM (m)B7,U9;0 GRA7ml7a xo /.r4�t� 1ALTER a T0.UT tr.P.E, P,E,SEAL/SIGC,1L A DATE FLOPoGA Dc.®44167 rum ¢c SHEET t9 diffi SLAT PERFORMANCE CHART jb 1 & JCL: (ONLY VALID FOR 1/2"SLIP) SLAT PERFORMANCE CHART Ijb 1 & II01: (ONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.f),SLAT SLIP 11W AND FOR A GIVEN MWAUM AS-D.DESIGN PRESSURE RATING(p. QAND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXa1Uh A.STALLATION PRES WfO SURE RATING PER DETAILSHUTTER BELOW MOUNT CONDITION FOR SHUTTER MOUNTING TYPE PERLIMITATIONSFORDFRAM ON ES WALLS W/2'X4"STUDS, INSTALLATIONS WO STORM BARS PER DETAIL2 BELOW USE R/ CHART IIb 1 USE W/ CHART IIC 1 USE L QWA WM SERIM POOM AND KWK LSD I= I--"mm CHART Ibi mi CHART ICI Og mum VUE BETWEEN�AID!BONE A en L0A0 USE WAVY WLE Bemm pomm:AM 1EwK ASA LOAD ukxmm UNI,SLAT SPAN � 7D GLASS MEMOD TO USE VAXW9 POSrrrE LS'd 5J76'O TAPCON XL ANCHOR USE W)MIUM POSITIVE AS:D. WOOD GRADE L1�ESi1 Luw(R) t•(FQ B47t OF SAT m 5/16'O TAPCON XL ANCHOR MIN.SLAT LOAD VALUE MIN.SLAT LOAD VALUE OSSPAN WMAIULrt E w."eaa-on W 0 STORY BARS SPAN .. MAX.SLAT SPAN 'LYIN•' REQUHtED MN.Sd?PARA110N 10 ML10MAl REQUIRED VAX.IS SPAN 'LL(IN.' Rf01I6LFD Lte(.SEPARgpN TO �'Q noL a- WIND WtD4MtE mtm '(ft) 00 MESUR D TO PACT(OF SLAT(la) � LMw((t) ((q �F1m L TO BaDu of SI/1T Qa) SOUTHERN PINE 12(G=0.55) 60. 4'-5- iDEM. {WALLY "w/ eUaO-oUTW/ �I tY/O STORM EARS pgpq yggiT yogpQ w/ Y w/PR DU&D-OLrr SIT W 0 STORM BARS DOUGIAS-FIR-SOUTH(G=0.46) 60 4'-5' V-5' 0'-0' RATM Nw'A�-OUT~'�°-O� WuiD ZONES WIND ZONE (o>O �2 M4ID ZOt1E5 WWD ZONE lsE�Nartse) I arts6 (s1E NXM_ to 4 lsEnaDse>(�1m¢e Nortse 6 i-3 4 oPdl10EPINE-RR-SRH(G=036 sD a'-s' a'-s 30.0• IO'-O' 10'-0' IO'-0' 8'-1- 1' 1 8 1/2" 30.0• B'-3" 8'-3' 8'^3" 7'^7' 1' B 1/8' B i 2" 35.0 w 7'-9' 7'-9' 7'-9" 7'-3' 1' a 1/8' 40.0 a 10'-0' 10'-O' 10'-0" 7-5' 1' B t 2- 40,0 a 7'-7' 7'-7- '7'-7' 7'-0" 1' 8 1 4s.0 m to'-o' to'-o' 10'-0' 7'-2' t" B f 2- 45.0�« 7' 4• T-a" 7'-a' fi'-s' 1' a 1/e" Yn W.0— 10'-0" 10'-0' f0'-0. 7'-0' 1• B t 2- $0.0— 7'-3' 5$.0^' IO'-0' 10'-0" 10'-0' 6'-9' 1' E t 2' 55.0 m 7'-3' 7'-3' 7'^3" 6'-4' t' 8 i B' _--- - --- 60.0'" 10'-0' 10'-0' 10'-0' 6'-9" t" B 1 2' 60.0 T-3' 8 1/8 ' - SLAT PERFORMANCE CHART UJI;(ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART ly:(LESS THAN 1/8-SLIP) FOR A GIVEN 6IAMMUMA.B.D.DESIGN PRESSURE RATING(p.&q AND SHUTTER MOUNT CONDITION FOR FORA GIVEN ASD.DESIGN LOUD(p.a0,SHUTTER MOUNT CONDITION INCLUDING I, 1 INSTALLATIONS VCO STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW 3� •`o SLAT SPAN DEFINITION CHART IIIbI II�i/ CHART IIICI 5116"OTAPCONXLANCHOR i 114'-e 7/4•MR,i USE WA M WL E B ION MMK Ra IRATE 4e"LMD USE MAXLW POSD4E A.S.O. i i;MAILS?MR•I,j USE MA>aAnrM wtuF sETWEat(AOSRIYE 11sE w1aMUM 4•-r Ice I. 5/16'6TAPCONXLANCHOR MIN.SLAT WAD VALUE AND NEGATIVE ASD.LOAD ASD.LOAD VALUE •F•: GLD04T m i y i IC,Y1 tf i S SPAN YA><.SLAT LRL SLAT (gt � :..IruL 5L+ae X. 1J1T SPAN WIN-' SPAN SPAN MA ro G1A'.:4 IEl9tffD m TtFAUi®MIN.S:PAP70ION TO 67/LSS 'LIAW(FT 'LMW(FT) PActt OF f K 01) MA)TI 'LASP. M�'(FT) (tt) maim To PALL(OF SAT C.) DESIGN � `t/2'PLYWOOD A\D M t WAD.,TRAPPED VWJ.1%FYeT1 Yn (2)2'x4"VAr o Si11OS p�gyE BALL BUDD-ouT tri1s0-DUTMRD� W 0 STORM 8IR5 (� t tN1D-oUT a BUnO-art W/o STORM BARS (rm EACH SCE.EEYM)t PAT40 {IaLYt W/ W9 W/ WIND ZONES WIND ZONE MND ZON %WD ZONE cod) (sFE Im1se)�IalEse) csPE IrnPse) �°�a t-3 4 sr Norm• Sm nmes• I-3 4 DETAIL l(ELEVATION) 30.0• 7'-6' 7'-6• 7"-6' 6'-7' �I' E 30.0• 6'-6. 35.0" 7'-2' 7'-2' 7'-2' 6'-4' L33.0- 6'-3- .0^ 6'-9' 6'-9' 6'-9' 6-t 6'-0" A�{Q6-8' ' ' ' ' S' 11' 5'-10' D'-0 5'-s" iABOVEINDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 6'-3" E'-3' 6'-3' S'-T t B 1/8' 5'-7- ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 6'-1' 6'-1' S'-5" 1' 8 1 B" 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A-S.D. DESIGN LOAD. m MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF Vpyp FOR D011G1AS{IR-SOUTH((t p•46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER t— -- ' SOUIt}M FINE#2(G-.55) SIDE OF OPENING SHALL BE 33". sAr SPRUCE PINE-FIR-SOH(GtO.W) VAUD FOR DO(1gAS-BR SOUTH(00.46) i I SOUItkM RNE#2(G=0.55) ,,•` •/ i i s < SLAT SPAN DEFlNITION a.VALID FOR SOUTF4>iN l ` ).-- fG'-I j/4• W 3 FLORIOA BUILDING CODE(Non High Vetoc�Hurricane Zone) FOR 10'-T FOR BDUL Dr ,;' 02a,7 T2TEca INC. Nautilus (�BY: NNC PPEN'4G,6IDTf( "g q INSTALLATION INTO WOOD FRAME STRUCTURES ` f ` No.44167 •• RoH1ngShW1erSys(em W/24/17 IL EC O Er+G. EXPERT SHUTTER SERVICES INC. cm O �' TILER TESTING 4 ENGINEERING COMPANY '•\`..- / 4{A \ eA:s NM,.tt,.s.sr�314`eae w wsms.rt xl�ea 1626 S.W.BLL410RE STREET 17-244 �\\\\\\\\\\\\\\\\\: 1/2-PLYWOOD Ptd1 �1 �' E\\ cr'ea:(�rs7®1-um.ry:pmlen-,Sn PoRf ST.LUGE.R 349g4 Yn (2)Yx6'YAW 5tLO5 �'., ���C? IE\ e-m.Ee�uoosocd. DRAwvw No FNOt�(ea0)lt9-S0.'8.FAY:(77l)ell-a990 (IYP.FA04 SIDE,BEYOND)1 - ��FL-*t WAL71R A TRUT 4-PE ''OY 26 DETAIL 2(ELEVATION) e:E. SFALjSIGN/¢,UF(E/DATE FLOW A Lie.4 44167 nvR m sxEET zn m MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE,_ A.S.D_. DESIGN LOAD(psf)AND SLAT SPAN RAN3E WALL MOUNT&BUILD-OUT MOUNT TO ZW"WOOD STUD WALL MOUNT TO 2"XIS"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) WAXOM AAM DCX+IdAmm SLAT SPAN(MICE SLAT SPAN RANGE WOOD GRADE WOOD GRADE PINIMMd1/4- &0 C-T to 4-85 30.0 6" 5 30.0 6" 6" 6" 6" 6SOUTHERN PINE #2 40 6` SOUTHERN PINE #2 40 6" s° 6" 4 3/4"(G=0.55) 50 6" (G=0.55) 50 6" 6" 6° 4 3/4" 3 1/2. 60 6" 60 6" 6" 5 3/4" 3 3/4" 3`DOUGL.AS-FIR-SOUTH s 30.0 6` DOUGLAS-FIR-SOUTH s 30.0 6' 6` 6" 6" 6" (G=OA6) 40 6" (G=0.46) 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4" SPR1lCE PINE-FIR-SOUTH s 30.0 6' SPRUCE PINE-FIR-SOUTH 5 30.0 6" 6" 6" 6" 6" 5 1/4" G-=0.36 G=0.36 BUILD-OUT MOUNT TO ZW"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) uAswa SLAT SPAN RANGE A.SWOOD GRADE Pas= OP-4` >a'-5" >5-5' >s'-7' >7-5 Y >5-10' �°� WlHT Y YOIPIT Y E IIa11HT Y IBIM Y YOIMT Y {!]lL•R Y YR1NF Y E F531/4' 5 30.0 6" 6' 6" 6' 6" 6" 6" 6" 6° 6" 6°SOUTHERN PINE j2 40 6" 6" 6" 6` 6" 6" 6"' 6" 6" 5 1/4` 5 1/4"(G=0.55) 50 6" 6" 6" 6. 6" 6" 6" 5 1/4" 5 1/4" 4" 4"606" 6" 6" 6` " " 5 3/4" 4" 4" 3" 3` DOUGLAS-FIR-SOUTH 5 30'0 6" 6" 6" 6` 6" 6' 6" 6" 5" 6" 6' (G=0.46) 4G 6" 6" 6° 6 6 6" 5 1/2` 5 1/2" 5 1/2' 4 1/2" 4 1/2` SPRUCE PINE s 30.0 6" 6` 6" fi° 6" 6" 6` 6° 6" 1 6" 5 1/4' 5" G=0.36 Era.ri`` * iSPAN FOR SLAT FOR A , °••vC��d��'�� FLORIDA BUILDPIG CODE(Non High Velocity Hurticane Zone) ��,, GIVEN A.S.D. DESIGN LOAD : C2017 TiLTECO Me. *+ SHALL NEVER EXCEED MAX. '¢��67Nautilus L.C. SLAT SPAN INDICATED ON qK1 RallingShuttarSy— ca~7 SLAT PERFORMANCE CHARTS IL EC O mc. a>t ON 20 SHEET. ' L� TILUT TEsnnc h ENGNEERING CUYPAHT EXPERT SHUTTER SERVICES INC. 1626 S.W.6RRJOR£STREET 17-244 ,C 1l tw+:(xslmt-tsm.ro:(xe7eTt-tsst PORT ST.LLC FL 349E4 aiG�� < c , e-m t NI"ee0"sl.ttm IF ORAW N" ^�� Q 4 1�1 Ee-CO06719 (ROo)74s-spec.Ouc(nz)e71-0623 WALTFR A TUrr 4P.E. P.E.S TURF/DATE FLOR DA Ll.#44157 1m tsars a ¢r. SHEET 21 OF 26 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)WaMUM ** D. STORM BAR SPACING (FT) DESIGN PRESSURE RATING . 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' s 30.0 11'-0" 11'-0" 11'-0" 11 -0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" I THIS REGION IS ONLY VAUD FOR INSTAUATIONS 35.0 11'-0" 11.-0 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 1 1'-0" i l'-0" W-0" i 1'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11,-0" 45.0 11'-0" 11'-O" 11'-0" t 1'-0" 11'-0" W-0" W-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" W-0" 11'-0" W-0" 11'-0" 11'-0" 11'-0" * THIS REGION IS ONLY VAUD FOR INSTALLATIONS 55.0 11'-0" 11,-0" 11'-0" 11-0" 11'-0" 11,-0'1 11,-0" 11'-0" 11-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 11'-01. 11'-0" 11'-0" 1 t'-0" 11'-0" 11'-0" 65.0 11'-0" 11'-0" 11'-0 " "11'-0" 11'-0 11'-0" 11'-O 11'-0" 11.-011 * - 70.0 11'-0" 11'-0" 11'-0" l t'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" 75.0 11'-0" 11'-0" 11'-0" 11'-01. t l'-0" t 1'-O" 11'-0" 11'-0" * - 80.0 11'-0" 11'-0" 11'-0" 11'-0" i l'-0" 11'-0" I V-0" 10'-10" * - - 85.0 11'-0. 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 90.0 11'-0" 11'-0" W-0" 11'-0" 11'-0" 11'-0" - - - - 95.0 11'-0" 11'-0" 11,-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" W-0" - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" W-10" - - - - - 115.0 11'-0" 11,-0" 11'-0" 11'-0" - - - - - - 120.0 11'-0" 11'-0" 1l'-0" 125.0 11'-0" 11'-0" 11'-0" 10-10" - - - - - - 130.0 11'-O" 11'-0" 11'-0" - 135.0 l t'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - -_ 145.0 11'-0" 1l'-0" 10'-11" - - - - - - - 150.0 11'-0" 11'-0" - 155.0 1l'-O" 11'-0" - - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - �a r�7." MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN _ ,1'�'P •'••... FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ** � _ FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. 02017 MTECG INC. Cam+In: No.aa1s� Nautilus RolliagSht:HerSys(em 0e/z4/17 IL E TILL C O me EXPERT SHUTTER SERVICES INC. DATE TESTING a ENGINEERWG COMPANY a v ffs n MI. 1626 S.W.ELPAORE STREET 17-244 (]p74T,-IM .•LxnW)t-t3T, ���(• ,i "- PORT ST.WCIE,FL M)B - ��•• •'��i 1`I ma E6-00067t9L�" PH"xr•(800)7�9-00'.6.iAY:(7T2)B7t-OB90 ORALnitG H. + ••••• I HALTER A TILLIf.r.P.E. P.E.''9r+91•L�` ]}10./DATE FEORIDA V.�u167 SHEET 2z 26 TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f_),&STORM BAR SPACING (ft) SECTION SIS1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q,&STORM BAR SPACING (11) STORM BAR SPACING"a"(FT) STORM BAR SPACING"a"(Fr) P Ft (,0 2' 2.667' 3' 3.5' 4' 4.5' 5' S.5' 6' 6467' � 2' 2.667' 3' 3.5' V 4.5' 5' 5.5' 6' 6.667' t 30A AB,C.D 0.B D 0.B.C.D A,B,C,D 0.8.0 D 0.B,C,0 AB,C,D A.B,C,D 0.8,C,D 0.B C D 50.0 A B,C D AB C D AB C D AB C,D A,B C 0 A B,C,D BCD B,C A C B.0 3&0 0.B.C.D AB,C,D A B,C,D 0.B,C,D AB,C,O 0.B.C,0_ 0.B.C,D A B C 0 B C_� B,C D 33.0 A.B,C.D AB.C,D A.B,C D A,B,C D AB.C,D 0.B.0 A.B.0 AB,C AB A 40.0 AB.C.D A.B.C,D AB,C,D A.B,C.D AB.C.D AB,C,D A.B.C,D AB C D �A B C,D___ A.B,C,D 40.0 0.B,C.D 0.B,C,D AB.C.D A,B,C,D A.B.0 A,S,C A,B.0 A A A 45.0 BCD A E C D 0.B C D C.D 8 C,D 0.B.C.0 AB.C,D ".CD AB.C,D A.B.0 45.0 A.B C D A.B C,D A,B.C.D A.B.0 A.B.0 A.B.0 A A A A 50.0 AB,C.D AE,C,D AB,C,D AB.C.D 0.B.C,0 AB.C,D AB,C.D A8,C.D AB.C.D A,B.0 50.0 AB.C.D A,B.C,D AB.C,D AB.0 A.B,C A A A A A 3&0 B,C D A,E,C.D AB.C.D AB,C,D AB.C,D AB C.D AB,C D AB.C,D AB,C AB,C 55.0 AB C.D A,B,C,D ABC A,B,C A A A A A A 60.0 0.8.C,D AE.C,D 0.9.C,D AB.C.D A.B.C,D AB.C.D AB,C,D AB.0 A.B,C 0.B•C 60.0 0.8.C.D AB.0 AB.0 A,B A A A A A A 85.0 A.B,C.D A.E,C.D A9.C.D A9,C.0 0.B.C.D A.B C.D ABC A.B.0 A8.0 AB 65.0 0.B,C,D A.B.0 B,C A A A A A A A 70,0 9,C,0 E C D BC D A,B.C,D A,B,C.O AB.0 A.B.0 A.B.0 A.8 A 70.0 A.B,C,D 0.B C A B A A A A A A - 75.0 AB.C.D AE C,D A,B,C,D AB C,D B,C.D A.B.0 B.0 A A A 75.0 &B,C,D 0. C A A A A A A - - 90.0 AB,C,D A,E.C.D AB,C,D AB.C,D A.B.0 A.B,C A9.0 A A A 90.0 A,B C A8 A A A A A - - - 650 A,B,C.D A.B. D A C.D 0.B.C.0 B C A.B.0 0.B A A A 85.0 ABC A A A A A A - - 90.0 A.B,C,D A.B.C,D A.B.C,D A.B.0 A.B.0 A.B.0 A A A A 90.0 0.B,C A A A A A - - - - 95.0 A,B,C,D A,B.C,D A.B.C.D A.B.0 A.B.0 0.8 A A A A 95.0 0.8,C A A A A A - - - - t00A AB,C,D A,B,C,D AB.0 D 0.B,C 0.8,C A A A A A t00.0 AB,C A A A A - - - - 105.0 AB,C.D 0.B.GD 0.B,C A.B.0 0.B A A A A A t05.0 AB A A A A - - - - 1f0.0 AB,C.D BCD A.B.0 AB,C 0. A A A A A "0.0 A A A A - - - - - 115.0 0.6C0 S,CD AB,C 0.B.0 A A A A A A t15.0 A A A A - - - - 120.0 ".CD &B,C A.B.0 AB A A A A A A 120.0 A A A A - - - - - 125.0 A,B.C,D B,C A.B.0 A A A A A A A 125.0 A A A - - - - - - 130.0 A,8 C.0 B C A.B.0 A A A A A A A t30A A A A - - - - - - 135.0 A,B.0 D B C AB.0 A A A A A A - 139.0 A A A - - - - - - 140.0 A,B,C D B C A B A A A A A A - 140.0 A A A - - - - - - - 145A AB.C,D A,B,C 0.8 A A A A A A - 145.0 A A A - - - - - - - 150.0 A.B.C.D AB,C A A A A A A - - t50.0 A A - - - - - - - - 155.0 AB.0 A,B A A A A A A - - 155,0 A A - - - - - - - - 160.0 ABC I AB A I A I A I A A - - - 160.0 A A - - - - - - ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK BOLT TZ D(PANSION ANCHOR W/ 2 1/2' Min, EMBEDMENT*& 5' Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"..1 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4"Min_ EMBEDMENT*TO POURED CONCRETE(f c = 3000 psi) &3/8"0-16 MACHINE SCREWS r� C i/4"ox3/4"ALL POINTS SOLID-SET ANCHORS W/ 7/8"Min. EMBEDMENT*TO \�`�� � •. POURED CONCRETE (f'e = 3000 psi) & \\\ •''•�fj�f•'':•. 1/4"o-20, 18-8 STAINLESS STEEL MACHINE \\ ►r FLORIDA BUILDING CODE (Non Wgh Veloaty Hurr(cane Zone) SCREWS ` ,j •4416 C2017 11LTECO INC. • D 5/16"e kTW/BUIIDIX TAPCON ANCHORS W/ C 7f Nautilus LI �" 2 1/4" Min. EMBEDMENT*TO POURED -- . //�� mnUingSbntterSystem �DATETT CONCRETE (Vc = 2699 psi) 'IN E V C tNC. 't�.•. �� \� TIILlT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. .-.n;.� r,.oar,s.n s:ee (Gt6 S.W.9LTy0RE STREET 17-244. Gas)en-ISu.rc.:poSHTI-ISTt PORE ST.WCIE,Ft..34984 * EMBEDMENi IS BEYOND ANY FLOOR/CEILING FINISH NAL�t�6�,lek` a�EBLT0006719 e� rNaw I=)us-=6.ra pT:1 ni-cSao em ' WAITER ti TqU(Jr.P.E. cuc P.E.S' Sf� RE/DATE FLORIDA+r./t4167 n SNEEr 23 Or 26 SCHEDULEla SCHEDULE2a 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.sl),& A MAX.MULLION DESIGN PRESSURE RATING(P-S. .) & A MAX.MULLION SPACING(FT)` SPACING(ft)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) 0�i ©MAXIMUM4"x67(1/4'MULLION Gt 4'kB"x1/4"MULLION O4'x7'x1(4'THICK(318'FLANGEIMULLION ©4'k65c1/4'MULLION G1 4'XSW4°MULLION G2 4k7k114'THICK pRfyt� SPACING 'FlANGE)MULLION 5PAC84fi RA71N0 pJJm (F� ORI?RATSON�1 (�) ORIENTATION#2 O ORIENTATION t �) ORIUMAMON J2(0) ORIENTATION qt ORIENNTATION}2((]) (P•4•t•) (� ORI[2NTATION/1 ORIENTATON 2(9) ORIENTATION 1 ) ORIENTATON#2(a) ORIENTA110N;2(G) Q10 INTERIOR END INTERIOR END IFRERIOR END INTERIOR END END INTERIOR ENO INTERIOR END IN7ER'AR END INTERIOR END INTERIOR END INTERIOR 30A 20'-O' Y-SO" 9'-8' 7'-3' 12'-0" T-4" 10'-7' 8'-0' 12'-6' 9'-8' 7'-6' 12'-8' no 20'-0" 7'-10" 9'-8" 7'-3" t2'-0' 9'-<' 10'-7' 8'-0" 12'-6' 7'-5' 12'-6" 310 20'-O' 7'-4' 9'-J' 6'-9' 11'-5' 8'-8• 10'-0' 7'-J' 12'-6' B'-tl' 6'-71' 12'-8' 35A 20'-0' 7'-4' 9'-J' 6'-9" 11'-5' 8'-6" 1O'-0' 7'-7' 12'-6' 6'-11' 12'-6' 40.0 20'-0' 6'-10' 8'-10' 6'-4" 10'-11' 8'-1' 9'-7' 7'-3' 12'-6' 8'-5' 6'-6' 12'-6' 40.0 20'-0' 6'-10' 8'-10' 8'-4' 10'-11' B'-1' 9'-7' Y-0' 12'-6' 6'-B' 12'-6' 4SA 20'-0' 6'-8' 8'-6' 8'-6' O-6' 7'-8• 9'-3' 6'-11' 12'-6' 7'-t 1' 6'-2' 12'-6' 45.0 20'-0' 6'-6' 8'-6' 6'-6' S0'-6' 7'-8' 9'-3° 6'-11' 12'-6' 6'-2° 12'-6' 4&0 20'-0' 6'-2- 8'-2' 6'-0' 9'-I t' 7'-4' 8'-t 1' 6'-7' 12'-6' 7'-4' S'-11' 12'-8" no 20'-0' 6'-2' 8'-2' 6'-0' 10'-2' 7'-4' 8'-11' 5'-3' 12'-6' 5'-11' 12'-6' MO 20'-o' S'-it' 7'-it' S'-9' 9'-0' V-8' 8'-7' 6'-3' 12'-4' 8'-8° 5'-7' 12'-6' 0.10 20'-0' 5'-11" 7'-1 t' 5'-9 9'-10' 7'-0' 8'-7' t'-10" 12'-4• 5'-7' t2'-6' �.O 19'-5" 5'-@' 7'-9' S'-B" 8'-6' 8"-4' B'-6' 6'-2' 12'-0' 6'-<" 5'-6' 12'-6' no 19'-5' S'-9' 7'-9' S'-8' 9'-8' 6'-70' 8'-6' 4'-8' 12'-0' S'-6' 12'-6' 65.0 16'-4 Y-9 Y-9' V-4" 8'-4' 6'-4' 8•-4- 6'-2 it'-10' 6'-4' S'-6 12'-8° 65A 18'-4' 5'-9 7'-9' 5'-4' 9'-7' 6'-10' 8'-5' 4'-8" 11-10' 70A 1T-C 5'-9' 7"-8' 5'-4' e'-2' fi'-3' 8'-2" 6'-2' IV-9' 6'-3" 5'-6 12'-6' 70.0 17'-4' S'-9' T-8' 5-4' 9'-6' 6•-10° 8'-4' 4'-8' tt'-9' S'-6 12'-6' 75.0 18'-6' 5'-9' Y-7' S-4' 8'-0' 6'-3' 8'-0' 8'-2' 11'-7' 6'-3' S'-e 12'-5' 75.0 io-6' T-9" 7'-7' 5'-<' 9'-5' 6'-10" 8'-3' 4'-8' 1V-7' 5'-6 12'-0' N 15-9 5'-9' Y-7° 5'-4' 7'-10' 6'-3' Y-10' 6'-2' 11'-6' 6'-3' 5'-6 12'-4' no 15'-9' S'-9' 7-7 5-< 9-4 6-10 8-3 4-8 W-6" 5'-6 12'-4't5'-O' S'-9° 7'-7" 5'-4' 7'-9' 6'-3' 7'-9' 6'-2' 17'-5' 6'-3' 5'-6 12'-3 93.0 15'-0' 5'-9' 7'-7' S•-4' 9'-3° 6'-10' 8'-2' 4'-B' 11'-5" 5'-6 12'-3 14'-2' S'-t0 7'-7' 5'-5' 7'-9' 6'-4' 7'-9' 6'-3" 11'-5' 6'-4" 6'-7 12'-3 20.0 14'-2° 6'-10' 7'-7" 5'-5' 9'-3' 6'-11" 8'-3' 4'-10' 11'-5° 5'-7 12'-3 i3'-5- 5'-10" 7'-7' S'-6" 7'-9' V-5' 7'-9' 6'-4' It'-5' 6'-5' S'-8 12'-3 BS.O 13'-5' S'-10' 7'-7' S'-6" 9'-3' fi'-71' B'-3' 4'-17' 11'-5" 5'-8 12'-3 1000 12'-9' S'-ii' 7'-7' V-7- 7'-9" 6'-G' 7'-9' 6'-4" 1V-5' 6'-6' 5'-9 12'-3 100.0 12'-9' 5'-11' 7'-7' 5'-7' 9'-3' Y-0' 8'-2' 5'-0' 11'-5' S'-9 12'-3 106A 12'-2' 6'-0' 7'-7' S'-7' 7'-8' 6'-7' Y-e' 8'-5' I1'-5' 8'-7' 5'-9 12'-3 105.0 12'-2' 6'-0' 7'-7' 1'-7' 9'-3" 7'-1' 8'-2" S'-t' i t'-5° 5'-9 12'-3 i tOA ft'-T 6'-p' T-T 5'-B" T-9' V-8" 7'-9' 6'-6' 11'-5- 6'-8' S'-10' 1 '-3 110.0 1V-7" 6'-0' 7'-7' S'-S' 9'-Y 7'-2' 8'-3' S'-3" 11'-5' S'-f0' 12'-3 itSA tt'-1' 6'-t' T-T 5- 1- T-9' 6'-9' T-9' 6'-T tt'-5" 6'-9' S'-11' 12'-3 116.0 11'-1" 6'-1' 7'-7" 5-9" 9'-3" 7'-2' 8'-3' S'-4' 11'-5' 6'-11" 12'-3 t20.0 10'-8' 6'-t' 7'-6" 5'-9' 7'-9" 6'-10" Y-9' 6'-7" IV-5' 6'-t0' 6'-0' 12'-3 120.0 10'-8' 6'-1' 7'-6" 5'-9' 9'-3' 7'-3' 8'-2" 5'-5" 11'-5' 6'-0' S2'�3 t25A 10'-2' 6'-2' 7'-Y S'-1O' 7'-10' 7'-0' Y-10' 6'-9" t1'-5" Y-0' 6'-1' 12'-3 125.0 10'-2' 6'-2' 7'-7' S'-10' 9'-3" 7'-4' 8'-3" 6'-9' 11'-5" 6'-t' U23t30A 9'-l0' 6-3 7'-7' 5'-10' 7'-9' 7'-0' 7'-9° 6'-9' 71'-5 Y-0' 6'-i12'-3 130.0 9'-10' 6'-3' 7'-7' S'-10" B'-3' 7'-<' e'-2' 6'-9' 11'-5° 6'-1'135.0 9-5' 6'-4" 7'-Y V-11' 7'-IO' 7'-2' 7'-10" 6'-10' I1'-5" 7'-2° 6'-2' 12'-3 135.0 9'-5' 6'-4' 7'-7' S'-t t' 9'-a7'-5' B'-3" 8'-t0" 11'-5' 6-2 i40A 9'-1 6-<' T-T 6'-0° T-10 T-3 T-IO 6-11• tt-5 7'�S' 6-3 12-J 140.0 9'-1' 6-4 T-T 6'-0' B'-3' T-6° 8'-3' 6'-i1' 11'-S' 6'-3'145A 8'-10' 6-5' Y-6' 6'-O' 7'-9" 7'-4' 7-9' 6'-it' 11'-5' 7'-4' 6'-3' 12'-3 145.0 8'-tp' 6'-5' Y-6' 6'-0' @'-3' 7'-6' 8'-2' 6'-1f' i1'-5' 6'-3'iSOA7'-7' 6'-1. 7'-9" 7'-5' 7'-9' 7'-0" 1t'-5' 7'-5' 6'-4 12'-3 150.0 8'-6. 6'-6' 7'-7' 6'-1' 9'-3' Y-7' e'-2' 7'-0' 11'-5' 6'-4°i56A 8'-3' 6-6 Y-7- b'-2 7'-9" 7'-6' -9Y-1" 1V-5' 7'-6' 6'-5" 12-J163.0 8'-3' 6'-8' 7'-7' 6'-2' 9'-3" 7'-8" 8'-2' 7'-1' 11'-5' 6'-5'160A 8'-0° 6'-T 7'-6' 6-2" T-9' T-T T-9' Y-2' lt'-5 T-T 6-6 12'-3 160.0 8'-0' 6'-7' Y-6' 6'-2" 9'-3" 7'-9' 8'-2' 7'-2' 1V-5" 6'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. E 4 ND MULLION c, .I INTERIOR 411111I1�1�LAEAq `.:- MULLION 441 •'UC .,v,J ��� 4r t ✓: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ` •S_ •5: ' , 16, e ; 020277LLTECA VC. Nautilus GRA Br: MULLION SPACING:"S" `0 r RoAingShatYerSyslem 08/24/17 ♦r •. IL E C O INC. PATE A TILLIT TESTING t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. GY�Q 414 ens"r.;c.2 s.,r sac w r+ s.n]]Ne 1626 S.W.6aTNGRE STREET 1 7-244 1 11a..:pm)aT1-Iu.fm:(Tm)s:i-+vt PORT ST.LIICIE.FL 34984 `� 1 e-mdi:6TleeoOaelsvm DRAWWG No EB-00067t5 PNONi:(e00)7�9-90l6,nx:(n7J 671-C990 W A0A Lert®441 P.E. Fm R� �"• P.E. SEAL/SIGNATURE/DATE sNEEr za or 26 SCHEDULE1b SCHEDULE21I FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(ft)FOR END AND INTERIOR 161ULLIONS FORA GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S D-DESIGN PRESSURE RATING(D.s.f.).&A 12'-W MAX.MULLION SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.).&A 12'•0^MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(IT) MAX AM ©4'k6'x1/4-MULLION G7 4'x8'x1/4•MULLION G2 4'x7'X114'THICK(31T FLANGE)MULLION DESIGN MULLION t� ©4x85d/4^MULLION Gt 4'18ktl4'MULLION G2 4'zTx114'THKK SPA)CING •FLANGE)MULLION RADHO (P�•) RATING (�� ORIENTATION 11 ORIENTATION#7(Q)t ORIENTATION 1 f#tj ORIENTATION 02(Q)t ORIENTATION#1 (--)t ORIENTATION B2 Q)t (P (ft • ORIENTATION!1 1CRIENTA'RaY®2(Q) Ota-aN 82( )t Eh1] QTlII00R END [NTEPoOR END INTERIOR END ANTERIOR END END I RNreR1aR EhD INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 12'-0' 11'-7- W-6" 9'-9" 12'-6' 12'-6' 1Y-6' 10'-7' 12'-6' W-5' IV-3' 12'-6' 30.o 12'-0' 9'-9' 11'-e' 9'-9' 12'-6' 12'-6' 12'-6' 10'-7" 12'-6' W-3• 12•-6' 35.0 12,-0' 10'-7` 10' 1t' 9'-2" IV-&' 12'-6' IV-11' W-01 12'-6` 12'-6' 10'-4' 12'-6' 35.0 12'-01 9'-2• 10'-11" 9'-2• 1Y-8• 12'-6• it•-t1' W-0' 12'-6' 10•-4• IV-$, wA 12'-0' 4'-10' 10'-0' 8'-9' t2'-6' W-8' 1V-4' 9'-6• 12'-6' IV-10' V-7' 12'-6' 40.0 12'-0' 8'-9• 10'-5• B'-9• 12'-6' IV-8' 1V-4' V-6' 12'-6' 9'-7' 12'-6' 45.0 12'-0• 9•-3' t0'-t• B'-4• 12'-S' IV-11• 10'-11` 9'-1' 12'-6' 1V-2' 9'-0' 12'-e• 45.0 12'-0' B'-4' 10'-1' 8'-4' 12'-5' 10'-11' 10'-11' 9'-1• 12'-S' 9'-O• 12'-6' BOA 12'-0' 0'-91 B'-8' 0•-1' 12'-0' t0'-4' 10'-7' 8'-9• 12'-6' 10'-7' 0'-6• t2'-8' 504 W-0` 8'-1' 9'-W 0'-1• 12'-0' 10'-4' 1C-7• 9'-9' 12'-6' B'-e' 12'-G' 55.0 t2'-0' 8'-6' 9'-5" 7'-10' 11'-0' 9'-f0" 10'-3' 6'-6' 12'-6' 10'-1' B'-1' 12'-6' 840 t2'-O' Y-10' 9'-5• 7'-10' i1'-8' 4'-10• 10'-3' 0'-6' 12'-B' B'-1' 12'-6` GOLD 12•-O' $'-0' 9'-2' V-6' 1V-4' 9'-S• 9'-11• 8'-3• 12'-6' 9'-7' 7'-9• 12'-6' 60.0 12'-0• 7'-6' 9'-2' 7'-6- W-4' 9'-5• 9'-11• 8'-3' 12'-6' V-9- 12'-6- 65A 12'-0' 7'-B' B•-11• 7'-2' Ii'-0• 9'-1• 9'-8' 8'-0" 12'-8' 9'-3- 7'-5' 12'-6' no 12'-O• Y-2• 8'-11' V-2• IV-O• 9'-1' 9'-8' N-0' 12'-6' 7'-5' 12'-6' 70.0 t2'-0' 7'-4' a'-a" 6'-11' 10'-9' 8'-9' B'-S' 7'-10` 12'-6' 8'-11' 7'-2` 12'-6' 704 12'-0' 6'-11' a'-0• 6'-11• 10'-9' 8'-9• 9'-S• 7'-f0' 127-V 7'-2- TV-5' 76A 12'-0" 7'-1' fl'-6' 6'-8• 10'-6' B'-B' 9'-3' 7'-8' 12'-8' B'-7' 8'-71' 12'-8' 76.0 72'-O` 6'-8' B'-6' 6'-e' 10'-6' 8'-5' 9'-3' 7'-8• 12'-6• 6'-11' 12•-6' 80.0 12'-0' 6'-I1' B. 6•-5` 10'-3• B'-2' 9'-0' 7'-5' 12'-6' 8'-4• 6'-e• 12'-e' 80.0 12'-a' V-5• 8'-4' 6'-5' 10'-3• B'-Z' 9'-0' 7'-5' 12'-e' 6'-8• 12'-6' 05.0 12'-0' 6'-8' 8'-2' 6'-3' 9'-9' 7'-t1' B'-f0' 7'-2' 12'-6• B'-1' B'-6• 12'-G' no 12'-0' 6'-3' 8'-2' B'-3' 10'-1' 7'-11' B'-tD' 7'-2' 12'-6' 8'-6' 12'-6' 90.0 12'-0' 8'-6• 8'-0" 6'-1' 9'-T' 7'-e' e'-8• 7'-0' 12'-5• 7'-10' 6'-4' 1T'-6' 60,0 12'-O• 6'-t' e'-O• 6'-1' 9'-11' 7'-8' B'-a' 7'-0' 12'-S` 6'-4' 12'-6- W.0 12'-D' 6'-4' Y-IG` 5-11' -a Y-5' e'-B' 6'-10' 12'-1" V-5' 8'-2' 12'-6• 95.0 t2'-D' S'-Il' Y-10' S'-if' 9'-8' 7'-6' 0'-6' 6'-10' 12'-i• 6'-2' 12'-6' 63.tom0 12'-0' 6"-2' 7'-8" 5'-9' B'-3" 7'-0" e'-3' 6'-8" 11'-9• 7'-0' V-0' 12•-6' 100.0 t2'-0- S'-9' Y-8' S'-9• 9'-7' 7'-4• fl'-5' 5'-6' 11'-9' V-0` 12'-B' t05.0 IV-O• 6'-0' 7'-7' 51-8• 7'-10' 6'-8' 7'-10' 6'-6• W-6- 6'-8' S'-/0' 12'-4' 106.0 t2'-0' 5'-8• 7'-7' 8'-0' 9•-4' Y-1' 8'-3' V-3' t1'-B` 5'-10' t2'-4' SCHEDULE lb- (LIMITED LOAD.MULLION SPACING 8 SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FORA GIVEN FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FORA A-S.D.DESIGN PRESSURE RATING(L GIVEN AS D DESIGN PRESSURE(O G.f.)AND FOR 12'-O'(CASE I)&8'•0"(CASES la&II)MAX.MULLION AND FOR 12'-0"(CASE))&8'-0"(CASE Ill MAX. MULLION SPACING(ft)• SPACING(ft) LLION SPAN (F VAXMAXIMUM (IT) MAXIMUM MULLION SPAN (TI) G 4'W.114'THICK G1 4x8k1A THICK G3 2'x7'x1WTHICK YDL G 4k8k114'iHICK G1 4'x8'x114 THICK G3 Yx7'x1/4'TH1CK UAnYttu MULLION MULLION RANGE)MULLION MULUOR MULLION MULLION MUWON CASES l SPACING 140U„ION SPAOQIG AT917 11 oRT:Baax+"OtZE71AD7N 111xi1NTAT681/1 TFD6ATi@t/ E�1ano1/1 auxat1ol! r� s� TucR1 1 WaHDTK41!'GRMWQ171t ORQQATa4 11 O DRAMWI 11 3iMITAi@I 11 ORI MAM( WIND (ft) ! END (W-) Eft CQ)t }t i�t (Q}t �t (Q)t ((fit �t (Q)t �D (Q)t w, MULLION HH�l TERIOR END INTERIOR INTERIOR END INTERIOR END LNfERiOR ENO DIIER:OR PITERIOR IND INTERIOR 30D 12'-0' 2'-6" 12'-6' 12'-6' 12'-6' - 11'-0' pma 12'-0' 12'-6' 12'-6` 12'-6' tY-6•o �( W-O' - 12'-6' 12'-6' tt•-tl'a" t2'-0• 12'-6' 12'-6' 11'-17• 12'-6• - W-0' 12'-0'' - 12'-6' II'-B' 1V-4' 12'-6• - w.0 12'-0' - 12'-6" 11'-8' 11'-4' 12'-6' - 11'-0' D _ _ �- 12'-0' 12'-5' 10'-11- 10'-11` IV-6' I 48A 12'-0' - 12'-5' 10'-il' 10'-t 7' 12'-6' - 11'-0' `• __ Gar 12'-O' - 12'-0• 10'-s• 10'-T CAM Sao lY-0 - IV-O• 10'-4` 10'-7' 12'-6' - 11'-O' INTERIOR - 55.0 12'-O' - n'-a' 9'-10' W-3, 12'-0' - n'-o � MULLION 12'W-0' - 11'-g' 9'-f0 Icr-9'_11' tY-6• - n'-0' 80A t2'-p` - it'-4' 9'-5' 9'-11' 12'-6' - 11'-0' 12'-0" - It'-4• 4'-5' 8'-tt' 12'-6` - 60E /2'-0' tt'-3' - 9'-4' 9'-ii' 12'-6' - 11'-0• \` 12'-0• - it'-3' 9'-4' 9'-7T' 12"-6' _ if'-O' 30.0 e'-0" - 12'-6' I2'-6' 12'-6' 12'-6' - 11'-0' B'-0' 9'-O' 9'-0' 9'-0' 9'-0' _ V-0' 35.0 B'-0' 12'-6' I2'-6• 12'-6' 12'-6' - 11'-0• ^���-S•� 0'-0' - 4'-O' 9'-O' 9'-0• 9'-0' wA B'-0' - 9'-D" 9'-G. 9'-0' 9'-p' - V-0' 12-6 I2'-6• 12'-6' 12'-6' - W-0' MULLION SPACING:'IS" 45.0 6'-O' 9'-0' 9'-0' 9'-0' 9'-0• 9'-0' CA.E1. 45.0 12'-6' 12'-6' 12'-6• 12'-6' - t1'-0' _ _ SOLO 8"-p' 12'-6' 12'-1- 12'-6' - 11'-0' 65.0 8'-0' 9'-0' 9•-0• 9'-0• 9'-G' 9'-0' - 55.0 8'-0' 9'-0' 9'-p" 9'-0' 9'-O' sw e'-0' - 12'-6' t2'-6' 11'-B' 12'-6' - 11'-0' •MAXIMUM MULLION SPACING SHALL BE SUCH 00.0 $•-0' - 9'-0' 9'-0' 9'-a' 9'-0' 60.0 B'-0' - t Y-2' 12'-2' 1 V-4' 12'-2• - I V-0' � no g'-0• - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' GDa $'-0' - 1 1 •-0• 12'-0• 11'-4' 1 t '-0' - 1 11'-D' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 30.0 8"-0' 9'-0• 9'-0, 9'-0• 9'-0' - 9'-O' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 e'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9•-0' no 8'-0- - 9'-a' 9'-O' 9'-0' V-0' - e'-0• 75.0 8'-0' _ 9'-0` 9'-0' 9'-0' 9'-0' = 9'-0• 40.0 a'-0' 9'-0' 9'-0 9'-0' 9'-0' - s'-o' t MULLION ORIENTATION IS AS SEEN FROM THE too a'-0, 9'-0' 9'-0' 9•-O- 9'-p' 9'-O• 4s.o B'-p' - 9'-0' s'-D' 9'-p' 9'-0' - s'-o' OUTSIDE(EXTERIOR)OF,,eR�❑ T.q ds p 8-0' = 9'-D' 9'-0' 9'-0' 4'-0 = 9-0' T�l'S�M -- 90.0 B'-0' 9'-D' -0. 9'-0• 4'-0' 50.0 a•-0' - V-0' 9'-0' 9'-0' 9'-0' - 8'-0" l.t•�'T'VV /� mo B'-O' - 9'-0' 9'-0' 9'-0' 55.0 8'-0' - 9'-0' 9'-0' 9'-0• 9'-0 - 9'-0' 11• ,1 � f0a0 8'-0' - 9'-O' 9'-0' e'-O' 9'-0• - - riccII 60.0 g'-0' - 9'-0' 9'-0` 9'-0' 9'-0• - 9'-0' `�1 •7JCr�j/s 65.0 8'-0' _ 9'-0' _ 91-O' 9•-0• 91-01 - 9•-0" �� {r•= FLORIDA BUILDING CODE(Non ITigh Velocity Hurricane Zone) 7S0 8'-0• - 9'-0• ' - 9'-0' ' 02017 71L1FC0 INC. Nautilus 60.0 8'-0' - 9'-0' 9'-0' B'-9'• 9•-0• - 9'-0' L LG es.o a'-0' - 9'-0' a'-s'• s'_y. 9•_p• _ 9•-p• _ t I� r/► RoWngShnfferSysfmm CS/24/17 e'-2•' Y-9'• 9'-0' - 9'-0' 'L E C O INC. DATE 95A B•-0' - 7•-$'• 7'-4 • 9'-0' - 9'-0' y nA'•. A{ L 11�• TILLR 1ESTNG&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. - 9'-0• 7'-3-• 7'-O'• 9'-0' - '-0' 1 ®• V 1 aus taY.ntax R sia ac9, Gv'w W+IXr;R yl6e 1626 S.W.PR460RE STREET 17-244 t j111ewm a-IGvo. «glen-Ivl vNa PORT,Sr.LUCIF FFL�)e,l-cK0 oRAe�w xo NOTE USE 9'A"IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, 1Q tl < '•� ER-0006719 NlEDGE•BOLTANCHOR SEE SCHEDULES 1 8 2 ON SHEET t0A - :•"r WALTER A TILL11 dF P.E. ramm' P.E. SEAL/SIGNATURE/DATE FLORIDA ua 0 44167 m,�-m� a SHEET 25 OF Zb SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.Q,& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(M* (FT)* MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN IF) WAIL D q�O,jT ©4"X6"x1/4"MULLION G1 4"x8"x114"MULLION G2 4kTxt(4'THICK(318'FLANGE)MULLION p ,y wlm�uu ©4'k8"x1/4"MULLION G7 4"X8"x114'MULLION G2 4'x7'x714"THICK PRFSSDf� MULLION 3!'FLANGE)MULL RATINRAtWO (0-01O �0. ORfEflTATION gt ORIENTATION 2(9) ORIENTATION 1 ORIENTATION#2 ) ORIENTATION 1 ORIENTATION#2 9) �'T') (�� ORIENTATION 81 f4t ORIENTAP,ONS#2(9Lt OMENTATION#1 CRLEN1TATAN g2(a) ORIENfAMON 02 Q) END INTERIOR END INTERIOR END 1111ERIOR END INTERIOR END END INTERIOR END 9JTER(OR END INTERIOR ENO INTERIOR ENQ INTERIOR END 01TERIOR 30.0 7'-0- 17-6' 17-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' _777 12-6' 7'-0- 12'-6' fY-6' 12'-6* 12'-6' 12'-6' 12'-B' 12'-6" 1Y-6' 12'-6' 17-6' J_w 0 7'-0' 1Y-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 1Y-6' ,Y-6' 12'-6' 12'-6' 12'-6' 7'-0- 12'-6' 12'-6' 12'-6' 1Y-6' 12'-6" 12'-6' 12'-6' 72'-6' 12'-6' 12'-G' .0 7'-0' 12'-8' /2'-6' 12'-6' 12'-6' 12'-6' 12'-6" 12'-6' 12'-8' 12'-6' 12'-8' 12'-6- V-0' 12'-e' 12'-8' 12'-6' 12'-6` 12'-8' 12'-8' 12'-6' 12'-8' 12'-6' 12'-6' .0 7'-0' 12'-0' 12'-O' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 121_6• 1Y-6' 12'-5" 12'-6' 7'-0" 12-- 12'-0" 12'-6' 12'-B' 12'-6' 12'-8' 12'-6' 1Y-6' 12'-6' 12'-6' .0 7'-0' 12'-6' 11'-7' 12'-6' 12'-6' 12'-6- 12'-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6 7'-0' 12'-6' il'-7' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6'.0 7'-0' i2'-6' 11'-3' 12'-6' 12'-6' 12'-5' 12'-3' 12'-6' 12'-6' 12'-6' 12'-6° 12'-6' 58.0 7'-0' 12'-8' 11'-3" 12'-6' 12'-6' 17-8' 12'-J' 12'-6' 12'-6' 12'-8' 1Y-6".0 T-0" 1Y-6' 10'-tY 12'-6' 12-6 17-6 I1-11 t2'-8' 12'-6' 12-6 12'-B" 12'-6' 60.0 T-0' 12'-6' 10'-11" 12'-6' 12'-6' 12'-6" 11'-tt' 12'-8' tY-6' 12'-6' 12'-6".0 7'-0' 12'-8' [0'-8' 12'-1' 12'-6' 1Y-6' !1'-7' 12'-6" tY-6' 12'-6' 12'-8' 12'-6' 55. 7'-0' 12'-6' 10'-8° 12'-1' 12'-0' 12'-6' it'-7' 17-6' 12'-8' 12'-6' 12'-6'.0 Y-0' 12'-6' 10'-5' it'-6' 12'-6' 17-6' 11'-3, 12'-V' 12'-6' 12'-6" 12'-6' 12'-6' Y-0' 12'-6" IV-5' 11'-6' Ir-6' 12'-6' 11'-3' 12'-6' 12'-6' 12'-6` 12'-6'.0 7'-0' 12'-1' t0'-2' 10'-it 1Y-6' 12'-6' 11'-0' 11'-11" 12'-6' 12'-8' 12'-6' 12'-6' 7'-O' 12,-1" 10'-2' 10'-11' 12'-6' 12'-6' 11'-c" 11'-14' 12'-6' 12'-6" 12'-6'.0 7'-0' 11'-8" 9'-S1' t0'-6' 12'-4" 12'-6" ,0'-10' 11'-5" 12'-6' 12'-6' W-I1' 12'-6" 0 T-0' 11'-6' 9'-11' 10'-6' 12'-4' 12-6" V-10' IV-5' 12'-6' I1'-it' 1Y-6'.0 7'-0' it'-0' 9'-9' 10'-2' 12'-1' W-6' 10'-7' 11'-0" 12'-B' 12'-6' 11'-4' 12'-6' T-0` 11'- ' 9'-9' 10'-2' 12'-i' 12'-6" 10'-7' 11'-O' tY-e' 11'-4' 12'-6'.0 7'-0' 10'-7" 9'-7' 9'-1 D' 11'-10' 12'-5' t0'-5' 10'-8' 12'-6' 12'-2' 10'-10' 12'-6' 7'-0' 10'-7' 9'-7' 9'-10' II'-10' 12'-5' 10'-5' 10'-8' 12'-6' 10'-10' 12'-6' .0 7'-0' 10'-2' 9'-5' 9'-6, 1V-7' 11'-11' 10'-2' 10'-4' 12'-6' 11'-9' 10'-5" 12'-6' 7'-0' 10'-2" 9'-5' 9'-6' 11-7' 11'-1 t' 10'-2' 10'-4' 12'-6" 10'-5' 12'-6' .0 7'-0' 9'-10" 9'-3' 9'-3" 11'-5' it'-6' Iw-0' 1(P-1' 17-8' 11'-57 t0'-1' 12'-6' •0 T-0` 9'-10' 9'-3' 9'-3' 1V-5" ,t'-6" 10'-0' 10'-1' 12'-6" 10'-1' 1Y-6' .0 Y-0" 9'-6" 9'-1' 9'-1" it'-3" 11'-2' 9'-10" 9'-10' 12'-8' It'-t' 9'-8' 1Y-6' O.. 7'-0" 9'-6' 9'-1" 9'-1' IV-3" W-2' 9'-10" 9'-t0' 12'-6' 8'-8' 1Y-6' .0 Y-0- 9'-3- 8'-11' 8'-10' IV-1' 10'-10' 9'-9' 9'-7- 12'-6' 10'-9' 9'-5' W-6' 1.0 74-0' 9'-3' 8'-11' B'-10' 11'-1' 10'-1O' 9'-9' 9'-T 12'-6' 9'-5'.0 7'-O' 9'-0' 6'-10' 8'-7' 10'-tt' 10'-7' 9'-7' 9'-5' 12'-6' 10'-5' 4'-1° 12'-6' iS.O 7'-0 9'-0' ' ' 8'-7' 10'-11' 10'-7' 9'-7" 9'-5' 12'-6' 9'-i' 12'-6' .0 T-0' 6'-9' 8'-8' 8-5" 10'-9' f0'�T12'-8' 10'-2" 9'-10, 12'-6- 120.0 7'-0' 6'-9' 8'-8" B'-5' 10'-9' 10-J' S'-5' 9'-3" 12'-6' 9'-10" 1Y-6` .0 7'-0' B'-6' 8'-7' 6'-2- 10'-7' 10'-0' 9'-4' 9'-1- 12'-6' 9'-11' 8'-7' 12'-6' 7'-0' B-6' 8'-7' 8'-2' 10'-7` t0'-0` 9'-4' 9'-1' 12'-6' 8'-7'.0 7'-0- B'-4" 8'-5' 8'-0" 10'-6' 9'-9' 9'-2' 8'-11" 12'-6' 9'-9' 8'-6' 12'-V' 7'-0- 8'-4- 8'-5" 8'-0' IV-6' 9'-9' 9'-2- 8'-11' 12'-6' e'-5" 12'-6' A 7'-O' B'-2' 8'-4' 7'-9' 10'-4' 9'-7' 9'-1" 8'-9' 12'-8' 9'-8' 8'-2' 12'-6' / 7'-0' B'-2- 8'-4' 7'-9' 10'-4' 9'-7- 9'-1' ' ' /2'-6' 8'-2- 1Y-6A 7'-0' 8'-0' 8'-3' 7'-7- 10'-1" 9'-4' 9'-O' 8'-7' 12'-0' 9'-4' B'-O' 12'-6' 7'-0' 8-0 8'-3- 7'-7- 10'-3' 9'-4' ' ' B'-7" 12'-612.0 7'-0' T-10' 6'-2' T-5' 9'-9' 9'-2° 8'-70' 8'-6" 12'-6' 9'-2" 7'-AO' 12'-6' i�.SQ 7'-0' 7'-10' 8'-2- 7'-5' t0'-1' 9'-2' 8'-10' B'-6' 12'-6' 7'-10' 2'-6.0 Y-0" Y-6' 8'-1' 7'-4' 9'-5' 9'-O' 8'-9' 8'-4' 12'-6' 8'-I1' 7'-8' 72'-6" 150.0 7'-0' 7'-8' 8'-t- 7'-4- 10'-0" 9'-0' B'-9- Er 12'-6" 7'-8-5.0 Y-0' T-B' e'-0' T-2' 9'-2' 8'-10' 8'-8' 8'-3' 12'-5' 8'-9' T-6' 12'-6' 155.0 7'-0" 7'-8' B'-0' T-2' 9'-10' 8-10" 8'-8' 8'-3' 12'-5' 7'-6- 12'-60.0 7`-O' T-4' T-tt' T-0' 8'-10' 8'-8' e'-7' 8'-1' 12'-' 8'-8' T-S° 72'-6' i 0 T-' T-4' T-11. T 9'-9' 8'-8' e'-0' 8'-t' 1 '-2' T-5' 12'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. NO MULLION e z` c � 32 � _ I INTERIOR MULLION FLORIDA BUILDING CODE(Nan ffigh Velocity Hurricane Zone) •:T .5,. ` "s. *i •'°1 ��,T c 2017 nL,Eaa MC. Nautilus O,ww Br. T Ro/ling56ut[erSystem cS/24/17 MULLION SPACING:"S" �( I I I E C O Lnc. DATE _ \ EXPERT SHUTTER SERVICES INC, \ TIWT 7ESTINC G ENGINEEAINa COMPANY l ,_rt+,+ra 1626 S.W. UCIE.FL STREET 1]-244 :Y 1 Pro"•:(.-al: .c.- -,sl, PORC 5T.LUC1E,FL 34984 to 1I a-ma;E-0069od.cam � ;( )7a9-sa4.cNc:(Tn)eT1-oese IxUWtNC Ne NAL ,11 EB-c0o67,9 OLTER A.T1LLR Jr.P.E P•E. SCAL/SI RE/GATE F1.01710A Uv__1 44167 SHETT 26 Sf 26