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Home My WebLink AboutProduct Approval (2) 74 �'3 �� R.a��"�' pe'��.,,1 V.�r..'.�'�•{�f s-..,�;iR.'j,..r� t�1.E1 � �l: �--.. ,,7�#.- x - 13 K ¢ { /BCIS Home Cog In User Registration Hot TOPKS Submit Surcharge Stats&Facts Publications F S Site Map Links Search RECEIVED r 07m usERuwnic�User PProval JUL 0 2 2018 Product Approval Menu>Product or Application Seamh>Application List>Appltcation Oewl ST. LUCI e C0NP1tYr f'Bp1711tlftg FL# FL12246-R4 — - #� Application Type Revision Code Version 2017 Application Status Approved Comments _ Archived I p� Product Manufacturer Expert Shutter Services,Inc. ■ pl Address/Phone/Email 1626 SW Biltmore ST � ® o Port St.Lucie,FL 34984 (772)871-1915 Ext 106 caliexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.TRllit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. i Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 CO' EIOXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATN OE INDFPENDENCELPDF Referenced Standard and Year(of Standard) Standard Year 2005 ASTM E-1996,E-1886 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ.No FL12246 R4 If.EXPERT SHUTTER SERVICES INC DRW Approved for use outside HVHZ:Yes 17-244.ED.E 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"Do wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating:+30,-30 p.s.f.at Fl- 2246 R4 AE EXPERT SHUTTER SERVICES DRWG I7- 201-0"span and+160,-160 p.s,f.at 8'-0"span with 1/2" 244 PRODUCT EVALUATION REPORT PDF slip.See sheets 15,16 and 20 for additional pressures and Created by Independent Third Party:Yes spans. I I sackI Next Contact Us :2601 Blair Stone Road Tallahassee FL 32399 Phow 850-487-1824 The State of Florida is an ANEE0 employer.Copyright 2007,2013 State of Florida.::Privacy Statement'.:Accessibility Statement n Ratm!2MIMM Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395,-Pursuant to Section 455.275 (1).Ronda Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S,must provide the Department with an email address if they have one.The i not wish to supply a personal address, ernads provided may be used for official communication With the licensee.tj.W,,Vr.majj addresses are Public1d,If V..do please provide the Department with an email address which can be Made available to the public.To determine if You are a licensee under Chapter 45S,F.S.,please click hs—rL. Product Approval A=Pts% 93 991 Fa M Cfedr,Card •.GENERAL Nunn S: 8.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.E.D.) HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARSCONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED:FOR COMPLIANCE IN ACCORDANCE WITH THE 2017'(6th:EDITION)OF THE FLORIDA BUILDING CODE. -3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALLNOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS -1/4'0x3/4•SOLID-SET MANUFACTURED BY ALL POINT,.INC. /BROWARO COUNTIES).. -3/870 KINK BOLT TZ MANUFACTURED.BY HILTI;INC, DESIGN WIND LOADS`SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE.MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY RV(BUILDEX, INC FOR A BASIC WINO SPEED AS REQUIRED BY THE.JURISDICTION WHERE THESE SHUTTERS WILL BEINSTALLEDMINIMUM'EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED..BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-4115.USING ASCE 7-110:FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NDT EXCEED'THE MAXIMUM(AS.O.)DESIGN PRESSURE RATINGS.INDICATED ON SHEETS 15 WU 18&20 THRU 26. :EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDTItON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-.10 GROUT FILLED OR SHALL BE FIRST REDUCED TO ASA: DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO .ANCHOR SPACING 6'1008 EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK TO:COMPARE THESE W/MAX.(A.S.D)DESIGN'PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26.. 3/8'9x1 11,4'CALK-IN 3 3/4' 4 1/2' 1 1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT:COMPONENTS.AND'ANCHORS ON THIS�pPI.E.D.AS TESTED WERE.NOT OVER STRESSED, 1/4'0x3/4 SOLID-SET 1. 3 7/8' (3000.psi) NOT ALLOWED A-33X INCREASE IN.ALLOWABLE STRESS.FOR WIND LOADS WAS rt USED IN THEIR.ANALYSIS. FASTENERS 3/8"0`KWIK BOLT TZ: 9' 4' 2 1/2'-(3000 psi) NOT ALLOWED SPACINGS TO,WOOD HAVE BEEN,DETERMINED W'ACCORDANCE WITH N.D.S..2015. 5/16"0 TAPCON XL 3 3/4' 3 1/6' 2 1/4"(9699 psi) NOT ALLOWED :NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY-FOR IMPACT AND CYCLIC RESISTANCE HAS.BEEN.VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL:BE AS SPECIFIED ON APPLICABLE-SECTIONS-SHOWN ON SHEETS.10, .ACCORDANCE WITH SECTION 1609:1>2 OF.THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10A '11, 11A 12, 12A. 13 & 13A. FLORIDA. REPORT j.1030.01-08 AS PER ASM E 1996-05, E 1866-05 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOR 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 ASTM E 1996 SEE SHEETS 19&20: -HUS-H SCREW ANCHOR MANUFACTURED BY HILTL.INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED'BY POWER FASTENERS,INC. .4.ALL ALUMINUM EXTRUSIONS SHALL BE 5063-T6 ALLOY(UNLESS OTHERWISE:NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR.ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET.. 4.ALL SCREWS (EXCEPT END RETENTION.SCREW©)'TO BE STAINLESS STEEL 304 OR 316 SERIES.WITH 50 kei EDGE DISTANCE AND.EMBEDMENIS ARE.BEYOND ANY FINISH MATERULL. YIELD`STRENGTH AND 90,ksTTENSILE STRENGTH OR CORROSION RESISTANT COATED OR, 'STEEL AS PER DIN EMBEDMENT O ROU 50018.ALL S.D.S.ARE TEK-SCREWS MANUFACTURED BY ITW BUILDEX-&'SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411:3.3:4. ANCHOR SPACING @ 100% EDGE DISTANCE,* CONCRETE COOT ALLOWED 3/4'0 KWIK BOLT'TZ, ,2Z'' 9' 4 3/4"(3000._psi) NOT ALLOWED 5.BOLTS-T0,BE ASTM A-307, GALVANIZED OR AISI 304.OR 316 SERIES:STAINLESS STEEL WITH 06 ksi MINIMUM 1/2'0 KWIK BOLT 1Z_ 22.1/2' 7'1/2' 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIK BOLT TZ 6' 4 3/8" 2'(3000.PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4'' 5' 2"(3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM'SEARS:U.S..PATENTS 1)6.095.225 AND #7,409.980. 3/6'0 WEDGE=BOLT 4 1/2' 4 1/2' 2 1/Y(3000 PSI) NOT ALLOWED 7.. ANCHORS.TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS WED 5/8.0 NUS-H 9W ORITEOCE BMR 7 1/2' 7'1/2' 2 1/2"(3000 PSI3000 ) NOT ALLOWED (A) (A)T0.EXISTING POURED CONCRETE: MIN.3600 p.s:t.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 NW.BUILDTX,'INC., TO.PREVENT WIND/RAIN INTRUSION;CAULK AND SEAL PRODUCT TRACKS ALL.AROUND FULL LENGTH. -3/870 KWIK BOLT 3.ANCHORS AS;MANUFACTURED BY HIL11:INC. 12.17 SHALL BE THERESPONSIBILITYOF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE.WHERE.PRODUCT IS TO BE ATTACHED TD- A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL:BE- INSURE.PROPER.ANCHORAGE.THIS PRODUCT SHALL.ONLY BE ATTACHED TO.CONCRETE,CONCRETE BLOCK OR.WOOD FRAME BUILDINGS. 2O 1/4'FOR 5L16' 'TAPCON XL ANCHORS& 2 1/2'-FOR 3/8'0 KWIK BOLT 3 ANCHORS. NEMBEDMENT 0INTO STUCCO SHALL BE CONSIDERED AS PART OF THE.REOUIRED EMBEDMENT. 13,THIS PRODUCYS'INSTALIATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE'PERMIT ISAPPLIED TO. A2) MINIMUM EDGE DISTANCE(E;D.) INTO'POURED'CONCRETE SHALL BE: 14..DIETING MECHANISM:NOT PART OF THIS APPROVAL, 4'FOR 5/1.6'0 TAPCON XL ANCHORS.&5'FOR 3/8"0 KWIK BOLT 3.ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE.THE.SITE A,3) IN CASE THAT PRECAST.STONE PRECAST CONCRETE'09.BRICK PANELS.VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE.P.E.D. THE:EXLSTING.WALL OR.FLOOR.ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS,. (b)CONTRACTOR.TO.BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OFTHISPRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE.DOESNOTDEVIATE FROM THECONDITIONSDETAILED ON THIS:DOCUMENT. CONSTRUCTION'SAFETY AT SITE IS THE (B)70 EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM`C-90 CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY TIYT BUILDEX,INC.. (c)THIS.P,E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF'5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY'A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO SHALL NT IMOo 2 1/STUCCOEMBEDMENT.4', NO 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 EMBEDMENT .SHALL BE CONSIDERED A$ PART OF THE REQUIRED' A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS.LATTER THE SITE SPECIFIC'DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE'(E.D.)OF 5/.16'0 TAPCON XL ANCHORS INTO GROUT FILLED:CELL CONCRETE BLOCK.SHALL BE 4.EDGE DISTANCE.IS.BEYOND ANY:FINISH MATERIAL. (8)R C P.E.D.TSHALL HA LOBE p THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 8.3),IN'.CASE THAT PRECAST STONE:PRECAST CONCRETE OR BRICK PANELS,.VENEER OR PAVERS.BEFOUNDON THE EXISTING'WALL OR FLOOR,.ANCHORS:SHALL BE LONG.ENOUGH TO REACH THE MAIN STRUCTUREBEHIND16.PRODUCT MANUF ��.ARBBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT.PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS, FLORIDA'BlALD191IT' ' 0 "C1$EL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2.OF THE FLORIDA BUILDING (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0.36),DOUGLAS-FIR-SOUTH (C-0:46) OR X11., 9tLLLL ONLY BE USED TO SOUTHERN PINE#2'W/G :0.55 MIN. Al�'�►P,,'� ��T1lE STATE OF FLORIDA _. .. .FLORIDA BUILDING.CODE.(Non High.Velocity Hurricane Zona)' -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED'BY ITW BUILDEX, INC. S : 02017 TILTECO INC. • 0nA•N iA` • 9.44167 : Nautilus C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD.FRAME UNIT.SHALL BE 2 1/4"PHYSICAL rrC/�� Rolllug Sdutter 17 THREADED PENETRATION. �� .",�� ITL,GC;01MC. .. DAN NO EMBEDMENT UJ1Q FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. : ti �-� ; EXPERT SHUTTER SERVICES INC. �/ \ mu.TESTING R ENOINEERINO COMPANY C:2) MINIMUM EDGE DISTANCE(E.D.)OF TAPCON.ANCHORS,INTO WOOD SHALL BE 2 1/4".EDGE DISTANCE IS �.0� `�j,#�� \\ ess\Kr.xa.a sI.wa vwva wwa.n.MI. 1626 S.W.BRTMORE STREW rl7-244BEYOND ANY FINISH MATEIR�IAI. t �fnk�� { �r...e(msTa»Lin"f ,(wHTI'»T - PORT ST.LUCIE,R.34984•� {{ k 4II O.W.- "O'r.(coo)Na-Me.fNu 7nI.El-os4e'. ORAINM Ne C.3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND,ON 4 S1f� (G10 11 CO-OD0671e THE EXISTING WALL.OR:FLOOR,ANCHORS.SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND �. A�. •11 'WALTER A.TILLR J.,P.Fi "�•"• �•�"" ^'" •"•"• or SUCH PANELS. P.E, s£f7/ftFlY/lAf/DATE FLORIDA Uo..0 44167 rn.1>m, n sII�T 10f2>; #6 #7 #8 #aa9r� t #10 • }s'7#4 rea#2 #3 A #1 5Ts sr 317 « p{.peTxvn&e9f/d+ES�BS,fWL4cjEa Rr DETAIL:A 'TRUSSHFADT4)WLM1/04108 ZWa*. 1112pIQ-)PXHEADABTWtEAD4fOFR sc+aW I Ruse• IIb95• A1.97T-. la.,b' nxz°e 9B ai•7e Ii].we• xy �. OPTION#1tMONoutwcl .OPTION N2(wrwasHEw Nfimwn1 eta Nm 7e A t.^ LDET.0 NOHTSiIVtiF.SS STEEL:SQiEV/ am TLIM- CwtmwrtHAC,%%Ei LLFyzD L: e ,L$ ap CHROMED-FREE ANTWOI�ION. •wj�. v4 4• r— 4 COATNOSYSTEMMMAWFACnPID. BYSUNDEITCOATM.LLC ,�.,•,1d 191A ldmn6TtRwo. �• I \ DET.B t,x1.i,�� ' �x•U � FLI=1B891m(TErHEBRET+CDO. mr .ear oA SLATS'. '1S°• 3eY .�e1' .e'or ) ® STARTER SLAT .aDr _°y50" }T6AlUA9NUMAl1.0Y • 008.1 T.ALUMPNM PLLOY •. FL^+313b1(muy -ETD TAILS 6bAI.E 7M=ti• ©6013.TGALUMIHUMALLOY _' SCAM i1r -SCALE'FZ I' aBASE sLAT 00• '.a1T 1-.2x0• ACETAL NG �.12 IIID' •, 25• .,•1320• -, -e.p20• 4'�• ryBEW/OPTIONSNI ANDe2); * e666• AW t NSWO5PEC4: 33 1xs• .]a0• TENSIEMO ESSA:YIEU TENSIESTRFS9ATYELD.&135131 O BUILD-OUT TUBE FLExtRALMOOIIUSSMIZI .125' ^1,1e0' 2.426' '�� i a 6053M A 70 ALUMINUM MOONOTCi®DIPACI:D SkLM'. SCALE VZ-I' u ©RETAINWG SYSTEM:'"SCREW't +BUSHING * OE BUILD-OUT TUBE E1 BUILD-OUT TUBE OD SIDE RAIL 6083-2.6 ALUMINUM SOY 808}78 ALUMINUM ALLOY t]7 S 605346 ALUMPIUMALLOY SCUE:t?..t• CALE:,M:r � J SCALE 17+1' *MUST BE REVIEWED BY SHUTTER . MAIUFACTURER TO ALLOW FOR A MINIUUM 4.w6- - . 0.050•CLEARANCE BETWEEN SCREW HEAD AND 2.600' CAVITY WALL AT NON HURRICANE POSMONS. ]mr _].W__j E3 BUILD-0UT TUBE 6063-78 ALUMINUM ALL SCALE:2.M•l' ash• (fYAa OH 1/4.0x3/4 rrwieUILDEXTEKSCREW 'CARBONSTEEL aw ash' FETA.] B OI SAWO[TWBUILDEXTAPCON A ANCHOR CARBON STEEL SCALE;IM•,' rt 3.696• ,�- � QK STORM BAR ........... �J 31WO HILTI.INC.KWIK BOLT 3 ANCHOR 608146 ALUMNUMALLOY G 4x6 MULLION G1 4x8 MULLION © 4x7MULLIO p' {�,j//�� CARBON STEEL swB:'M•I' OF TRAPPED ANGLE O O XI-TSALUMRIUM 41/ _-• saLE:tM•r 8083TGALUMINUMALLOY 6061.78ALUMINUMALLOY 6061-TBNUMINUMALLOY SCAlE]r5'•1M ✓ �� 5G1E 14..1 SCAm3w-I' SCALE -r \ ,• ,, FLORIDA BUILDING CODE.(Non Wgh_Velocity Hurricane Zone)' �, _ - •� �. 0 2017 11LTECO INC. Nautilus No.44167 *�"�•-may �"' �, - RoLfagShuBersptem. .calx•/LT IL E C O INC. DATE ,9 �TEQF aw�r •.(]ol�li-1aT EXRRERRFT: SHUTTETMSERV eCT ,-0ES990 INC.CILLI� ENGINEERING COMPANY lI � D �� 17-244't � FORT ST LUED. 308+ . B-O (5 )7IR .FAR(72) I WALTER A.TIWT Jr.P.E. •°• ®^°^ A.a p?:%QT 4R DATE. R.W60A Lo.Dµl87 /W, SHEET 2 or 25 i Y' r 14 14 14 I. `• � 18 15) 1 S.IDEIEND CAP 1 j t8 2 HOUSING(BACK&TOP).040 THICK 703 HOUSING(FRONT&BOTTOM).040THICK • �►. ° � 4 SPRING BRACKET s ® ` 1.0 5 SPRINGASSEMBLY 4' 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) •� ° '� 8 SIDE RAIL(COVER SECTION) ! 17 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 8 - 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS e 16 SIDE RAIL(MAIN SECTION)FASTENERS st /� 17 HOUSING(FRONT&BOTTOM)FASTENERS -� 18 END RETENTION ASSEMBLY �O 19 OCTAGONAL AXLE FASTENERS 20 66MM 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 too, BOX& END,QAe-#,S$EMBLY COMPONENTS to CIM*V,••'•.9 FLORIDA BUILDING'CODE(Non.High wiocity Hurricane-Zone) H0,44167cRAwN or c2m�nLTEca INC, Nautilus LQ �L E C D INc. RagingS6vHerSyaf•m 08/24+7 4 ,` TILLIT TESTING 3 ENGINECRINO COMPANY EXPERT SHUTTER SERVICES INC. °A TE �� U11ry' \ '1r�, cw a•.s°,. s:am:..o..wawa:n anew IM SW.SILTMORE STREET 17-244 f we...(m l alr f ,(m5)an-pan PORT Sr.LUCIE.FL 348114 S`:Q(/0•:•�G�V 1111' e-nwFBW0006Ti94eom rRa,e(eco)Tia-=6.ria:(m)e71-iso otuwuw ra NA I V F WALTER A TIWrJr.P.E. r. �� •^'°" °'� P.E.SLRuJAa(iFt�( RE/DATE FLORIDA Ue./�44ieT sem 3 or 26 r BOX �Y/6 do Y/7 BOX D V/9 �( �yPE)aR V/9 K REAR Y/6 & Y/7 END' CAP END CAP END CAP END .CAP 1 _ SLATS - SLATS STATS 2 2 SATS . ... 3 - - SLATS SLATS . .. SLATS qq SLATS .SLATS 6 .. - SLATS a 0(SLAT$ 8. 31 Z 8 - -SLATS 0/8 �. 0'/8 0/8 Q'/8 0'/8 o S7 7 LATS " -SLATS ,•4, SLBATS p. 1.. SLATS D (Typ. Ea END) (Typ. Ea. END) SLLATS 20 SLATS qit itA (Typ.) MO.) 10 I X10 SLATS SLATS i .77-7777777777777777777, 7, STORM.BAR SPACIN- ®Y/6 & Y/7 (SEE SHEET 22 Y/6 & Y/7 B B VV/9 V/9. Ma:.SLAT SPAN (SEE SCHEDULES ON SHEETS 16 k 20) M6•.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** (SEE SCHEDULES ON SHEET 16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL :SINGLE UNIT ELEVATION W/ STORM BARS. NJ.& 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'-D'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS,&MULLIONS LY/HEIGHTS UP TO I V-0'. (o).CURTAIN SHALL START W/(71.SLATS AT TOP, FOLLOWED BY 02,p3. .....THEREAFTER,ALL THE WAY DOWN.EACH.SLAT$SHALL CONSIST OF MIN.FIVE(5),SLATS OF THAT SLAT NUMBER..PROCEDURE FOR ADDING SLATS DOWNWARD BELOW b1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER , INSTALLED BEFORE BOTTOM SLATQMAY VARY WITH SHUTTER'S HEIGHT. 1 (b).BOTTOM SLATQ.MUST BE ALWAYS INSTALLED. L'1,111 �'AA T!((��✓ *1M CASE 2:SHUTTER HEIGHT LARGER THAN I1'-0'APPLICABLE TO INSTALLATIONS W/O STORM AA �rf vVu�v4 '. FLORIDA BUILDING CODE (Non High Velocity.Hurricane Zone). BARS AND W/OR W/0 MULLIONS W/HEIGHTS LARGER THAN 11.-01. jNo. 02017 PLTECO INC. ORMN or LCL (a)CURTAIN SHALL START W/#11.SLATS AT TOP,FOLLOWED BY#2,g3,.....THEREAFTER,ALL Nautilus THE WAY DOWN.EACH SLAT#SHALL:CONSIST OF MIN.FIVE.(5)SLATS OF THAT SLAT *•- * •* C ROIHng Shultorbystern IW24/17 NUMBER.PROCEDURE FOR ADDING SLATS.DOWNWARD.BELOW#1 SLAT SHALL 8E 'O A I.L E.0 O INC. DAT su"TRS"MED UUSTUBE USED TO COMPLETE THE AFTER SHIUTTER HEIGHT. ADDITIONAL p10 ?9� :\�yk�,,�Q ,LL,T T�T,�o:�D�,N nPy� EXPERT SHUTTERD E STREET INC. ,/_244 • a mot:lta�e<oTOaae PORTST. FL 74984 .,, (b)130TTOIA SLAT©MUST BE ALWAYS INSTALLED. s�ONAL�I�tlt1 ®-0006718 c000)i.9-8056,— m2)`e7,-UosO WALTER 2 TILUf.Jr.PF �a ru n.s mama: un P.E.EALjS(GNATURE/DATE TYOPMA U�y 44167. an.o-w. .n - - s1¢ir s.or 2a Max.UUUJON SPACING �W 1/10OR W-2/110 (SEE SCHEDULE �� G Or © O41_� W-3/12 OR W-4/13Ca OrQ qr 0NSHEETS24,25&26) [t;W-1/10 OR W-2/11 OR Nax.SfOAILnR Not.MIJUION SPA CINGGrG� or W-3/1g OR W-4/13 BOX (SEEHEOtN (SEE SCHEDULE V/9 K �nP• ON SHEETS 24; 25& 26) ji, ;r/, /,•',`✓..//. "%l.i � r',� ;f i'. :tri'' /. ;/li'%!.' BOX END. CAP I I END CAP LI II r II II I j 1I I I I _ 11 I I 01 S, LATS I - 1 1 - - I I SLATS I I I II 62 I 11 t l SLATS I I I - I I SLATS jI II 1 II 11 #3 ,p LN i i i - i i SLATS SLATS i 8=A_ P BSPf B #4 is .. SLATS a�.N �v 1 1 1 .. i t SLATS a.N I - I I 11 65- O N N I .1 i !I 05 1 F 1 1 SLATS y. N I SLATS o I 1 I 0/8 1 —0/8 I I i i sun M.go� 0/8 1 0 8 I I i i suis = I-n� I t S$o 3 B ' ' I 'I #7 W A sun A , I sLAn s 7 (?YP•) 1 i i R 8 1 i R 8 9 3 0 (TYP•) I 1 I R 8. i i R 8 or 1 1 --R'/. or ... �5 1 1 is or- 1 or SuTS .R'/ I I R/. SLATS. . o" I R'/ I I R/ ' R/8 I 'I ii I1 - (TYP•Da. END) m R�8 1 I i i i (TYP•Ea. END) 11 R/8 SLATS i R�8 i R/8 i i suns or or or or II L I _R'/8 1 I R'/8 I I I 11 1 I R'/8 I I R'/ I t:. I I I.I 11 f�10. - 1 11 11 SLATS SLAW 1 .W-1/10 OR W-2/11 0R Q MAX. STORM BAR SPACING! W 1/10 OR W-2/11 OR Q (SEE SHEET 22) 6 W-3/12 OR W 4/13 (TYP) W-3/12 OR W-4/13 V/9 (rYPJ Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN I Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN '(SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON .(SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) :SHEET 15) SHEETS 15&16), SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & W/O STORM BARS WZ MULLION & W/.STORM BARS NOTE: SEE SHEETS 2 & 3FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: # CASE 1: SHUTTER HEIGHT EQUAL OR LESS TWIN 11'-0".APPLICABLE TO INSTALLATIONS W/0 STORM BRRSr W/STORM BARS,OR•W/STORM BARS&.:MUWONS W/-HEIGHTS UP TO 11'-0'. (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY 82,g3; .....THEREAFTER ALL THE.Y1AY - DOWN. EACH SLAT If SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ....... ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS �� f�:A. COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE.BOTTOM SLATQB MAY VARY WITH Ltt SHUTTER'S HEIGHT. ,\``�p ✓9 V VlC FLORIDA BUILDING CODE(Non High Velocity,Hurricane Zone) QB . (D) BOTTOM SLATMUST BE ALWAYS INSTALLED, .p•167 By: 74 T 0 2017 rLTECO INC, ilDRAWN �* �2:SHUTTER HEIGHT LARGER THAN 11'-D'APPLICABLE TO INSTALLATION W/0 STORM.BAR AND Y!/ 4 : Nautilus (, ilS. L.C. MULLIONS W/HEIGHTS LARGER THAN 11'-0'. JRoUing ShuHerSysfem 08/24/17 (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY#2, F'3,......THEREAFTER ALL THE WAY Q - --'� v O INQ, DAN DOWN:EACH SLAT®SHALL CONSIST OF FTVE (5)SLAT OF THAT SLAT NUMBER.PROCEDURE FOR TILLrt TEsnMo a EncwEERIRa coMFANY: EXPERT SHUTTER SERVICES INC. L J10 SLAT IS INSTALLED.AFTERl�� 1 asci n.,gym.ss.sa x,wmw..anaoa,n.aVm 1620 S.W.BILTMDRE STRkET 1.7-244 ADDING H10 EIGHT.THIS INSTALLED,ADDTS DOWNWARD ITIONAL'#1100 SLATS MUST BE USED TT SHALL BE CON171NUE O COMPLETE THE TOTAL SHUTTER ^�yPs�UNA�•� •T'LITTTI sem..L �14i®Lta Gc9 gym'-'O' w�oni;Pepo T ORT o..,p lE.rtR 3499�t�� ,M N. WALTER A T1Ult Jr.P.E. �� 5 �� P.E. 5 GNATURE/DATE LLORak Ue.!44167 m ssos (6) BOTTOM SIATQB MUST BE ALWAYS INSTALLED._ r: POURED X5/16-0 TAPCONS XL W/2 1/4°Min. 1'xl'xt/8'OR 2'x2'at/8' 5/16'0 TAPCONS XL W ' 4 / CON EMBEOMENT& 1/40x3/4°HW BURDEX TEK SCREWS 1'0.0.x0.060'GALV, ALUMINUM TUBE 2 1/4'Min. EMBEDMENT REQ'D STEEL WASHER 0 24'o:e. W/ 1°0.0.x0:060'GALVANIZED STEEL & 10.0.x0.060-GALV. / / 5/16!0 TAPCONS XL W WASHER.0 24'o.e. STEEL WASHER 0 24'o.c. 2 1/4'Min.EMBEDMENT 0 - 0 24°o.e, I' POURED CONCRETE i POURED CONCRETE OR GROUT FRIED OR GROAT FILLED CONCRETE BLOCK CONCRETE BLOCK---. WALL REQUIRED. WALL REQUIRED. Q I , EDGE AF� ' EDGE 0� OPENING I M:. M... OPENING - 'M, DfLSTINC 1 0 ,.I XISTEXISTING 1 i EIN—�I GLASS. GLASS ---4 (BEYOND) ;i (BEYOND) (BEYOND). i d ' SEE ANCHOR . SEE'.ANCHOR %. z w , _r+ SCHEDULES ON SCHEDULES ON .N SEE ANCHOR I _F m SHEETS 16, 17 i ��,jy� ^ CC N SHEETS 18 17 t SCHEDULES ON ; / t z S o & 18 q b O SHEETS 16 17 ; b A� _ &18 ii q = Mm. SEPARATION Min. SEPARATION + Min.SEPARATION TO GLASS mi TO GLASS s TO GLASS $ D(IFRIOR (SEE SCHmOLES. �I � N '(SEE SCHEDULES, DRERIOR (SEE SCHEDULES, I .. ON SHEET 15) , "' ON SHEET J5) 0- ( .. ON SHEET 15) ip ii E 1 I oft E3 ii �8 0/80/8 sf 0/8 0/8 f 0/8 .POURED CONCRETE ;i i POURED CONCRETE I 1 1 OR GROUT FILLED OR GROUT FILLED: I 1„ :CONCRETE BLOCK POURED CONCRETE n i CONCRETE BLOCK ' WALL REQUIRED / OR GROUT FILLED WALL REQUIRED., , n CONCRETE BLOCK WALL REQUIRED. i u EDGE OF ii I EDGE OF QPENIN II L �! OPENING I i B ------- i B 7' i; O 2 1/i6° I; 2 t. F-0 MIN. E,D 1' 1/2'x1 1/2'xO.062'xCONT.ALUM. / �. �: % MIN.ED '1' 1 2k4'x0.062'zCONT. ' ANGLE W/5/16.0 TAPCONS XL W/ - - ALUM.ANGLE ANGLE TAPCONS XL W/ T 2 1/4-Win.EMBEDMENT 0 24'0e POURED CONCRETE 5/16'0 TAPCONS XL W/ .7 2 1/4'Min. EMBEDMENT (feQ3:kti,Min:)REO'D. 2 1/4'Min.EMBEDMENT @ 34°o.c. @ 24'c.c. WALL MOUNTING FLOORICEILING/TRAPPED.MOUNTING BUILD-OUT MOUNTING .... SECTIONS,/ ,• VA-. FLORIDA BUILDING CODE-(Nan High Velocity Hurticone Zone) 02017 Tu.TECO INC. DRAM Br INSTALLATION DETAILS ON EXISTING POURED 44167 1Vaufilus �G CONCRETE OR GROUT FILLED CELL CONCRETE I /VIECO Inc. xTTER SERVICES om 'q :4 Q TILL"TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS 90 �. mas n�. eu a,m m RS1.A wme s n avu 1P602T6 S.W.LBI�FFLE.1 17-244 0tlte-ft.14— ORA'dWa 14 ROM SCALE: 3/16' m 1' = FQ - °6x {1 EB-00067ROMTEDD)N/-saw.ruc tmt 871-CM WALTFA A T1LUT l P.E. t70RIW Lie./4{167 oR� �� SHEET 6 Of M n,r me ne r- o.n viii 1 DATE ` . EXISTING WOOD EXISTING WOOD 5/16'0 TAPCONS XL W/ 5/16' TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR.RAFTER 2 9/2"aGO. NS XLATION' 2 1/2'Nin: NS SLAW/ 1/4'x3/4'NW BUIIDEX 1/4'0x7/4'IIW BUILM 1'x1'xf/8'OP 1'x1'xl/6`OR TEK SCREWS W EXISTING W000 & 1'O,D.x0.060'GALT/. EXISTING WOOD &t'O.D.z0.06p'GAIN. 2'x2'zi/6' TEK SCREYfi W/ 2'dk1/B� / PUSSES OR RAFTED. STEEL WASHER 0.24'0.0. "'TRUSSES.OR RAFTER STEEL WASHER 0.24'0,a ALL LL TUBE 1'O.D.x0.060'GALVAWZE ALUYWUN NfiE 1'QD.z0.080'GALVANIZED STEEL WASHER O 24'o.a STEEL WASHER O 24'e.e. 6/16'0 TAPCONS.XE 9/16'0 TAPCONS.%L W/.2 1/2'l - W/2 1/2''NIO: PENEfIWION PENETRATION O 2P o.c: .. O 24'.-- (2�2'x4'OR." (2�2'x4'OR I 2 x6'.CONT 2x6'CONE. (2 254'OR '(2)2'x4'OR TYOOD HEADER WOOD HEADER 256•DONT - 2'x6:CONE. REOUIRE REQUIRED WOOD READER �I WOOD HEADER 1 '� REQUIRE 'REQUIRE. I I 'EDGE Of. EDGEI - EDGE I - M EDGE I h OPENING 1 M' 19 OPENING 1. M �_ OP,ENINGI zo OPENING ° EXISTING 11 ° E5N0 Wg ctAss I GLASS O I� EXIBEOR �' GGU55�, F711ElODR (BEYOND). j f B. El (BEYOND) i z (BEYOND) .1 (BE1'OP81) 1 q Ih' OR (2)2'z4'OR - N'n• {uu p I ca�T60R u. I SEPARATION 61 x 1 5c (2)2'x4''OR `:, Ym. Cyt:(2)2'x4'.pR SEPARATION4m.11014 . TO:GIASS 2x6'CONE. I. SEPARADON 'WOOD STUD [l/S5 coNr.rmoD ,11E s )1 ax q y WOOD STUD 1 SfE Osr worn sTUD I lsQ so ELSE oR -_ SNL7 O 16' i SFFE720) a'. 3 1 O 16'O.C. ( gE�p) = 3 16,Ol StEtTtO) O.C.VAX g g WAY.REQUIRED (SEE REQUIRED. ANCxORS SEPAA TKX1 (SEE SHEIEf ZO) u (SEE SHEET 20) 20) 1 SCHEULE TO GI755 1 1 b 1 I ON.SHEET 21 o (SEFSotwiE OA j sxtLt 70) p 0/8 `p 0/8 0/8 1 I '0/8 (2)2x4..OR: -SCE AN ORS 1 ! SEE ANCHORS FINISH T (2 2'x6 11 SCHEUIE i SCNmULE I D EDGE Q2l W000 \ ON SHEET 21 EDGE 0 I ON SIIFEf 21, OPENING - ,B SPUD-016' 1 D. OPENINGF: REQUIRE. I rrrrrr�� B I SEE ANCHORS 'EA 110"x1 t 250.062" (SEE SHEET. I E` 2'xa50.062'xCONi. 1i EUS // ALUM.PNCLE ) \ 'ON.SHEET 2t E. xCONT.P1UN.ANGLE, 20) _E• 1 9/16'0 TPPLONS XL \\ i �. TAPCONS XL W/z 1/2'urn. 0/8 I 0/8 w/2 1/2'M, PENEn>ATwN I PENE1RAnON D/B 0/8. 0 24'ac. 2 x4 OR 2'K' FLASH O 24'O.a 254'OR 2'x' I. TROSR 2'x4'OR 2'N' -FlIs]i 2x4'OR 2'x 1. '.EXISTING WOOD LONE WOOD EXISTING WOOD CONT,WOOD CONT,WOOD E%ISDNG WOOD CONE•WOOD I -.DECK OR BOTTOM SLATE DECK OR BOTTOM PlA7E I: EXISTING WOOD : BOTTOM PLATE PECK Dfl BOTTOM PLATE CONCRETE STAB REWIRE DECK OR REWIRED I�• CONCRETE.'SIAB REQUIRE B REDNRE. (SEERE SKEET 20) REQU RED.SLAB in (SEE SKEET 20) -g.. REQUIRED;- �RE:SLAB (SEE SREET-20) a. REQUIRED. (SEE SHEET 20) MCI- .1 (-• -v' _ 6AFPWJL`U --J LJ. - FAPRG'HE) WALL MOUNTING .WALL MOUNTING BUILDOUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIT, MG._WOOD BUILDINGS FLORIDA BUILDING CODE(Non B7gA.YeIccity EuTlicone 7A=) • .44167. L '\ O2017 TR7EC0 INC. .... NautilusGWt�BY: *, * r* �'L E�r INC. RDIIingS6ufterSyatem o6WE T1Ulf TESTING e:ENCINEE LINO II.. NY EXPERT SHUTTER SERVICES INC. _ Nor'". .•• 8,.•'� ,1E1� AlIL nr.ES a,se xr ism.0 0wmcs n ansa .1626 PORT ST.LUCIE.FI:.TFEE4 17-244 n r Ana»:.(.tos7en-I9C.ro a P0S3nI-1;11 / ED-DDO000OuoLrom Anile(4pp7 7a9-Ca10 fall• T) 071-ooso 'NO.NAL T• i 6719 r WALTER ALTIUT�Jr.PE. P.E. SEN,S'�blV�/� I6l1A Ilc.E/DATE FLO44,67 a0:.e-aH x SIIEEf 7 oF.M Ali,ED: POURED CONCRET R.ED. ©.OR J in;E.D. OR GROUT FlLLEO - F K ORO _DOR .I .POURED POURED POURED CONCRETE BLOCK (SEE SCHEDULES ON (SEE SCHEDULES ON Fl:On (SEE SCHEDULES ) CFONUf�LLED K OOR J .CONCRETE OR $HEFTS T7&18) CONCRETE BLOCK SHEETS 17$ iB) GROUT FlLLEO_.� SHEETS 17 k 18) CONCRETE BLOCK (SEE SCHEDULES ON CONCRETE SHEETS ii&18) RLOCK \ A 2:780' H * \ \ 5 0 4'u.c. q OE OR E1 2.848• a:4s2'- 2. q. 2' `z• r o +• A I A ®OR 3. l H •I'------ H .. D oa?%a�/uP td. +/2 +/4' p o ao.c. o a•o.r. 1/2.,/4, D SECTION W/ STORM BARS OR 1/B'-SUP OR 1/8 SUPFLUSH MOUNT (WALL) OR 1/8•SLIP SECTION P—P PTRAPPED MOUNT BUILD-OUT MOUNT OU IL1 D-OUT MOUNT SCAM.3/le".+ SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G G OR G G DR© ©OR G L H A H I * H H 0 4'o.c. H 0 4 o c E� A ®4'o.e. 0 4•o.c. A k1/1, D®4'O.C. A I l__ 1/8' P \^ SECTION Q'—Q' (PLAN) 1/2,T/e �/4644, b r — ORIENTATION #1 OR i B'SUP 0R 2 SLIP T/2,1/4• 1/T'.1/4• 1/2,1/a' +/2'.1/4' / D. OR 1/8'SUP OR 1/8'-SLIP' p. D OR 1/8•/SUP OR I/b•'UP WALL MOUNT END MUWON SECTION 0-0 (PLAN) SECTION Q (PLAN) SECTION R—R (PLAN) SECTION .R'—R' (PLAN) H ORIENTATION 11 ORIENTATION #2 ORIENTATIONS 11 dL #2 ORIENTATION g2 A O 4'ox. A WALL MOUNT END MUWON WALL MOUNT END MUWON WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERI R MUWON st--- INSTALLATION DETAILS INTO MULLIONS G,G1,G2 1 SCALD 7/4'.Y 1/2'.T/4' t[2';t/4' � OR 1/e•SUP 0R-+/8'SUP t:((�} s— (2) 2`x4" OR J `J 2'x6' STUD (2)'2"x4' OR (SEE SHEET 20) m. (SEE SCHEDULE * ALTERNATIVELY TO OH A G 2"x6"•'STUDS I ON SHEET 21) .(SEE SHEET 20) V.- (SEE SCHEDULE MIN. 1/2` 11/4"0-20x3/4" S.S. M.S. ON SHEET 21) PLYWOOD W/ NUT MAY BE USED SECTION Q'—Q' MIN 1/2' I FOR THIS CONNECTION _� ORIENTATION #2 PLYWOOD 1 t _ _ _ WALL MOUNT END & INTERIOR MULLION ©OR 3 1.790' 2:250' 2'OR.1 ,"//I/nuq F� � 1/2.1/4' H ,�� t �YMjs • � FLORIDA BUILDING CODE(Non High Velocity Hurricane?,one) OR 1/B'SUP A 0 4'O.C. 1/2.1/C ��: . OR 1/B'SUP LO. ` .4416y : 02017 TILTECO DIC. Nautilus �"Lc By. FLUSH MOUNT (WALL) BUILD-OUT MOUNT *' Roving mutmrsyetem 09/24/17 SECTIONS 0'-0' PLAN): DATE a ,r -� p EXPERT SHUTTER SERVICES INC. TILLIT TESTING h ENOINEERWG COMPANY ( � (� 1 61.5 Nt.XU:6L.9..1W.VPL C1i0ae,R SYIb 1628 S.W.BRTNORE STREET 1 7-244 14 a" :lm>en Isn v (x!)ev1-'�I PORT ST LUCF-FL 34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS Nrg�l�E7N '� w� ETERe�onowa7tl4 PE cwol T49 �o.E.x TT z1�+-oma 5CNE:Ile.I• R:E SFJd)SfGNAIYIRE/GATE Fioamq L,c/44te7 •m VEff 8.OF 2e 1/2"Min, E.D. 3- 1/2'Min. E.D`�'�FOR 3/8.0 CALK-IN ANCHORS (4).3/8.0 CALK-IN ANCHORS OR 3' Min.E.D. 3•Min. E.D.---+--fOR 1/4'0 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR 'Min. E.D. Min. E.D.--I--FOR 3/8.0 KWIK SOLT TZ EXPRfiWI ANCHORS (4) 3/B•0 KWIX BOLT TZ.EXPANSION ANCHORS OR (4)ANCHORS*PER (4) 5/16.0 TAPCON XL ANCHORS STORM BAR CONNECTION, 3 1/8'Min. E.D 1/8'Min. E.D FOR 5/16'0 TAPCON XL ANCHORS 1' J' 1" SEE TABLE 2 ON SHEET 23 EDGE OF SLAB: EDGE.OF SLAB 5/16.0 TAPCONS XL W/ - - -----(Typ.TOP& BOTTOM) IF APPLICABLE lF APPLICAB(E .2 1/4'Min.EMBEDMENT 1' & 1ASH x0:060•GA.c. 1" STEEL WASHER'®24'o.c. / `( DffERIOR 6e I 4' Min. 2- POURED CONCRETE 11 2' �- POURED CONCRETE '1 2LUMINUM'xNGLE E6063-T6 ALLOY). (f cm3 Kai) 5'min. 2" ALUMINUM ANGLE EA. SIDE W/ (Pc-3 Ks!)5'rain, p 5/16'0 TAPCONS Xl THICK REpU1RED (2) 1/4'0-14x3/4•ITW UILDE%7EK THICK REQUIRED II SCREWS TO STORM BARa W/2 1/4"'Min, j EMBEDMENT& 5' (Typ.TOP& BOTTOM) p 1"O.D.xD.060".GALV. u I I STEEL WASHER 0617" 11 2t L-Box SECTION S 8. u I I 24'ax. F e MACHINE SCREW FllO.Y n. I I I d19MD9D1DFD INTO MOM G I If 9 ANCHOR 1'Min. FOR BOX u WIND ZONE I 9 1-3 t It u I I DETAIL A I I I R (: If 2'Min. FOR j{ I I f SEE STEP 3 ON SHEET 14 FOR.SPECIAL 1ilid >k 1/4'0-20 OR 3/8''0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE-F! I I TREATMENT-F. WIND ZONES 1 THRU 3 zd`� 1/4"0 x 3/4'SOLID-SET OR 3/8%x 1 1/4'CALK-IN ANCHORS. a 1'Min. FOR n RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME �. 4 i rn w WIND ZONE- I STOftlA BARS ARE REMOVED. (SEE DET,A). N u v) 1-3 t n I E(fEHIOR N I SEPARATION TO !� I o. li I I (2) ANCHORS* PER II W ➢ STORM BAR CONNECTION, z ""��it GLASS I I A g.� 2• Min. FOR p I I SEE TABLE 3 ON SHEET 23 D(SEE SCHEOUlFS ON w of- 11 SHEETS 15 L 16) I g w WIND ZONE - BEYOND �(Typ.TOP & BOTTOM) m.W P I 2N Min I1 I (2)3/6"0 CALK-IM ANCHORS OR j 3N. 11 i I �� If I (2) 1/4'0 SOLID-SET ANCHORS OR SEPARATION TO . 1 4" GLASS (2).3/8'0 KWIK SOLT TZ EXPANSION el K (SEE SCHEDULES ONI A ANCHORS OR 1' SHEETS 15 & 16 (2)5/16.0 TAPCON XL ANCHORS y n I I BEYOND EXISTING If ) I t' K EMOR It I. GLASS u I I 2' u2'12'x7/8'x0'-S-(6063-T6 ALMY) NUMGIXi lAss"G- p I I u r----� sl 2 8 (2)MI/4 0-M4x3/4GLEEA.ITW ILDEX iEK n u SCREWS TU S70RM BAR K 9 I I I (IV.TOP/BOTTOM);I I I �(M.TOP/BOTTOM) 5' (Typ. TOP & BOTTOM) n I u IfI` u o SECTION S1 -.S1 (IYP,TOP/BSOTTON)il t TOP/60TTOM) 9 I I 2-1/16 4 Min. It 11 I POURED CONCRETE MIN. EO E.D. i 1/2'x1 1/2"4.062':CONT.ALUM. (F'c=3.ksi)5' min. ANGLE W/5/16"0TAPCONS XL W/ 0 !' THICK REQUIRED. 5/16" TAPCONS XL W/ 2 1/4'Min.EMBED1Jii R _T 2 1/4"Min..EMBEDMENT®24'ae. 6 24•c.c. 7771 EDGE OF SLAB POURED CO C / / ED/F SLAB/ WALL MOU `•`•••• --I S'c.S kH, IF APPLICABLE \I�—T ~C 'ti��: ( 9 LY ) IF APPLICABLE (V c 3 t 1)N ecD'D FLORIDA BUILDING CODE Non ffi h Veloc! Hufilcane Zone 1/2'Min. E.D. 1/2"Min. E.D�FOR 3/8"0 CALK-IN ANCHORS 4 •, � c o son nr.T[c0 INC. • DRAWN ery 1-3'On E.D. 3'Min. E.D.- FOR 7/4'0 SOLID-SET ANCHORS '�.* •44167 Nau flus - _ — Min. E.D. Min. ED. FOR 3/8.0 KWIK SOLT'TZ EXPANSION ANCHORS •p' RolHuglibuNelSystoun 00/24/)7 ' 7','1/8'.Mn E.D. 3' 3 1/8 Min. E.DFOR 5/16'0 TAPCON XL ANCHORS 'PO • -I LIE C O me. - - oAl[ .t7 {(� �� TILLR tESNNG&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC.' (�ty01 �r K( 11 egy iba�w _1_1AW 1 1 1628 S.W.BILTMORE STREET 17-244 7.7 11 a-mar hill .O-1— PORT Sr.LUCIE.FL 34987 DRAW W Mt FLOOR TO CEILING CTRAPPED AND:WALL MOUNTING'S STORM BAR n / NAL��611,► EFL-0066119 PNO r•I(E0a)749-eax.FAX:Drx 001 aevo SECTIONS WALM A.nLLR Jn PE a1¢r-G or ai SCALE:3/16'-I'. P.E.SAY/Sf�� TURE/DATE FLORIDA Ue.p 4416.7 I oc Don v� .- 0 "Min. E.D. Min. E.O.—T4 .D. -0R(1) 3/4.0 KWIK BOLT TZ EXPANSION 2' 1 1/2"-.{ }, 1 1/2" ANCHORS 0 END AND INTERIOR MULLIONS -©&® (ORIENTATION#1)AND END i MUWONS©&G1 (ORIENTATION J2) - - 3' _ 3. FOR (2) 3/4.0 KWIK BOLT TZ WANSION G - - -9-Min. E.D. " Min. E.D. ANCHORS 0 INTERIOR MULLION PC..,y G (ORIENTATION A2). EDGE OF SUB 1 EDGE OF SLAB EXRRIUR EXfFI(IOR T T '7 J'x3 z1/Z x0. 6- 4' IFAPPIJCABLE I 1 I I.I 1 1 1 7 IFIF APP�UCABLE 5" , \ I 11 \ _ (2) 3 U ALLOY) Alum ANGLE EA. SIDE W/ + 3"x3'x1/2'x0'-4" (2) 3U4UO U BOLTS —i- (6061-T6 ALLOY)Alum. TO MULLION✓ G'& 1 POURED CONCRETE L ANGLE EA. SIDE W/ (1) 3/4'0 KYAK BOLT 7Z.: (f"G= 3 ksi Min.) 11 3- 3/4-0 THRU BOLTS TO 1 I/2' EXPANSION ANCHOR 1 1/Y 8" Min.THICK REO'D. p MULLIONn& (1) 3/4.0 W/6'Min.-EMBEDMENT j EO. EO_ KWIK BOL TZ EXPANSION 1 1/2' TO POURED CONCRETE ANCHOR W/6"Min. (Typ.TOP &BOTTOM) !. I EMBEDMENT TO POURED - 6" i I I CONCRETE(Typ.TOP & 1_4' - UBOTTOM) wEXISTING-_"II i I SECTION X1-X1-W/.(G� ALTERNATIVE.SECTION X1-X1 W1(G-)* GLASS. a _ � 1 L I (END & INTERIOR MULLIONS 8 INTERIOR QUM) z,m 11 Min. 1 ... S2 N u I G OR (W/ ORIENTATION 1) W ORIENTATION g aI u ! (6"x4') (4"x6") y i3 jj I - 4'� 1 1_/2, 1 1/2- 1 1/2- p I 3'x3-x1/2•x0'-4- 2+ 5• 5' (6061-T6 ALLOY) + =rn II I EXTERIUR Alum.ANGLE EA. SIDE W/ (2) 3/41 0 T181 BOLTS -�- 3' 3• 3• TO MUWON G B � j, 40= ® U I ® (1) 3/4'0 KWIK'BOLT TZ G1 G1 _,. . EXPANSION ANCHOR o R I - W/ 6'Min. EMBEDMENT TO I Q ` Q/8 Or ` /B Or POURED CONCRETE(Typ.. 4' E7(IERIOR 7� f 4"- k7(IE7�OR 0. R/15 or a R/8 or TOP &BOTTOM) R'/8 I R'/8G 1 6•DMOR { I i 1 l/r 11/2 s„ it 1 r/z r i/y if L I V 6• )(� 1.1/Y 3"x3"xi/2 z0'-8'(6061-T6 ALLOY) 3'x3'xt/2"x0'-8" (6067-T6 ALLOY) if(11P.Top/8000t I (IYP.TOP/80T'f4N) Alum.ANGLE EA. SIDE W/ 2)3/4'0 Alum.ANGLE EA.SIDE W/ 2) 3/4'0 I E0. E0: I 1 1/Y THRU BOLTS TO:MULLION & (1) THRU BOLTS'TO MULLION 0&-(2) p 3/4-0 KWIK BOLT TZ EXPANSION 3/4.0 KVAK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6' Min. EMBEDMENT TO p POURED CONCRETE (Typ.TOP A If t 3 SECTION X1-X1 W/(GR* BOTTOM)POURED CONCRETE'(Typ.TOP & BOTTOM) I POURED CONCRETE (END MULLION ONLY INTERIOR MULLION ONLY ('c.e 3 ksi Min.) (END & INTERIOR MULLION) ) i 8"Min.THICK REO'O. � ORIENTATION B 1) ALTERNATIVES SECTION X1-X1 W/ / 111 I 1 III (EDGE OF SLAB EDGE OF SLAB L-L is 1F APFUCABLE (8"x4' (W/ ORIENTATION. # 2) IF APPUCA13LE FOR (2)3/4"0 KWIK BOLT TZ EXPANSION (4"W) E.D. ANCHORS®INTERIOR MULLION® �'� 1 (ORIENTATION N2). -AND BOX NOT SHOWN FOR CLARITY "Min.E.D. ---'----9"Min. E.O. OR (1) 3/4'0 KWIK-BOLT TZ EXPANSION END AND INTERIOR MULLIONS \r,\ FLORIDA BUILDING,CODE(Non High Velocity Hurricane.Zone) ANCHORS'0- (�&®(DRI ATON #1 &J2)AND ` f• • 02017 MLTECO INC. ORAAW BYc END MUWON..G7 (ORIENTATION #2) *: r1 O 4q.16 Nautilus �� FLOORTOCEILINGITRAPPEDMOUNTING:MULLIONS:AGOR 'O RomgS6ottersyst— 0e/W17 secnoNs w-1 .po IJNG tE C ER EXPERT SHUTTER SERVICES INC. DATE` p TILLIT TESTINQ ENGtNEERWO COMPACONY - ��1 PA/O,��7_I� \!` eus Nr .' fml?retl1 a Gc 4�ani 1tHa wanF: 4. POOR)Sr.LUC F'cAR�(1626,S.W.11ILTMORE 8 mt-asaa wlxa4No END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* V . NULTfR A IUJJT Jr.P.E o:a m�u� am R r. icvwo- uw SCALE:1/8"- 1' P.E. y�)01R/DATE FLOWa U'./44167 , - •o�rm�_ • .._. 5xLE7 10 t>f 26 Min. E.D. Min. E.D. (4)ANCHORS 3"x3"x1/2"xD'-4" 2" [—(SEE SCHEDULE#1) (SEE SCHEDULE#1)-I (SEE SCHEDULE 81) I I (6061-T6 ALLOY) OSEE ILWMUM©(INTERIOR).&&O(END&INTERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SLAB. EDGE OF SLAB -♦�- - 3' Alum.ANGLE FA SPAN OAERED BY SCHEDULE 1b'FOR INSTAELATION CASES 1,IR&D ON SHEET IF APPLICABLE TIF APPLICABLE SIDE W/(2) 1/2'a '� 3" 25, f I To RU BOLTS MULLION (UM0E0 LOPD,MULLION SPACING AND SPAN INSTALIATION): 1 ) IMUM M DISE l -RESIDENTW,AND COMMERCIAL APPLICATIONS WITH 150.8 4"E)(TERIOR p.61.WUDMUIJ .DESIGN PRESSURE RATBTG, II 3' I 1 12'-0•MAXIMUM MULLION SPACING. POURED CONCRETE 3•x3"ic1/4•x0'-B• I I SEE SCHEDULES j1.&+2 FOR ADDITIONAL SPECS. it (T'c- 3 ksi Min.), (6061-T6 ALLOY) II SEE SCHEDULE#I. Alum.ANGLE EA, SIDE I T/2' W/(2) 1/2"o THRU :dkL G 1 ., B �� IISWIARQT,OAg h-RESIDENTIAL AND COMMERCIAL APPLICATION W/160.8 psf. II j MAXIMUM MULLI DESIGN PRESSURE RATING,8'-0' BOLTS TO MUWON© 1 1/2" MAXIMUM NIAl10N SPACING. 0 I - 6• SEE SCHEDULES 11&12 FOR ADDITIONAL SPECS. W EXISTING I ALTERNATIVE SECTION.X1-X1 W/n* HULKO Off 11-COMMERCIAL APPLICATION FOR t100.0µ9.t MFxIMUY ASD. w GLASS- n. 1' I' DESIGN PRESSURE RARNG,8'-0•MAXIMUM YW.ION o MI°" I GOR G1 (4"x6" INTERIOR MULUON ONLY'W/ ORIENTATION # 2); SPECS. SEE SCHEDULES+I &S2 FOR AODmOtUI 1 1/2' SPECS. (2)ANCHORS Ii I I 3"x3'x1/4'x0'-8• - T. 6• " 1 (SEE SCHEDULE 12) 2" 2" Zw ,f (6061-T6 ALLOY)-\ ALTERNATIVE SECTION X1<X1 VV/ -h M I J Alum.ANGLE EA SIDE 3. .. '^.Z li I I W/ (2)'1/2"0 THRU . �z u I BOLTS To MuuIGN'�y 4"x8" INTERIOR AND END MULLION W ORIENTATION. 1 ® QG1 ' i a" SCHEDULE 01 0 Q/8 or �8 or i i DMOR MIH.SIAB MN.EDGE O I I .INSTALLARON THICKNESS ANCHOR TYPE&SIZE(TTP TOP R BOTTOM) MIN.ANCHOR DISTANCE FOR R�8 Or II R/8 or S(4)ANCHORS CASES REO•p, EMBEDMENT ANCHOR R,•�8 (SEE SCHEDULE>)•1). T 1/2• SIP- 3/8'0 HILA INC HUS-H SCREW&3/eY POWER FASTENER .ww 1 t/2• WEDGE-BOLT ANCHOR FOR©&.®(INTERIOR)MULl10NS 2'1/2• 5 I/Y W/ORIENTATION#2: I I I 6• * E 4' 1/2"01 HIUI INC HUS-H SCR &1/2Y POWER-FASTENER n I I ALTERNATIVE SECTION X1-X1 W/CQ WORI BOLT ANCHOR FOR {END&INTERIOR)MUWON 3 6' W//�ORIEMATION/1. II I X1 1/2•f HILTI INC KWIK BOLT TZ ONLY FOR C& INIERIOR (rry roPtrW) (TIP TOP/eDnDN) (4"x8" INTERIOR MUWON ONLY W/ ORIENTATION # 2) 0 MULLIONS W/ORIENTATION(2)&®(END MULLION W/ 2 1/2' 5 1/2" ORIENTATION �1). li 3•x3"xt/4"x0'-6" 4' 1/2.0 H14R INC HUS-H SCR &1 2Y POWER FASTENER I - (8061-T6 ALLOY)Alum.. WEDGE-BOLT ANCHOR.FOR G& (END OR�INTERIOR 3• 8" I) ANGLE EA SIDE W/(j2L. j• MUWON).W/ORIENTATIONS I OR}2. II I• 3" 1/2.0 BOLTS T1/2"0 F6LTIi INC KWIN 8011 TZ ON FOR C k©INIT3OOR THGI MUWONS W/ORIENTATION/2)& , (ENDS NUS,W% 3 1/C 1 1/2, ENTATION/IKEDGE-0F$LIB 6.6"EXTERIOR Fl 5• I/2 f HILTI_INC HUS-H SCREW OR 1/2"f POWER FASTENER WEIIGE BOLT ANCHOR SEE NOTE ON SC 1 1b NEDGE OF SLABIIF APPLICABLE SHEET 25:VAUD FOR END&INTERIOR MUWONSO&8 3" 6Min. E.D. Min. E.D. W/ORIIMATIONS/1 OR 02.IF APPLICABLE (SEE SCHEDULE�1) (SEE SCHEDULE�1)—I '4)ANCHORS SCHEDULE *'1POURED CONCRETESEE SCHEOOLE(Pc=3 ksi Min.), k4 —SEE SCHEDULE #1. 3' * I CASESTION TN THICKNESS ANCHOR.TYPE&SIZE(TTP.TOP&BOTTOM) MEYBEDMWTR Allam ALTERNATIVE SECTION X1 X1 W/,�G j ,• -L V i.H 4• 5/8'0 HILA-INC HUS-H SCREW&5/6•P POWER FASTENER 2 1/2" ?1/2• FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS 17 OR WEDGE-BOLT ANCHOR SEC11ONS W-1 (4"x8 INTERIOR AND END MULLION ONLY,._ 21 A„ J) 1 FLORIDA.BUILDING CODE(Non High.Velocity Hurricane'Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* Q 2°",L,;CU°" �"""ar NO. = Nautilus �- APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS *cam* TL E C 0,,.. DATE scat£: t/6'= 1' TRAIT TESNHO&ENDMEF3tINC eoMPANY EXPERT SHUTTER SERVICES INC. \\ waa Hx A.x"xa wa a cvmoa" 1826 S.W.BILTMORE STREET 17-244 �. T\\ aw:poskrr tsm r (went-tall PORT ST.LUCIE..R 34984 i er •... .. , e-,Rol:Llteco0aal.mm F•NONF• 000)7Y7-9W8.FAIL prtl."'Mo p61M01C No • SIDE RAIL QD AND BOX. NOT 1s 6 FIE EB-0006719 SHOWN FOR CLARITY WALTER A.Tw.R Ur.v.E. �"a .a Min• °"' P.E; pAy /GATE FLORIDA Lk.0 44167 twt sITErTaDF26 EDGE IF APPLICABLE-, 2'xMULLION,DEPTHxi/B"Cont. AL 1 UM.TUBE (TOP & BOTTOM) W/ 1/4'00/4'ITW BUIDEX TEK SCREWS 7 3/4' I 5/16"0.TAPCONS XL W/2 1/4' W/1'O.D.4.060'GALVANIZED STEEL MIN. E.D: 2 1/6" Min. EMBEDMENT 0 24"o,a. WASHER O 24'.o.c. Min. ED I \ 1- t 1 1,/2- � � I �� EDGE IF APPLICABLE� I ( EDGE IF APPUCABLEI CONTINUOUS POURED I 7 3/4' Min. E.D. 2. 2• —1— �� CONCRETE(rc-3 ka Mn.) 10" T- ( _.. 7 3/4' Min. E.D. 8" Min.THICK REQ'O. END CAP 2" POURED CONCRETE 7 3/4' I (f'c = 3 ksi.Min.) E7aWOR POURED CONCRETE B" Min. THICK RED D. (Pc m 3 ksi Min.) —` 4•DRE[ilOR q• 8" Min. THICK RED D. \ ExiERaR DOOR.G1 u I zn G: OR G1` 2 4` G OR !G7 Z •* It i I 7 3/4-Mtn. E.D. 2' `�N Q/8 Or ii Q/8 Or 7 3/4"Min. E. : 2 -1 - 4"x4'x3/6' N R/8. or U I I R/8 or -1——— s \.U.4'.3/8"(6061-.T6 6061-.T6 ALLOY) , (6061-76 ALLOY SIDE. N- II I I T EDGE IF APPLICABLE z R'/8 ti R'/8 EDGE IF APPUCABLEf o: 0. ExlmNc i-Min. I /_.@(WALL ALSO IrMis MOUNTED SSHOWNt TRAPPED BrrETED SECTION X2-X2 W/(G)OR�*lw ALTERNATIVE SECTION X2-X2 W/(G�OR C�* cussI 1 I ) (END & INTERIOR MULLION) (_END & INTERIOR MULLION) g� ii I I PER SECTION R'-R' ON SHEET 8. (W/ ORIENTATION. L (W/ ORIENTATION # 21 Nljts•\ (4"x6" or 4"z8") Min. E.D 1t" 1 1/2'x1 1/2"x0.062"xCONT. ALUM. (6°x4" or 8"x4") 7 3/4" 'F ANGLE W/ 1/4"0x3/4" ITW BUILDEX 21 MIN. E.D. \ TEK SCREWS 0 24'o.c. TO TUBE. • SIDE RAIL QD NOT SHOWN FOR CLARITY 7• CONTINUOUS POURED CONCRETE(rc=3 kc Mn.) 8"Min'.THICK REO'D. \ ` -I X2 (m:TOP/RGRGu) 1 1/2` 1 1 1/z" Cre.ipP/eortout. 7 3/4" 4°x4"x3/8"x0'-f0"(6061-T6 ALLOY)Alum.ANGLE TGg A•71((%j MIN. E.D. EO- EO- -EA, SIDE W/(2) 3/4'0 THRU BOLTS TO MULUON "Qe.,D •�A &(2)3/4'0 KWIK BOLT TZ EXPANSION ANCHOR ,1•.� •Cuw 9 FLORIDA BUILDING CODE(Non High Velocity Hurricane none) \ W/'5"Min. EMBEDMENT TO POURED CONCRETE .'^ WALL.(TYP_TOP& BOTTOM). No 44167 •'•-. � 0101714TEC01NC. LC. EDGE IF APPLICABLE Nautilus °�""�" Acuwg ShuNersys- 08/24/17 WALL MOUNTING:MULLIONS (G)OR CQ "a IL E C O�Nc. EXPERT SHUTTER SERVICES INC. �� POURED CONCRETE WALL '� �� nLLIT TE"NG&ENGINEERING COMPANY SECTION W-2 �if�"�l C6 `+p�p �� ""�+;,i,Q�,9,'1�m„ .v�Ga ;»a 1626 sw.mLTUGRE srnEEr 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION Al- t EB MAWM END PORT SL LUC E. 34981 Alae:(eoo)743-sane,FM fm)e71-o" 1y- �I WALTER A RURJrP.E. . r mono mrz .m.x: ®nm ua SCPLE: 1/8'=1' .._.. . . P.E. i ME/DATE iL000A t:-(41167 mu-mr n a SRt[i nor 2c I/4'W/4'ITw BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2'zMULLIDN'DEPTHx1 8''Cont. W/ 1"O.D.x0:060'GALVANIZED STEEL —ALUM. TUBE (TOP & BOTTOM) W/ WASHER O 24'ox. ^. P __ 4' —__ — 2.1/2\ 5/6'OTAPCONS XL W/2''1/4 EDGE IF APPLICA84E 7 1/2'Min. E.D. Min.E D Min. EMBEDMENT® 24'o.c. -1— _ 2• '2' 7 1/2" T_ 2. . _ :MIN.E.D. 71/2 Min.E.D. 2" 2- 1 1 _ Ll t/a' I POURED CONCRETE 1 POURED CONCRETE (f'c m 3 kC I 6" Min. THICKNESS Ex1ERI0R 3 t/2" \_/ (f'c 3 ksi Min.) 4.E><IERIOR REO'O. 6" Min. THICKNESS 1 1/4" _. _. I REO'D. 4, GOR G1 CONTINUOUS POURED I EO.LEQ; I END CAP 2" 2' �. w 7 T/2 CONCRETE(Yo-=3 ksi Mn.). - I 7 1/2'Min..E. — 7 1/2"Min. E.D. :Min..E.D. 6 Mina THICKNESS a• I ., 4'x4'xt/4" 1 y 4"z4"x1/4' (6061-T6.ALLOY) z REO'D. I , (6D6t-T6 ALLOY) `1 um.'ANGLE EA.SIDE. j (xO O OR G1 EDGE IF APPLICABLE. loom.ANGLE EA..SIDE. EDGE IF.APPLICABLE N DMOR n I ALTERNATIVESECTION X2-X2 W/(G�OR.Q * ALTERNATIVE SECTION.X2 X2 W/ �* F c n (INTERIOR MULLION) (END & INTERIOR: MULLIONS) ® It (W�_ORIENTATION # 2) U ORIENTATION U 11 m, 0 /8 or it Q/8 or (4"x6" or 4"x8") (8,01 2 R/8 or I R/8 or R'/8' ii R'/8 0SEE MAXIMUM©(INTERIOR) & Gt (END &. INTERIOR) WALL Z c=i. Tr— MOUNTED MULLIONS SPAN COVERED BY SCHEDULE,2b' FOR g n 1' (WALL MOU14TED SHOWN, MAY INSTALLATION CASES I' & 11' ON SHEET 25 W EXISTING n Mt^ I D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND, SPAN INSTALLATION): cvss1 I MOUNTED PER SECTION R'-R' s' it I ON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL 2_17 t/2`\ \ APPLICATIONS WITH 160.8 p.S.f. Min._E.D1: (_1 1/2"x1 1/2"x0.062"4CONT. ALUM.. MAXIMUM A.S.D. DESIGN PRESSURE T1/2" - - ANGLE W/ 1/4"0x3/4" ITW BUILDEX RATING,. 1;2'-0" MAXIMUM MULLION MIN.E.D; 1 TEK SCREWS ® 24" o.c. TO TUBE. SPACING: VALID FOR CONNECTION TO 1 1/4" CONCRETE W/ HILTI INCHUS—H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1/2' 13 1/2"6" X2' INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR (900.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" g/ISN) 1 1/4' 1 1/a° (I'mTop/BOnOu1 MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONTINUOUS POURED 4".4'x1/4'.O'-6-(606I-T6 ALLOY)Alum.ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1/2- E0--EO`- MIN:.E.D. CONCRETE(f c=3-M— EA.SIDE W/(2) 1/2-0 THRU BOLTS TO.MULLION Mn.) 6"-Min. THICKNESS &.(2) 1/2-0 KWIK.BOLT TZ EXPANSION ANCHOR ��ID�ERAIL Q'NOT SHOWN FOR CLARITY \REO'D. W/ 3 1/4"Min. EMBEDMENT TO POURED CONCRETE ,• �4A 1wAu. (TIP.TDP &BDTTOM). ,' cc'•uu.•w.EOCE IF APPLICABLE , GuW , FLORIDA BUILDING CODE(Non Sigh Velocity:Hunieone Zone) WALLMOUNTINGt MULLIONS n OR(� x• � 07017 TILTECO INC. • CR.M ew POURED CONCRETE WALL No 44167 = Nautilus L.C. SECTION W-2 _ RotltngSbutterSysEbm Tz/24/17 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION* EXPERT SHUTTER SERVICES INC. • \ TIWT lE5nNG h ENGINTiERiNG.COMPANY � ",•",...>ex o<.e..,m...��n a,s. 1628 S.M.BILT110RE STREET 17-2¢4 \ `t>` w.�,•,.11Prn.T,-,sw.�o.,cxe7cn-,�T, PORT Sr.IUCIE.TL.34964 -�P ........ 6 t� a-finer 00.01eolmin PNa,x:(eoo 9a8-emx.rAY:pn eT,-oaso. OxAA'OI�MP. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS S 11 ®-0006719 �.. �. SNEE7ItAOTxe SCALE: 1/8-=1- �_'*4Q4,/ TURE/DATE n�Uc iµ+6i Min..E.D. " Min. E.D. -OR (1) 3/4"0 KWIK BOLTEXPANSION 2• ANCHORS 0 END MULLION.W 3"x3"x1/2'xO'-4' (ORIENTATIONS Qi & 82). .(6061—T6 ALLOY) Alum. i tI2' ANGLE EA. SIDE (2) FOR (2) 3/4"0 KWIK BOLT TL PANSION 3/4'0 THRU BOLTSTS TO " Min. E.D. ANCHORS®INTERIOR MULLION Qq (ORIENTATION 2). MULLION &(1 3/4"0 KWIK 80L�TZ EXPANSION EE G_E�OF�SL_AB ANCHOR NT Min. EDGE OF SLAB IF APPLICABLE. {I 1 i l IFI APPUCADIE EMBEDMENT TO POURED . CONCRETE (Typ.TOP & BOTTOM) 7" EXTERIOR G2 POUREDksi RETEJMin.) II L JI IL J (f'c = 3 ksi Min.) 3" B' Min.THICK REVD. II 11 II � 3• II I I EXISTING,-'"�j GLASS 1, j I SECTION X3-X3 W/ 6? It Min. S1 1/2' , 1/2` (END MULLION ONLY N I (W/ ORIENTATION'j t� 1 1/2"7°x4°) a" 1 1/ ii 11 4" N ii I ( n I Z N 3• yr n I 3. Ew Q1/8. n Q,/8 4' EXR3iWR <0 ° G2 4 EXIEPoOR u j G2 za u a„r 3 U II I 1 1/2' u If I 1 I/2' 1 1/2' II gv ® jj I I 3 1/2" 3 1/2' x II ____-7 4� (TYP,TOP/BORON)it, I (1YPI TOP/BGTfOu). 3'x3"x1/2x0 77^(6061—T6.ALLOY) /3".3-t/2'x0'-7 (6061—T6 ALLOY) Alum.ANGLE EA. SIOE W/,(2) 3/4"0 Alum.ANGLE EA.SIDE W/,2) 3/4m jj EO. E0. . THRU BOLTS TO MULLION. & THRU BOLTS.TO MULLION & II 'POURED CONCRETE (1) 3/4'0 KWIK BOLT TZ EXPANSION (2) 3/4'0 KWIK BOLT TZ EXPANSION (Cc = 3 ksi Min.) ANCHOR W/6'Min. EMBEDMENT TO. ANCHOR W/ 6.."Min. EMBEDMENT TO 8'Min.THICK REO'D, POURED CONCRETE(Typ. TOP & POURED CONCRETE (Typ.TOP & BOTTOM) BOTTOM) (END MULLION ONYj {INTERIOR MULLION 0_�(l Y I i i I Ir I I I ALTERNATIVE SECTIONS X3-X3 W/ G? EDGE OF SLAB L j r , U I EDGE OF SLAB W ORIENTATION 21 IF APPUCAALE �. ' IF APPLICABLE .. / 4'x7° FOR•(2)3/4"0 KWIK BOLT TZ PPNSION " in. E.D. Min. E.D. ANCHORS 0'INTERIOR MULLION 1,r A.711 jT=., . SIDE RAIL QD AND BOX N07 SHOWN FOR (ORIENTATION (/2)._ ,� CLARITY. Min. E:D.' 9" Min. ED. - _OR(1)3/4'0.KWIK BOLT EXPANSION ��'�P JG S� i :ANCHORS 0 END MULLION 8 ` FLORIDA BUILDING CODE(Non High Yebcily Hurricane Zone). ,(ORIENTATIONS #1 & g2). Q. t• - . 02037 TTLTECO INC. of caArri * * Nautilus FLOOR TO CEILING/TRAPPED MOUNTING:MULLION :G2 �tolungseuser SECTION W-3 � IL E C O aNc.TIUIT EXPERT SHUTTER SERVICESIWC. ''O� 6�.111'` a '�wsmr Glaaia�c a y„se 1626 Sx.aLIMOFL J seri 17-214 PORT Sr END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * s�ONA1.`��,1�'' °® 671 -(m)749'gm•rAx:(772)v'-0G9° DPAWIM w �ryynn.+ WkLTER A.III a".P.E °�¢ •n.• SCALE: 1/8"= 1" P.E. SEAL/SIGNATURE/DATE -MORIDA Uo 44 67 SRW 12 ar25 r OSEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E,D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, la & It EDGE OF SLAB[—(SEE S7;�l .(SEE SCHEDULE #1)'JEDGE OF SLAB ON SHEET 25. IF APPGCABLE IFAPPUCABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): AB / l INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f, MAXIMUM A.S:D. DESIGN. n 3'x3'xt/4"xO'-7' 1" s' PRESSURE RATING, 12'-0" MAXIMUM n 3' PO (6061-T6 ALLOY) 5" MULLION SPACING. ii (C- 3C CONCRETE Min.), Alum. ANGLE EA.SIDE SEE SCHEDULE #1. W/(2) 1/2-0THRu SEE SCHEDULE #1 FOR.ADDITIONAL SPECS. jj BOLTS TO MULLION 0. 3' n INSTALLATION CASE'la - RESIDENTIAL AND COMMERCIAL APPLICATION D W/ 160.8 p.s,f. MAXIMUM A.S.D. DESIGN EXISTING--� ° 2_ EK01oR PRESSURE RATING, 8'-O" MAXIMUM MULLION j w GLASS it 1' G3 ]I SPACING. wSEE SCHEDULE #1 FOR ADDITIONAL SPECS. 'I Alin. z ii G3 INSTALLATION CASE 11 - COMMERCIAL APPLICATION FOR ±100.0 P.s.f, 0r ° - 7'--� MAXIMUM A S.D. DESIGN PRESSURE RATING, N ii EXTERIOR (4)ANCHORS— u (SEE SCHEDULE�Jt) 8'-0" MAXIMUM MULLION SPACING. SEE G:w p SCHEDULE #1 FOR ADDITIONAL SPECS. Q. 1 QI�8 ALTERNATIVE SECTION X3-X3 WI * LL (W ORIENTATION # 2) SCHEDULE #1 (2"x7" INTERIOR MUL.UON ONLY) o INSTALLATION 7H THICKNESS ANIN. SLABCHOR TYPE& SIZE MIN. ANCHOR DISTANCED FOR I CASES (TYP.TOP & BOTTOM) EMBEDMENT p.N ii REO'D. ANCHOR s SIDE RAIL QD AND BOX NOT SHOWN 3/8'0 HILM INC HUS-H a� !, FOR CLARITY. SCREW, 4' 3/8'0 POWER FASTENER 2 i/2' 5 1/2' u WEDGE- BOLT ANCHOR X3 n X3 (1YP.TOP/80TrOY)� (m.TOP/sOTfaa). .� 4. SOL T TZ P HILT] INC KWIK 2 1/2• 5. 1/2• . BOL tlI II 6' 1/2'0 HILTI INC KWIK 3 1/4' 7 1/2' POURED CONCRETE BOLT TZ u 3' (Yc =3 ksi Min.), SEE SCHEDULE-#1. EDGE OF:SLAB (EDGE OF SLAD IF APPLICA8E1 �IF APPLICABLE I Min.E.D. Min. E.D. "(SEE SCHEDULE;11) (SEE SCHEDULE#1)" FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS Q SECTION W-3 FLORIDA BUILDING'CODE-(Non High Velocity$uidcane Zone) X0.44167 02017n"E`°INC. Nautilus LC .k?•,. Rol!ingShntfarSyp(trm ofijzs/n Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION, IMECO,n� CAW 7rtlff 1E511NO a ENmINEE el°COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO AIIMITED LOAD,MULLION'SPAN AND MULLION SPACING INSTALLATIONS o,� .(pR l ell- � °��, ., , m�°t9." `"j 1a W, 1626 S.W.BICTUORE STREET 17-244 �\ ,�\ e- L UkuaOaal.mm PORT Sr.LUCIE,ti 34981 ORAWftln.N. PHW;IN.)749-9866.FM(772)871-CM --_ SCALE. 1/8'- I' =� L � , WAL7E E8A.-00011B71Jr.P.E. #W m..r mmmi n.r mer ua P. /DATE FLORIDA Lk./44167 , m,ra, . sNEET t2A OF 2'e EDGE IF APPLICABLE 2"zMULUON DEPTHIO/8"Cont. ��. ALUM..TUBE(SGP & BOTTOM) W/ 1/4"0X3/4•ITW BUILDER-TEK SCREWS 5/16'0 TAPCONS XL W/ 2 1/4" W/ 1'O.D.x0.060"GALVANIZED STEEL 2 1/6'' Min. EMBEDMENT® 24" 0.c: WASHER 0 24'ox. 7 3/4" Nin. E.D MIN. E.D. {° EDGE IF APPUCABLE� 1 1/2" I l " 7 3/4" Min. E.D.-EDG2_ 2" ( 4" CONTINUOUS POURED 70„ � 2" T .CONCRETE(1'c=3 16i ALn.) 8"Min.THICK RED D. I I POURED CONCRETE (f'c = 3 ksi.Min.) iB" Min. THICK RED'D. A' EXTERIOR END CAP 7 3/4" 2". EL Min. E.D. (TYP.HTOP/BOTTOM) EQ-,-EO: 4" I .2• I. o.N I II t, I T 3/4"Min: E:D. \ 4"x4".3/8'(6061-T6 ALLOY) 'Min. _I `Alum.ANGLE.EA.-SIDE. N N II (WALL MOUNTED SHOWN, MAY BE T i F EXISTING_] I D ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE) GLASSa PER SECTION O'-Q' ON SHEET 8.) Z o G2 _ EXfER10R SECTION X4-X4 W/ G? N.w �— JEND & INTERIOR MULLION) zz W ii ® (WJ ORIENTATION " sNQ�/8 II I 0�/8 (4,.0 V 11 NN ?N Min. E. \_ 1' 1 1/2"x1 1/2"x0.062"xCONT. ALUM. • SIDE RAIL NOT SHOWN FOR CLARITY 7 3/4• 'F ANGLE W/ 1/4"0x3/4" 11W SUILDEX MIN, E.D. TE K SCREWS 09 24" o.c. TO TUBE. I 1 1/2" \ I 7" 'CtN TINUOUSPOURED—�� I 10" CONCRETE(t'c=3 w Mn) _ 8' Min.THICK REQ'D. I 7 X4 4 X4 (11P.TOP/ammu) 1 1/z, �. t �/2', (TMP.TDP/BOTTOM) T ' MINS.D. 4'x4"x3/B"z0'-10'(6061—T6 ALLOY)'Alum.ANGLE `�P•,n��'��✓ EQ EQ EA. SIDE W/ (2) 3/4'0 THRU BOLTS.TO MULLION �� QY e�� .,�' q• 8 (2)3/4'0 KWIK BOLT TZ EXPANSION ANCHOR Gins '• FLORIDA BUILDING CODE(Non ILgh Velocity Munieane Zone) W/5' Min. EMBEDMENT TO POURED CONCRETE •� .ozo»TILTECO INC. oRym er, EDGE IF APPLICABLE-/ WALL.(TYP. TDP& BOTTOM). .406 , Nautilus Lc- ` '- Ro171ngSbltHerSystem ae/iyn WALL.MOUNTING:MULLION DATE POURED CONCRETE WALL �� '.� \' EXPERT SHUTTER SERVICES INC. \\. TIWT TC6TING•ENGR4EETNNC CONPANI' SECTION W-4 - O (0 \\ N,�, m„'!„d„`�t DM n;,v,u 1626 S*BILTMORE STREET 17-244 FF�S•••••••• � vuLTE.k tal c-I P.E. PIML-TIM)Tis-sm,fM-(nz)e�� oaAwxG wo END&INTERIOR WALL MOUNTED MULLION INSTALLATION a� •� SCALE: 1/8'=1' P.E. yyiTllA DATE FLORIDA Lx.1 44167 ao,sm, n✓ i SNFET 13 oP 16 EDGE IF APPUCABLE-1 EDGE IF APPLICABLE- 2"xMULUON DEPTHxt/8" Cont. •-- ALUM. TUBE (TOP & BOTTOM) W/ 1/4'0:3/4"IfW BUILDEX TEK SCREWS. 5/16"O�TAPCONS XL W/ 2 1/4' W/ 1'0.0.:D.060"GALVANIZED STUL �.-... .._ \ 2 1/2 Min. EMBEDMENT 0 24• o.c. WASHER®24'o.c. 4 3/8" Min, E.D. 4 3/8• Min: ETD 1. MIN. E.D. CONTINUOUS POURED I 1 CONCRETE(I'c-3 W Wn.) \ 2' 3 1/2" I `� BR'ab THICKNESS I j EIMOR I 7 1/4" 4.3/8• I .... W I Min. E.D. I END CAP 4 3/8•Min. E.D. CONTINUOUS POURED CONCRETE(fc-3 W kin). _ i o B"Min. THICKNESS 1' g H REQ'D I Min. EDGE IF APPUCA8LE� < II I G3 IIt I SECTION X4-X4 W/ G3 I. x o ii I (INTERIOR MULLION) R WALL MOUNTED SHOWN, MAY HH a N EwsnNc ii I D VE ALSO INSTALLED TRAPPED (W/ ORIENTATION 2 # GLASS �I I MOUNTED PER SECTION 0'-0' (2"a7") a 0 ON SHEET 8.) II I o N II EXTERIOR O SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN u COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & II` ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q./8 ri Qr/ SPAN INSTALLATION): 2 1/2.\ INSTALLATION CASE Ir - RESIDENTIAL AND COMMERCIAL Min. E.0 1 1/2"x1 1/2"x0:062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/8• "'AIIL8E W/ 1/470x3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN.E.D. 1 TEK SCREWS 0 24" o.c. TO TUBE. RATING, 12'-0" 'MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4 POWER FASTENERS WEDGE-BOLT (m >MU)3 1/2' i (rm:TOP/BOTTOM) ANCHORS. I INSTALLATION CASE LT - COMMERCIAL APPLICATION FOR ±100.0 1• _ p.S'.f, MAXIMUM A;S,D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' r (2) 3/8'0 KWIK BOLT TZ EXPANSION-ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN..ED. ` W/2"Min. EMBEDMENT TO POURED:CONCRETE .. CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL (1YP. TOP & BOTTOM). EDGE IF APPUCABLE CONTINUOUS POURED r,r�(�Q1A TIL' SIDE RAIL QD NOT SHOWN FOR CLARITY -CONCRETE(fc=3,W Mn.) r 8"Win. THICKNESS REO'D: dr�,.'��lEN1Slr ''� ' _ FLORIDA BUILDING CODE(Non High VelocityHurricone Zone) WALL MOUNTING:MULLION G3 C c 2017 nuECD INC. • �M+: POURED CONCRETEWALL ° 140.44167 Nautilus I.C. SECTION W-4 *-rte` ��0 Ro�irtgSbuHerSytfaut DATE r. -o W � lLTC'O�Nc, =� .•' ��` T1L11T TESTING&ENGINECOMPANT EXFER7 SHUTTER SERVICES INC. Q. INTERIOR WALL MOUNTED MULLION INSTALLATION _ ............ `' mm N■.xa 5a sy ws vpa�eumnx n i7 ee. 1626 S.W.BILTMORE STREET 17-244, 1''1fI No.::G+osin+_'* )u,fxa)an-1mI PNS PORI)ST;_�CIE.TAR.34904 -o2s" APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS `cS/ONA1.ti �t s �"""`N. 'ALTER a mur.i.;P.E. SCALE 1/8'- 1" P.E.5 91Wf E/DATE FLORIDA tie./aa107 m Lm TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLEDCELL CONCRETE BLOCK STRUCTURES ( ) ggU OBTAIN JOB SITES A.S.D.OESIGN PRESSURE RATING(p.s.f,)FOR THE OPENING AND DESIRED SLAT PROCEDURE'4b:1F MULLIONS ARE USED BUT W/O STORM BARS SPAN"L-(fl)TO PROTECT IT(SEE GENERAL NOTE tit,SHEET 1): 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT VIVID STORM BARS SHALL STEP 2:ENTER TO CHARTS (In, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1BE BASED ON CHART Ic ON SHEET 15. IT:SHALL BE MEASURED FROM:BACK SLAT SLIP(n),ANCHOR T 2"TYPE AT SID RAILS;A.S:D.DESIGN PRESSURE'RATING(p.&f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"R. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W1 A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC.TO PROCEED WITH SPACING(MAX.,12%V OR T);AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT).WIALLOWABLE PRODUCT INSTALLATION VERIFICATION; INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN(©,©,®&@),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. 3.SEE SHEETS 10,1OA,71,1IA,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT FOLLOWING'DEF DEFINITION FOR SLAT INSTALLATION SHALL BE CONSIDERED: DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CONCRETE FOR A GIVEN MULLION CEILING �PE ED�O& LL MOUNTINGS OF MULLIONS INTO LmAx:THIS IS THE MAXIMUM ALLOWABLE SLATSPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A,GIVEN A.S.D.DESIGN PRESSURE RATING. 1 MINIMUM:SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED . MINIMUM REQUIRED SEPARATION TO`GLASS-IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15,IT SHALL:BEMEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W1 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`W1 A.S.D,DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18;ENTER SCHEDULES WITH FINALLY'DETERMINED ANCHOR TYPE.SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP INCHES ON CENTERS).SEE GENERALNOTE7 ON SHEET t FOR ANCHOR SPECS. &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 4o:'IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON.SHEETS24.25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM MULLION SP N CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT) EIGH TW1 ALLOWABLE YPE&MULLION OR POLATOION N.IN BETWEEN SPACINGS FOR A,GIVEN(LI,G ,V'& ), 2.ENTER TABLE 1 ON.SHEET 22 W/A.S.D DESIGN LOAD;,STORM BAR SPACING AND DETERMINE S.SEE SHEETS 10,IDA,11,1IA.12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). P BOTTOM FOR FLOOR TO CEILING PED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE((g),,G�,�&�). 3.ENTER TABLES 2 OR 3 ORSHEET 23,WITH.A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUSPROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&'D)OR REMOVABLE(ANCHORS B&C) STRUCTURES,SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. 11'1,1'��A TI(Vj✓.- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) t No.44167 = 0 2017 nLTEco wr Nautilus Doan EtC * _ (c RolltngShoMer3'ystom 08/4/17 -�: IL ECOtN�. DAM -9p''• �(/({ TILUTr�TESTING&�pN�EERINGGCCOOMPA Y. EXPERTtfiSHUTT6RoSEFLVICES INC. 17-244 -mm PORT Si.LUCRE.FIL 34984 �� (� •• • 1 e-moS 411teo0aol.eom oaAveq.No 1 PlpNE':(em)las-sols.FAIL•(m)871 w •••�� 111 WALT A TILTILl61t14,P.E soawno• .oca. 1n..r mosrol un P:E. SYlKNA FLORIDA Lie.f:4067 �, 'm.1>,.�, SHEET 14 OF 26.. SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN AS.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS.WP OR W/O CHART I8 CHART Ib CHART Ib' CHART IC USE UMMUM VALUE SElwmf PasTrnE AND KWAIWE ASA.LOAD USE MIWMUM POSRIVE AS.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5H6"0 TAPCON XL ANCHOR 5/16'.'e'TAPCON XL ANCHOR POURED.CONCRETE TO POURED CONCRETE TO GROUT FILLED CEL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN: SEPARATION TO GLASS A.SD. "LNAz' (FT) "LMA%.' (FT) "LAAX" (FT) 4FASURED TO BACK OF SLAT(in) DESIGN WALL . TRAPPED euo-w emir an WALL TRAPPED anLD-our 1=/@ WAL TRAPPED emILD-OUT - W 0 STORM BARS: W STORM BARS R�G MouNr UautR -sm w/.EQ IwUNr MouNt � MOUNT Mawrt us�urt =w/® 1 t 1 t �1 t ND 20N NO ZONE NO ZON WIND 20NE (pef) SM NG1E9# SD:NGIES# "."Gas* STE:NOIFS# SEE NG1E9# 9EE NOBS# NOBS# SEE NOTES# SEE Nous#:'SEE 1171F5# $E NGTES#. LE NO1[5# 1-3 4 1-3 4 30.0. 20'-0" 15'-4' 20'-0° 20'-0' . 20'-0' 15'-4' 20'-0' 16'-0' 20'-0" 15'-4' 18'-0 15'-6' i" 14 1 2' 6' 7' 35.0 20'-0" 15'-3' _ -20'-0" 18'-0' 20'-0" 15'-0" -19'-0' - 161-3' 20'-0' 15'-0' .16'.-3" 14'-0' 1' 14 1 2" 6" : 7' 40.0 20'-0" 15'-2° - 19'-7" 16'-6" 20'-0 1"4'-5" 17'-4' -14'-1D" 18'-11 -14'-5' -14'-10' .12'-9' 1" 14 1 2' 6• 7° 45.0. 20'-0" 15'-0" 18'-0" 15'-3' 20•_0" 14'-2" 16'-0" 13.'-9" 17'-4° 14'-2" 131-9" 12'-0•. 1" .141/2, -6' 7,_ 50.0 20'-0' 14'-10` 16'-9' 14°-2' 19'-1' 13'-1' 14'-10' 12'-1D' 16'-2" 13'-1' 12'-9' 11'-0' 1" '14 1 2" -B' 7' 55.0- 201-D" 14'-8' 15'-8' 13'-4' 17'-S' 12'-4' 13'-11' 12'-1' 15'-0" 12'-4' 12'-0' 10'-6' 1" 14 1/2' 6' 7' 60.0 19'-5' 13'-9' -- 14'-9' 12'-7' 16"-9' I V. 8" - 13'-2"- 11'-5' 14'-2' 111-8'. 11'-4' 10'-0' 1' 14 1/2'2' 6' 7' 65.0 18'-4' 12'-11' 13'-11' 11'-1.1" 15'-9' I V-0' 12'-5" 10'-11" 13'-4° 11'-0' 10'-10" 9'-6' 1' 14' 6' 7' 70.0 17'-4' 12'-1' 13'-3' 11'-4' 15'-0' 10'-6' 11'-10" 10'-4' 12'-9" 10'-6' 10'-4' 9'-0' i' 13 1/2' 6' 7' 75.0 16'-6" 11'=7' 12'-7' 10'-10' 14'-3' 10'-0' 11'-4' 9'-11' 12'-0" 10'-0' 9'-10" 8'-10" _1' 13 1/2' 8• 7' 60.0 15'-9' 111-01 12'-0' 10'-5" 13'-.T 9'-5° 101-10' 9'-7'_ _ 11'-T 4'-5' 9'-3' 8'-6" 1" 13• 6' 7° 85.0 15'-0" 10'-6'.. 11'-7' 101-0" 13'-0' 9'-3' 10'_5" 9'-3" 11'_2• 9'r3' W-0 _.8'-3' 1 '13" B" _7, 90.0 14'-2" 10'-1" 11'-2' '9'-8` 12'-6' 81-1 D" _ 10'-1" 8'-11' 10'=9' 8'-10' 8%_101 8'-D' 1• 12 1/2' B• 7" 95.0 13'-5" 9'-8" - 10'-9' 9'-4" 12'-0" 6'-5" - W-9' 8'-7" 10'-4" 8'-5" 81-6` 7'-9' -1" 12 1/2" 6" 7' 100.0 12,-9" 9'-4' 10'-5' '9'-1 11'-8` 1 8'-4" 9'-5" 8'-$ 10'-0' '8'-4" 8'-3" 7'-6" 1' ...12" 6" 7' 105.0 12'-2' W-0'' 10'-1' 8'-8" 11'-3' 8-'-0' W-2' - 8'-2' V-8' - B'-0" 8'-O". 7'-4' 1' 1.1 1/2' 6' 7 110.0 11'-7" B'-B' W-9' -6' 10'-11' 7'-10' 8'-10• 7'-11' 9'-3` T-10' 7'-9" 7'-2" 1' 1.1 1/2' 6' 7' 1.15.0 1 V-I' B'-5` 9'-6' 8'-.7 10'-7' 7'-8' B'-8' 7'-8' 9'-0' 7'-8' 7'-8' 7'=0' 1' 11 1/2' 6' 7' 120.0 10'-8" W-1 19'-3' •8'-2' 10'-3" 7'-5"' 8'-5" 7'-6' 8,-11" T-5' 7'-5" V-10" 1" 11' B' 7' 125.0 10'-2'. 7--8'. 9,-0' 7'-T7' 10,-0' 7•-2,. W-2• --7•-4•. 8•_8• 7,-2, 7,-3". 6'-8• -1• 1:1" 8' - 7', 130.0 9'-10' 7'-6' '8'-9' T-9' 9'-9' -7'-0' 8'-0' '7*-2' 8'-5' - -7'-0' 7'-2" W-.6' i' -10 1/2' 6. 7' 135.0 9'-5" 7'-2' T-6' T-7' 9'-6' -6'-10' 7'-10' 7'-1' 8'-2' 6'-10' 7'-0 W-5" 1" 90 1/2' 6' 7' 140.0 9'-1" 6'-11' 8,-4' 7'-5' 9'-1' - 7'-8' 6,-11' 81-0' - 6'-10' - 6'-4' 1' 10 1/2' 6' 7' 145.0- 8'-10' 8'-2' 7'-3" 8'-10" - 7'-6" - 7'-10" - - - 1' 10" 6" 7' 150.0- 8'-6' 8'-0" 7'-2" B'-8' - 7'-4' - T-9" - - - 1° 10 8' - 7' 155.0 8'-3' 7'-10' 7'-0' 8'-3" - 7'-2' - - T-7" - - - 1" 10' I - 7' -8'-0" T-8' W-10" 8'-0• - - T-1' - 7,-5' - .- - - -..1" _10' 1 6` 7'' * NOTES 1. ABOVE.INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT 111 A r/1'• AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT111 Q�•,,.. r SPAN AND A.S.D. DESIGN PRESSURE RATING. \\1 •.,✓ FLORIDA BUILDING.CODE(Non ugh Velocity Hurricane Zane) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH ? '1 02017 TILTECO INC, autilus D Br 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'0 TAPCON XL ANCHOR, INTO W'441,6 POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK,OR RoLing9LoHsrSystem 08/24/17 WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION: VALID FOR ? ; WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. 'A • TIWT 11aTING.t ENGINEERMG COMPANY EXPERT SHUTTER SERVICES INC. L 0�•• , ,\ 6MK\.7Cav+cwA pdR16.n.3116 1626 S.W.BILTMORE STREET 17-244 \ Fn...:l]CS)•l1-ran.rm:Gm 'W' \ PORT ST.LUCO:, - 54984 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE ?�Q '••.,•,,,. 4 a-mex enteeea.oteom PNOlE:(ea0)719-903E.FM-(772)eTt-assn ORApO1G tle DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. • ts/ r0 11 EB-0006719 wAL1Fa a TILlrt�..P.E P.E. .ATE FLOROALk-:1'4167 o..0-a„ SWEET 15OF26 MAX.ANCHOR'S SPACING SCHEDULE Va FORA GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KINIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN-RANGE t WALL MOUNT SLAT SPAN RANGE DESIGNPRESSU RE D'-4't > 4'-5't > 5'-6't > W-7't > 7'-s't > 9'-t2't > 12'=ie't > 16'-20't RUM(a R 130.0 9" 9" 9" 9' >31-40 9" 9" 9" 9" 9." >4140 9" 9" 9" 9' - 9. - -9•. .. 7' >61-80- 9" 9" 9" 9" 9• 8` 5 5/8' 5 5/8' SLAT t NQY- >at-t0s 9' 9' 9" 9" 9" 6 1/2" 5 5/8' - �SPAN� MAX. SLAT SPAN FOR A >106-120 9° s" g" 9" a 6" - - C�� PRRES RE RATINGATDESIGN >121-140 9' 9` 9" S. 7" 6' - - HMO EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 _ s' 9" s" 7" T. _ .. - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. SLAT SPAN RANGE 'DESIGN PRESSURE 01-4't > 4'-5't >5'-6't > 6'-7't > 7'-9't > 9'=12't > 12'-16't > 16'-20't 0£ i s 30.0 9" 9" 9" 9' 9° - >31-40 _ 9" 9" 9. 9" 9" 9. >41-60 9' 9 9" 9 9" 9" 7 1/2" >e1-ao s' 9" 9' 9' 9" - >81-105 1 9" 9. 9." 9 8' - - >105-120 : 9" 9 9' 8 1/2' >121-140 9" 9" 9" 7' - - - >141-1601 9" 9" 8" 1 6" - - BUILD-OUT MOUNT SLAT SPAN,RANGE PARE 0-4't > 4'-5't - >-5'-6't - > 6'-7''t >7'=8't > g'-12't > 12'-16't > 16'-26''t RA'NG O e e E E e e e ® @ (9 P.R B>41 9" g" g+ 9• g. 9. 9" g. 9. 9. 9. 9. 9. 9. 9. • 9. g. 9. g" 7 3/4 �, 7' 5 5/89" 9" 9' 9" 9" 9" 9' 9" 9" 9" 9" 9' 9. 9" 9" 9' 9` 9" 7' 7" 6" 5 5/8' 5 5/8" 5 5/8 9" 9' 9' 9' 9" 9' 9" 9" 9' 9" 9` -9` 9" 9" 9 7 1/2' 7 1/2" 6" 5 5/8' 5 5/8" 5 5/B 5 5/8" 5 5/8' - 9' 9' 99" 9" 9" 9` 9" 9' 9" 9' -9` 9" 9" 7° 5 5/85 5/8" 5 5/8 5 5/8' 5 5/8" - -9" 9' 9" 9" 9" 9" 9' 9" 9" 8" e" 6,1/2 6 3/4- 6 3/4" 5 5/8 5 5/8" 5.5/8" 55/8 - - - -g" - 9" y'. 9" 9" 9" 9" ga 8` 8' 8" 6 1/2' 6 6' 'S 5/8 5 5/8"5 5/8"g' ..9• 9,... 9" 9` 7 1/2 - -8' 8° 6 1/2 8'- 8' B" 5 5/8' S 5/8".5 5/8 - -g" 9• 9 8" 8" _ 6• 1 7„ 7" 15 5/816 3/4"16 31el 5 5/8-15 518-15..518:1,w..- - - - - - - - - tt�t, � T . FLORIDA BUILDING'CODE (Non High Velocity Hurricane Zone) f' ■I_. ` 02017 TRTECO NO. 4416 Ofu1aN BC /ro 4416 ". y\ � Rollie Sbutter � 9 �� 08/24117 1 t C O ENe. EXPERT SHUTTER_SERVICES INC. DATE • ` TILUT TESTING.!ENGMEENINO COMPANY 1626 S.W.BILTUORE Sni£Er 17-244 .BRIO Vic.t1�� ^tea c>�a+I asa r amca-IVI PORT Sr.iUM PL.34984 e-mal 67100 Gaol om DRA1W1a tb � ts/�• \� 11 EB-000e719 PNeaFt(800)709-PQ:B•.TAIL•(7)))Bl1-a➢90 WALM A.TMW Jr:P.E. ar.. aamiu drz m.,r... mlena. B.rz /DATE ROMA.Vi.144167 ae,sm, n -SNEFT 16 OF 16 /// / MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE 1W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT STAT SPAN RANGE Oman PRISM- 0'-4't > 4'-5't > 5'-6't >'6'-7't > 7'-9`t > 9'-12't > 12'-16't > 16'-20`t RUM NANGE(pt1) s 30.0 8" 8. 8' 8" 8' 7 1/2' 5 1/2- >31-10 /2'>31-40 8" 8- 8' 8" 8" e" 6' 4" >4f-60 '8" 8" 8' 6- 4- 3.3/4' T NOTE: >61-80 B. 8. 8- V . 41/2- 3 3/4" - SLAT MO. SLAT SPAN FOR A ze1-105 8- 6" 8' 6 1/2' S". 3 3/4". 3,3/4" - SPAN-1 GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. >.106-120' 8" 8" 8" 5 1/2' 4 1/2' 3 3/4 - - [o] SLAT SPAN INDICATEDON >121-140 6" 7 1/2" 6" 4 1/2 4" 3 3/4SLAT PERFORMANCE CHART >141-160 8 6' 1 5- 4' 4 1 - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED:MOUNT WAXWAI SLAT SPANRANGE ASA OESOn Ff� 0'-4't > 4'-5't >51-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'=20't RANGE(P-9 s 30:0 6' 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" V 6" 6- 6" 5 1/2" 4'.. 4" >61-80 6" 6" 6" 6* 6' 4- 4' - >81-108. 6" 6' 6- 6` 4 3/4" 3,3/4' 3 3/4 >tos-12o 8' 6' 6" 5 4- 3 3/4' — — >121-140 6" .6• 5 3/4" 4- 3 3/4" 3 3/4" — >141-160. 6" 6- 5- 3 3/4" 3 3/4' BUILD-OUT MOUNT iso SLAT SPAN RANGE DESIGN0'-4't >4'-S't >.5,-6,t > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't .RSeil111e RMRam ICE(PO E E E E E E E .. E E E E E ® E O E E x 30.0 6" 6- 6" 6" 6" 6' 6" 6" 6" 6" 6- 6-' 6" 6". 6" 'fi" 6" 6" .5 1/2 5 1/2" 4 1/2' 4" 4- 3 3/4- >31-40 6. 6" 6" 6" 6- C 6- 6" 6" 6" 6" 6- V 6" 6" 6' 6" 5" 4" . 4- 3 3/4" 3 3/4. 3 3/4 3 3/4" >41-60 6- 6- 5" 6" 5- 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' 6' 5 1/2 6' 6" 5" 5" 5" 4' 3 3/4" 3 3/4" - 3 3/4' 3 3/4' - - - - >81-105 6" 6' 6" 6 8" 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 - - - - - >106-120:. 6" 6" 6` 6' 6- 5 1/215 3/4" 5 3/4 4 1/2 4' 1/2.. 4 1/2" 3 3/4 3 3/4"3 3/4 3-3/4' -- >121-140 6' 6' 6 5'� 5" 4' 4 3/4' 4 3/4" 3 3/4 4 l/ 2 .4 1 2 3 3/41.3 3/4.' 3,3/R: - - - - - - >141-160' 6" 6" 5" 4 1/2' 4 1/2" 3 3/41 4' 4' 14' 1 4" - 3 3/4 - - - - - - - ............ - 4111 ,.• v`.p�� -.; FLORIDA BUILDING CODE (Non High Velocity.Hurricane Zona). * 44167 = c2b,7'1a,E0G Nautilusft �DIFO�11�/ RouJuysnutterSys(em c6/74/17 � O►1E ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. eu�KK u.s.ws rnctrs n WIp4 162e s.w.muuoRE srnEEi 17-244 AA 1 +�."°iZxem�, �w ...:cn,m„-w, PORT sr.waE,FL 34984 V�•A'�L�� 11 e-mol btt..Gd— DRAWM No ON. 6\ 1d EB-0006710 .PMaNE teao)74a-Rose,m(m)en-CM 'WALTER A.TILLR a..PE. r.a aoa,n, n mar,o m[ P.E. �t'!WfA RE/OATE FLORIDA U.. /44167 a4,sm .� SHIM tY.az6 S' MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0.TAPCON XL ANCHORS TO. GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAK A.S.o: - 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`-20'1 RANGE(pt1.) s 30.0 8` 8" 8" B" 8" 8" 4 1/2" 8' 8" 8" 7" 4 1/2" >41-60--- 8- 8" 8" 8" 4 1./2" - t'NGTE:. >61-60 8" 8.1 1 7 1/2' 7" 5 1/2 - - SLATMAX. SLAT SPAN FORA >61-105 e" . . a°. 7 1/2' S" 4' - �SLAN� GIVEN A.S.D. DESIGN >10e-120 S. T 1/2' 6' 4" NEVER EXCPRESSURE EEDNMAX.SLAT >121-140 8" :6" 5" - - - - - SPAN INDICATED ON SLAT >141-160 7". 54 4" - - - - - :PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15.. TRAPPED MOUNT SLAT SPAN RANGE DEM- PRESSURE RAIING A'-41 t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RAt1GE..(P:at.) . s 30.0 6" 6" 6" 6" 6" 6" 6- >31-40 6' 6" 6" 6" 6- 6° 4 1/2- >41-60 6" 6" 6" 6" 6. 4 1/2" - - >61-90 6" 6' 6" .6" - 5' 4.1/2- >81-105 /2>at-705 - 5. 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° - - - BUILDOUT MOUNT SLAT SPAN RANGE DESIGN-.PRESSURE 0'-4't ->4'-5't ..> 6'-6't > 6'-7't >7'-9't _ > 9'-12't. >'12'-16't > 16'-20't RANGPA(p:�.t. E .E E E E E TML -. E ..E... .. E - EO. E QE E EO E 6° 6' 6" 6" 6" .6, 6' 6` 6".. B• 6". 6" 6 6" 6" 6" 5 1/2 4" 4 1/2" - - - - >3.1-40 6"_ 6' 6' 6' 6" 6' 6" 6" 6" 6" 6" 6° 6' 6" 6" 5 1/2" 5" 4". - 4" - - - - >41-60 6" 6" _6" 6" 6' 6" 5 1/2' 5 1/2' 6'. 6° 6" 6" 6" 5 1/2..4 1/2 - - - - 3 3/4- >61-ad /4 - - - - >61-a0 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° - - - >e1-1os 6' 6"- 6" 6" 6' S 1/2 5 1/2 5 1/2':4 1/2.3 3/4°'3 3/4 - - - - - - - - - - - >to6-tzo 6" 6 6` 5 1/2' 5 1/2" 4 1/2 4 1/2 4 1/2' 3 3J4 >121-140 6" 65 f/2 4' 4° - 3 3/4 3 3/4" >141-160 5" 5:L \\t�� •"'�•'' /nJ'': FLORIDA BUILDING CODE(Non High Velocity:Hurricane Zone) - `- •; 02017 MTE00'INC. tll 44187 A - = Nau us C4 (•—�� xoul,>�s,&Qee�syree:11 IL EC4�NC. GATE (}� 1lLW TESs ENGINEERING COMPANY NNG EXPERT SHUTTER SERVICES INC. 6110 W.JEP:SL SL.SOl,VRRU 4.3fa0?1 F1 3110E 1626 5 W BILDIGRE STREET 17-244 \ Iron.:.(Wi)'J71 13]0.r ,Q(6p71-iv, $FSI RIDP• �/ ►\ -mai l7taco000l.com PORE ST IUCE R 34994 ppAwpp 11\ EB-0006719. (eoo 7.s-Dasa.EAI:(nse71-naso WAUER'A mut Jr.P.E. r oomrm E.iE I S•.g . .DATE TLOROA J../44167 on,sm SNEEf.re or 26 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D`. DESIGN LOAD RANGE, SLAT SPAWRANGE FOR POURED CONCRETE ORGROUTFILLED CELL CONCRETE.BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD). MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE O'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > '16'-20' RATING (Psc) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 1.05 421 135 594 180 999 240 139.0 300 >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 21.0 708 27.0 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1 1695 480 2422 6,00, 2547 . 596 >81'-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 1 313 1 240 1 728 300 881 360 1345 420 158.7 540 2.112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1 1,322 1 480 1 1873 560 1740 640 — — — — — — SLAT 1---SPAN� *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TOSUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVxBVyVALUES. Vy SIDE RAIL-- [7— V.Z�IL�_ , P ,,R``aCCllrit � Vy ttt VGu'SF• L FLORIDA BUILDING CODE,(Non Sigh Velocity.Huiricone zone) No.44167 ; 0200 l TECO INC. Nautilus �" i 1L E C O me. RoWngSBatterSystem c0/24/17 TRLT.TEST„o a eRGUVEENI„��YPANV EXPERT SHUTTER SERVICES INC. n 33,6 1828 S.W.RILTUORE STREET {7-244 6 { PORT ST.LUCIE,FL 34984 S {{ a-moa 1; .0.0— PIgN :,800 ]a9-905E.FAC(7i �1-OG90 ORAWNG Ib ER-�6„a ONAL t --WA LTTE ti Hurt m.P.E. .n. msa oai o.r oom cx P.E.'SFAL/SIGki(ft1(i� DATE IT.ORIW,Oa.d44187 ao.,sm, n sryLCT 19aaa SLAT PERFORMANCE CHART Ib i & IC 1:(ONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART TIbi & 11,01 (ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.f).SLAT SLIP 1161 AND FOR A GIVEN MAXIMUMA.S.D.DESIGN PRESSURE RATING(p.6.Q AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.Q AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS VV/2'x4"STUDS INSTALLATIONS NPO STORM BARS PER DETAIL BELOW INSTALLATIONS WO STORM BARS PER DETAILBELOW AS PER LIMITATIONS ON DETAIL.1 CHART Ib i i CHART 1101 CHART IIb L1�16 ASIX �� CHART IIC 1 ��N:-(mom Pcatt(+r AW ASA uxm ( yw . MAID SUT SPM! IK SLATMN. M1E7UIti1 SEIVAIJIGH 1A�NIXON 11N1E®)IPDA P031AE NO EHIOAE ASD.t0(D IRE WOiM 1Ml.E BDI681.POIDAE AND FWANE ASA[DAO AAM ,.��•00 SPAN 1D 01759 I sm 10' use W)MA pawn&M USE MAXON POMK WOOD GRADE OEM L"(IT) BMX SW 6H6'OTAPCON XL ANCHOR SLAT LAW VALUE 611G'0TAPCONXLANCHOR MIN. T LOAD VNO m'0.SPAN �6p yq F wqp� mW/o STOW Bw MAX.SLAT SPAN .L�. I�gleI ARL SEPARATION TO 1waR1M REQUIRED MAX.SLAT SPAN 'L,.• REOUMED.M.SEPAWITIOTI TO �'Q Hoo 's"a wNn z�(Fs r.o ZONE A 'L)I xl(R) (ft) YE.,1Jf4ED TO BACK OF 3AT(in) ( 'Lwuc'(1t) (f1) Y6URIZI TO I31CIL OF SLAT(In) SOUTHERN PINE!12(C=0.55) fi0, 4'-5' 4'-S' MOUNT �-D Molt/ a+l e. R W 0 STORM BARS R moz w/E Buto-out � Kno� W D�> DOUGLAS-FIR-SOUTH(G-0.46) 60 4t-5' 4'-6' .�� :._ a' _ -WIND ZONES WOID420NE �3J (l y a WIND ZONES. WARD ZONE PRUCE PINE-FIR-SRH G=0.36 60 6'-5' 4'-5' Imre WMA NMES1 ts1 Na Fsel NOIF9e Naese 1'.3 4 30.0• 10'-0' 10'-0" f0'-0" a'-1• 1' _ 8 1/2' 30A• - B'-3' .8'-3" 8'r3'--- - 7'-7- - 1' B 1/8- 35.0- 8-35.0r 10'-O" 10'_0' 101-D' 7'-9" 1" - --9 1/2- 35.0•• T-9' T-9' T-9" T-3• 1' 8 1/8- 40.0 8"40.0•• 10'-0" 10'-0' 10'-0' 7'-5' 1' 8.1/2' 40.0•+ 7'-7" --7'-7' •7--7' Y-0" t' B 1/8- 45.0 8"45.0- 10'-0' 10'-0• 10'-0" 7'-2- 1" 8 1/2- 45.0••• 7'-4' 7'-4' 7'-4 6'-91 t' B.1/8- 50.0 8- -Yq 50.OQ.w 10'-0' 10'-0' 10'-0'. - 7'-0' 1' _a 12" SOA••• T-J' 7'-3' .7'-3- W-B' 1' B 1/8- U B" / 95.0••• 10'-0' 10'-D' 10'-0' 8'-9' 1• B.1/2" 65.0••• T-3' T-3' T-3" 6:-4' 1" 8 !/8' ON-••• 10'-0" .10'-0' 10'-0" 6'-9" 1' ... .H 1'2' r$0-.0- 7-3' 7'-3' Tr3'. fi'-2' 1" 8 1 8" -- -•-- q -• SLAT PERFORMANCE'CHART M1: (ONLY VALID FOR 178"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) I I j SI T It FORA GIVEN MAXIMUMA.6.D.DESIGN PRESSURE RAMNG(paQ AND SHUTTERMOUNT CONDITION FOR FORAGNENA.S.D.DESIGN LOAD(p l),SHUTTER MOUNT CONDITION INCLUDING I. i' . Fj INSTALLATIONS WfO STORM BARS PER DETAIL BELOW ANCHORTYPEANO FOR INSTALLATIONS W10 STORM BARS PER DETAIL2 BELOW I I V E! CHART IIIb 1 °�•/ CHART IIIC 1 i i i SLAT SPAN DEFINITION Mbl 5116°0 TAPCON XL ANCHOR USE U92M VALUE MM POM NO IW K ASO:LOAD USE IIA7QIIVII POSITIVE A.S.D. i 4'-87/4'MR�I i g _ ISE MAOYIIY VALUE MTWEEl7 POSITIVE USE MNOMUM I. �t-Y�• 1 i 'o 5716'0 TAPCON XL ANCHOR MIN.SLAT LOAD VAUE AND.N1kMCK,A.S.D.LARD AM LOAD VALUE ! �0-p,T r1i I SPAN R - MIL JIT - t,t I 1 m MAX SLAT SPAN •L)art• 9PAN ro am IusN�°'m m", 1 I mow° ` W>anM RDXIWFD WN.SFPAFATIONTO .(�._-. „ BACK OF tW M) A.s.BL •LYAx•(FT)- (ft)' 10 STET(OF SUV fes). DESIGN Wim.• I/2'7.4-%OD M DESIGN IbiAtr - ,q •w.m W o srofOA BAF6 LOAD a W/O STORM BARS WALL TRAPPEDy/7 cz)Y•x4•HOOD sN05 p A�Ay; MP.EACH SDF BEYOND)t Raw(PLG (s¢l(oTsel e e) -,- I A 1 ONE �`�ES ININD+ONEDETAIL 1 (ELEVATION) .10.0• 7'-6' 7'-6• 7'-6' 6'-7" 1' a 1 8• 304•35:0•• 7'-2• 7'-2' 7'-2' 6'-4' Y 8 I/B" 3S0•• -J' 40.0.'•• 6'-9" 6'-9' 6'-9' 6'-T 1' 8 1�_: ;Eo-ft 61-0' A.nQ�1 45.0-••• '6'-S' 6--a' 6'-8' 3'-1T 1' 8 Ile 4S0•�• 5'-10' 0'-0' 1' S' So.D••• 6'-5' s'-s' 6'-s• 5'-9" t' a 1/E- 0••• 5'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.D••• B'-J'- e'=3' 6'-3•.:. 5'-7' 1' 8 t a• 55, «•- 5'-7• ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60:0••• s'-t' a'-1• s'-1• 5'-5" 1" a 1 B' 60.0'"• 5'-s' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. I>Y/7 MAXIMUMA.S.D..DESIGN LOAD VS WOOD'GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ONL DETAIL AND PROVISIONS FROM CHAPTER 23 OF •VALID FOR D0UaAS41R-90UIH,(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER I: -------- 1}---� SpL91HEa1 PIED#2(0-0.55) SIDE OF OPENING SHALL 8E 33". SPR ICE 10E Li(E41R-9(H((;aG1.96) ••VXIID FOR DanAS-•RR SOUTH(00.46) I:! '•� /' i S011HRN FINE 1I:2(0-0.55). i. m I Iy 3 SLAT SPAN DEFINITION YAUD FDR sxR1Qa4 tD-13/4 FLORIDA BUILDING CODE (Non.High Velocity Hurricane Zone) EOR WAU MOUN1 e '•-10'-0 FOR 0=3 OUT E _n= 1 ' I,) f D 2017 miECO M • 0(t�rN ur UNt.j INSTALLATION INTO.WOOD FRAME STRUCTURES W.44161 = Naudlus 1 r! \ RoIHag.%uHerSyma- 08/24/1-1 /• ` I ( IME C O iyc. EXPERT SHUTTER SERVICES ANG DAN �"�' TILLR TESTING @ ENGINEERING COMPANY •' / 4V`\ Bus N e( 7o7s1=1m,wFacw.(ur .Iu1u1c0 1626 S.W.SILTAORE STREET 17-244 1/2"F'L11W00 AND �,•' \ - PORT ST.LUCIE.FL.34984. Y!'/ (2)2kB'M000 SR45 O�� OR� _`61\ t4I4 a-•mwta 6 .cmn. pNwO(eW)749-9=.Fft 074 071- 0 ORAnr,w (TTP.EACH SIOE.'W=D)t - rCR1L�tI WALTER A.0006719 TLl7T Jr.PF. ■7r,:1. mases can m mslo DETAIL 2:(ELEVATION) '�� A FLORID&Ui.,#44167 m 1>�I i1 sxEtT 20 oF2s "'•P�. SIAL'/SlGtiylllRE/DATE MAX.ANCHOR'S SPACING SCHEDULE VT FOR A GIVEN SHUTTER MOUNTING TYPE WOODGRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x411 WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1.ON SHEET 20) (SEE DETAIL 2O SHEET 20) twmnti SUIT SPAN RMSLAT SPAN RANGE WOOD GRADERATNG RANGE * WOOD GRADE �M 0104'*>4b5`>5m.6`>gm7'>7be`>5tato' (PO C-0"to 4' 00) s 30.0 6' s 30.0 6' 6" 6" 6" 6" 6" SOUTHERN PINE#2 40 6" SOUTHERN PINE $2 40 s" 5" 6" 6 s" a 3/4- (G=0.55) 50 6" (G=0.55) 5o s" 6" 6' 43/4- 3. 1/2- 60 1 6" 1 60 6" 6" 5 3/4" 5 1/4 3 3/4 3' DOUGLAS-FIR-SOUTH .s 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6' s" 6" 6' (G=0.46) _ 40 6" (13=0.46) 40 6" 6". - 6". 5. 1/4' 5 1/4" 4 1/4 SPRUCE,PINE-FIR-SOUTHs 30.0 s" SPRUCE PINE-FIR-SOUTH s 30.D 6" 6" 6' t/a G=0.36 0=0.36 BUILD-OUT MOUNT TO 2"x611 WOOD STUD WITH MINIMUM 1/2"PLYWOOD .(SEE DETAIL 2 ON SHEET 20) )wy� SLAT SPAN RANGE WOOD GRADE ~'Pr6" >4'-g* >5'-6'' >G-7' >7-T >'sl-icrRATING ` RANGE IDS 1 1101M 1 E ICNNf'1 YONlf 1 IIOMif M IN11Nf 1 E1101Mf 0'30.0 6 6 6" 6" 6" 6" 6" 6 6" 6" 6"SOUTHERN PINE 82 40 6 e" 6" 6" 6" 6" 6" 6^ 6" 5 1/4 5 1/4" (G=0.55) 506- 6" 6" 6" 6" 6" b" 5 1/4" 5 1/4" 4" 4"60 . 6" 6" 6" 6" 6- 5 3/4" 5 3/4" 4" 4" 3" 3''DOUGLAS-FIR-SOUTH s30.0 6` 6" 6" 6" 6" 6" 6" 6" (G=0.46) 40 6" 6"' 6" 6" 6" 6" 5. 1 2-h 1/2" 5 T/2" 5 1/20; 4 1/2" 4 1'/2" SPRUCE PINUR-SOUTH s 30.0 6' 6` 6" 6" 6" 6" 6" 8" 6" 6" 5 1/4' 5" G=O:36 *NOTE: \��'11�►" Cj........ 9 MAX. SPAN FOR SLAT FORA �\ V �� FLORIDA BUILDING,CODE(Kon High_Velocity Hurtieone'Zone) GIVEN A.S.D. DESIGN LOAD • NO X167 SHALL 020)7 mTECo INC. ss• cRAxx sr tj}�@ EXCEED MAX. NauL=1uS Le. SLAT SPAN INDICATED ON 11 SLAT PERFORMANCE CHARTS 71LLIT TESTING 3 ENGINEERING CcoMPANY. Ro.HingS6ntterSyatem SAM (a ON 20 SHEET. \ I L E C O .. EXPERT SHUTTER SERVICES INC. ��` n \- O .. : %0.... - 11,16 1626 S.W.BILINIORk e1 ST. OCk,ft749DRAWING N= t..QamA ER-0 0 0 6 7 1 9 (800) �B ` WALTER A nlUf J,.PS a• .aw. „ PI- 'ni3CARE/GA FLORIOA.uc:0 4ajs7 , aPasm, . sxiE7 2r oP2s TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FORA GIVEN A.S.D. DESIGN LOAD.(p.s.Q, &A GIVEN STORM BAR SPACING(ft) �� M STORM BAR SPACING (Fr) PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' of 30.0 11`-0" 11''-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.6 1 V-0" 11'-0" i i'-0" i 1'-.0" 11:'-0" 11''-0" 11'-0" 1.1'-0"' 11'-0" 11'-0" z LIN/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 1J.-O. 11'-0" 11'-0" 11'=0" 11'-0" 11'-0" 45.6 11'-0" ill-O.. 11'-0" 11'-0" : .11'-0" 11'-0" 1'1'-0" 11'-0" 11'-0" 11'-0° 50.0 ill-011 11'-0" i1'-O" 11'-0 11'-0" 11'-0" 1:1''-0" , 11'-0" 11"-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11`-0" 11'-0" 11'-O" 11'-0" 11'-O" 11'-0" 1T'-0" 11'-0" 11'-0" 11'-0" • W/ 2OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-O" 11•-0' 11'-.0" 11'=0" 11'-.0" 11'-0" - 65.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" .11'-0" 11'-0" 1.1'-0." 11'-0" 70.0 111-0" 11'-O" i i"-0" i1'-b" 11''-0 11'-0" 111-0" 11'-0" * 11'-0." *. 75.0 11'-O''. 11''-0" "11'-0 11'-O" 11' 1.11-0.1-0" 11'-0" 11'-0" 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" ' - - 85.0' 11'-0" 11'-0 11'-0" III-011 11'-0"' i 1'-0" 11'-0" * - - 90.0 11`-0" 11'-0 11'-0,,: 11'-0„ 11,_0,, 11'_0„ - - - 95.0: 11'-0" 11'-0" 11'-0 11,-O,, 11'-0" 1.1'-0" 100.0 11'-0" 11'-0" i 1'-0" 11'-O" 11'-O" 1.05.0 11'-.0" 11'-0" 11'-0" 11'-0" 11'-0" - - - 10.0 11'=0" 11'-O 1.1'-0" 11'-6" 110'-10" - - - 115.0 1 T'-0" 11'-0" 11'-0" 11'-0" - - - - - 120.0 11'-0" 11'-O." 11'-0" 11'-0" - - - - -- 125.0 11"=0" 11"-0" 11''-0 T0'-10 - - - - - - 130.0 11'-0" 11'-0" 11'=0" - - - - - 135.0 11'-0" 1.1'-0" 11'-0" - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-0" 10'-11". - - - - - - 150.0 11'-0" 11'-0" - - - - - - 155.0 11._0" 1.1'-0" - 160.0 ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS:IN \' '9 ., _ FLOPoDA.BUILDING CODE(Non High,Velocity Hurtitanr Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR: ; 't 0 ton TaTEio INC. ow�w+ft., No.4418 _ Nautilus * RolUa{gShv ferSyatom OW4/17 IL ECO�N�. ,E 4sr _PLS.7 a ENGINEERING co+lpnnr EXPERT SHUTTER SERVICES INC. �w\\ aw xa a se +as wap•cv�+e n ssrro 1628 S.W.o1LT/OfiE STREET 17-244 nw":(x+)m+-ran �O aG� \\ a-molt Lttaco@"o1.mm PORT Sr.LULtE.FL.34964 .��•t:...'... j�'i 1\) E6-00067i9 n10HE•!1100 7sJ-oa16.rNf::Fn2)!7Y-OB]o 61GIFOIf"o L- WALTER AMLR Jr.P.E. mtieol M,[ �^•� P E�'9fd1y,a5 ➢I 1R DATE RNeM Ue..f 4167 FI mIrm' - 9REr 22,N'26 .._ r + 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 S1S4(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) STORM BAR SPACING'W(Fi = STORM BAR SPACING"e"(Ft) law2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 'F 001 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' G' 6.667' 50.0 AB,C,D ABC,D AB.0 D kBC.D B.C.13 A.B.C.D A.B.0 D A,B C D A.B,C,D A,B,C D 30.0 AB.C.D AB,C.D 'BCD -BCD 8,C;D A B CLD B'C'D AB'O ABC AB_C 35A AB,C.D 0.B C D AB,C,D A.B.C,D A B,C,D AB.C,D AB C.D A,8 C,D ABC,D A.BC,D 37,0 8 C.D A,B.0 D AB,C D AB.C,D AB C.0 0.B,C A.B,C 0. C &B A 30.0 ASC,D A.B.C,O A,B:C,D 0.B,C,0 AB.C,O A.B.0 D A B,C,D A.B.00 B.0 D B C,D 40.0 AB,C.0 BCD 'AB,C D : &%C'D A,B.0 A,9,0 ",C A A A 45.0 8 C D AB.C.D- AB C D- AB.C,O A.B,C D AB C,D AB C,D ..A,B,C,D A.B.C,D. B,C 47.0 AB C D A B,C,D ABC,D BC A.B,C %a'C A A A A 50.0. A;B;C;D. ABC D AB,C.D A.B.C,O A.B,C,D A,B,C;D A,B;C.O AB.C,O B C.D A.B.0 50.0 B,Cip A B CD BCD `B.0 A B.0 - A A - A A A 65.0 A.B.C.D A.9,C,D A.B.C.O A;8,CD A.B,C.D 0.B;C,O 0.B.0 D AB.C.O A.B.0 AILC 5&0 1 A.B.C.D I A.B.CiD A.B.0. A8,0 A A A A A A 60.0 AB.C.D AB,C,O A,B,C,D A,B,CD AB,C,D 0.B'C.D - AB.C.O AB.0 AB;C ABC no 0.B,C13 AB.0 A.B,C AB A- A A A. A A 65.0 AB,C.D. A8 C D A.B,C D ABC.D A.B.C.D.- AB C.D - A.B.0 -. A.B,C - tib C B 67.0 Ae.C.0 A.B.0 AB.0 A. A A A A A A MO A.B.C;D BCD ARCD A,BCD A,%C,D AB.0 BC A,BC B A 70.0 BCD A.B,C B A A A A A A 7A0 BCD BCD AB.C.D AB,C.D AB,C,D &BIC AB.0 &BI A A 75:0 A.B;C,D AB,C A A A A A A - F -BCD AB C D BCD AO,C.D- - AB,C A,B,C ABC A A A 60.0 B.0 - B A A. A A A - - CD BCD.. BCD 8.CD.- BC BC. - B- A A A -.650 AB.0 A A A A - A A - - BCD 'BCD BCD. . B.0 BC .AB.0 A A A .. A-- .90.0. B.0 A A A A A. 8 C.D. B C D BCD 0.B.0 A.B.0 A,8 A A A A .. .950 0.B C A A A A A - AB,C.D 0.8,C DRAEICC 0.B.0 AB.0 A A A A A 100.0 A.B,C A A A A 'BCD AB;C,D A,BC B A A A A A 107.0 AB A A A A B.C.D BCD B C A A A A- A A 110.0 A A A A B,C.O A.B C D B,C A A A A A A 115.0 A A A A -. A.B,C.D AB'C AB A A A A A A P125.0 A AA A 125.0 ARCD eb A A A A A A A. A A A 130.0 AB,C.O BC. A A A A. A A A. A A A135.0. -AB. D ABC. A A A A A A.. - A A A - - - - - 140.0 BDD B'C Ae A A - A A A' A - A A A _ - 1450. AB,C,D. P.B.0 A.8 A A A A A- A - _ - A AA. - - - - - - 150.0 B,C.D AB:C A A A A A. ,A - _ A155.0 A.B.0 B A A A A A A - - A A160.0 BC B A A A k A . - - - .60.0 A I A - - - - - - ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/2 1/2 Mtn. EMBEDMENT*& 5" Min. THICK POURED CONCRETE (Pc = 3600 psi) B 3/6"ox1 1/4" POWERS'CALK-IN ANCHORS W/ 1 1/4' Min. EMBEDMENT*TO POURED CONCRETE(f'c= 3000 psi) k 3/6"e-16 MACHINE SCREWS. C 1/4"ex3/4'ALL'POINTS SOLID-SET �" ANCHORS W/ 7/8" Min. EMBEDMENT*TO 41a�'�.,oig A.Ty r POURED CONCRETE (f'c = 3000 psi.d5 �4 `88 r• `` �l� 1/4'o-20, IB-8 STAINLESS STEEL MACHINE ��. r' '"'•••'1'''35; ... .. .FLORIDA.BUILDING CODE(Non High.Velocity Burricane Zone). SCREWS7f 44161 02017 TILTEC0ING '* • B,Mvr1 Br D 5/16°o.fTW/BUILDER TAPCON ANCHORS W/ 7FaK�ilus 2 1/4' Min. EMBEDMENT*TO POUREDRaging ShuHerSy31em. 08/2417 I L ECO CO .,PA. CONCRETE (f'c 2899 psi) Q 1\\, in--lE1L 3 ENE.-.E.111.COMNY EXPERT SHUTTER SERVICES INC. - "• � •% °'n 441\1 ems">,.mn.a.sr in-c .n.m'. 1626 S.W.BILTMORE SIREEI 17-244 Fm r(NA)m+-'m' PORT Sr.LUCIF FL 34984 * EMBEDMENT IS BEYOND ANY FLOOR/ CEILING FINISH. /ON�L��,I,11I7 °"""ce-000 oe9:m" -(00)749-=5e.Fug:(m) WALTFA A.TLLLR J,.P.E. F,E. SEAL E/DATE FLORIDA L,c.f 44,67 �, .n r+nT y a28 a SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING:(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIORMULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(ps.f.Z& AMAX.MULLION SPACING(ft) DESIGN PRESSURE.RATING(P.S.FJ.& A MAX.MULLION SPACING(FT) ' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) 4AX S.D. MAMMIBI ©4'a6kt/4"MULLION Gt 4"x8'k1/4"MULLION G2 4'X7 or THICK(W FLANGE)MULLION A'"' 11AD11lN ©4"X6'k1/4'MULLION G1 4'X8'k1/4"MULLION. G2 4k7k1/4'THICK � FLANGE)MUW RATING (ft) -ORIENTATION}t ORIENTATION.2( .:ORIENTATION I - ORIENTATION.}2 0) ORIENTATION"1' ORI /2(Q): (P4V•) ORIENTATION j1 OFOENTTATION 2(0) -:ORIENTATION 1 ORIENTATION}2 ) aiIEMATION.}2 .END . INTERIOR I END INTERIOR END INTERIOR- END INTERIOR ENO END INTERIOR END - .INTERIOR' END INTERIOR ENO. INTERIOR 'END INTERIOR -END I-24MUOR . 30.0 .20'-O' 7-10'.. .9'-8' 1 7'-3' 12'-0' 9'-4- 10'-7' 8-0' 12'-8' - 9'-8' 7-8' 12'-6' 30.0 20-0' T-10' 9'-8' T-3' r'173-- - 9'-4' 10'-T 0-0' 12'-6' T-6 12'=8' 38.0 . 110'-0' 7'-7' 12'-6' 8'-11' 6'=11' 12'-6' 35.0 20'-0' 7'-4' 9'-3'- 6'-9' 11'-5' 8-8' 10'-0• 7'-7' 12'-6' 6-11' 12'-6' 40.0 20'-0' e'-10• 6'-4' 10'-11' 8'-1' .W-7- T-3' 12'-6' B'-5' W-6' 12'-8' 40.0 20'-0' .6'-10' B'-10' 8'-4' f0'-11' 8'-1' 9'-7• 7'-3' 12'-6' -0'-6' 12'-6' 45A '20'-0• 8'-8• 8'-6' 8'-6' 10'-61- 7'-8• 9'-3' 6'<t1' 12•-6• 7'-11•. 6'-2' 12'-8' 4110 : 20'-0' 8'-8' 8'.-6•, .61-6,. 10•-6• 7•-8• W-3• 6•-11• 12•-6•. .6'-2' 12•-6• 60.0 20'-0' B'-2' 8'-2'- 8'-0' 9'-1.1' 7'-4' 8'-11' 6'-7' 12'-6' 7'-4' 5-11': 12'-6' .60.0. 20'-0' 8'--2' 8'-2' 6'-0' 10'-2' 7'-4' 8'-11' 5'-3' 12'-6' 5'-11' 12'-6' KOO 20'-0' V-11'T Y-11' S'-9 9'-0' W-8' 8'-7' 6'-3' 12'-C 6'-6' 5'-7' 12'-8' BB.O 20'-0' 5'-11" '7'-11' S'-9' 9'-10' T-0' 8'-7• 4'-10' 12'-4' 3'-7' 12'-6' SOA - -19'-5' 5'-9' 7'-9' 5'-6' 8'-6• 8'-4' 8'-6' 6'-2• 12'-0' 6'-4' S'-6' 12'-8'. 50.0 19'-5' 5'-9" 7'-9.' 5'-6• 9'-8'. 6'-f0' 8'-6' 4'-8' 12'-0' 5'-6' 12'-6' _55.0 iB'-4' S'-9 T-9' 'S'-4' 8'-4' 6'-4' 8'-C 6'-2 ..11'-10' 6'-4' S'-8 12'-6' 00.0 1B'-4' 5'-9 - T-9' 5'-4' 9'-7' 6'-10' -B'-5' 4'-8' 11'-10' 5'-6 70.0.- 17*-4• 5'-91 7'-8' 5'-4' 1 8'-2• --6'-3' 1 8'=2' 1 6'-2' 11'-9' 6'-3' 5'-6 .12'-6' 70.0 17'-4' 1 5'-9' 7'-B" 5'-4' 9'-6'. 8'-10' 8'-4' V-8'. 11'-9` 'S'-6 12'-6' 75A 16'-6' '5'=9' 'T-T S'-4• 8'-0' 6'-3' 8'-0' 8'-2': 11'-7' 6'-0'. 5'-6 12'-S' .70.0 18'-6'' 3'-9' 7'-7' 5'--C 9'-5' 6•-10• 8'-3• :4'-8• 11'-7• 5'-6 12'-5' SOA 1S'-8' S'-9' 7'-7' 5'-4' T-10' 6'-3' Z'-10' 6'-2' 11'-6' 6'-3' - '.Y-6 12'-4' 80.0 - 15'-9" 5'-9' T-7' 5'-C 9'-C 8'-10' 8'-3' 4'-8'- 11'-6'. 5-6 12'-4' SSA IS-0' .5'-9'. .7'-7' S'-4•. - 7'-9' 6'-3•. - 7'-9' 6'-2•.. 11'-5• 6'-3'.. 5'-6 12'-3 B6.O -15'-0•' 5'-9' T-7•' 5'-4' 9'-3' ..6'-10' 8'-2'- 1 4'-8' 1.1'-5' 5'-6 12'-3 90.0 :14'-2' 5'-10' 7-7' - 5'-5. 7'-9' 6'-4' T-9' 6'-3' 11'-5' 6'-4• 5'-7 12'-3 90.0 14'.x2• 5'-.10' T-7' $'-5' 9'-r 6'-11' 8'-3• 4'-10' 11'-S' -5'-7 12'-3 9" 13'-S' 8'=10' -7-7' 5'-6' T-9• - -6-5 7-9' 6'-4' 11'-5' 8'-5 S'-8 12'-3 9S0 13'-5' 'S'-10' 7-T 5'-6• 9'-3' 6'-11' B'-J' 4'-I1' 11'-5• 5'-8 12'-3 100.0 12'-9' 5'-11' 7'-7• - 5'-7• 71-9'. W-6' T-9' 6'-4' 11'-5' '8'-6' S'-9 W-3 100.0 12'-9' 5-11' T-7' 1'-7' 9'-3' 7'-0' 8'-2^ 5'-D' 11'-5' 5'-9 12'-3 100.0 12'-2' .6'-0'-- T-7' 5'-7-- .7'-9' 6'=7' 7'-9' '6'-S'- 11'-5' 6'-7' 5'-9 42'-3 100.0 12'-2'.... 6'-0• 7'-7• 5•-7' 9'-30 7•-1' 8'-2' 'S'-1' 11'-5' 5'-9 12'-3 110.0 14'-7' '6'-0' 7'-7' W-8' T:-9 6'-8' 7'-9'. 6'-8' 11'-5" 6'-8' S'-10' 12'-3 110A. 11'-7' 6'-0' 7'-7' - 5'-8• 9'-3' 7'-2' 8'-3' 1'-3' 11'-5' 5'-10' 12'-3 116A 11'-1' 6'-1'- 7.-7' 5'-9' 7'-9' 6'-9' T-9' e'-7•-- -11'-5 .6'-9' 5'-11' 12'-3 11&0 -11'-1' 6'-1' 7-7' 5'-9' 9'-31- 7'-2* .e'-31 - 5'-4' 11'-5•- S'-it• ::12'-3. 12U 10'-B' 6'-1'. 7'-6': V-9' T-9' W-10' 7'-9' .6'.-7' 11'-51 W-10' 6'-0• 12'-3. 120.0 10'-8". 6'-1• 7'-8' W"S' .9'-31 - 7*=3' 8'-2' 5-5' IV5' 6'-0' .12-3 125..1 10'-2'1 6'-2' r-7' S'-10' 7'-10' 7'-0' 7'-10' 6'-9' 11'-5' 7'-0• 6'=Y 17-3 120.0- 10'-2' 6'-2' T-7• 51-10' 91-3' 7'-4' 8'-3' W"'. 11'-5' 8'-1' 12'-3 .130.0 B'-10' 1 6'-3' 7'-7' 5'-10' - 7'-9• 7'-0' Y-9' 8'-9'- 11'-5' 7'-0' 6'-.1' 12'-3 130.0 r9'-10'. 6'-3' 7'-7'.. 5'-10' B'-3' 7'-4' 8'-2' W-9' III-5' 6'-I' 12'-3 135.0 9'-5' 1 6'-4•' T-7'. 5'-11' T-10' T-2' T-10' 6'-10' =I-5' 7'-3' ' 6'-2' 12'-3 130.0 9'-5' 6'-4• 7'-7' -5'-11' 9'-3' 7'-5' 8'-3' 6'-10' I1'-5' 6'-2' 12'-3 I 9'-1' 6'-4' : 7'-7' e'-0' Y-10' 7'-3' 7'-10' 6'-11' ' 8-312-3 140.0 9'x1' 6'-4' 7'-7' 6'-0' .9'-3' 7'-e' 8'-3' W-11•.. 11'-56'-3' . 12'-3 146.0 B'-10' 6-57'-8' 6'-0' 7-97-47•-9' 6'-11• ' 6-J' 12'-3 146A B'-f0' 6'-5' 7-89'-0'. 9-3T-6' 6'-2' 6'-11' 11'-8' 6'-3' 12'-3 B'-8' 6'-6' T-7" 8'-1' T-9' T-5' 7'-8• 7'-0' 5' 6-C 12-3 1500 B-68-8T-7' 6'-1' 9-3T-T 8'-2• 7'-0' 11'-5' 6'-4' 12'-3 B'-3' 8'-0' T-T 6'-2' T7''-6'- 7'-9' 7'-1' 6' 6'-512-3 155.0 w' 1 8-.67'-7' 6'-2' 9-J' T-8B'-2' Y-1' 11'-5• 6'-5' 12'-3 ' 6'-7' '-8' 6'-' - T-9' Y-T T-8' T-2'.. T 6'-6' - 2'-3 160.0. - 6'-7• T-6' .6,-2'. _-9'-3' 7,-9 8'-2' T-Y'. 11'-5' 6'-6' 12'-3 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A:S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT, END MULLION � I S RA -MUINTERIOR 1111 ORA - MULLION LLION d ` `14, r-•• s .,✓: FLORIDA BUILDING CODE(Non High Velocity aurricone Zone) • •.Q • . : .02017 TILTECO'INC. DRAWN 6Y: .s. * Nau 5. tilus MULLION SPACING:"S" it RoDmgshuffersystam 08/24/17 �L EC►OINE. DATE A1: Thin TESTING Q ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 41 assn N.1ea.s.s.m vACN.1 wmaa..a 31,11 1626 S.W.SILTMORE STREET 17-244 Nqt•EI9p,�Y 1141 ':1 71•f2A1xo0ool�eam n-,51I PORT ST.LUCIE.FL 34984 awwmG No EB-0006719 m.r asaerl o�oal]�9- o.qx:T]reI m � llJ WALTER A.TRLR J`P.E P.E. SEAL./SIGNATURE/DATE FLORIDA LJc:0 4416E ao Isar rt 6NEEi 2a OF 26 SCHEDULElb SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX..SPAN(ft FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D..DESIGN PRESSURE RATING(p.s.L).&A 12'-W MAX.MULLION SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.).&.A 17-0"MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(Fp o&q � ©4"x85(114'MULLION G1 4'x69(1/4"MULLION G2 4'xrxt/4'THICK(3/8'FLANGE)MULLION TDESIGN MkVMUM ©4585(1/4'MULLION Gt 4"x8"xl/4"MULLION G2 4,xrxv-THIMULLIK PFsSSURl ROMSPAM RA7M0 SP/Qq RANGE) (�' I ENTATION/1 ORIENTA110N 2 t ORIEMARON 1 .:ORIENTATION/2 OwiNTAT10N 1. -OwtMANON 2 (PW) (^) 0wENTA710N/1 OROMAIION-Z ,ORIENTATION.. 1 ORIENTATION 2 Q ORIENTATION 2 ND INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR ETD INTERIOR END INTERIOR JOA 12-0• - 11-5 9-9 12'-6'_ 12'-6'. 12'-8 10'-7' 12'-6' 12'-0' - 11•-3' 12-6' 3060 12'-0' 9'-9' I11-81 9'-g'- 12-6' - 12•-6 10-70 12'-6' 11•-3- 12'-6• 35J) 12'-0• -7' 10'-111 W-2' 12'-0 12'-8' f1'-11' 10'-0•' 12'-8' 12'-6' 10'-41 12'-6' 3&0 12'-0• V-2' 10'-111 9'-2' 12'-6• 12'-6' 11'-11" 10'-0' 12'-6' 10'-4' 12'-6' 10.0 12'-0' -10' 10'-51 8'-9' 12'-6' 11'-8' 11'-4' 9'-6' t2'-8' 11'-f0' 9'-T 12'-6' 4060 12'-0' 8'-9' - 10'-5' B'-9' 12'-6' if'-0' 11'-4'. 9'-0' 12'-6' 9'-T 12'-6' 45.0 12'-0' -3' 10'-1' 8'-4' 12'-5" 10'-11^ 10'-11' 9'-1' 12'-6• 11'-2' 9'-0' 12'-6' 40.0 12'-0' 8'-4' 10'-1' 8'-4' 12'-S' :10'-11" 10'-11' 9'-1' 12'-8' 9'-0^ 12'-8" 60.0 12'=0' -9' '9'-8' B'-1' 12'-0' 10'-4' 10'-T B'-9' -12'-8' 10'-T -8'.-6' 12'-6' .00.0 1Z'-0' 8' 50.0 IT-0' -4' - 9'-5- T-10' 11'-8'. 9'-10- 10'-3' 8'-8• 12'-6' .101-11 8'-1' 12'-e• 50.0': 12'-0 7'-10' 9'-5' 2'-10' IV-8'. -9•-IW 10'-3'' 8'-6' 12'-8' 8'-1": 12'-8• OOA 12'-0'- -0 8'.-2' T-6•- 11'-4• 91-5'. -it' 8'-3•. 12'-8' 9,7- .7'-9" 12'-6• .50.0 12•-0• 7'-6' 9'-2' 7'-8' W-4• V-5' 9'-11' V-3' I2'-6• T-9• 12'-6' 1111.0 12'-0• 7-8' 8'-11' 7'-2' 11'-0' - W-1• 9'-8' 0'-0' 12'-8' V-3- 7'=6' 12'-8• 110.0 12'-0' r-2" 8`-11• 7'-2" 11•-0' 9'-11 9•-8• 8'-0• 12'-•8' V-5- 12'-6' 70.0 12'-0" 1 7'-P 8'+8'- B'-11' 10'-9' 8'-9' 9'-5' T-10• 12,-6' -W-11" 7'-2• .12'-8' 7060 12'-0• 6'-11• 8'-8' V-ii• 1o'-9• 8'-9' 1 V-5'.. 7-10' 12'-8' ...7'-2- 12'-6' 1Z'-0' T-1' 8'-6' 61-8' f0'-C 8'-5' 8'-3• T-8• 12'-6' 0'-Y 6'-11' 12'-8' 7060 12'=0' 6'-8" 8'-6' 8'-8' 10•-6' 8'-S' 9'-3' T-0' 12'-B' 8'-11' 12'-6' a0A t2'-0' 8'-11' ww- 6'-5' 10'-31 W-2- 9'-0' 7•-5' 12'-6' S'-4' S'-8' 12'-6- a0J) 12'-0' W-5" V-4" B'-a' 10'-3• W-2' 9,-0• T-S- 12•-6- 61-8' 12'-6' 115.0' 12'x0' 8'-8' W-2'- 6'-3• V-9• -T-11' -W-10' 7'-2' '-8 8'-1' a-e• 12'-6' 850 12'-0' W-3' 0•-2• e'-J' 10'-1' 71-11' 81-101 T-2" 12'-6' 6'-e" 12•-6• 90.0 IZ'-0' 8'-6' 8'-0' 8'-1' 9'-2'. .T-B' $'-8' 7-0' 12'-5' 7'-11 8'-4' 12'-8• 90.0 12'-0'. 8'-1' V-0' 6'-1' 9'-11' 9'-8' B'-0' 7'-0' 12'-5' V-4' 12'-6• 950 12'-0' 6'-4' T-10' 6'-11'- 8-8 T-5' 8'-6' e'-70' 12'-1' 7'-5' W-2' 12'-8' 911.0 12'-0 V-11' T-l0' 5'-11' 9'-B' 7'-8' 8'-6' 8'-10 .12'-1' t00A -12'-0- 6'-2' r-8' - 5'-9• 8'-J' T-0' 8'-3' -6'-8' 11'-9' 7'-T W-O' 12'-6' 100.0. 12'-0' 5'-9' T-8' 5'-9' 9'-T T-4' 8'-5' 5'-8' 11'-8'. 6'-0' 12'-6'.. 10SA i ' '6'-0' �T-7" 5'-8' T-10' V-8• T-10' W-6' 11'-8• 6'-8' W-10' 12'-4• .1050 -12'-0'_....5-S' T-7'. e'-B' 9'-4' 7'-1' '-3" V-3" 11'-8' - 5'-10•' 12'-4' SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 26' iLI1dfTED LOAD,:MULLION SPACING:&SPAN INSTALLATION). FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX,SPAN(III)FOREND&INTERIOR MULLIONS FOR A GIVEN 'GIVEN A.S.D.DESIGN PRESSURE(p.a.f.).AND FOR 12'-G'(CASE I&8-W(CASES Is&11)MAX,MULLION A.S.D.DESIGN PRESSURE RATING(p.s.f.)AND FOR 17-0"(CASE 1)&8'-0"(CASE 11)MAX. SPACING(ft)' MULLION SPACING(ft)- MAXIMUM MULLION SPAN tT) MAXIMUM MULLION SPAN_ (FT) � G 4'x6'xiWTHICK Gt 4.4x1/4'THICK G3 Txrx114'THICK A�Sp G 4'WxIf4'THICK G1 4'x6'x1/4`THICK G3 2'xrz114'THICK EGDtLN1(RI D�6Q I - MULLION MUWON MUWON MAXIMUM MULLION MULLION MULLKNI CASES 1vSTNo SPACO(0 nl!i aT&1+IATpN/DUD+ulav p aTua111 oxfxraa/a 9wartADax.p OREMAl ON. �Ac,r(o /1 o9E)aA11r(.p /I o1dO0APn7:/1 oxDRxmr l;oPinSAtpN A a CXrA)xx l END (Par.) (")• (fit (0)t lit (=4t (0)t (fit (0)t (OAT-) (ft) 79m W (0)t (fit (#t_. (0)t (4t (0)t ENO INTERIOR END INTERIOR INTERIOR END INTERIOR MULLION END .INTERIOR END .INTERIOR. INMRIOR END INTERIOR 30.0 12'-O' - 121-61 12-6' 12'-6* 12-8' - 11'-0' z I 30.0 12'-0' - IT-45' 3&0 12'-0' - 12-6' 12-6' 11-11' 12'-G' i t'-0' 91 1 I 3360 12'-0 - 12.6 12'-6' 11 11 12.8 - 11-0' 40.0 12'-0' - 12'-6' 11-8' 11'-4• 12-6'. 11'-0'. 51 40.0 12'-04 - 12 6• 11 8 11-{ 12 6, - fl-0• 46:) 12'-0' - 12-5' 10-11' 10-11' 12'-6' - 11'-0' = CAKr 45A 12'-0• - 12 5' 10. 11 10. 11 12 6' -- 11-0' = 60.0 12'-0• - 12'-0'. 10'-4• lo'-7- 12'-6' - 11•-0" I INTERIOR 110.0 _ 12•-0' - 12'-0' 10'-4• 10'-T 12'-6'' _ iV-D- 550. 12•-O' IV-8' 9'-10' 10'-3' 12'-6'. 11'-0' I MULLION 611.0. 12'-0 - 11'-8'.. 9•-10• f0'-3" 12'-6•. 11'-0" SOA 12'-0' 11'-4' 9'-5' 9'-11' 12'-8' 11'-0' 110.0 1 12'-0• - 11'-4' - 9•-5' W-11" 12'-8' - 11'-O• 6060 12'-0' - .. 11'-3* 9'-4' - 9'-11'- 12'-6' - 1 •-0' - .. a" 1 -- '-3" '-4' 9'-11• 12•-6• I V-O' .. .... . 3" 8'-0' - 9'-0' 9'-0• 91-01 9'-0' - 9'-0' . 3060 B•-0' - - 12'-8' 12'-8' 12•-0' 121-61 - - 11'-0'- �--•5' 1. .'S' - 350 8'-0'_ - 9'-o* 91-01 :. 9'-0' 9'-0• 36.0 8'-0' - 12'-6' 12'-6' 12'-6' 12'-8• - i t'-0' - 40.0 8•-0' - 9'-0' 9 0• 9'-0' 9'-0• 4060 V-0' - 1Z'-s' 12'-0' 12'-6• 12,-6' - 11'-0• MULLION SPACING:„Sn 45.0 V-0• D'-0• 91-V V-0' 9'-0' 9'-0• IAO B'-0' - 12'-6' 12'-6' 12'-8' 12'-e' - 11'-0' CA'ETJ, - 50.0 8'-0' - 9'-0'. .9'-0' 9'-0' 9'-0" OOA 8'-0' - 12'-8• 12.-6' 12'-1• 12'-6' - IV-0" 1150 8'-0' �.- 12'-6' 12'-6' 11'-8' 12'-6' - 11'-0' 550 0,-0' - 9'-0' 9,-0 9'-0' 9'-0• - 9'-0' Sao e•-0• 12'-2' 12'-2' 1T-4' 12'-2' _ 11'-0• 'MAXIMUM MULLION SPACING SHALL BE SUCH �o �A a'o• - 9'-0` 9'-0' 9'-0' ' 1f0.a w-c" - _ 1z'-0` 1 '-o•- 1 t1'-4• 1 12'-0* u'-o' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 6'-0• - '9'-0' s'-o' s'-o• s'-o• - s'-o• 30.0 8'-0" - 11-0. 9'-0 s'-o s'-o' 911' DESIGN LOAD SHALL NOT BE EXCEEDED. 7oA 6'-0 - 9-0' 9'-0' 9'-D 9'-0' 3660 8'-0' - - 9'-0'_ 9'-0• 9'-0` V-0' - 9'-0" 750 _8'-0' - 9'-0' 9 :0' 9'-0' 9'-D• - 9'-0' .10.0 e'-0• - s'-o' 91-0- W-0• -9'-D' 9'-0• t MULLION ORIENTATION IS AS SEEN FROM THE e0.0 - 6'-0• 9'-0` 9-0• C , o9'-DS.-D. 9 ' 9• ' � s • g;- 413J) a-0' 9 • - 9-0' OUTSIDE s-o 8' - � 1 1 Do050.0 9'-09'-0', Sao a•_o• s-o• a- 9-0 660 9'-0' 110060 9'-0' 9•-0' 91-0•'• CAS:R 1109'-0 - ---- es89'','----oo0D'••' 1150 8'-0' - 9'-0' 9'-0' 9-0' 9'-0' - 9'-0• 50 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 7" 8'-0 - 9 0' 9 0 9'-0• 9,-0, 9'-0" �� - .. - . . 750 8'-0 - 9•-0' 9-0' 9'-0' 9 0' 9'-0" T t 02017 TLTECO INC. Mau#flus °"`""�` _.e5o 8- - - 9-0' W-9'-1 8'-3'• s o' - 9'-o. �• A J /.� Ro/1tngSLvfterSyatm7t 03/24/97 9110 8•-0 - 9'r0' .8 2'• 7'-S"• 9-0• - 9'-0'' •- I7 LTE C O:INC. 047E It" 6' o• -� 9•-0" 7 8-• 7'-4'• 9-0' - 9'-0• �� EXPERT SHUTTER SERVICES .INC. - S1�•• 11 TILIIT TESTING 5;ENGINECRINO COMPANY IOTA a.-o- 9'-0' T-J'• 7'-0'• 9'=O`* - 9•-0• / CD' 11 esssxn?u.�fr'o�`,"(x1 ,insl,m 1626 S.W.81L71JORE STREET 17-244 ' NOTE: 4.0"IF ANCHOR CONSISTS OF HILTI,INC HUSfH SCREW OR POWER FASTENERS, ALL LLL1 •-,tea rote.O.W.�.,. PORT St WCIE.Fl.34984 DpAwm No WEDGE-BOLTANCHOR.SEE SCHEOULES,1&20N SHEET 1060 .�,.f j1 ®_ppobyyq A�(500)7,o-gm,M.(m)en-mI I^ WALTER A.TI WT Jr.P.E. �'� "n• °`s - P.E. SEAL/SIGNATURE/DATE fLMDA Ut 1"167 o4.n-m. ss[Et zs 1126 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.sl),& A T-0"MAX'.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-0"MAX.MULLION SPACING SPACING(ft)` (FT)` MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(Fr) MAX wx Dom ©4"x6'X114"MULLION G1 41x8"xl/4"MULLION G2 4'x7'xl/4'THICK(3B'FLANGE)MULLION ©4-W'Al/4"MULLION G1 4'kVxl/4'MULLION G2 F l4'THICK muuJON GE)MULLION Wit•) (�4 ORIENTAITON�1 ORIENTATION 2 ORIENTATIONS 1 ORIENTATIONS 12 - ORIENTATION 1 . ORIENTATION/2 �+t') `t)s ORIEMATION f!.1- ORIENTATION- ORIENUiION 1 ORIINTATION/2 ). -ORJENtATiON.#2 ). END ..INTERIOR END . INTERIOR .END. INTERIOR END INTERIOR END END INTERIOR END. 1NRFIOR END INTERIOR END - INTERIOR END INTERIOR.._.:END - INTERIOR 70.0 T-0' 72'-8' 12'-8' 12'-6' 12'-6' 12'-B' IT-S" 12'-6' 12'-B' 12'=6' 12'-6' 12'-6' T-0 12'-6' 12'-6" 12'-6' 12'-6' 12'-8' 12'-8' 72'-6' 72'-8' 12'-8` 30.0 7'-0" 12'-6" 1Y-6' 12'-6' 12'-6' 1Y-6' 12'-8" 12'-6' 12'-6' 12'-6" /2'-6' 12'-8" Y-0' -12'-6' 12'-6' 12'-8' 12`-8' 12'-6' 12'-8' 7Y-B' 12'-8' 12'.-8'. 12'-6' 40.0 7'-0' 12'-.6' 12'-8" 12'-6' 12'-B' 12'-6' 12'-6" IT-8' 12'-6' 12'-8' 1Y=B' 92'-8' T-0' 12'-8' 12'-6' 12'-6' 12'-8' 12'-8' -12'-6' 12'-8' 12'-6' 12'-6' 12'-6' 48.0 7'-0' 12'-6' 12'-0' 12'-6'. 12'-8' 12'-8' 12'-6' 12'-6' 12'-8' I2'-8" 12'-6' 12'-6' 7'-0' 12'-6' 12'-0" 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" .80.0 T-0' 12'-8' It'-7- 42'-6" 12'-8' 12'-6" 12'-S' 12'-6' 12'-6- 12'-8"- 121-8' 12'-6' T-O' 12'-6' 11'-7' 12'-fi' 12'+B' 12'-6' 12'-6' 12'-8' 12'-6'' 12'-8' 12'-6' 88.0. 7'-0' 12'-6' 11'-3' 1T-6' 12'-8' 12'-6" 12'-3' 12'-6' 12'-0' 12'-6'. 12'-6' 12'-8' 7'-0' 12'-8'. .11'-3' 12'-6' ..12'-8' 12'-8' 1 '-3' 12'-B' 12'-B'. .12'-6' 1Y-6' ODA 7'-0' 12'.-6" 10'-11' 12'-6' 12'-6' 12'-6 11'-11' 12'-8' 1Y-6" 12'-B' 12'-§* 12'-6' - -T-O' 12'-8' 10'-11' 12'-8' 12'-8' 1 '-6' 11'=11' 12'-8' 12'-6' 12'-6' 12'-B' . 60.0 7'-0'. 12'-8' f0'-8' 12'-1'- 1Y-6' 12'-6' 11'-T 12'-0' 12'-6' 12'-6' 12'-6' 12'-6' - BSO - -7'-0' 12'-6' 10'-8' 12'-1' 12'-6' - 1Y-6' 11'-7' 12'-8` 12'-6' - 12'-6' -17-61 70A T-0' - 12'-6' 10'-5' il'-6' 12'-6' 12'-8' 11'-3' 92'-fi' 12'+e' 12'-8' 12'-6' 12'-6' - 12'-6'._ 10'-S' 1-0'-8' 12'=6' 92'-6' 11'-3' 12'-6' 12'-6' 12'-6'. 12'-6' 70.0 7'-0' 12'-1' 10'-2' 10'-11' .12'-6' 12'-B' it'-0' -01'-t1' 12'-8' 12'-6" 12'-6' 12'-8' - 7'-0' 12'-1'- '10'-2' 10'-11 12'-8' 12'-6' 1V-O" IV-11' 12'-6' 1Y-6' 1Y-6' 00.0 7'-0' 11'-6' 9'-11' f0'-8'. 12'-4' 12'-8' 10'-10' 11'-5' 12'-6'. 12'-8' 11'-71' 12'-6" - 7'-0' 11'-6' 9'-11" 10'-6' 1Y-4' 12'-6" 10'-10' 11'-5" 12'-8' 11'-11' 12'-6' 06A 7'-0' 11'-0' 9'-9' 10'-2' 12'-1' 12'-6' 10'-7' 11'-0' 12'-6' 12'-6' 11'-4' 12'-6' T-O" 11'-0' 9'-91 10'-2' .12'-1" 12'-6' 10'-7" 11'-0' 12'-6' 11'.-4' 12'-8' 90.0 7'-0' 10'-7' 9'-7' :9'-10'. 11'-10' 12'-5' 10'-5" W-8' 12'-8' 12'-2' 10'-10' 12'-6' T-0' 10'-7" 9'-7' 9'-10" 11'-10" 12'-5" 10'-5' 10'-8 12'-6' 10'-10' 12'-6' 95A 7'-0' 10'-2" 9'-5" 9'-B' 11'-7' 11'-11' - 10'-2' 10'-4' 12'-6' 11'-9' 1D'-5" 12'-6' T-0' 10'-2" 9'-5" .9'-6' 11'-7' 11'-11' 10'-2' 10'-4" 12'-8' 10'-5" 12'-6' 100.0 T-0' 9'-f0` 9'-3'. 9'-3' 11'-5' 11'-6'.. f0'-0' 10'-1' 1Y-8' 11'-Y 10'-Y 12'-6' T-0' 8'-10' '-3' B'-3' 11'-S' il'-6' 10'-0' 10'-1' M'-6' 10'-i" 12'-6' 100.0 7'-0' 9'-8' 9'-1' - 9'-7' IV-3' 11'-2' 9'-10' 9'-10' 12'-6' 11'-1' 9'-81 12'-6" 7'-0' 9'-8' 9'-1' 9'-1' 11'-3" � 1V-2' 9'-10' '9'-101 12'-6' B'-8' 12'-6' .110.0 . 7'-0' 9'-3' 8'-11' 8.-10' 11'-.1' 10'-10' Y-9' .9'-T 12'-8' 10'-9' 9'-8' 12'-6'- 7'-0' 9'-3' 8'-11' B'-10" if'-7" 10'-10' 9'.-9' 1'-7' 12'-6' 9'-5' 12'-6' 110.0 7-O' B'-0" 8'-10` : 8'-T 10'-Il* 10'-T 9'-T 9'-5' 12'-6'.. 10'-6'_ 9'-i' 12'-e:_. T-0' 9'-0` 8'-10' 8'-T f0'-71'.. 10'-T 9'-7` 9'-5'. 12'-6' 9'-1'. .12'-6' 120. 7-0' 8'-9' B'-8' 8'-5". 10'-9' 10'-3" 9'-5"- 9'=S 12'-6' f0'-2" 9'-10"' 1Y-8' 120.0 T-0' 8.+ e'-8' -5" 10'-9' 10'-3' 9'-5' 9'-3' 12'-6' 9.'-10' 12'-6' 128.0. T-0'.. .B'-6' 8'-7' .8'-2' 10'-7' - 10'-0' 9'-4' 9'-1' 12'-8' - 9'-.11'' 8'-7' 12'-6' 7'-0' 8'.-6" 6'-7' 8'-2'. 10'-7 10'-0' 9'-4' 9'-1' 12'-8" 8'-7' .12'-S' 130.0 7'-0' 6'-�" 8'-S' - B'-0' 10'-6" 9'-B' B'-2' .B'-11' •12'-0' 0'-9' 8'-S' 12'-8' 7'-0' B'-4" e'-5' 8'-0' 10'-6" 9'-9` B'-2' 8'-11'- 12'-6' e'-5" 12'-8' 136.0 T-0' B'-2' B'.-4' 7-9' 10'-4' 9'-T 9'-1'.. B'-9` 12'-6'-. 9'-8' 8'-2' 12'-6' T-D' 8'-2- 8'-4' T-9' 10'-4' 9'-7" 9'-1'' 8'-9' Y2'-8'- 8'-2'. 12-6' 140-0 T-0' B'-0' B'-3' T-T 10'-1' 9'-4' 9'-0' 8'-T 12'-6' 9'-4' 8'-0' 1Z'-8' T-0' 8'-0 8'-]' T-T f0'-3' 9'-4' 9'-0' B'-T 12'-6' 8'-0' 12'-8' 1440 T-0' T-1O' B'-2' Y-5' 9'.-9' 9'-2' 8'-10' -8'-8' 12'-8' 9'-2" - 7'-10' 12'-6" 140 7'-D' 7'-10' .B'-2" 7'-S' 10'-1' 9'-2' - B'-t0' 8'-0' T-4' B'-4" 12'-6' B'-t1" 7'-8' 12'-6' 7'-0' 7'-8' 8'-1' 7'-4'. 10'-0' 9'-0' 8'-9' B'-4' 12'-6 T-8' 12'-6' T-2' 9'-2' 8'-70' 8'-8' B'-3' 12'-5' 8'-9' 7-6" 12'-6' 166.0 7'-0" 7'-6' 8'-0' 7'-2" 9'-10' B'-10' 8'-B' 8'-3' 12'-5' - 7'-8' 12'-6' 100.0. T-0" T-4' T-11' '-0' 8'-10' 8'-B' 7'-6' -12'-6' 100.0 T-0' T-4' T-11' T-0' 9'-9' e'-8' '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. ND MULLION INTERIOR o l _....._._..__ --- MULLION I I I 14', rt FLORIDA BUILDING CODE(Non High.Velocity Hurtrcone ZOne), 02917„LTESO wG NautilusWON UP. LC MRoliag ShnKerSysEem 06/4/ 17ULLION SPACING:"S1 DATE EXPERT SHUTTER SERVICES INC. nlirr TEsnno At ENc1NEER1No courANv ^.. /vnn`/A�Ga.\a FIF I F1 a-mW:W,ecoOool.oum S.W.80.TNORE STREET 17-m2 4¢ POR WCFL 34984 PHONE(N O)749-6 ., fI%:(7T2)971-0900 ®-0006779 WALTER Aif/Jr.. �ttOaDA -4416767 P.E. SEAL/S1 E/OATSU. m,,,-m,. SHEET 26 au