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HomeMy WebLinkAboutProduct Approval EXPERT ESS SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Storm" RECEI SEC MAY 19. 9 1015 FILE COPY . 3 2 rearpatio BREWER RESIDENCE front entry 1626 S.W.Biltmore Street• Part St.Lucie, Florida 34984•(772) 871-1915•(800)749-9056©Fax(772) 871-0990 Florida Building Code Online Page 1 of 2 4 Florida Depameflt« BCIS Home 1 Log In ; User Registration ( Hot Topic + Submit Surcharge ; Stats&Facts j Publications j FBC Staff BCIS Site Map Links ; Search Busintes (1- Professit *USERoduciicUser vol Regulation Product Anproval Menu>Product or Application Search>Application List>Application Detail a I'Mm" xFL# F12246-R2�..-...3,.°� "- t� Application Type Code VersionApplication Status Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 cailexpert@aol.com Authorized Signature Michael Helssenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bil more St Port St Lucie,FL 34984 (772)871-1915 Ext 106 Cal ert@aol.com Category Shutters Subcategory Rall-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R2 COI EXPERT SHUTTER Certification of independence drwa 11-242.12df Referenced Standard and Year(of Standard) Standard year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12246 R2 Eouiv 09.210.pdf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5 g40V... 5/19/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/29/2014 Date Validated 10/27/2014 ' Date Pending FBC Approval 11/14/2014 Date Approved 11/17/2014 Summary of Products F: # Model,Number or Name Description 12246.1 INautilus Rolling Shutter System LITjLw6f Use installation Instructlons pproved for use In HV 0 1112246 R2 II EXPERT SHUTTER DRWG 11-242.odf Approved for uts V :Yes Verified By:Walter A Tillit Jr.,P.E.PE-44167 Impact Res ant:Yes Created by Independent Third Party:Yes Design Pre ure:+160/-160 Evaluation Reports Other:State wind zones 1,2,3 and 4(basic protection 1112246 R2 AE EXPERT SHUTTER Product evaluation reoort cirw0 1I- only).Pressure rating:+30,-30 p.s.f.at 20'-0"span and+160,-160 242.odf p.s.f.at 8'-0"span with 1/2"slip.See sheets 15,16 and 20 for additional Created by Independent Third Party:Yes pressures and spans. Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyrlaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WEsClieck to SCGUrtt'11FTIttCS' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 5/19/2015 GENERAL NATES: 1.NAUTIVERIFIED RO CO SHUTTER STATEN SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D, HAS BEEN S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE VERIFIED FOR COMPLIANCE M L NO BE IN WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE.NAUTILUS ANCHOR'S MANUFACTURER. ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT RICH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET S. FORA BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED -3/8'0x1 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC -1/4°0x3/4"SOLID-SET MANUFACTURED BY ALL POINT,INC. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. -3/8"0 /4"WIK BOLT TZ T MANUFACTURED MANUFACTURED BY HILTI,INC. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 -5/18"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18& 20 THRU 26. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, MENTIONED SHEET.EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL, EMBEDMENT A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NQT USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WYFT-N.O.S.2005. GROUT FILLED OR NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIREO INANCHOR SPACING 0 100% EDGE DISTANCE O 100% CONCRETE CONCRETE BLOCK ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED DDE AS AMERICAN TEST LAB OF SOUTH 3/8"0x1 1/4•CAUL-IN 3 3/4" 4 1/2" 1 1/4"(3000 psi) NOT ALLOWED FLORIDA.REPORT 1030.01-08 AS PER ASTM E 1896-05.E 1886-05 AND E 330 STANDARDS,QUALIFYING 1/4'0x3/4"SOUD-SET 3" 3° 7/8•(3000 psi) NOT ALLOWED INSTALLATIONS FOR WIND ZONES 1,2.3&4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION 3/8'0 KWIK BOLT TZ 9' 4" 2 I/2"(3000 psi) NOT ALLOWED INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1.6,2.1.2 AND 8,3 OF ASTM E 1996-05,SEE NOTES?& DN 5/16°0 TAPCON XL 3 3/4" 3 1/8" 2 1/4"(2899 psi) NOT ALLOWED' SHEETS 19&20 FOR ADDITIONAL LIMITATIONS. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. 10.0C11, 12E0&I13. FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 4.ALL SCREWS(EXCEPT END RETENTION SCREW_Q 1 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kai -KWIK BOLT TZ EXPANSION ANCHORS TO BE AS MANUFACTURED BY HILTI•INC, YIELD STRENGTH AND 90 kei TENSILE STREN DR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDER&SHALL COMPLY W/FLORIDA BUILDING MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE CODE SECTION 2411.3.3.4. MENTIONED SHEET.EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. S.BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM EMBEDMENT YIELD STRENGTH. OR GROUT FILLED S.NAUTILUS ROLUNG SHUTTER SYSTEM BEARS U.S.PATENTS 88,095,225 AND 87,409.980. ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 27" 9" 4 3/4°(3000 psi) NOT ALLOWED 7. ANCHORS TO WALL FOR�SIDE RAIL SHALL BE AS FOLLOWS: (A)TO EXISTING POURED CONCRETE:MIN. 3000 p.s,i. COMPRESSIVE-STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/.CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN-IN CONTINUOUS CONTACT -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK.AND SEAT.SHUTTER TRACKS ALL AROUND FULL-LENGTH. -3/8'0 KWIK SOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS A7) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS-SHUTTER SHALL.ONLY BE ATTACHED TO-.CONCRETE,CONCRETE BLOCK 2 1/4'FOR 5 16'0 TAPCON XL ANCHORS&-2 1/2-FOR 3/B'0 KWIK BOLT 3 ANCHORS. OR-WOOD FRAME-BUILDINGS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. SHUTTER'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATE)IN THIS DRAWING PLUS-ANY BUILDING AND ZONING A2) MINIMUM EDGE DISTANCE(E.D,) INTO POURED CONCRETE SHALL BE: -REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 4'FOR 5/1 B'0 TAPCON %L ANCHORS&5"FOR 318'0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINIS hr1I 6'0TAPMATERIAL 14. LIFTING MECHANISM NOT PMT OF THIS APPROVAL,BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON 15, (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND PROJECT:Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SUCH PANELS. CONTOF (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL'ASTM C-90 (b)PRODUCT,BASED ON THIS P.E.O.PROVIDED HE/S ETOR TO BE RESPONSIBLE FOR THE0D0 SU NOTDEVIATEE AND(FROM THE CONDITIONSNSTALLATIONODETAILEDD LIFE SAFO THISTMIS -5/16.0.TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC, DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, B.1) MINIMUM-EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. UNIT SHALT.BE&g4.. NO EMBEDMENT STUCCO SHALL BE CONSIDERED AS PMT OF THE REQUIRED EMBEDMENT, (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 8.2) MINIMUM.EDGE DISTANCE(E.D.) OF 5/16"0 TAPCON XL ANCHORS-INTO GROUT FILLED CELL CONCRETE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.3).IN CASE THAT"PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS..BE FOUND ON (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL-ENGINEER.OF 'THE EXISTING WALL OR FLOOR,ANCHORS SHALL-BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND RECORD THAT PREPARED IT. SUCH PANELS, (C) TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH (G=0.46)OR 16. SHUR 0i NJ 'S LABEL SHALL BE LOCATED'DN A READILY VISIBLE LOCATION AT SHUTTER IN ACCORDANCE SOUTHERN PINE 82 W/G 0.55 NM. e (�� FLORIDA BUILDING CODE.ONE LABEL SHAM BE PLACED FOR EVERY OPENING,LABELING T R ;y'(ZLti•, '1315.8.2 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW EULLOEX, INC. ,443• \�j f 02011 TILTECO INC �'/'Nautilus ORAWN-BY, CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/2"PHYSICAL X44 � Nautilus. M.CV./LG./ALM THREADED PENETRATION. * - RoHiVShu&rS"- 12/12/11 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. `• �� Q(NC. DATE *: EXPERT SHUTTER SERVICES INC. C.2) MINIMUM EDGE DISTANCE(ED.) OF TAPCON ANCHORS,INTO WOOD SHALL BE 2°.EDGE DISTANCE IS BEYOND /.-L �F i : rlwr TEsnNo!ENOUIEERIHD COMPANY ANY FINISH MATERIAL ST 400 ex�s xe.J9a sL sta me.rwman aA®ais n anee 1628 S.W. LICE.FL STREET A� � ,Lemlen-,en.rnr,t+nxa,-,se, 11-242 e-mnE-000.1N.com PORT Sr.LOGE,m 34984 9 •.,FLORtiQP' d PNart:11001 ue-enc.FAK )171 rico DRAWING No C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON O• 4 E8-000e719 THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND WALTER A nuD7'44'1171' SUCH PANELS. p � `� 1T.ORIDA IN . sla:Er 1 OF 28 !r e N RIx1' �NygN � .I�7 S 6 . Q d #9 rlII•, #10 # Mr (TVP) At �• sNr e�tR�9 gY(5f16.a1N,oE,o%Ax012•OAD?READ D06Ii�6�DQRNDIFcea9ee8(v.rr8QI eA1° 8.N°S #2 #3 eaAs 7a #1 A,!• � 0.1104 "Lu .491, ro ,4r n,� a.791040e' RA! a154 aTB59xEAtd061%IDBEBAD414 R1.499' R1.er OPTION 91woNuum OPTION 02(wiW&%jg KrA 010Hf8FA@ES88�fiQ7EWp d pEA p• (IVP.) l g COATEDVATHACS2VER TDE IL. A47r 43"' pS A7o• CHIOMESY�RM AN5�RVSI IAOEttlO . Re7e. _ SYSNGELTOOATMLLC .eee• 1� Fye1B1A 7dRELDVIN04I . .. l�, FtGu 1888�RBLRE61RBi01xf .l01' A9Sne AW 4 • .494 J A SLATS Tor (TYp73� ur .ler aa� ') � ® STARTERSLAT Aor1 '6683-TSALUNONUMAl1DY 0063TOALWANUMALLOY FY'S1Akd(I*U DETAIL.IS SCALE Vr-r OBASE-SLAT W53-TOALUNNUMAUDY -- 6GALE:1?.r BG1EVr•r k 7.e7,• . U9e0• •196.025• . 12m' [==4.W0' (ACEI L NG U HINDyAli e 900 ,lee• .,ss• � Ak' � •'a' ++� 61iW08P138 10 .,ss•1 '7°a TT9S8EeREB4ATYY1 Ii9135M N ® 13UILDd1UTTUBE FLEIGAK nnusceoa .125• ^,,100' 2498' ? OOS}TBALUMNUMAt1A`f 090DNDTOWDtWACh99NIM1K SCALE:1rr.r 070 4-000 (C RETAININGSYSTEM:SCREW+BUSHING 10 E1 BUILD OUT TUBE svAE v'r•r @ SIDE RA&Ok EO BUILD-OUT TUBE _ '90S4TO ALLIUMNALIM 909LTOAWMINUMALLOY 9083 SCAL&--rAU. OY SCAM qr.t. SCALE irr•1• *MUST BE REMEWED BY SHUTTER , MANUFACTURER TO ALLDW FOR A MINOAUN • 4.000' r-1,000, 0.050'CLEARANCE"BETWEEN-SCREW 4jE10 AND CAVITY WALL AT NON HURRICANE POSITIONS. O BUILDOUT TUBE 9400' 9.000' SOBYTSALUMINUMALLOY 4.000' GONE:W•r aa• m OH 1/4'01A14'1TW/BUILDEXTEKSCREW Aep• i CARBON STS ^ SfY0E:1?•r 6 .sse1 gH r(�T RR A70I QI 6116'01TWIBUILDEXTAPCON XL ANCHOR CARBONSTE& SCALE:Vr•r . TORM BAR Q31S'O HILTI.INC.KWIK SOLT 3 ANCHOR QK eoet-TSO M!n'DY OF TAPPEDaGE O 4x6 MULLION Q4x7 MULLION � SCALE. Q oxe MULLION ere-TeuuMINUMALLOY 6ALug' vr.r 1081-MALUANNUMAILOY 0001.TSALLI NUNAILOV / ��� Ar„e.Vr-r SCALE:ye.,r. 1 FLORIDA BUILDING CODE(Non High Velocity Hurrieone Zone) 0//_`- . �,• 01017 TRTEaD INC. Nautilus M.CI A-d1ILG 55 �✓� ``CEco AA5 �'=��.5-�'ra� n ROIIIOyS6atferSyalem 1:/,x/11 DATE 4( // ;• TILUT TESTING t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. COMPONENTS 9 1816 S.W.BILTMORE STREET �” �,-,N0•f0i <7m1m,",e„ PORT ST.WCM.FL.34984 11-242 STATE OF a me0:-OWS719 a gppp 749-9070.FAR 1 e71 a9w Dwwxo R. •'•5' FB-0006718 �Ty 1 WALTER A.TIt1R Jr.Wertt �.a' own Om e OAF 5,•DGY! Nh�7RE/DATE TLDRIOA Lie.a 44197 ay. ,9n, SIMLT 1 or 1e ! a NAL 111 4 4 4AL° l r• O e 1 1 SIDE/END CAP 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK 4 4 SPRING BRACKET s ° 5 SPRINGASSEMBLY t 4 / ° 6 60 MM OCTAGONAL AXLE .` 7 SIDE RAIL(MAIN SECTION) P 8 SIDE RAIL.(COVER SECTION) i• ! ,(?r e 9 ALUMINUM STARTER SLAT 0 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 'i4 SPRING,-GEAR&MOTOR BRACKET BOLTS a 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL:(MAINSECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING - 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX &.-END CAP ASSEMBLY COMPONENTS ,$IE7' 4�A-r14 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) • % _ 02011 MTECO INC. C.V./LG./AA./A % Np�a�utilus N.�r.tiD.,�a ��'t1N!st•T_7:bWt r//�� _ Raging Rmtfarsyst— 12/17/11 . '� E�7r 0 SNC. DOTE 0 : nwr rrsnea t CNaINEERINO CAYPANY EXPERT SHUTTER SERVICES INC. �(• : elm nx aeal u,ea 7Bs wnFen e77mis n 33,01 182'S.N.SILTYORE STREET 11-242 L,D t, �'11 nn..:7m7»1-imB.n..L7m)e71-1m1 PORT ST.LLUE.FL 14884 '`` O�•••Ly 1�.'. 11\ a-mell:tilt—Cads l gpryE:B00 741-1 1 E'.FAX: 771 B71-092D NUVAN0 Ne ORi�, V 1 NALTER�- L11t71Jr.P.E wwr eomra. wa m.u Mena uv /DATE RDRIOA flat 441'7 1 m efm unn: . SN[E7 7 M ZD 1 1 /i/iII/II BOX �Y/6 do Y/7 BOX Y/9 K �TrP� ®V/9 K �r1v. Y/8 k Y/7 END CAP END CAP END -CAP 1 END CAP 1 SLATS SLATS SLATS SLATS #3is . 4 SLATS SLATS SLATS SLATS + SLATS -SLATS 0(/8 Suis O�8 �o O f B Su1s o�8 � / / 1.7. SLATS 08 S,Ts D SLLATS (Typ. Ea. END) (Typ. Ea. END) SLATS SLATS A A MO LATS (TrPJ SY1D - -sots STORM BAR SPACIN(/ B �Y/8'dt Y/7 (SEE SHEEP 22 B V/9 V/0 ®Y/8 do Y�'7 Mer,SLAT SPAIN (SEE SCHEDULES ON SHEETS 15,16 R 20) Mot.SLAT SPAN ICAL SINGLE UNIT O it Ci (SEE SCHEDULES ON SHEETS 15&16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS s N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION ATION QPJEN A SHUTTER HEIGHT! # CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS&MULUONS W/HEIGHTS UP TO I1'-0". (o)CURTAIN SHALL START W/#i SLATS AT TOP,FOLLOWED BY y2, #3. .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN.FIVE(5)-SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE- CONTINUED UNTIL'TOTAL SHUTTER HEIGHT IS COMPLETED,QUANTITY OF FINAL SLAT NUMBER INSTALLED-BEFORE BOTTOM SLAT®MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM sur®MUST BE ALWAYS INSTALLED. LLLLLLLLAAA�T1�� #i ME 2•,SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATIONS W/O STORM LLL '���,f.+....,����• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) BARS AND W/OR W/O MUUUONS W/HEIGHTS LARGER THAN 11'-0 L AA ; J SSC''•., - 02011 TILTECO INC, • DRAWN i'V} Br: (o)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY(12, #3, .....THEREAFTER,ALL AWA +f auffim W'a•v/L•a•/A.a• THE WAY DOWN.EACH SLAT I SHALL CONSIST OF MIN.FIVE(5) SLATS OF THAT SLAT -�Q- ®H1C, _j4p1 SElpflllSJ>llG7tl 12/12/11 NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE � _ .,_�-. CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER/10 SLAT IS INSTALLED.ADDMONAL X10 — M' SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. i.6y/ l(.,,,c,,, r nuaT TcsrlNa L[CNGINEERI In COMPANY EXPERT SHUTTER SERVICES INC. { .Spl1►L*yF 1WR—n.]DIAL 1626 S.W.SILTMORE STREET nmM:(]OSmTI-Lew•w.,Twemrl-Lea 11-242 b BOTTOM SLAT(g)MUST BE ALWAYS INSTALLED. �'QO �' �'+A -me0:-Ite avl,evm PORT ST.WCIE,FL 34584 DRAWING No () .� �ORIOP `�M�++M EB-0006718 PWo a TW Rew,a. ex1aRR0 e.n �,1. wu1TA A lw Jr,P.E. •� FLORIDA uv.F Alex onw, Sucr •ar xe 4/18'0 TAPCONS XL W/ POURED 5/16`0 TAPCONS XLiV/2 1/4"Min. ALUMINUM OR 2K2 1/13' Ir t/4'0x3/4'RW BULDEX TOC SCREWS 2 1 4'Min.EMBEDMENT CONCHET EMBEDMENT&t'O.D,x0.060"GALV. W/1'0,1.x0.060'GALVANI2E0 STEEL / REO'D STEEL WASHER O 24°o.e. &1'O.D.KD.060'GALV.hC.C.. 5/16'0 TAPCONS XL W % WASHER 0 24°c.c. STEO.WASHER 0 24'o.c. � 2 1/4"Nin.EMBEDMENT 0 24' ° Q 1. C POURED CONCRETE POURED CONCRETE ,1 OR GROUT FILLED ' OR GROUT FILLED ii CONCRETE BLOCK i CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. C i 11 I EDGE-OF OJ " EDGE O;_7 -- OPENING I M i , m OPENING M II EXISTING ii v EXISTING EXISTING ,i GLASS-/u GLASSY^t GI1SS�,' ( (BEYOND) 111 (BEYOND) i ' (BEYOND) I c SEE ANCHOR G1 SEE ANCHORI. % SCHEDULES ON I I s SCHEDULES ON Gii I o w SEE ANCHOR F s SHEETS 17 a 18 II yr SHEETS'17& 18 A SCHEDULES ON li 11 i A z O SHEETS 17&1811, j A Z 0 H TO. .GSLASPASRATION 4 Mi GLASS TION s - TOG SEPARATION (SEE SCHEDULES, DMOR (SEE SCHEDULES, r 211� (SEE SCHEDULES, ON SHEETS 15&16) II ON SHEETS.L5&16) 'I -O 96 ON SHEETS 15&16) 1111 i i D ii D I O, 1 i i D i rl / � 1 r I 8 0/8 0/8 0/8 f ° 0/8 o/8 i / POURED CONCRETE i; i11 POURED CONCRETE D OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE CONCRETE BLACK " WALL REOUIRED / OR GROUT FILLED WALL REQUIRED. r CONCRETE BLOCK WALL REQUIRED. OPE 0 ,i EDGE 0 II 11 I OPENING_ ;; �i OPENING S 11 i u B - -ZT�-----f 1 �I O 2 1/16' I MIN.E.D _ L. MIN. E.D 11 2`x4'x0.062'XCONT, 1 1/2'x1 1/2'x0.062"xCONT.ALUM. 1' ALUM,ANGLE 5/16.0 TAPCONS XL W/ E ANCLE W/5/16°0 TAPCONS XL W/ POURED'CONCRETE 5/16"0 TAPCONS XL W/ -T .EMBEDMENT 0 24°o.c, 2 1/4'Min.EMBEDMENT (f'w1 Its;Nin.)REO'D. 2 t/4°Min.EMBEDMENT .0 24'ox. 0 24`o.e. - WALLMOUNTING FLOORICEJUNG/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS � """'�-- f •T��/- _ FLORIDA BUILDING CODE(Non Mgh Vetaclty Hurricane Zone) INSTALLATION DETAILS ON EXISTING- POURED \\'��� `��ENSF`' ' 02011 nLTE`Q IN" Nautilus < _ RuHbg -sysm- 12/12/11 CONCRETE OR GROUT FILLED CELL CONCRETE "•''W� } IL Eco���. �n 1/ \ TIWT TE80N0•ENQINEIIANQ COMPANY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS = A SI•TATE 6F ^'x'w�2m�a O4yy ^^e^ - "1u 1826 S W.fALTNORE STREET 11-242 S 9.. . I�nm i Pm1n1-16Y Ta..Um1971-1611 PORT ST.LUCIE.FL 34964 SCALE:3/16' - 1' D�C'••!�LORIO?: 'a�4 , TeWFa-Naoeo77ia'G0m Pxa 7w �,re e7 QRAww9 No NALiEA A.TIL Jr.P.E. p L{yW6isNA pA FMDA Ue. 44167 m arm . SHCET 6 OF 26' ""fY/1YHL K iiiigH n.co. POURED CONJOCK �^F1 tn•Ed• O R J _eL ED. OR GROUT Fr F I ORO IOOR J INHATED POURED POURED CONCRETE B (SEE SCHEDULES ON (SEE SCHEDULES ON CONCRGUTETE OR (SEE SCHEDULES ON CONCRETE FILLED K OOR J CONCRETE OR FlLLFL SHEETS 17&18) GROUT (SFE SCHEDULES ON caour Rte-- SHEETS 17&18) SHEETS 17&18) CONCRETE BLOCK CONCRETE BLOCK SHEETS n& 1e) BLOCK A 2. H ®4'D.C. A EOoR E1 1546° 3.45Y A OR z 2•D 1• A 4 D 1 M HH /e.SLIP _� E1/2. 1/,4D 0 4'o.c. 1/Y1/4' ®4.O.GBUSH MOUNT WALL) oR /e sup oR 1/6•SLIP Q 1/�' 1/u b SECTION W/ STORM BARS OR 1/e SUP SECTION P-PPLAN) TRAPPED MOUNT BUILD-OUT MOUNT 9UILD-OUT MOUNT 3/+e•-+• -T SECTIONS 0-0 (PLAN-) MrSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SGLE:1/P.1• /1 G OR G G OR© ([VJJ ©OR G F H A E— ----- -- - I I 27 ®4•o.c. p H Q 4'O.C.I A 6 4'G.c. ®4'G.c. A t%6'/SUP Q 0_4'O.C. A t L_ ._�l SECTION Q'--M (PLAN) 1/z,1/4• D ORIENTATION #1 OR 1/B'SLIP AR4"1/6•-SLGi 132,t/4• 1/1;1/4' 1/2.I/4• 1/1',1/4' Q OR I/6'-SLIP OR 1/8•sup D D OR 1/8•SUP OR 1/e'suP WALL MOUNT END MWWON 1% 11111 Ak SECTION -0-0 (PLANT SECTION-R-R SECTION R'-R' (PLAN) H SECTION TATION 1 ORIENTATION 2 ORIENTATIONS /1 A 2 ORIENTATION 1Z A ®4'0.6• A WALL MOUNT END UWON WALL MOUNT END UWON WALL MOUNT INTERIOR M ON TRAPPED MOUNT INTERI R MUWON 4. INSTALLATION DETAILS INTO MULLIONS G,61.G2 SCA E:1/4•-1• R I•1/4' R I 1/4• Q OR 1/8'SUP OR I/6'sL1P Q (2) 2"x4"OR 2•x6'STUD (22 2•x4'OR I (SEE SHEET 20) (ONESHEEET 21) * ALTERNATIVELY TO(E), A 2 x6"STUDS (SEE SHEET 20) (SEE SCHEDULE MIN. 1/2" 1/4"0-20x3/4" S.S. M.S. �_ ON SHEET 21) !PLYWOOD-1FOR THISNUT MAY BE CONNE CONNECTION SECTION ORIENTATION PPLYWOOD" WALL MOUNT END I TOR MUWON _®OR 1.750• 1S0' 2.0R 1' . i Q t/2 t/4' H j11j74'BA��•iT'!''������ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) OR 1/8"SLIP A O 4'c.c. i/2,i/4' 4 DRAWN B�: O D OR t/e suP O ��e y1Q:JGEAI,Q�c';�9 0 eat 1 n TECD INC. I�iti{���i�! M.ay.JLa JA a BUSH MOUNT ALL) IIUIL-D-OUT MOUNT Wo 12/12/11 DATE -- SECTIONS 0'-0' (PLAN) e *i TLL1eT TEsnNO r ENGINEER NO COMPANY EXPERT SHUTTER SERVICES INC. .p'• °w xii�.,imID�m'1e�0.ie.+�rm.KK(xea p�nim alae 1616 S.W.BILTMORE STREET 11-242 STATE OF e-m�a an•ex�w,c•m PORT ST.VGE.R.34984 GRAVING N. Ee NOW:(6G0I uS-0056.FAX 72 571-am ocGeTle INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS o'.. p �'� e®m r•o so"I/P-1• = �. 9K•iF. / TE WALTER ONDA L Iµtai• mo-®A. . BNEEI 6 GT 26 I ��inin�Ill11 TYPICAL MANDATORY PROCEDURE FOR VERIFYING SHUTTER CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (") STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN LOAD(p.a,Q FOR THE OPENING AND DESIRED PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SHUTTER SPAN"L'(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MUW ONSARE USED BUT WO STEP 2:ENTER TO CHARTS I ([a OR Ib) THRU IV ON SHEETS 15&18 TO DETERMINE, STORM BARS SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM BASED ON AN ASSUMED SLAT SLIP(In),ANCHOR TYPE AT SIDE RAILS;AS.D.DESIGN WND ZONES 1 THRU 4 INDICATED ON CHARTS la, Ile, III & IV ON SHEETS 15& LOAD( .a.}.);AND SHUTTER SPAN'L"(ft);THE REQUIRED FINAL SLAT SUP THAT SLATS 18. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS.FOR INSTALLATIONS MUSTIV INSTALLED WITH t0 MEET THE REQUIRED LOAD AND DESIRED SHUTTER WTHIN ASTM WIND ZONES 1 THRU 3 WHERE MINIMIZING OFTHE PROBABILITY OF SPAN. BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE,MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IV TO PROCEED IDENTICAL TO WIND ZONE 4 VALUES. WTH SHUTTER INSTALLATION VERIFICATION: 2 ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 W/DESIGN LOAD;MAXIMUM • ENTER A.S.D.DESIGN LOAD:SEE STEP(1)ABOVE MULLION SPACING(MAX„12'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT)W/ALLOWABLE INTERPOLATION IN-BETWEEN SPACINGS FOR A"GWFN(G, • FOR A SPECIFIC SHUTTER MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR GI,G2),MULLION TYPE&MULLION ORIENTATION. TYPE,THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: 3,SEE SHEETS 10 THRU 13 FOR REQUIRED MULLION CONNECTION DETAILS ATTOP& LMAx:THIS IS THE MAXIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SLAT BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS SUP(1/7,1/4',1/6")MAY BE USED,FOR A GIVEN AS.b.DESIGN LOAD. INTO CONCRETE FOR A GIVEN MULLION TYPE(G,01,G2). LMw:THIS IS THE MINIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SUP PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED (1/2',1/4',11W)MAY BE USED,FOR A GIVEN A.S.D.DESIGN LOAD.IN CASE JOB 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS DESIRED SHUTTER SPAN(L)WAS SHORTER THAN WIN,THEN TO THE ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WTHIN ASTM WIND OTHER CHARTS A SHORTER SLAT SUP AND VERIFY THAT(L)ISS ZONES THRU 4 INDICATED ON CHART Ic,SHEET 16,IT SHALL BE MEASURED ALLOWED FOR THAT OTHER SHORTER SUP. FROM BACK'OF'SLATSTO GLASS:FOR INSTALLATIONS WITHIN ASTWWIND ZONES 1 MINIMUM REQUIREDSEPARATION TO GLASS IS PROVIDED ON CHARTS Ic, IIc,III& THRU 3:MERE MINIMIZING OF THE PROBABILITY OF BREACHINGOF GLASS IS' W.PROVIDES SEPARATION TO-GLASS FOR-SHUTTERS-W/O OR-W/STORM BARS(SEE DESIRED,MINIMUM SEPARATION TO GLASS-FOR SLATS-SHALL BE IDEKMCALTO STEP 4)BASED ON SHUTTER INSTALLATIONS-WITHIN W ND ZONES 1 THRU 4,AS WINO ZONE 4 VALUES. DEFINED BY ASTM E 1986415,SECTION 8.22. 2 ENTER TABLE 1 ONSHEET 22 WI AS.D.DESIGN LOAD AND STORM-BAR SPACING- STEP 3:OBTAIN INFORMATION ON SHUTTERS SIDE RAIL ANCHOR SPACING REQUIREMENTS AND DETERMINE MAXIMUM STORM BAR SPAN(HEIGHT). FOR CONNECTION TO EXISTING STRUCTURE FROMANCHOR SCHEDULES-Va&VLLON 3.ENTER TABLES 2 OR 3 ON SHEET 23,WTH AS.D.DESIGN LOAD AND STORM BAR SHEETS &18.ENTER SCHEDULES WTH FINALLY DETERMINED ANCHOR TYPE, SPACING AND DETERMINE APPLICABLE OPTIONS'POR STORM BAR CONNECTION TO SUBSTRATE,MOUNTING TYPE, DESIGN LOAD&SHUTTER SPAN AND OBTAIN CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECSATANCHORS TYPE MAXIMUM ANCHOR SPACING(INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D) 1 FOR ANCHOR SPECS. OR REMOVABLE(ANCHORS B&C)INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS STEP 4:IF SHUTTER INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS& PER CONNECTION DEPENDING ON A.S.D.LOAD AND STORM BAR SPACING. MULLIONS,THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE 4.ENTER SCHEDULES 1a THRU 20 ON SHEETS 24,2S&28 W!DESIGN LOAD;MAXIMUM APPLICABLE' MULLION SPAGNG(MAX,12'OR 7%AND DETERMINE MAXIMUM MULLION SPAN PROCEDURE 4s:IF STORM BARS ARE USED (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(8, G1,G2),MULLION TYPE&MULLION ORIENTATION. 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WTHIN ASTM WND ZONES 1 THRU 4 S.SEE SHEETS 10 THRU 13 FOR MULLION CONNECTION DETAILS AT TOP&BOTTOM INDICATED ON CHART Ic.IT SHALL REMEASURED FROM BACK OF SLATS TO FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO GLASS.FOR INSTALLATIONS WTHIN ASTM WND ZONES 1 THRU 3 WHERE CONCRETE FOR A GIVEN MULLION TYPE(G,G1,G2), MINIMIZING OF THE PROBABILITY-OF BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE,MINIMUM PROCEDURE PER-STEPS 1 T'HIRU 3 IS SIMILAR FOR INSTALLAT)ONS INTO SEPARATION TO GLASS FOR SLATS SHALL BE IDENTICAL TO WND ZONE 4 VALUES. WOOD FRAME STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS 2 ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD;STORM BAR SPACING AND APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). ,11UTIL[Ir���ro/N'H/. FLORIDA BUILDING CADS(Non High Velocity Hurncona Zone) 3. ENTER TABLES 2 OR 3 ON SHEET 23,WTH ASID.DESIGN LOAD AND STORM BAR ���Q� c o 2011 TILTMO INC. **_ `• ORA"IN SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO G�NSE lY��i l�us •c.•./L.O./AS. CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS-AT ANCHORS TYPE ��` `� ,RaWW5hafiw5FA am 12/12/11 LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D) C — 'L E C O IND, a�E OR REMOVABLE(ANCHORS B&C)INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS �}s EXPERT SHUTTER SERVICES INC. �' '.3/�( W enxv�nn.T Ochi R M�yGl INw®i&HPiNaYe 1 els S.W.BILTYORE STREET PER CONNECTION DEPENDING ON A.S.D.LOAD AND STORM BAR SPACING. W, rw• Ainti ft-c+�w 1y1 11_242 PORT sr.LuaE v1 J4Y•4 �So-„laE tO D0871W.rom rwr,E t �w-am•.ru: n>n1-OseD DRAWING Na Q: , EB-DDOB719 am o®ml nvrr.r mm�o, u+r WALTER ATILT Jr.PF— FLORIDA E FLORIDA LH: 44187 I a•r.rm V„nl , SHEET 14 OF 28 I 1 SLAT PERFORMANCE CHARTS Ia. Ib- & IC: (ONLY VALID FOR UZI SLIP) FOR A GIVEN A.B.D.DESIGN LOAD(p.e.Q,SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W1 OR W/O STORM BARS USE W/ CHART Ia CHART Ib I AR Ib CHART IC USE km"Wim 881WEEN 0 N9V=E ASO. 3/8"0 KVAK BOLT 3 ANCHOR. 5116"o TAPCO XL ANCHOR Y POM LOAD�' POURED CONCRETE TO POURED CONCRETE OR WN. SLAT GROUT FILLED CELL CONCRETE BLACK SPAN AJAX SLAT SPAN Iyy� REgUIREO__ys4.SEPARATION i0 GLASS ASA •um" (FT) 'LuAX• (F) (Fr) MEASURED TO BACK OF SLAT(in) NOLD-OUT sum-&-m RITINO T AP�n TPAVER teff /® ow Wui t OUNT , to W/® •2UD-00TW G STORK BARS W STORM BMS I sa Nm OM 0 k W E[d NOfL4 IF NOR9 Ik @L NOh7!IM k .at wms IF 6 ND Z WINO ZONE WIND ZOO SEE NORB 4E SEE'm 1k 1-3 4 1-3 4 30.0 20'-0" 1 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0" 18'-O- B'-1' 1' 141/2- 6' 7- 380 20'-0' 1 19'-10' 204-0" 18'-0' 20'-0' 19'-6° 19'-0" 18'-3' 7'-9° 1' 14 1/2- 6" 7' 40.0 20'-0' 19'-B" 19'-7' 16'-6' 20'-0° 19'-0' 17'-4" 14'-10' 7'-5` 1" 14 1/2° 6' 7° . 48.0 20'-0' 19'-8" 18'-0" 15'-3" 20'-0" 18'-5" 16'-0" 13'-9" V-2' 1 14 1/2- 8" 7" 800 20'-0' 19'-4" 16'-9' 14'-2' 19'-1' 17'-2' 14'-10' 12'-10' 7'-0' 1' 14 S/2' 6' 7- 20'-0" 19'-2' 15'-8" 13'-4' 1 13'-11' 12'-1' B'-9' 1' 14 1/2" 8' 7• Q0.0 19'^5' 17'-11` 14'-9' 12'-7' ir I6'-9" 15'-2° 13'-2" ll,-5, 6'-9` i" 14 1/2' 6' 1 7' 1B'-4" . 18'-10' 13'-11' 11'-11" -9' 14'-4' 12'-5" 10'-11" 6'-9' 1" 14" 6' 7- 70.0 17'-4' 95'-11' 13'=3" 11'-4' 15'-0" 13-8" 11'-10' 10'-4' 6'-9" 1" 13 1/2' 6` 7' 78.0- 18'-6' - 15'-1, 12'-7" 10=10" 14'-3"- 13'-1' 11'-4" - V-11° 6'-9' 1" 13 1/2' 8' ; - 80.0 15'-9° 1 44'-4" 12'-0' 10'-5' 13'-7' 12'-8" 1010' 9'-7° fi'-9' 9° 13' .6' 7" 880 15'-01 13'-9' 11'-7` 10'-0' 13'-0" 12'-1' 10'-5° 9'-3' 6'-9` 1" 13" 6- 7- 90.0' 14'-2" 13'-2' 11'-2' 9'-8' - 12'-6' 11'-7" 10'-1" W-11' 6'-9' 1' 12 1/2" 6' 7- 58.0 13'-5' 12'-B` 10'-9"- 9'-4' 12'-0" 11'-3" W-9" W-7° $6'-9' 1' 12 1/2" 6- 7- 100.0 12'-9' 12'-2` 10'-5` 9'-I° rl-3 ...10'-10' 9'-5" 8'-4" 1" 12' g' 7" 108.0 12'-2' 11'-9' 10'-1' 8'-9' 10'-6" 9'-2' 8'-2' 1° 11 1/2" 8' 7' 110.0 11'-7` '11'-4' 9'-9" W-6' 10'-31 W-10" 7'-11' 1" 11 1/2' 6- 7- 118.0 11'_1• 11'_0• 9'-8° B'-4" 10•_0" 8'-8' 7'-8' 1" 11 1 2- 6' 7- 120.0 10'^B' W-2' 9'-8" B'-5' 7'-6' 1" 11" 6' 7` 128.0 10'-2" 10'-2" 9'-0' 7'-11' 9'-5' 8'-2" 7'-4" 1" 11" 8° 7' 130.0 9'-10` 9'-10' 8'-9" 7'-9" 9'-2' 8'-0° 7'-2" 1' 10 1/2' B' 7`138,0 9' 6'-6" V-7' 8'-11' 7'-ID` 7'-1" 1" 10 1/2' 6° 7' 140.0 W-1' 9'-1a7-8' 7'-5' 9-1 B'-9' 7'-8` 6'-11" 1" 1D 1/2' 6' 7` 148.0 8'-10" W-17'-3' ' " 8' ' 7'- ° 1" 1O" 8° 7°180.08'-6` 8'-87-2` 8'-8' 8'-4° 7'-4° 1" 10" 8' 7' ' 188.0 B'-3' 8'-3 7'-0' 1'-3' - W-1° V-2' 7' 180.0 B'-0' 8'-0" . 6'-10' 8'-0" 7'-11' 7'-1" 6'-9' 1" 10" 8' 7' * N 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT IIt/iliaii�� SPAN AND A.S.D. DESIGN LOAD. j11It TILUT����: FLORIDA BUILDING CODE(Non High Velocity Humcone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 14 ? 02011 ILLTECO INC. • BRAWN er: 3/8'/KWIK BOLT 3 ANCHOR OR 5/16"s TAPCON XL ANCHOR, INTO •`�e`�:�joENSf ? Naudlt83 KXLO./A.o. POURED CONCRETE OR GROUT FILLED CELL-CONCRETE BLOCK, OR -��-''�— ��;��:y� RbMwjJyofferSystem 12/12 11 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR `'A_ ----- ---�' y WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. �yy'� ®tp°' EXPERT SHUTTER SERVICES INC. GATE 1 Y 7/•�J l/�U; TIWT TESTING R ENGINEERING COMPANY W: em k x.!r..lw I�mAE�loe it WIN 1626 S.W.BILTMORE STREET 11-242 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE * '•. $1 Kit 2�� . ,B;mamonel.ean PORT ST.LUCIE FL 3084 ORAWINO No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. A'••, \�P' 1� E9-000871• taws 7w-w5e.FAR: e71-0avo WALTER A.TUFT Jr.P.F �® us e�,m -'�F FLORIDA Lk.0 44167 ro o—u a°/n 91LEf 15 OF 25 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W.5/116'0 TAPCON XL ANCHORS TO POURED CONCRETE WALL OR GROUT FILLED CELL-CONCRETE BLOCK WALL,A.S.D.DESIGN LOAD&SLA_T SPAN RAN WALL MOUNT SLAT SPAN Txa1TG1 - t 4--5't >5'- 't >6'-7'tL>7 -IV t -16't -20'trawB MNaE(PM) s 30.0 B. 8" 8" 8" 8" 8" 71/2' 5 1/2- >3 8° 8" B" 8" B. 4" >41-60 8° 8" 8- 8" Ir 8" 6° 4" 3 3/4" t hm 8" e" 8° 8° 7° 4 t/2' 3 3/4" - MAX.SLAT SPAN FOR A SLATOWN A.S.D. DESIGN LOAD >81-1105 8" 8" e° 6 1/2" 5" 3 3/4" 3 3/4' - ~SPANS SHALL jlM-EXCEED MAX. >006-120 8" e" e` 5 1/2° 4 1/2' 3 3/4" - - O] SLAT SPAN INDICATED ON >121-1140 8' 7 1/2" 6" 4 1/2" 4- 3 3/4" - - SLAT PERFORMANCE CHART >1411-160 e' 6° s' 4" 4" - I - - ON SHEETS 15 & 16. SLAT SPAN DEFINITION TRAPPED MOUNT Asa SLAT SPAN RANGE 0®al FROM 01-4 t > 4'-5't >16'-6't >6'-T t >7'-0't >B'-12't > 12'-ib't > 16'-20't RA40E(P,0 s30A 6' 6' 6" 6" 6- 6" 5 1/2" >31-40 6- 6- 6" S. C. 6" 5 1/2' 4 1/2" - >41-60-- B" 6' 6" 8' 6- -5 1/2° 4" 4" >61-80 6` 6- 6" 6" 6" 4' 4- - >at-los s6" 6- 6" 6" 4 3/4" 3 3/4" 3 3/4' - >106-120 6° 6° _ B° 5' -4' 3 3/4" - _ >121-140 -6" 6° - 5 3/4" - >141-160 6" 1 6" 1 5' 1 3 3/4- 3 3/4" - - BUILD-OUT MOUNT A= SLAT SPAN RANGE A Amo'-4't >4'-5't >5'-6't >6'-7't >r-B't >e'-12't > 1 z'-16't r 1 W-20't PAW E 3 E 3 E E 3 E E E 3 RANGE p s 3o.a 6' 6" B° 6" 6" 6" 6° 6" 6° 6" 6" 6" 6" M3/4! 6" 6" 6' 6' 5 1/2' S 1/2" 4 1/2" 4' 4" 3 3/4' >31-40 6- 6" 6° 6" 6" 6" 6' S. B. B° 6" 6" 6" 6" 6" 6' 5- 4- 4- 3 3/4" 3 3/4' 3 3/4" 3 3/4' >41-60 B. 6" 6' 6' 6" .6" 6° B. B. 6" 6' 6" 8" 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- 4" 3 3/4" 3 3/4" - 3 3/4" 3 3/4' - - - >81-1105 6" 6" 6' 6" 6" 6" 6° 6" 5 3/4 4 1/2 4 1/2' 3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 3/4' - - - - - - - >f0s-1120 6' B. 6' 6" 6" 5 i/2 5 3/4 5 3/4 4 1/2 4 1/2 4 1/2 3 3/4 3 3/4" 3 3/4` - - - - - - - - >121-too 6" 6" 6' - 5" 5- 4" 4 3/4 4 3/4 3 3/4 1/2-14 1 2 3 3/413 3/4-13 3/4° - - - - - - - - - - >141-160 6" 6" 5" 4 1/2m 4 1/2'.a 3 4 4" 4° 4° 1 4" 1 - 13 3/4"13 3 4' - I - - I - I - - - - - FLORIDA-BUILDING CODE(Non High Veloelty 8unriaane Zone) ✓9%. 02011 TLTE00 INC- ¢a aErr.a_ cENsF .. Naudzus @ORfng'Shumusysfem 12/12/11 - 14 E C O�e��. DATE ��;�ll * 71Wf TE371NO!ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. atv NR 01.to Jas 1+1r.\cr7�Ws n algia 1626 S.W.SOMORE STREET 1 1-242 {t'. ST�TC ` rts..a pmpn-lav.rm i Ompn-lv1 PORT St.WCIE FL 34984 �F ly r..L-tIlt-0a°I-mm DRAWING No % \ PIIONO "00 7{0-WS".FAIT: 72 "71-0090 k/ \ ILEI \ WALTER A. Jr.P- r.r mora nle maarm om FLORIDAM L1c�441 e7 a r-nl In I MET 1"K Ze 1 �