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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online �tr am t ^rs &CIS Home Log In j User RegiaVatlon j Hot Topics 1 Submit Surcharge stats a Facto Publlcatipns i Contact Us 1 BCIS Site Map• ! Unks i Seamh Florida lima Product Approval y USER: Pubii[ User Product Aporoyal Menu > Product or Apolleation Search > application List > Application Derail FL # FL12246-R4 gee Application Type Revision Code Version 2617 Application Status Approved Comments Archived 2 0 � LLJ O Product Manufacturer z U Address/Phone/Email } Z 0) U CO C/) J J U) Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772)871-1915 Ext 106 callexpert@aol.com ERECEIVED N 2 2 2020 County, Permitting [ o7,by&P Michael Heissenberg REVIEWED callexpert@aol.com CODE COMPU�OJC, Michael Heissenberg ST. LUCIE C OUN 1626 SW Biltmare St Port St Lucie, FL34984 BOCCE (772)871-1915 Ext 106 CallExpert@aol.com 20 Michael Heissenberg 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 I, CallExpert@aol.com File COPY Shutters Roll -up Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineerr. - ..-' 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 12/31/2019 Validated By John Henry Kampmann Jr. ? Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE PDF Standard ASTM E-1996,E-1886 ASTM E-330 TAS 202 year 2005 2002 1994 helps://Floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQvADgvzRNLe5g40VIiltCeHwT5BBAhhv918%2fxUQDampBl9gCQ%3d%3d 112 414/2019 Florida Building Code Online C Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Sumil of Products F Model, Number or Name Description 12246.1 _____.. Nautilus Rolling Shutter System Nautilus Rolling Shutter System ....___.--.__ _._..._....-_....__._ Llml of Use .-._......_._... Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244..PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f. at 20'-0" span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCT EVALUATION REPORT PDF and +160, -160 p.s.f. at V-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes aAC{: i{P.Xf Contact Us :: 2601_Blair Stone Road, Tallahassee FL 32399 Phone: 850-48)-]824 The state of Florida Is an AA/EEO employer, ryggyJght 20U7ZZQI State of Florida.:: Pov�a Statement:; ACCessibinly, Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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 Accepls: ® E, Im Credit Card Safe https:l/floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwIDgvzRNLe5g40VliltCeHwT5BBAhhv9l8n/o2fxUQDampBl9gCQ%3d%3d 212 GENERAL NOTES: T1 NAUTILUS EEN V EO FOUR COMPLIANCE IN G SHVITER KC DANCE NT01 Show ON ME 201] Sth PRODUCT EVALUATION OF INSE MO P.E01 0 CODE NAUTILUS ROWNG SHUDER SYSTEM SHNE. NOT BE INSTALLED AT ARCH VELCCIIY MRIOCWE ZONES (MMAO-DAME /BROWARO =NOTES), DESIGN MND LOW$ SHALL BE DETERMINED AS PER SECTION 16090E THE ASDYE MENTIONED CODE, FOR A 84C NANO SPEED AS REQUIRED BY THE NRIMICU)N "ME THESE SENTTERS WILL BE INSTALLED TOR A OIRECTIONMIITYFACTOR K0=OAS.USING MICE 7-10 FOR INSFALLAIOS UNDER W17 MC AND SHAM NOT IXCEM ME MMIMM (ASD.) C ORENN PRESSURE RA&YG$ NOTED ON SHUTS 15 WIN 18 & 20 MRU 26, IN ORDER TO MLRN WE ABOVE CONp11pN, ULTIMATE OE51GN WIND LOADS CEER4Nm PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.). DESIGN WIND LCWS BY YULTIPLNING THEM BY 0.6 W ORDER TO TO COMPARE WESE W/ MAIL (AS.D)DEMUR PRESSURE RATINGS INMGLTEO ON SHEETS 15 CUM 18 & 20 WU 26. 2. IN ORDER TO VERIFY THAT COMPONENTS MO ANCHORS ON MIS P.C.D. AS TESTED WERE NOT W STRESSED. A WX INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS NOZ USED IN THEIR ANALYSS, FASTENERS SPACINGS TO W000 HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. NAUTILUS RMUNO SHUTTER SFSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF ME ABOVE MENTIONED CODE AS MERICAN TEST LAS OF SCAM FLORIDA. REPORT y 1030.01-08 AS PER AM 199E-055,, E 1888-05 AND E 350 STANDARDS, QUALIFYING ICN OWAILATS FOR MND ZONES 1, 2, 3 & 4. MOBILE TYPE D AND ONLY MPLI '^SIR TO BASIC PROTECTION INSTALLATIONS, AS CEMIED BY SECIICNS 5.2.1.1, 6.2.1.2 AND 8.3 OF ASIA E 190E SEE SHEETS 19 & 20 FOR ADDRICKU. LIMITATIONS. 3. ALL ALUMINUM EXTILISONS SMALL BE 600-T6 ALLOY (UNLESS CTHETMISC NOTED). SEE SHEET L 4. ALL SCREWS TEXCEM END RETENTION BCAEW®) TO BE STAINLESS STEEL 304 OR 316 SERIES ATM 60 Xei YIELD SMENG AND GO AM TENSILE STRENOW CR CORROSION RESISTANT CORM CARBON STEEL AS PER DIN Not& ALL S.D.S. ME TEK SCREVIS MANUFACTURED BY DW BJILDC( It SHALL COMPLY W/ FLORIM BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-107, CAWAMZED OR A51 W4 OR 316 SERIES STMNLES$ STEEL WRN 36 AH MINIMUM "ELD STUNGM. S. NAUTILUS ROLLING SHUTTER SYSTEM SEARS U.S. PARENTS [8,095.M5. AND #7.40%980. 7. ANCHORS TO WALL MRQSOE RAIL $HAD. BE AS MULOMI: (A) TO EIISTING POURED CONCRETE BAN. ]ADD P.Ci. COMPRESSIVE ST MM -5/16.0 YAPCON lR MCMORS AS MANUFACTURED 8Y ITT eklfl, . INC. -3/9b MMK BOLT 3 ANCHORS AS IUNUFACTURED BY NIB, INC. At) MINI/MUM EMBEDMENT INTO POURED CONCRETE SMIJ. RL NOIEM'SEOMEM' 1NTO STUCCO W.W. BE�CoNSID •AS PMT6OF ME RIM0REEMBEDMENT. S ,L2) MNDAUM EDGE MSTANCE (E.D) INND POURED CONCRETE SMALL BE 4' FOR 5/16.0 TAKEN AT. ANCHORS At 5' FOR 3/8b KWNL BOLT 3 ANCHORS. EDGE 05FMCE 5 BEYOND ANY' FINISH MATERIAL A.3) IN CASE TUT MlOg STONE, PRECAST CONCREC OR ORCK PANELS, VENEER OR PAVERS BE FOUND M Tiff EXISTING WM.L OR ROCI% MCFGRS SMALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. (8) TO E M40 GROUT FLUID CELL CONCRETE BLCCK WANE ANTIC C-90 -5/I6'0 TAPCON XL ANCHORS. AS MANUFK111RE0 BY FIN BUIIDEX. INC. B.1) MINIMUM EMBEDMENT OF 5/1VO TAPCON XL ANCHORS BNTO ME DRWF FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4'. NO EMBEDMENT INTO STUCCO SMALL BE CONSOEMED AS PART Of WE REQUIRED EMBEDMENT. 9.2) MINNUM EDGE DISTANCE �EO.) OF S/16'0 EAMON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK $MALL BE 4% EGG- DISTANCE 15 BEYOND ANY FINISH "TEMAL, 8.9) IN ME IXLSITICT ALL O.5R7 LOOONRE• ANCHORS SHALL EBE LONG ENOUGH N �K ME MAER OR INSTSTRICTME BOO SUCH PANELS. (C) TOUIHpW MN2 WesA 0 . BUILDING: SPRUCE Pp:E-M-SOUTH (W 0.96), OOUt1dA5-FlR-SOUTH (G.G46) OR -5/I6'0 TAPCOH XL ANCH@tS, AS MANUFACTURED BY RY/ 9URDEN, INC. CA) MINIMUM (MBEOMENT OF TAPCON XL ANCHORS. INTO ME WOOD FRAME UNIT SHALL BE 2 1/4' PWSCAL WEENTTNTOFINEMBEDMENT N6H MAIERVUL SHALL 9E CONSIDENEU AS PART OF WE REQUIRED EMBEDMENT, C.2) MINIMUM f1 DiSt RC (C O.) OF TAPCOV ANCHORS, INTO WIND SNNL BE 2 1/4'.EThE' DLSTMCE IS w)WE CASE E)USSIFTNIDAW IA, OOLRSiTEN�EAPNCNORSR5'SMALCO L BCEIE W ENOUGHATO RFK AWE OR STRUCTUREYBEBBD8N6 ImEl PANELS, 8, ANCHORS SHALL BE INSTALLED mLLOWNC ALL OF THE REC0411TNOATIONS AND SPECIFICATIOIK OF ME AN(IHOR'S MANUFACTURER. 9. ANCNOIS REOUWED FOR STORM PARS CONNECTIONS SMALL BE AS SPECUMM ON MPIIFABLE SECTIONS SNWNN ON. 9ICET S. -5/8'd1 1/4' CALK -INS MANUFACTURED BY PONER FASTENERS, INC. -1/4'903/4' SOLID -SE 4ANUFACIUREO BY ALL POINT, HNC, -3/6'0 RICK BOLT TZ MANUFACTURED BY HILT, INC. -5/16'0 TAPCON MANUFACTURED BY RVJ BUILDEX, INC "MUM EDGE INSTANCE AND SPACING FOR ABOVE MLWTICNED ANCHOR$ SHALL Of AS MUCATED OEM OR AT ABOVE MENNONED SHEEP. EDGE DISTANCE AND EMBEDYENTS ME BEYOND MY FR145H MAMRI - EMBEDMENT GROur MI. ON ANCHOR SPACING O 100x EDGE DISTANCE 0 10011 CONCRETE COLLCREIE BLOCK 318'"1 114- CALK-tN 3 3/4' 4 1/1' 1 1/4, (3000 PM) NOT ALLOV(FD 1/4'OA3/4 SO1JD-SE J' 3 7/6' GOOD Pei) NOR ALLOWED 3/8"0 KMK BOLT TZ B' 4' 2 1/2' (3OJ0 Poll NOT ALCYND 5/16.0 TAPCON XL 3 3/4' 3 I/8' 2 1/4' (2699 PSI) NOT ALLOWED to ANCHORS REOARED FOR: MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SNONN ON SNE'EIS to, ICI 11, ItA 12, 12AA 13 & 13A -XMK BOLT TZ EXPANSION ANCHCH WNUFKTURm OY HBTI, INC. MUS-H SCREW ANCHOR MANUFACTURED BY MALT, INC. -iMGE-BOLT ANCHOR MANUFACTURED BY PONM FASTEERS, M. MINIMUM EDGE INSTANCE AND SPACING FOR ABOYE MENTIONED ANCNORS SNARL 8E AS INOIGTED BELOW OR AT ABOVE MENTIONED SNEET. ECCE INSTANCE AND CJA IMMENTS ARE BEONO ANY FROM MAUAv,, EMBMMMT D IOOX GROUT FILLED OR ANCHOR SPACRIG 0 t06x EDGE DISFMICE O IODOT CONCRETE CONCRETE BLOCK 3/4.0 KW9( BOLT TZ 27' 9' 4 3/0 (MOO PG) NOT ALLOWED 1/2-0 KMK BOLT TZ 22 I/2' 7 1/2' J 1/4' (3000 PS) NOT ALLOWED 316'0 ax MTTz /' 4 3!5' 2' (3000 PS) NOT ALLOWED 3/8'0 KUS-H SCREW 4' 5 2' (]OGO PSI) NWT ALLOWED 3/8'0 WEDGE -BOLT 4 1/2' 4 lr2' 2 1/2' (3000 F'� NOT ALOM 1/20 NIO-I; sI f ON wam BOOT 6' 6 3' ((3000 PSI NOT ALLONED 5/8.0 W surva; K.➢E BRAT 7 I/2' 7 1/2' 2 1/2' (3000 PSI) HOT ALOWED It. WE LNSTAEATION CONTACTOR IS TO SEL/CAUUL ALL PRODUCT COMPONENT MKIES WHICH REMMI IN COHTNUOUS CONTACT WA THE BUADNG TO PREVENT NINDARNN INTRUSION. CAULK AND SEAL PRODIKT MACXS ALL MOUND FULL UNGW. 12. B SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR TO VEIN MESOUNDNESS OF ME STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. I" PRODUCT SMALL ONLY BE. ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD PRASE BUILOINOS, 13. MIS PRODUCT'S INSTALLATION SKULL COMPLY WITH ALL SPECS MCICATED IN HIS DRAWING PANES ANY BUMINQ AND ZDNINO RECULAWNS PROVOm BY THE J1IRIEOCRON WHERE PERMR I$ APPHED TD 14. LIFTING MECWMSM NOT PINT OF Mrs APPROVAL 15. % TAUS-P.ED. PREPARED BY TENS EMIRATES IS GENERIC AND ODES NOT PROVOE INFORMATION FOR A SIZE SPECIFIC PROJECT: I.. MERE THE SITE NOIGNS DEVIATE FROM WE PRT. (IC) F E.D PRW10ED NVMClOR TO BE MR ES MCIDOMATEEFR041WE CONDMO N3 DETAILED O N 1, INON S DOCUMENT WHMUUSAFETYWI Err TIES ATME C1. Is Mi: 1105 CONTRACTOR'S RESPOISBANY. (c) RRS P.ED MALL 8E CONSIDERED NUMB, IF ALTERED SO, A MEANS. (d) ME SPECIFIC PMEXIIS SHAUL BE PREPARED BY A FLORIDA MorNEDR OF RECORD EUMA FOR WE PROJECT MO WINO SOL. Or RESPONSIBLE FOR EHOINEERM PU USE V TONTIHE P.E.& ENONEM OF MSC31 MAUL BECOME MORE. KHNW AS A CEUCA CHEER TO WE PZD. ENONEE& SHALL SUBMIT To THIS LATER ME SITE SPECIFIC DRAWINGS FOR REVIEW, (a) DINS PPDEU..�RW� ME GTE AND ORIGINAL SEA. AND SOYATURE Of WE PRQFE=J*I. MOSIER OF RMEHI I6. ACCORDANCE IMN SECTION 1709.95 Of SECTION 1709.9.2 OF THE FLORIN BUOONO �4i S 0 D SIDE L # O BUILD-OUTTUBS mebnuuwvwu.wr N•s.bsLVNHutlNtw aNu-uz.r _ 6btie�P•f• 0 TRAPPEOANGLE © 46MULLION © 40 MULUON. wunsurvnwuaaor Las*roallomwuew Ne+nxunxwumr xua'Im•r aiu'Lr.r acue.vr.r COMPONENTS (B� BASE SLAT mwLNiwxlm wve_w•r �amo• �� y F ALL E O BUlLD•OUT TUBE I Lxs.Luuwervusuw E WIL'.IT.0 Ei BUILD-OUTTUBE aN:ieuw�wuLuw �� �''1I bwnwm F •I .ass• U / O BUILDOUTTUBE aossnuuvbw.uw LWC:W.r Q U4O04•RM ITEKWREW W .mzn4 UI 5176'G OWIBUROEXTAPCGN 70.ANCHOR fJABpti blL6 bJlf.14•Y R i �1 ••Ir OJ �® WOMM, INC. MHIXBOLTUANCHOR 4v7 MULLIO vaeonbnE. lat�aricuT.. LLatela.r N4.44167•' Ln raLro„aLro, Cyy�.CL-,'r W /If b RUD 1 _ • • • . 6 '. aiJ. �CETAL BUSHING ./e NL[W WIIIXOIIAWRj .b � pkTVMfApuM IB3lEN00LL113M1I iHbl Ebll✓FS9N18LL81]5fY nmawLawirsaNm mnuwN€nwicreeLUM © RETAINING SYSTEM: SCREW* BUSHING Lwnrr•r t4 Lae {}I { i 1 OK STORM BAR m�su uwbm NLm wuvr•r Nautilus I -'" 17-244 mn , roLL 1 SIDEIEND CAP 2 HOUSING (BACK & TOP).040 THICK 3 HOUSING (FRONT & BOTTOM).040THICK 4 SPRING BRACKET 8 SPRING ASSEMBLY 6 60 MM OCTAGONALAXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER. SLAT 10 ALUMINUM SLATS I-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL(MNN SECTION FASTENERS 17 HOUSING (FRONT & BOTTOK FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MA OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR- PLASTIC OR 2AMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING .Y ENO --'f" vxf SC+KDUiES ON SHE2f5 15 ! 2p} . - TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *f. ** NOTE: SEE SHEETS 2 &. 3 FOR COMPONENTS.'NOMENCLATURE. NES PROCEDURE FOR SLAT INSTA ATTON GIVEN A SHUTTER H 1 HT: * CASE I;. SNTTER HEt6N EQUAL OR LESS THAN 11'-O' APPLCAOLE TO mmvrrONS W/0 STORM BARS, W/ STDRM BARS OR W/ WON BARS'* MVLLH 4 W/ HOOHTS VP TO rT'-0'. (o} CURTAIN SIVU START IN/ 41 SLATS AT TOP, iDLLDWEO BY f2, /J..... 71,1 TPA, ALL THE WAY DON, EACH SLBT / SNui CONSIST BY LAIN, YIVE (5) SATS OF THAT SW NUMBER PROCEDURE FOR ADDING SLATS DOINI'NARD BEtMv /1 SEAI SHALL BE CONNNUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED, CUANITY OE T EAT` NUMBER INSTAtI[n BEFORE BOTTOM BIAT®MAY VARY WBH %Iuttws NEIGR, (N) BOTTm SIATQMUET BE ALWAYS NsrA v' ** CASE 2: VOW HOW LARGER THAN II'-0' APPLICABLE 10 INSTALUTIOb5 W/O BTORM BARS AND W/ OR W/0 MULLIONS W/ HFADND IARtER ➢Wt 11'=01. (w CURTAIN S WANTV1( Al SLATS AT TOP, fULMD BY 12, (D, ...- THEREVIlER, ALL I .. WAY BOB". EACH SIAT / SHALL.. CONSIST OF MIN. FIVE (5) SLATS W THAT EAT NUMBER, PROE£WRE FOR AcmNO SLATS no%wHIK BELOW Al SLAT SHAY BE CONTINUED UNWL #10 SLAT IS IWAItE). AFTER #10 $L,AT IS. INSTALLED, ADDBIDRAL 110 BUTSMUST BE USED TO COMPLETE THE TOTAL SHUTTER HEION, (H)_BDTTDM BAT©MUST BE ALW)Y$ FY.r Akan & Y/7 CAP (7yp. En. END) & Y/7 TYPICAL .SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE. SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.B. END) IE DNDCCAP i an Mac MUIIDN TZNG L— SEE SCNEDYIE of SHEETS a A A 2B) VW-1/10OR W 2/11 OR W-3/12 OR W-4/13 BOX JI Loll itIf1IIIIIIIII 11 II II I I u j i +t ii 1 11 H } R 8 R S oE'IT'or— j It i II 'f ,I �If 'I - F i Rr or I R'/8 or or R'/ II{ Lim Sw SPAN r ( 100RW 2/11oR -3/12 OR W-4/13 Mo.. SLAT SPAN MOx. SLAT SPAN Su (Typ. Ea. END) is Sun Po Sun (SEE SCHEDULES ON (SEE. SCHEOIRES ON (SEE SCHEDULES ON SHEET 1!) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION �, •e W/ MULLON & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.TS. PROCEDURE FOR SLAT INSTAL4TION LIVEN A SHLIITER HEIGHT: • EASE 1t SHi21iER HOME EOMM. OR LESS TH+N }1'-O'. APPLIdBLE TO aNSTAU tTKNS W/O STORM SAM W/ STORM BIAS OR W/ STORM BIAS & MRAIMNS W/ 4DGMS UP TO 11'-O-. (R) GOWN. EACH 5 tt j E,M Lr1 SLiTs AT TOP. CONSST Or rNE (5}ES Ts 0 THAT1sL T NMMm. pRoc D'J FoN,Y A00.TtG SIAn OOP.TNwAo BDOW 11 SUl sHALL BE CORNME UN14 YOTAL S!I ITS HEROIN'S COMPLETEO. OUAHNTI' OF FW 9 T NUMBER ASNALLED BEFORE 8ONOM SILTVMAY VARY WWH SHUTTER'S HEIGHT. (0) Bono- BUT©MMsf BE ALWAYB INSr LLca, �t CASE 2 BHVRER HD6M URGER UYAN Ii'-V AP UOMkE TO g1ST TQN W/O STORM W AND W/ Walou5 W/ Hemrs URGER TNxN I V-o•. (0) CURNMN St,L START W/ 1f SUES AT TOP; FOLMT%EO BY 12, 19..,... THEREATER ALL ME WAY DOWN. EACH BUT j sl N WKS41 Of " (5) SUES OF WE " NUMBER. PROCEDURE fast AMINO SIRS DERWMl BELOW 11 StAT 5413E BE CONIWME UNTIL #10 SLAT IS BISTNAED: AFTER 110 stAT R INSTALLED, AODIRoHAL B10 SIArs NUSr BE USES TO COMNLETE 1HE Tom SNUTrER HET04T. W-1/10 OR W-2/11 OR G or ® or (emu or or ®� ®W-3/12 OR W-4/13 NxI, SIYtU PAR �AEBw ft.. MILLION SPACES.' o RFM tsEE SCr£AJIE ON SGEI a) (SEE BaBwITE / V/9 K m".1 ON SHEETS 24, 25 & 26) ! 1 �{ I 11 11 1f SUES 1 I II I I II I I 1SUT5. I8=M=P I i FT P B i sun �„ g❑y 1 I I I I .` ® 0/8 I B 1t tl i ton a0�'6 26 "To -:% or Ro/r' D R'/8 I ' i Y I II 7 E6. END) i R/8 ii R/B ii �y(YP tm e t t or I I or I} _ 1elFR __ l I �• urs lyy. STORM gr Si n'W—+. (SEE SHEET 22) W-1/1D OR W-2/110R j OR W-4/13 � I �R, i U+" V/9 iIW-3/12 Met SUIT SPAN ? I I.fON. SCAT $PAN I - (BEE ON_._.1 Met SLAT SPIN SCHEDULES ON (SEE SCHEDULES ON SCMCOMlES SHEET 15} SNCEIS I! & 18) (SEr. SHEET 15) TYPICAL CONSECIT ELEVATION WZ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 5/16.0 TMGO)5 X W/ POURED 5/16.0 TAPOONS n W/ 2 1/1' Wtl , 11 YAI/6' OR 2" I/w 1 4'«zs/4' IM W40E1 111, S m 2 1/4' N'n. EMSEOUENT� CONCR EMREDUM O t'OD.ARO60' Mv. /I.VNLNUu TUa y'w 1' 6 1'0.0..0.G80' Gov. % REO'0 STEEL WASHER 0 24' wc" % ff WAVER O N•060' ,,A`OtEO SIEEI 2/1/4' Nep Eu6E0MElN STEEL WASHER D 24' 0 20 POURED CONCRETE 2 % / OR GROREPW CON OR GROUT MEO r "]) OR RNGCRRM 04W f ' CONCRETE BLOCK IOU REOUNED, WALL REGUNEOME of - OPEN i S i g E%ISON6 O E IDGSTNG 2 ETOSIING GASS1 GLASS I � f SEf: ANCHOR %-� SEE ANCHOR —' G• y SCHE.NLES GN s: SCHEDULES ON SEC ANCHOR F £ SH[ETS 16, I] & 7 h IMS T6, 17 / - C $Hmm ES 0' a g W &. 16 1e / Ab 1 q10 SEPARATION M6C. SERARARON �{ Min.. SEPARAMON E % ' I TO GLASS u N GU65 GT TO SS f ( W {SEE SDrtwul D(IUGGR (uE SOGIALEs, , D MR (SEE SOIEDAM ur ON SRRT 15) ON SRI 15) % o �) .. 04 SFFtT 15) o/e o/a i 0/8 08 0/8 e ( Oda GOR WT R`�E'EMD� j ON �GR�G,1 ED CONCRETE fiICCK POURED CONCRETE of CONCRETE DLQC'R " RAU 1EGUMg -"' OR GROW FUEII ! CONCRETE BLOCKK—AF= WN REGMED. P WALL R£NWEO. s I UfNuD EDGEOF M E i 9 B o . I""'-�g� V ram. % �. B. IN, ED DN. EA 1. ......_. 1 GIx W 1/2"A066=NS AWU, �s _ / T4110.06T1COM, AHCLE W/ . WS ]U 0 ILL Al Uu, ANLLE 9/16'0 LAPCCM 11 W/- -T 2 1/A- Yin. EU6EOREIR tl 21' RL CONCRETE 2 ,/A- T - 7 2 1/t' Wn. DIOEOM (h•3 ) REO'0. 2 1/1' EMBEDMENT 024 P.c WALL MOUNTING FLOORICEWNGITPAPPED MOUNTING tl «c BUILD -OUT MOUNTING 1 ++ I , ••+ .60 FLORIDA 69ROING COOS (Nan Ni6N. VI 1, &,,I. n 200e) INSTALLATION DETAILS ON EXISTING POURED .44167 '� `»I' ANG« � Nautilus ROMD193fuHu5JsrI1rO m/b/T> CONCRETE OR GROUT FILLED CELL CONCRETE *, ILT E RAN BLOCK BUILDINGS ` Harr NmHae eWUHE«w« aH Am EXPERT SHUTTER SERVICES INC. r;Lpy. a .N+«n a pu I6N &W. 6LTUDRE sTINn p,(�'1. 1,Jj i `4' E` wN:im'iWE'+Cn''., r:, cam.-.E� PoRr 5T. wC¢. M ]4961 )7-244 i m moETeOea.ecm wwn •e \ P reer6 twU w:v9s1 , rn Tm) m-cvm Wx+M A ncrt .r. Px •�+^• f /wTE RKD s a» 3/tlro rIKDxS a W/ :/dab iA^CONs xi w/ �V�SSFa P"•"( ��' P FWC6J5D5N[GS xCaRCDPYiW.I(/'Nx 1t/YYf➢t.CDaCfFOx'2CCiKMvt. 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Im" )7-244 p , ocm�-,2w. r... m•wn-.a ram sr, W M SNea '+ S/ONAL EN p(xt af4lill P n x aml r-w . r f mt c m mac w _ply /DATE.- wIU A..1 b,4, P.C. DUt/YPDDURE/OfiE +IGM`+ t4. / ut81 fNQr a R16 0 (S BUILD —OUT MOUNT SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS sau 4r., wv/u ma 17 244 m a vaa r---4 1/2' WP, EO 3 �i/2 Inn EW,-I---FOR 3/B0 CMX-W Mi CRS a--3' M=n. E.O. M10, EO.- ..L fOR 1/<a 50uD-SR ANCHOBE tea' ME 0 m, F-� N' E 0-•--1--•FOR 3/BY kWK SCOT 11 WANWI ANCIIM !--3 1/8` MI., E.D EOCE 0f ysy$' fF AFPOCI,BL[i i-J 1/8 M,P E.O.--f---TOR 5/I6'1 TM+CON XL ANCHORS 5/SQ-f TAPCON5 At W/ / a�EOT 0 SLAB 2 1/4' MM. EN6fANEM ff AFMCMI1f. j / 1 &. i'GAx0.0r0' mv. / SiEfl. wASRER O 24' am r/ / 4' Min, FOUREO CONORET • i 2' (h.3 KHj 5' min, j 0 0 POOREO DOKCRET[ R".3 mil S' mEn, 7` TKCX REOWREp y... 5/f8•0 %4 TKCX Cum //APOONB E BEOMDfE &iM t E e I I S%n wASRER OV 171 2' ES 6 A K a Y 3Tu1. FOR WIND ZONE--f 1-3 } a r 2Ma. FOR i. i 5K STEP 3 OM SHEET 14 FOR SPEC[. TICS WINO ZONE- 4 TREATMENT Fqt YAND 1 iH}N 3 �� 1' Atin. FOR a VI.O ZONE-' 1-31 a SEPARATION TO E. a (SEE SptEOULES CCYI 2- W.m FOR E SHEETS is & IS) hob ZONE I 4 i f.: II E TXiflBBR � � Min. (4) 3/8-0 CALK -IN ANCHORS OR (4) 1/4.0 SOCIO-SCT MORONS' OR (4) Wo WIN: W.T. TZ WARSOM AVOARs ca (4p ANcxon. PER (4). 5116-Q TAPpOY xL ANCHORS 1. 3.T-F BiORM BAR-CONNEC'TON, SEE TABLE 2 ON SHEET 23 1•, (Tyµ TOP & BOTTOM) 2' 4- 2'x2'0/8'x0--5- (8083-Tr ALLOY) 2' 0 a ALUMINMM ANCU EA SIDE w/ €2) 1/4-0-I4i3/4" ITN�MIX TEX CRCWS TO STORM em "'--5 (Flo, TOP & BOTTOM) SECTION'S - S '�AY'NcaA DETAIL A # 1/4' 0-20 OR 3I8' 0-15 MACHINE SDREAS USED 30WTEY W/ t/4'P x 3/0 300D-SET OR 3/8'0 a 1 1/4' oWAN CHORS OOLS RESPECTN£LY SNLL BE LEFT TOO£1NER w ANCHORS AT THE TIME STORM BARS ME REMOVED, (SEE CET. A). (2) ANCHORS' PER STORM BAR CONNECTION, (SEE TAM 3 ON SHEET 23 (T)P. TOP & GOMM) (2) 3/8b Mli-)N AN On OR. // i01 In1 cnlin-u A9I`W. !ro m (TIP. TOP & BOTTOM) ® N ! — I S rs o a SECTION S1 - S1 BTA, IwS,Tella i I '(m. Ttelr3naV 6 /2 i/i6 a Ae.n. j 4 j u PDfIREO.OQNCRETE ON. E.0 EO _1, fJYxt IJ2°xp,002hCONT.. ALMA. j + O O (1<.S b0 5` miu. 1 E ANGLE W/ 5/16*0 TMCOx$ XL W/ }...... fuCF RE JiRED 5/18'0 VDLCNS %L WI -I "T.. 2 f 4- MI, EMOODUENT 0 24- a.u. 2 1/4' Mm. VARIED / // ! Ja /�. l� ! // / 0 14- ENE O.c Irlr!. _� (t-3 Ia.rxi'rz I t mDe ov sroe WALL MOU 'uCBly T✓c'. If APOLMABtE(( f maE ACpT! ) ( IF APPUCA&E ♦A F '-. FLORIDA BOIIDIND CODE (KwlitOh V41caly Kurtkam Zam /2 Min. E.D.---FOR 3/0.0 CAI ANCHORS ♦ s 4A} C201T TanM W:•. M.ar aP �3 W:ED —al M'n E.O.---I--FOR 1/4.1 wuo- NKHDPS %�' Y S7 Ndufilus . E.D� I• wn E,D:--F--roa alAv xcwe �sT Tz FmAtismN..A�eHcas y� .C-. * - --+.'^ -, nouTogsnnnarsyseun W, E O 3 r a IJ8 M E.D.--1-�-�FCR 5/Pro TALON At M-Ofm p„,�� ,��,„a IL�. Nn tsA' nwT Ttsnxu txcmtFmxa coAlrAxy EXPERT SHUTTER SERVICES INC. FLOOR TO CEILING TRAPPED AND WALL MOUNTING: STORM BAR GC� `4pS/ry y\ 'liffLP "°"`""; �tn''a.< <«"m°i-yv"a° near,%is m,A 3400"ry iww¢Y. SECTIONS V P E , A nu1eR A °Piwn +. PEElittIRE QATE itfXiM Ve..I aa16'I nIIITa d10 EDGE aP SUB IF M%ICJLtii mm P CONCRETE T Y t J 8' lAU• THICK REO.O jl N — I' I:. T. b EXIBRNG �'. 6U55 + r' 2 r e � b pzN k e ¢g� O/8 or -L— s R/8 or e R'/8 a Y N 4 COP.. E.O' --�oR (1) 3/4b WK BOLT TZ WAN!FDN ANCHORS O ENO AND INTEWR MULLIONS OQk Q (ORIENT f1ON /f) AND ENO MVLUONS©& 9 (CRIENTAR N ¢2) FOR (2) 3/4-@ WK BOLT TZ EXPANSION � µCKRS o MRKBi MN.LKKJ 6 (ORIENTA➢ON #2), �OGE Or SU8 nr +FpUGE:f. /a' SECTION XI -XI W/ n ` ALTERNATIVE SECTION X1-X1 W/ [ENO & INTERIOR MULLION I '.(ENI I �G OR Gi D A(W/ ORIENTATION B I) (W/ OR N 4"XB' 313'S1/210'-4' 4L .,^1/TV .e"__ 11/2' 1�/2/2....-.5,.- 1y/?' (WGI-TB.11la'f) t Am"GLE EA. SIDE W/ { Of1OgOR '21. 3/4'0 T Satn •�•' } _ _ ID 4ULLION & I 3' ] t ((1) 3/4'R NW1 BST R I ,,,-(, • ; 9 fxPANSTON ANCHyN 0/8 or W/ a-omi ENeDEreN(rrP.Ta € RR !8 r TOP & BO+TOM) /'�1�11 a- E%14iB0R i. 0(IEPoBR RTP,. TEB/WBCIO I SECTION X1-X1 W/P R.EO CONCRETE ,.'.U'c 3 e» Lrina (END -& INTERIOR MULLION) o a I / l e' M m tN 'It REO'D. IV ORIENTATION i iEOGi DE EUBi �13 f PrMIIC£Bti� (>3"X*'} it aPa,r.A�B'! FAR (2) 3/4 0 9MK BOLT T2 E HANSION 0 -9" Wrv. E0 -ANCHORS O INTERIOR M( WX 6 (ORIENTATION 02). Min. Eb, 9, Mim E.D. FOR (1)ANMRAND O 3/4 END AS N/E R NV ON'S.— S`1 •' E,•'• (E ANIIN T A& .0{N& QLLIaORM (OmtnTNOia)u�(O `.2t•? "K. �4 i' _3 1B7 Rl00R TO CEILING )TRAPPEOMOUNTINOrMULLIONS O OR n SECTIONS WI pty.• �.0� END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION wI 1/B' = I• PE:'Sfrj. WSWA /DATE. ]"T3`r1/2'MY-e' (E001-T& ALLOY) A4m, ANGLE EA. BIDE W/ j2) 3/4.0 THRV BOLTS YO MULLION (EA�i? & {q KW 3/e. IK BOLT TZ E%P '04 ANCHOR. W/ G" Min. EMBEDMENT TO POURED CONCRETE :(Typ. TOP & wrON) 7'13'vT/2'x4'-4' (6051-T6 ALLOT) Awn. ANGLE EA. SIDE W/ 2) 3/4-0 THRU 84LTS TO MULLION & (2) 3/4'0 KVIIK DOLT S2 E%G SKIN ANCHOR. ri/ G' Wtn EMBEDMENT TO POURED CONCRETE (11, TOP & OOTTaM) (ENO MULLION ONLY) (INTERIOR MULLION 0NCY1 ALTERNATIVES SECTION X1-X1 W/ w QRIE„NTATION 9 2) ixn E.D. f—(six Sgimum EOOE OG SEPE O IFP(FA9(E'{ a u v a y EfRSTNO�j cuss a Y f h 4 a g a 6 0/8 ory R/8 or T R'/8 a y E 9 4 j] 3 q A a am m s 1 Nth, F.iD WP F rWitE (SEE SCNEWE LPOAiFO CORUM (F.-3fi I!.), SEE SCIIEDUEE II. FLOOR TOCE(LING 2TRAPPEDMOUNRNG: MULLIONS n OR Cb 0 SECTIONSAM SCNE:1/6' W' • SIDE RAIL@AND BOX NOT SHOWN FOR CLARITY ALTERNATIVE SECTION X1-X1 W/ n' AND END MUwON I* t:E womw© WR" Grp) (Om a WE"m mNnsu wNun mvR2s ;PAY OMM By :OI AE 1b FOR C5TAHAM CARS L IF a 0 011 SM 75 Wvao E00. wNm PA= AYO SPAN WNW" Hamm Off I - REROENTII NO COWL RCW. APRX nvw; 6'ON 360l pal. WDMUY AM OSSON mssatE.MWA 12'-D' WIUUm mmullm SWSWL. SEE Stl+lAt 11 a 12 TOR Am"No L SPECS. MIALM DU Y - RESMTW. NL COMIEWX MR0101 O/ 26OB pal. LA MAI ASA OWN pmwr WTMC, 8'-e WS:WfI NAO«Y '3F:LIC. sEE 500pdE5 11 a li riR bzncau �. 15PU QI O3 0 - COLLUEISRI ApNXAi;ON FCR a10O.0 pal. UUBORI ASD. L'EWN PPI4URE RRO w a•-e NVON.L MAmfl F9ALNO. SEE sommm I1 A /1 FOR ADZIgXIL ALTERNATIVE SECTION X1-X1 W/ 0 4"XB" INTERIOR AND END MULLION W1 ORIENTATION # 1 a SCHEDULE /1 MTNA m T� ER MNlWR YFtt A 2CE (iTP. t6P a 60TTW) ON. WWOR MSlA41C WP CASES �.a,0. WNONENT AMOR k 3/6•. NLN R510ER Nd'.'Nonl NKINIR FOR rt I N SR. O® (111 ebb N xultus 2 1/2' a 1/r / ONO E t/r1 Na0 We mni-N SCRFyY a 1/2.1 P0XE4 FAt2 m WTipANCRGG ECP �B IfND a 9.YEPgR) YNL011 r 6• w/ C6[NC In•. 19Li1 N6 Nf1A RRI T1.OM'/ iGl o a WIEECR •R 12) a ® (EN� N/ 2 I/r S 1/r ATXa/ii 4 P IpY NR11 WC NUS-N tl a 1 • PotlN fASTLNER - 60C ROATA FOR 6 a IS. Wt W'FPoOR YDON)'•/ ORIENTAOON2 t W /2. �• 6• 11 Nan Vic N'NK OCLT IS c a x Ku Mm R'S .NON /2) @(3R (ONM/ [ �I 6 6• 1/2.0 NIUI WC "-N 6CRW OR 112N AtWW FAEIENW E- MY ANCHOR S2 • NOTE ON OR WIEWCA WWO»6Ua� 20.tlhrtAbS tl/ 0, WM'i SCHEDULE j2 N S ""CA mCAMW Smemm, HYPE a nII ("P. TOP a 6pm o YIM' NiOIaR NO` m¢ VTEa R(O'0.� CHgStNICE101 ANOR 1 L • LL a• SCRCc a .1/6'. Wbl FATIOhA SMILE �,T 2 1!2• 7 11r A�00.N 02011 tlwE pG "m' ' Nautilus 1TpIN�Satl2tnSyMem ro/xln UTTER SERVICES INC. GROW LW . aup2xE sTa¢T- 17-244 St, wcc, ti 24Ee. w.nu, w: 2 m�csa awwc � ER6n 1GAM}6 U NCREIE If', - 3 ?Gm THICK RE[ LGn. E.C. YN ©OR G1 �ry 0/8Xor ffi R/8 or _ R /8 E.D mP.w/wIl" I 11/2- 0/6' COni: k BOTTOM) Wj ]/�'mn3Jv IN1 BUR IL W/ 2 1/4' W/ I` O.D.a0.060` 24' o.c. W6 m C 21' Aa. END CAP s1 EDGE IF APPUCASUE� 4 EDGE IF APPLICABLE 't 3/4- Mn. E.D. -�---- - a 3J4' tan. E.O. 2• 2 2' , i` POURED CONCRETE (f, 3 kei kin.) POURED CONCRETE € S" Min. THICK REO'0. k. DIIETdOR (ft 3 kai Min.) ! CD(RTED11 8" Min. THICK REO'D. 9 I �---_•_ z UG OR G � 4. �G OR 61 I 111/8or ] 311" Min. E 57- ? Li- ( v 4'Wal-76 R/8 Or !'aa"n3/E- (BG61-T6 At10a} (606a-T6 AUOY) t R]/8 �F APPU . "/ �W—1 W EA 9DE EDGE IF APPUG9LE>� 4bnn..04LE N. SIDE, EDGE IF MPUC48LE 0 ALS L INSTALLEEDD SHOWN,TRAPPED MMOUNTED SECTION X2-X2 W n OR L�ij)* ALTERNATIVE SECTION X2-X2 W/ (GOR GCS* t I PER SECTION W-R• ON SHEET &5 ,(END &INTERIOR MULLION) (END & INTERIOR MULLION) ( ! (W/ ORIERTATION A� -I' 1 1/2^zl 1/2"xO.062"aCONT. ALUM, / (154W or 8"% ANGLE W/ 1/4-0.3/4` ITV! BWLD€X TEK SCREWS 0 24' mc. TO TUBE. �11/2'1 • SIDE RAIL NOT SHOWN POR CLARITY 0 ARGUE f APPWGSLE WALL. (EYP, 'TOP & BDTTOM). WALL MOUNTING: MULLIONS nOR((i POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION VAE: 1/6' - 1' No. j * * +`•• W : ...... NAIL GMT] P [Ctl d au i us RW2NWg SAvHerTyTEem LA . TIL mura[9] O n [vane[9aP covrwr m .x� wnRA4 W8719P namu ue�.nai grym/n do EXPERT SHUTTER SERVICES INC. "in x�� v5ta..vMWK9I_(. iL. 3r198ma -CLY) I�7-�244 µ NE 9xva ].wa P:E. StKihlOrf—d�E_ i 1/2 Al, E.D MIN. E.D. 3— 5' 1 1/ 3 1/2- r-- caNBxrcxvs POUREG— UR �/SO, LTWYCRDE (rc' 3 w Mn) ( 6 Mn. iNCKNEM z REO'D, aq N a �N Q/8 or o R/8 or w R'/8 n n Irl G� sImg � a um. E D r T 1/2. [p[ MIN, LID 1/4'ax3/4" 11W IWI OU TEX SCRM 40/B" Coni. w/ v O.D ad010- CHvxRm STEEL & 80TTOu) W( wAS1LT,ft 0 24, os. EDGE IF APPUCi9LE,y — 1/2" Min. ED. `-END CAP -©OR Gi DBDIIOR Uld or R/8 or R'/8 TEX POUREDCON (Vc - 3 ks) 6' Min. THICI REO'D. a' u I l(DOR DQ 1/2- Mn. E.D. 2. . 4"aPxt/A' Alum.LMI.-T8 ALLOT) E1XiE iF MPIICABLE ANGLE EA. SIDE: ALTERNATIVESECTION X2-X2 Wl CG7 OR + (IU7 IR OR M. LL(J ION) (4"x8" or 4"x8") PER SECTION R'-R' 8.) ).062"aCQNT. ALUA1.. "093/4" ITW OULOEX 24' P.c. TO TUBE. 7 1'2- C"IN.SCUS POURED ! 4'x4"xi/4'xO'-6'(f081 76 ALLOY) Alum. ANGLE MIN, E.D. L1:N^RETE IT' >rt�Ek SIDE W( (2) 1/2.0 THRU BgLf5 TO MULLION - `EMTIT 6' Nn. TH h (2) 1/2.0 WON BOLT U WANSION ANCHOR \ REDO, W/ 3 1/4" Min, EMBEDMENT TO POURED CONCRETE WALL.. (1YP. TOP k. UOTTOM). EDGE IF APPUCABLE WALL MOUNTING: MULLIONS (G�OR M POURED CONCRETE WALL SECTION W-2 OEND & INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPLICABLE 7 1/2" Min ED T POURED. CONCRETE (rc a 3 ks Min.) 6" Min. THICKNESS REO'D. 7 1/2' Mtn. ED. { 1 A-a4"xl(A' (6061-74 ALLOY) T Lm LE EA SIDE, EDC6 IT APHN:A6LE ALTERNATIVE SECTION X2-X2 Wl (G'�+ (END & INTERIOR. MULLIONS) SW/ ORIENTATION 8 I) (8"O4 OSEE LAAXIMUMQ(INTERIOR) & (END & INTERIOR) WALL MOUNTED IAULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES C It II' ON SHEET 26 (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): wsmimoN CASE Y - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH .60.8 p.s.f. MAXIMUM. A.S.D. DESIGN PRESSURE. RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE VY/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE R' - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A,S:D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W1 HILTI INC KWIK BOLT TZ ANCHORS. RAIL@O NOT SHOWN FOR CLARITY 441$7 x o=17 %3IX0 NC RORfng SAMffar3jabm TE/24/n EXPERT SHUTTER SERVICES INC. lue AN, Bmxmw mRUET 17-244 PON 5t. MKS. fl. MIN wINION.y� ewx, sm) MG-ome . iu: rnln1-o1n Parillm. n—g 4(n G0. ' Miq (oR E.Or�OR (11 1J#b KNIK BOLT jj'pPAMSION (ORE4 EwD MU WON F,y IDNT4noNS #i & Q2). FOR AN(23 3/4'0 OW T; ®.W$'ON D' MIn, VD,Mtn. £0. CN S.0 14TMOR MULLION �,..,I7 i (OfHENTRTION 12). P� 1 SS iF me a SLAB 1 POURED CONCRETE u _ 1 Nxi �MB' Mtn. TntCK Re REDb. x �_ I i G n � a EXISiWp� w GL0.45 p � 1 _ 002 jr ® E)(IEftIOR r n Y 6 I Owl 1Eo coNCRETE Min.) 6n. TMICICK.REO'D, CDOE O% SLID L aa ° Ell i i EDGE OF SLAB Ir IP$16DLE °� fPPUVREE ^ �PoR (2) 3/4'4 KOK BOLT TZ E PANDON ' Mif.. E0. Min E.D. ANENORS R INTERUR MUULION {OWEN 1d 4 g23. uirv. E.0. 9' b"in, E.D.—.- OR (t] 3/4"a KWM 80N EXPANSION AN, O CND MULLION (OR:NTAOoN5 FLOOR TO CEILING /TRAPPED MOUNTING: MUWON G2 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION " SONF. t/a- - 1' (Typ. TOP k 1 SECTION X3-X3 W! Gi {N MULLION (7nx4') RA0.+U) AND ( 0204 TlT[CD unG. • (4061-16 Alt" SIDE W/od2) 3/4'e MUM& e DOLT T2 PFNSiON M:P. EMBEDMENT TO TE (T,. TOP k 17-244 d4fun K. xNM Ix f156 Min. £.D, EO:E OF S1AB'S (SEE SCHEDULE IF��FUfABIf�; P urn. E.0, 'SCHEDULE' 0'/8 Im cONCRErE • ] w1 Mir.), scNeaULE f1. 2SFi 6CHE6VU f0 ALTERNATIVE SECTION X3-X3 W1(54 « {wI ORIFNTaTIeN I (2°x, INTERIOR MULLION ONLY) • SIDE RAIL L AND BOX NOT SHOWN FOR CLARITY. im CkK�ETC s 3 Erci AW �,. SCNFODLE ft. IEOCE OC SUD i iR MFUC�9lE M:n. ED. Yla E.D. SCaEDULE fi (SEE SCHEDULE f1)- FLOOR TO CEILING ITRAPPED .MOUNTING: MULLIONS G3 SECTION W-3 u Vs- - r )SEE MAXIMUM ® (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE lb* FOR INSTALLATION CASES 1, Ta h i1 ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): IWALIATION CASE 1 - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.6 p.s.t. MAXIMUM A.S D. DESIGN PRESSURE RATING. 12'-0" MAXIMUM MULLION SPACING, SEE SCHEDULE k1 FOR ADDITONAL SPECS. INSlAUA'BONCASE !a - RESIDENTIAL AND COMMERCIAL APPLICATION W/ t60.8 p.s.f. MAXIMUM A.S.D.: DESIGN PRESSURE RATING, 8'-D" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSFMIATICN C'SE IT - COMMERCIAL APPLICATION FOR 3100.0 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0` MAXIMUM MULLION SPACING. SEE SCHEDULE /1 INSTALLATION THICKNESS SLAB ANCHOR TYPE tr SIZE Mitt. ANCHOR DISTANCE FOR CASES RO'D (1TP. TOP k BOTiOY) EMBEOMEM ANCHOR (B'p HILTI INC HUE-" 1 +. CREW.POWER FASTENER 2 1/2- 5 i/r WEDGE- BOLT ANCHOR fa ( INC KWIK 1/LT 2 1/Y 5 1/2' RITI SO 11 6" 1/2-0T1 INC KWIK 7 1/4" 7 1/2• TZ EIKiE iF APPUCAfML 2'iiMUtUON DEPW1/8' Con4 &WJ N8E (TDP & BOTTOM) W/ 5/18O TAPCONS XL W/-2 1/4- y T/gam )MIn. EMBEDMENT -0'24- ox. 7 3/ M'n. E.D nw. D ED. i-- T T/x• � ! COMNUWS PARED ,a ip• } T` CONCRETE. {!'e . 3 kW Un.) 8" Min. TK REWO, ♦ a V 1 1 • FND CAP �R Ex OU a� F T 0. INN, E.D r Commu .Is PCtRTED, CONCRETE V. - 3 11r Mn) tl" ltin. THdS wo'D. X4 .�._,.._�—.. (TR. I;'PjtlOiSgQ j i i/x- MIN. E.G.eD MEW APPLICABLE :D)(WALL MOUNIE0 SHOWN, MAY BE `JAL-O INSTALLED TRAPPED MOU14TED PER SECTION 0'-9' ON SHEET IL) Daum TER 1/2 m WRLL (M TOP A WALLMOUNTING:MULLION iFi?. POURED CONCRETE WALL SECTION WA R WALL MOUNTED MULLION INS' F4£, i/W - P '1CONP. ALUM. W ITW SUILDEX o.c. TO TUBE Num. MOLE TO MULUoN �ON AN'CMOR CONCRETE EDGE IF APPLICABLE i T 3/4. n� E.D. l� POURED CONCRETE (t'c = 3 W Mini —� 8' MI, THICK. REWD. x 3/Y UK E.O. w" ikE1J/Q" (606t..TQ , L n, iNDIE f'Iw EIDE EDGE 1F APPUCI SECTION X444 W/ a? w NO & INTERIOR MULLION) ,(WI ,ORIENTATiON 1, I) (4VX7*) • SIDE RAIL OD NOT SHOWN FOR CLARITY T,1 KK O4Ab.F ,Mt1 13 e,. 4 EDGE IF 3 C"INGIDUS POURED CONCRETE (f4 a 3 4T IBn) g 8" Min. THINNESS gr RC('D. r� � EMBNC cuss 4� a 2 7777 M ED & BOTTOM) W/ XL W/ 2 1/4" 0 24• .... CAP ON SHEET: F)mR EDGE IF WPtN,ABIE-I BMLDD(I& SCREWS w Okomzo STEEL. J 4s. 4 3/B' bin, SO, CONTIN'UO14 POURED" CONCRETE (CC R 3IM VA)'-------._ 'W Mm THICRdESS FM 1� 1 1/2`.1 1/2".0.062"itCONIL ALUM. 'ANGLE 'W/ 114bx3/4' ffW SUILDEX TER SCREWS 0 24' mc, TO TUBE. Ia13 t(Y \ � Im. l®/wncp r 4 JJB' rm `�-(2) 3/6'P INOX SOLT T2 EXPANSION ANCHOR MIN; E.O+,, W/ 2' Min, WSEDMEN} TO POURED CONCRETE YIALL. (TYR. TOP & mmv)_ EDGE IF APPOCNkE• CONBumus MA M f^^ CONCRETE (fe *3 b Mn) B" Mm. THDRim IEG'D, WALL MOUNTING: MULLION �3 POURED CONCRETE WALL SECTION W4' 0 INTERIOR WALL MOUNTED MULLION INSTALLATION BLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTAI SC o Vn' - 1• 4 37B• WI . SO, \\7 W a EDGE IF APPUMLE� SECTION X4-X4 W/ rGt ; jW/ CRIFHTATION 0 2) (2"x7l 0SEE MAXIMUM Q (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2c' FOR INSTALLATION CASES V & IT' ON SHEET 25 (LIMITED LOAD, MULLION SPACNO AND SPAN INSTALLATION): RNSTMImm CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p,s.f. MAXIMUM A,S.D: DESIGN PRESSURE RATING,. 12'-0" MAXIMUM, MULLION SPACING. VALID FOR CONNECTION TO CONCRETE. W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-SOLT ANCHORS. IWIX A40N CASE V - COMMERCIAL :APPLICATION FOR * 100.0 P.s.f. MAXIMUM A,S:O: DESIGN PRESSURE RATING, W-O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIN BOLT TZ ANCHORS, III. T SIpE RAIL Q N07 SHOWN FOR CLARITY F FLORIDA BUILDING CODE , 4416T T, uw R LG CAM/u Cwc 17-244 M. w Iai. W.. STEP 1: OBTAIN JOB SITES ASO. DESIGN PRESSURE RATING (PSI.) FOR THE OPENINGAND DESIRED SLAT SPAN "C(f*TO PROTECT IT (SEE GENERAL NOTE022, SHEET 1). STEP 2•. ENTERTOCHARTS (la, lb & lb-) THRU 10 ON SHEET IO TO DETERMINE. BASED ONAN I2" SLAT SUP (in), ANCHOR TYPE ATSIOE RAILS; A.S.D. DESIGN PRESSURE RATING (P:a.(); THE REQUIRED MAX SLAT SPAN Vft. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER AO. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED. L. : THIS IS THE MAXIMUMALLOWASLE SLATSPAN FOR WHICH A GIVEN Irr SLAT SLIP MAY BE USED. FOR A GIVEN AS.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART to: PROVIDES SEPARATION - TO GLASS FOR PRODUCTS NO OR W/STORM BARS (SEE STEP 4). STEP 3 OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCHOR SPACING REQUIREMENTS FOR ST P4 IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS&MULLIONS, THE FOLLOVANG MANDATORYADDITIONAL PROCEDURESARE APPLICABLE PROCEDURE 4a: IF STORM BARS ARE USED 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM OARS ARE USED SHALL BE BASED ON CHART In, ON SHEET IS. IT SHALL BE MEASURED FROM BACK OF SLATS TOGLASS. 2. ENTER TABLE 1 ON SHM22 WIA.S.O DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR SON SHEET23, WITH ASM. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINEAPPLICABLE OPTIONS FOR STORM BAR CONNE07ION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D OR REMOVABLE (ANCHORS B & C) INSTALLATIONS A A CHOICE OF 2OR4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT NO STORM BARS 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WO STORM BARS SHALL BE BASED ON CHART IC ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2 SPPACNG0".IT.V R SCHEDULES laOR 7T AND DETEU 2c ON RMINE MA%MUM)MA}(LU NSP (fiEIGFIS.D. DESIGN LOAD; nW ALI.OWABLEIMUM N INTERPOLATION IN BETWEEN SPACING8 FORAGNEN (.G}.v,a�,&I ),MULUDNTYPE& MULLION ORIENTATION, 3. SEE SHEETS 10. 1DA, II. IIA, 12, 12A, 13 & 13A FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (T�PVE0 OR%6LL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE( P fl ), PROCEDURE 4c IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONSARE USED SHALL BE BASED ON CHART to, ON SHEET I&, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS, 2. ENTER TABLE ION SHEET 22 NAS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET23. WITH ASO. DESIGN PRESSURE RATINGAND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM TO CONCRETE TOP & BOTTOM. OPIONS PROVIDEA k SPECS ATAN MS O TYPE LEGEND CONNECTION CROR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS AS D R REMOVABLE (ANCHORS9 fl C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS .PER CONNECTION DEPENDING ON LOAD AND STORM SAR SPACING. 4. ENTER SCHEDULES 10 THRU24 ON SHEETS24.26& 20NASO. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX.. 17, V OR 7'). AND DETERMINE MAXIMUM MULUO SPAN MUEIGHT) Wl LLION TYPE& ALLMULLOWABLE INTERPOLATION ORIENTATION. IN BETWEEN SPACINGS FOR AGNEN (J,F1 fl ), 5. SEE SHEETS 10, IK 11, IIA, /21�(2�AR. A1�3& 13A FOR MULLION CONNECTION DETAILS ATTOP &. FORA GIVEN MULLIONO CEILING j,RAj'�P 8D),QR WALL MOUNTINGS OF MULLIONS INTO CONCRETE • PROCEDURE PER STEPS I THRU S IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES: SEE SHEETS 20'& 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. kkT11 SLAT PERFORMANCE. CHARTS Ia. Ib, Ib' & TC: (ONLY VALID FOR 1@" SLIP) FOR A GIVEN A$.O. DESIGN PRESSURE RATING (P9.Q, PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPEAND FOR INSTALLATIONS WI OR W/O CHART I8. CHART lb CHART lb' CHART IC USE iNE Asa LAID T USE ILAtmnv � LAND vnlre WO KWIK BOLT 3 ANCHOR POURED CONCRETE 5116"0TpyPCON:XL ANCHOR 5/76°0 TAPOON XL ANCHOR ro arom Ia4To cOL rAINw>E HOac ro tvvmD <O4p" MAIL ADESIS.DD. MAX SLAT SPAN 'U"' (TIC SLAT SF 'LWN.' (FT) MAX. SLAT SPAN "L", (FT) REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) RESSM RATING (P91) RYL WUN1 1A: N016k IRIFRQ MOON 9S MaDi 0,10-4IR A 9H I4N k trnlb•OOE. w/Q fiS NT®.k IA99I' MYfDrt I1QHl NOIt9 k aAD"M w/® 6II MNd► - WNL WJLNI 9�Xtlt6k• 0110" VOLNT bpI WRR• amGM 7L. k€€�l w♦ lD-OIQ IgIM( wi() 6666M-/@ W 0 smm 1-3 8NS ff 4 W am ZON 1-3 SAPS 64W ZONE 4 30A 2V-0' ls'-4' 20'-0' 20'-0' 20'-0` 1s'-4' ?Q -0' 18'-0' 20'-0' 13'-4' 14'-0' lb' w 1' 14 1/2* 6' 1 7 35.0 201-0' 15'-3" 2W-O' NT-0" 20'-0` 151-0' 19'-0' _ 16'-T 20'-0' 15'-0' 161-0' 14,-0. 1' 6' 7' 40.0 2W-W 15t-2' 19-7' t6'-9' 20'-0' 14'-5' tT-P 14-IO' IN-ti' 7- 14'-10' 12'-9' !' ' A' 7' 46A 20'-0' 15'-0` f6'-0' l8'.-}• 10'-0" 14'-2` 16'-0' IJ'-9' i]'-4' 1+'-2' t]'-9' 12'-0' r - 9' 7' 50A 20'-0` 14'-10' TV-9' 14'-r 19'-1' 13'-1' N'-10' 12'-10' lV-2- U'-t' l2'-9- tY-0' P' 6' 7- 550 20-0' 14'-6' 15'-B' IX-4" 12'-1' 15'-0' 12'-4' 12'-0' 10'-8' 1" ' 6"7'60A 19'�s' 13'-9' tA'-9' t2'-71 i6'-9' 11'-8" IT-2" il'-S 14'-2' H'-9' tl'-4' f0'-0" 1' ' 8'7" NT-4' 12'-11' 13'-tY 11'-11' 10'-I1' 13'-4"- 11'-0' 10--10' 9'-1.1' R141/2"" 6'7' 70.0 17"-4' 12'-1' 13'-3' ll'-4' 15'-0' 10'-6' FY-10' 10'-P 12'-9" 10'-6' 10'-4' A''1' l0A 16'-V 11'-7' 12'-7' t0'-10' 14'-S 10'-V 1V-.P 9'-lY 12'-0" IW-0' 9'-IW 0'-10' 1' ' 8' T 80.0 15'-9' IP-0` IY-0' 10'-S IX-7` 9'5' 10'10" 9'-T 11'-7' V-5' A'-3' 9'-8' I'0'1. 65D 90.0 15'-W t4'-2' 10'-8' 10'-1' w-T IY-2' IW-W M-6' 13'-0' 12'-6' 8'-]' 8'-10'_ 10'-5' t -1' A-3- B'-il' 11'-2' /0'-9' 9'-0"''8—' 8'-10 8'-10 B'-0' 1' ' E' T 96A' 1J'-5' 9'-9' - 10-9' 9'-4' m 12`-O'm BN-3' 9'-1' 0'-0' 10'-4' 0'-5' W-6" - 1.-9" I' 12 1/2' 6' P IOMO 127-9' '9'-4' 10'- ' 9'-i' tI -W W-4' W-5' 6'-f 10'-0" '8 -+ 81-3' 7'-0. 1' 12' 6' 7' IOS.Q 12'-2' '9'-0' 10'-1". 8'-9' 11'-3' A'-0' A'-2' '8'-2' 9'-8' 6'-0" 8'-0' T-F I' I1 1 22' 6' 7- 110A I15A 1V-7' 11'-1' 8'-8' 8'-5' 6'-9' A'-8' B'-8' 0'-4^ 10'=11' tO T-10'. 7-8' 0'-10" B _ 7'-Il' T-8' 9'-3' 9�0 7-10- 7-8 )'-9" T-B' T-2' Y-0' 1' 1. 11 1/2' it 1/2' 8' 6' ..mm - T 1 SO 10'-B` -Y 9-3 B+-Z' TO-Y T-5 8-s Rd'. 8'-11 7'-5 T-S' 6'-10 P it' 6'. 7' 12" 130AT-9" 10'-2' 7`-9' 9'-0' )'-41' IQ'-0' 9-9 T-V ]'-O' A'-2- .8'-0' 7-4" )'-2" D'-6' 8'-5' 7'-2' 7'-0' 7'-3' 7-2' 8'-8' B-e 1' 1. it' 1073' 6' I'm 1310 1{OA __ 9'-i' -8'-U' a -4' 7'-T T-5' 9 -6• 9'-t• 0'-10' Y-10' T-B' ]'-t' 6'-it' 8'-2:' 8'-0" 8'-t0' T-0' ._ 6'-1D' 6S' 6'-4" Y _ 1' 10 }/2' �Ia 1/2' 6' 6"- T T i4m) 9'-10' 8'-2'- 7 -3' e'-10' - T-b' 7'-10" - - - I. 90' 6' 7` 160.0 0'-e' a -0' T-2` 8'-6' 7 -4' 7 -9' 1' Ia, 8• T' lima0'-3" ............_... 190A -..........-...__......_.: 0'-0' _...._. T-10• ._..�._. T-0" 7'-0' _..._....µ 8'-10' 8'-3' ...-__.-..._�_.- 6'-0' 9'-2' _.��...—� T-7` _—.._ _�.�r -......_. -._..� P .............._. 10" ...._._.._... 10' e" ...._..... B' 1' T k NOTES. 1, ABOVE INDICATED MAX. SLAT SPINS MAY BE USED AS LONG `'AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 16 INDICATE TNAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2, REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 318-0 KWIK BOLT 3 ANCHOR OR 5[16'k TAPCON M. ANCHOR, INTO POURED CONCRETE OR GROUT FILLLE�D CELL. CONCRETE BLOCK, OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED, AND SUILO-OUT MOUNTED. J. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES r�1�r MAX. ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE W1318"0 KWIK BOLT 3.ANCHORS TO POURED CONCRETE WALLA.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT A SLAT SPAN RANGE PPAIM REMM0'--4' 1 > 4'-5 T > 5'-6`t > 6'-7' t > 7'-9' t > 9'-t2'1 > W-16' t > W-20' t >31-w 9' 9" 9" 8" >41-60 9- 9^ 8'- 9" 9" S. 7' >ea¢0 9' 8` 5 5/8' 5 S/8' ae1-10e 9" 6 1/2" 8 5/a. w06-tto 9"- _ 9" 9'- - - >121-140 9" 9" 9" 0- 7- S. - >141-iw 9' 9* 7" 7' I- TRAPPED MOUNT 0ematl • SLAT SPAN RANGE PPAIM69mmD'-.' t > 4'-S' t > e•-8' t > 6'-r t > r-D' t > 9'-12' t > 12'-16' t > 16'-20' t x no 9" 9` 9' 8' 9s 9` S. >31-0 9' 9` 9" 9' 9' 9" S. Ni-80 8' 9" 9" 9' 9` 7 1/2" - >106-120 v 9" 9" 8 1/2- 8" - - >121-1w 9• 8' 9. 7' BUILD,OUT MOUNT SLAT '~SPMY� t PLm MAX. SLAT .SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL MECEEDONSLA PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE > 16•-20' t PATW E E E E E E OE- E E- E E ¢ 30.0 9" 9' 9" 9' 9' 9" v 9" 9" 9' 9• 9^ 9' 9" 9' 9" 9" 9" 9` 9' 7 3 4 7 7" 5 5/6 Nt-w 9' 9" S. 9" 9' 9' ®" -� 8" 9' � - 9' 9' 9" 9 • 9' 9" 8• 9• S. 7' 7- 6' 5 5/B_ 5 5/B^ 5 5/8 >•t-w 9' 9'- 9- 9" 9" 9`_ 9"-- 9"� 9- 9- 9'� 9- 9" 9' 9- 7 1/2' 7 1/2 V 5'S/8 5 5/e 5 5/8 5 S/8" 5 5/0" 9" 9` 9" 9• 9' 9" 9" 9' 9" S. 9. 9" 9' 9" 7" 5 S 0 5 5 B 5 S/B- W-105 9. 9• 9" 9. 9" 9• 9^ 9' 9" e' 8' 6 1/2. 8 3/4' 6 3/1' 5 5/8 5 S/B 5 5/8 5 5 8 ..., >12f-tw _._ ._ __.. _. ._...._._ ...__..........._......._ .......................... 8" ........ . .8'.... 6 1/2. _.A 6' ... . ............... 5 5/8. 6' 5 5/8' 5 5/8' 5 5/8- 5 5/8' 5.5- - - - - - - - - - >141-te0 3' '9" 9" B' 8' 6' 7" 7` S 5 8 6 3 4' 6 d ! 5 S%e S 5 0" 6 b7 ... - q8y, SLAT SPAN RANGE ova BOIaOtR 1 > S'-8' 1 > 6'-7' i > T-9' 1 > 9'-12' T > tYa6' Y > ib'-20t 4 M.0 S. 6' B B' fl 8 7 1/2 5 1/2 fl" =T_3 4" S' 7' 4 t 2' 3 3 4> _ 6 1 2" 5' 3 3 ♦' >I04-120 a. 6" S. 5 Y 2` a 1/2' 3 3/4" - - >Iz+-tao a. 7 1/2' 6' 4 1/2' 4" 3 3 4' TRAPPED MOUNT SLAT SPAN RANGE area nwx4(w0 0'-4 1 > 4'-5' 7 > 6'-8" t > 8'-T t > T-8' 1 > 9'-12' 1 > 121-18' t > i6'-20' Y s MA 6' 6" 6" 6' 6" 6. 6" 5 1/2- 6' 4" 4 1/2- q' Tai-40 6' 6" 6' 6" 6" 5 i 2' 8" fi" 6' 6' 4` >6t-t06 6` 6' 6' 6- 4 3/4' 3 3/4" 3 3/4" _5� S' 4' 3 3 4' - _ 21-ND 6" 6" 5 3/4. 4" 3 3/4' 3 3/4" 1141-160 S. S' S. 3 3 4' 3 3/4* BUILD�OUT MOUNT SLAT �SPAN� C t MAX.MASLAT SPAN FOR A OMEN A.S.D. DESIGN LOAD SHALL NEIMR EXCEED MAIL SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE q 0'-4' 1 > 4'-5' T> 5'-8' T > 6'-7' 1 > 7'-8' Y > 9'-1Y T > 12'-t8' Y > 16'-20' T mw =( E E E E E E E E E E E MA 6" 8' 8' 6' 6" 6' 8' 6' 6" 6' 6' 6' 6' 6" 6" 6" 6' 5 1/2' 5 1/2" 4 I/2' 4' 4' 3 3 4' ....._.__. 6' 6' _ ......._._.......�_..... __........___...._.._.__._ 6 ......................_..........._ 6' ......__. 6" -- 6' B A' 3 3/4' 3 3 /4" >n-ao 6" 8" 8` 6' 6` 61 fi' 6' 6"6'6' 6' 4' 4" 3 3/4" 3 3/4' 3 3 4' 3 3/4'L_6' 8' 6" 5 1/2 5" 5"5"4" 3 3 f`>61-105 6"6" 6' 6" B" 8' '8' 8" 5 3/4 a F66 3 3/d 3 3 {' S 3/0.` 3 3/P 3 }Jf'. } 3/4'n06-190 6' _ .._.6`6'6'6' 5 1/2 _._...,_ 5 3/4 .._,._ 5 3/4 4 1/2 4 3 3 4 3 3/s 3 S/P 33/4' - -._.._.. d' 4 ]/4 4 3/{ 3 3/4 4 3 3/4 3 3/4- 3/A: >tq-t6o 6" 6` 5' 4 1 2 4 i 3 S/4 4' 4' 3 3 N M9iJ!21=PA011YH WALL MOUNT Ot A.& • PE RAM RANGE 1. SLAT SPAN RANGE 0'-A' T > 4'-S' f > 5'-6' T > 6'-T T > T-8' T > 9'-12' i > 12'-l8' T > 18'-RO' T s 00.0 0` 8" 8" 8" 8• S. 6" 4 1/2' iM-10 8` ..._ 8` 8` 6` a. 7' 4 1/2" '- >m-6a 5' @' 1/2 7' S 1/2' No0-120 5" 7 1/2' B. 4" - - - >121-140 e" _ 6` 5' 1141-10 YicET97947FBT5t.Y oL A PAMINO lIssm0'-4' w E q SLAT SPAN RANGE t > 4'-6' t > V-0 t > 6'-7' T > 7'-8' t > 6'-P2' T > 12'-16' T > 16'-20' t s X0 6' 6' 6' 6` 6° 6' B. - >3"o. fi° b' 6' 6' 6' 6' 4 1/2' >61-105 ._.5•. - 8' 6' 4 1/2" 4 1/2' _ >m4-17A ,6• _.: 8• 5 1/2" .„. .__._.. 4" 4 1/2` rtlt-t4D 8' S' 4 1/2• 3 J/4' - - - - rN1-t6o 6• 5' O _ _ BUILD -OUT MOUNT SLAT `-SPM7� t am, MAX SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15, SLAT SPAN RANGE DEWH FFASM V-4' T > 4'-5' T > 5'-6' 1 > 6'-7' T > 7'-S' 1 > 0'-12' T > 12'-16' T > W-20't BINS >.1. E E E E E E E 6' 6" 6' 8' 6• 6" 6` S. S. 0' S 1/2` 4' 4 1/2" 6` b` b' 8` 8' 8" 51/2' S" 4"- >�1-C4„8' S / 2' S 1/2' 6` 6` 6' v' B' 6` 5 1/2" �.4' . 4 T - - - - J 3 4' - - - - xt-m 6` 6' 6" 6' 6' S 1/2 5 1/2" 5 a 2' + 1 2 5' g' 4- 4' 3 3/4. >eI-t05 6' 6" 6' S. 6' 5 1/2' 5 1/2. @ 1/2' 4 1/2' 3" 3 4" 3 3 4 - nsl-t+o 6' 6" 5- S 1(2 5 1/2' 4 )' 4 1/2` 4 1/2" 3 3/4 -. _ -- — 1141-160 S. 5" 4" M FLOMM WILDING COD[ SCHEDULE VC: Vx FORCES (LblFT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSDVE AND NEGATIVE A.S.D. LOAD) MAXIMUM �SPAN� S AT *NOTE SLAT SPAN DEFINITION OR THE RESPONSIBLLITVOFTTINGST PERMIT HOLDERSE STRUCTURE IS RO+DEATO THATY NG STRUCTUREIS OWGN RT * DESIGNEDTOSUPPORTVAANPVy FOR IMPOUNDSPEA IRITH SEE HISSWFOOYDPSHUTTEN&VyVMUBOTRJAMS3. SEETHIS SNEET TORVA&VYVO.lt1E3 Vy SIDE RAIL Vy Cyry • �. ;'° •• ti £ FLORIDA: BUILDING CODE (Kw &9N VM4MlY M. Pane). >• : No.44167 � s exu INC Nautilus � �`.�� �`"i--4 � ReWvgJAeHetSY+lem EXPERT SHUTTER SERVICES INC,F ]17-2244 3.1fL N@ A.S.D, SLAT SPAN RANGE pR��RE 0'-4' > 4'-5' > 5'-6' > 6'—T > T-9' > 9'-12' > 12'-16' > 16'-20` RATNG (ps0 Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 10 75 165 90 238 105 42i 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1623 400 >41-60 10 120 290- 150 794 180 509 210 708 270 1266 360 1962 480 2553 _ 582 >61-50 10 160 618 200 757 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 _ 368 1372 473 2009 593 2492 638 — — >106-120 313 240 728. 300 881 360 1345 420 1587 540 2112 640 — — — — >121-740 >T41-160 552 781 280 320 960 1186 350 400 1003 1322 420 480 1612 1$73 490 560 1869 1740 630 2039 635 — — — — SLATPERFORMANCECHART 11DI $ IEs1:(ONLY VALID FOR I2'SUPI SLAT PERFORMANCE CHART MITI & [lei:(ONLYVAUDFORIF4'SLIP). FIXIAONEN VAXENBNA6D.OERIGNPRE63URE PATBIGIAeOANDSNVOERMOUMCONDONhN FOR fpiAFilVfn WRNdUMAE9.GE&IGN PxEeSUREIUTINO (p.60ANOBMYTTERMWMCONDINON iq1 ItR$iALUiI(d18W03TGPN BAl19 PEROEJAR]BE1GW wBIAlUl10Na YFR1afOPFIBM6PER0ETAL]BELOW CHART Ibi USE CHART ICI CHART IIbI un W/ CHART QCI 6s MLnEA vEM RR1®1 PmM Ao mac A6a IRN In't,`IA" 6v^. iBL RIw41 MW[atall P6veLT MID IROFR ABA IA1R IOtD YN 5018•QTAPCON)ILANCHOR M-N. SAT SPAN 'm'' tD) SN8'O TAPCONICLPCHOR MIN, 9UT SPAN 'LNRL• tW KE /1W1REa pDW {wR LLOL SLAT SPAN •LLvx• (W RmiRtO NRL G'YJNWIIN m... umm m BNx EP WA pa wtY.tl. Ai6 RY� RIBILA ED MAX SLAT SPAN •LWx• (R7 MAINEED NW MFAAN1uN m 1611GD m B'C(a SA fR1 ME VIEWNFaovrt wma N6P•art YOiQ n/ 'EP wma PRA-aul 1w§R Y/ 'YM3hl a 0 W O SfOPo/.&RS MAPS IMi iMA WIM IotoA eMprt � W, xmOa IRaD-Wf¢ tYfiQ n/ �TwIVA s n 0 SIXW BV6 IMID ZONE FT'0 30t8 N Mw4z¢rA: mA • t0-0 10-0 w-¢ a-i' 1' e 1 ]OA • 8N' a-) 6'-]' J'-T 1' 8.1 d no » l0'-0' t0'-0' 10'-0' ]'-P' I' ! 1 ]' ]SO » )'-Y Y-V" T-9' >'-3' S' 6 1 A « 11T-0c f0'-0' 10'-¢` ]'-5' Y 8 1 R' 40.O.w T-Y' ]'-r ®T'-]' r-0 1` 8.1 8` 1S0 •» 1m 4SU.^ )'-1' J'-4` Y-Y 8'-w l' 8 t R' mo »• IP-0' ID'-0' 10'-0• T-0' t• 8 i E0.0 ^ J'-]' Y'-]" Y'-]" a'-6' I' 8 Y 8' W8'-9` 4' B t 2'w W.U'^ ]'-0' ]'-r T-]` 6G0 w IW-0' 1 - t0'-' ¢'-4' 8 1 2' A'-r 7'-3• T-0 V-2 I8 1' . —-"---elAPPERPORMANCE CHAR7 IDI: (ONLY VALID FOR 71B' SLIP( FORAflNEN NAtaMUNA.eA.0E810NPRE68UREMlnq (p,AhAN08NVT1ERMtlNMCONpRIONFOR INB}M1lUTIW18 WL 9TGNA WRa PER GETgIL]BELOW CHART IIIbl =may MCI CHART !B YIWY'IME 611®10.9RE AO 1606C A9A i0tl I!S LLIWA PORIFA AS-0. ImC bLR. WNEPI TAPCON XL ANCHOR M. MAT 6PAN 'LYFX• WAIL SAT SPAN fWN3D YSWARM TO .. 140116104 umr® TO Omt or.9w MJ 6 6 III STORM RARE RWp 201R8 EMISSIVE (pR! xNea A 4 1-] 4 3oA •. r-a- Y__ e__c. r-e. 6'_>' yAw Y-1' Y-1' �Y r 8'-r P B i ' 40.¢ « a'-n• V-9` s•-9 a-r a. 0 1 - 450^ 84' 8-8' 8'-0' 6'- ` Vv W-9' W-r no— 6'-r W-]' W-r Y-T' I. a 4 ` 6 a «4 6'-1' w 6'-1` 8`W' S'-5` ]' 4, ' SLAT PERFORMANCE CHART IV: (LESS THAN IN' SLIP) fOAAGNENARD OESIGN Ldw(p.AA ENUT]Efl fAWMCONMLMR110.1NDIN0 ANGHp1ittPEAN0 E0R MatAlAfiONB VA98TOAMBPABPERDETAI]BEIOYI VICOTAPCONKLANOHOR LNC WMYI81 VNlE EEME]N P06IIM WAR61 MN.NEGIM A9A. IOID ASG. lD1D WEIR T= OFSIMN SPAZ .Uw. SP.W *LAoX..LOAD rs o Rn R4 .!"ww" W/o STORM RARE 1.pyagRn}/a¢ al( Wig 'AHA IME 6 A fa 4 wa • a'-e• EPS a'-¢• S'-!0 a•-R' f 9' ALL. a-Y y �• • WILD FVt C=44R-WiN (F-O46) SOURkTPN ROTE #2 (6 G!Z) I.y gnm pw4m-91H (o-o-%) Rr--I » WILD FOR m1aA5-FlRN'wM (C-a4b) I� Sou"m AM 02 (0-0m) MAT SPAN OEFINIBID ^ WRM fW SOIIRERdt ")•,• P INSTALLATION INTO WOOD FRAME STRUCTURES1 ' 44167 STUDS G EXII I) T YSZ WIRIY VEB[Nf/N i®9E[Ao �W98T ABG bOVIA IIIEMMI 1LEnAx 00004 Yek 51AT IAN Kam'' (WAPSE AS % EA SEASIDE 1l9Am m am ad WOOD GRADE ^IO i N 0 STORM 8V6 R.aM fiAY! Efuwsuf w 6 iM ) lalrts 110U L (wfl Pala 4'-V w>0 a'-W i-3 4 SOURIFRN FIRE 2 W.55 60. 0'-0' a' 5 1/3' OOUSAS-_RR-SDOTN (G•OAS) '60 4'-V 4'-S' SPRUCE PINE -FA -SRN 0 0]6 60 A-5' 41 5' 1 1� n AT. SPAN DEfTNIDON DETAIL 1 (ELEVATION) A NOTES: 1, ABOVE INDICATED MAX. SLAT .SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE PAT A'SPAC/NG IS AVAILABLEORTHE CORRESPONDING SLAT SPAN AND ASD. DESIGN LOAD, T: WOOD FRAME WALL TO BE. BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON BERM AND PROVSONS FROM CHAPTER. 23 OF THE ELORIDA BWtDING CODE. WHIMUM LENGTH OF WALL AT EITHER SIDEOF OPENING SHALL BE DD'. "' Nautilus HODRny]Ti9tlWFS)Mm TOM/fY UTTER SERVICES INC. m.. ULTUORE ME" 17-244 St. IL.'ru. 4�o.vm mN M 9�f "dl rc]a WALL MOUNT & BUILD -OUT MOUNT TO 2" A" WOOD STUD (SEE DETAIL I ON SHEET 20) WOOD GRADE �"'�+' SUIT SPNi RIm SOUTHERN PINE #82 (G=0.55) z 30.0 g° 40 ._".._ 6' 50 6" 60 6" OUG(AS-nR-SOUTH (G=0.46) s 30.0 6` 40 6" SPRUCEP%F)R-SCUM G-O36 0.0 s 3000 6" WALL MOUNT TO 2"A" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) W000 GRADE AM An > 4 bY''> SLATSPAN S to RANGE 6b T'>T b B''>I(b 10` SOUTHERN PINE #2 (G=0.55) 3 30.0 6" 6' 6" 6` 6' 40 P6' 6' S. 6' 6` 4.3/4' 50 6" BY 6' 4 3/4` 3 1/2' 60 6` 5 3/4" 6 1/4' S ] 4` 3° DOUGtAS-RR-SOUTH G•0.46)40 s 30.0 d"6"6'6`6" 6' -. ....... d• 5 1/4" 5 1/4" 4 14` PRUCE PWE-(1R-SOUM C= s 30.0 6' 6" 6' 6" 6` S 1/4' BUILD -OUT MOUNT TO2W WOOD STUD WITH. MINIMUM 112"PLYWOOD (SEE DETAIL ON SHEET 20) WOOD GRADE0-4 5- SLAT SPAN. RANGE >4.6 >r-o >>C4, >7-7MFMI • 6' MMM SOUTHERN PUE }'2 ..._ _ 6" 6'8 6 d 6 8 6' 6" 5 1/4' 3 I/4' (G=0S5). Mw 6" 6' 6" 6" 6'"''f/4` 5 14' 4' 6° 6"d^ •8" 5 3/4" 5 3/4 4'4` d'3' COUGLAS-FlR-SOUTH 6' 6` 6" 6• 6" 8' 6' 6` 6" 6"(G=0A6 6" 6" 6 6"6"5 1/2" 5 7 2" 5 1/2' 5 1 2" 4 1 2' 4 1 2' RUCEPINE-HR-SOUTH 6• 6" fi' 6" 6' fi' 6" 5' 6' S I/4' NOTE- MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS. ON 20 SHEET. MAIMMUM IAaa. STORM BAR SPACING (FT) T4i�4R5U�RE "I 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 3o.D 11'-0" n'-o" 1 t'-o' 11'-0" n'-o- r t'-o" u'-o' 1 r-a" n'-o" l t'-D" 35.0 71'-0" 11'-0" 17'-O" 11'-O" 11'-�" 71'-0" 11'-0° 11'-0° I S'-D° 11"-0" 40.0 11'-0" it"0" 73•-0• tt•_0" 3i•-0" 71•_0•• tt'-0• i7•-0" tt•-0, ft'-0" 45.0 11,_O• 11,_O,, it'_0, 71•_0" 11,_0" Ill 77'-0" t1'-0" it'-0" N'-0' 50.0 11'-0" 11,-0" 1l'-O" l l'-0" 17'-o" t 1'-0" t 1'-0° 11'-0" i f •-0" 11'-0" 65.0 11'-O" i t'-o" 11'-O" 11'-O" - 11'-0" 11'-0" t I,-o" I V-0" t i'-O" 11'-0" 60.0 17'-0" t i'-0" ..._ 11'"-0" 11'-0" 1l'-0" 17'-o" 11'-0" 11'-0" t t'-0" - 85.0 11'-0" 11'-0" 11'-0" . _. 11 •_U" 1 t '-0" 71'-O" t t'-0" _..__._ I V-0" ._.__.e.... 11'-0" ' 70.0 1 V-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 11'-0" • _ 75.0 11'-0" I -0" tt'-0" 71'-0" 11'-o•'".' Il'-o" w-0° 11'-0" • 80.0 t 1'-O" 11'-O" 1 I'-O" ..__t ill-O.,I1'-O" 11'-0" I T'-o" 10'-10" 85.0 11'-o" 41'-0" '-0" i t'-0" 11'-0"11'-O' 90.0 1 1'-0" i 1'-0" t l'-0" i i'-0" 11'--0" i l'-o" 95.0 91'-0" 11'-0" 9 t'-O" i l'^0" 11'-0" 11'-0" - m.........._.. - 100.0 11'-0" it'-0" 11'-0° .._.. 11'=0" tt'-0" ._� 105.0 11'-O" 11'-0" i 1'-0" 11'-0" 11'-0" -- 110.0 11'-0" ii'-O" IV-O" 11'-0" 10'-10" 115.0- 120.0 it,-0" 11'-0" 11'-0" 17•_0" 125.0 11'-0" 71'-0" Il'-0" 10'-10" _ _ 130.0 11.-O" 11'-0" I V-O" ..._..... - - - - - 135.0 tl'-0" 11'-0" 11'-0° T .� _........................ _„,. 145.0 17'-0" 11'-0" 10'-11° - - ._ - - 160.0 155.0 160.0 71'-D" 17'-0" 11'-O" ,.... _._._..i_. _.. ___. ............._-._._._. THIS REGION IS ONLY VALID FOR INSTALLATIONS 1W/ I ORMORESTORM BARS PER SHUTTER. THIS REGION IS ONLY VALID STALLATIONS ,/ W/ 2 OR MORE STORM BARS PER SHUTTER. �* MEASURED IN BETWEEN' CENTER UNES OF STORM BARS IN `''.EN ""•%P `- FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. o7w1 ncrzw _. _ _ w z_ No.441 _ 17-244 m". ft aan a m.s STORM BAR SPACING "a" (FT) H 2' 2.887' 3' 3.8' 4 4.B' 8' &8' e' -8.687' SOA SSk 6m.0 BCD B C ARCA q C D q CO R.CA "BCD B.0 D AACO C CA C B.CO xo 64AD qB t*D AIo.C.D -A ca- BC <OA B D A,8,cO ABCO DAD BC BD,B�„ BCD .H O ABiCC CD ASO BCo IIO A CD BCO BC BCA & BC0 eCD C 0.0 &BCD B.CA AR.C.O A,�BCD A CCD BCA -A&CO C.D C.D WA ABC BCO A,91CID A.Iou A.BCO ABCD BCD &C.D &8.0 A.910 0OD ABC qB CO A CD BC.O AB.C.O ABAD B:CO Alloc A.111c A,11.0 AAA A.OAD &9lcQ CD CO. BC BCD kDjc 68AA,qc A.8 70.0 B.CD AACMC B D &CO Alate A.B.0 ABA ka A 7" 1 A.D.O.0 A.B.to A,%c,D ABCD ABC.D kale A,9,C A's A A BOA I A.B.C.0 A.B O.DB O A.S.0 A.ILc A.m A A A 80A BCO 8gp A'sc.0 AmCD Alto Alac A.8 A A A 004 B.C.O AMD ABCD A.e.c AAIC' C A A A A 0S0 BCO OAD CA BC BC A8 A A A A CODA. BC.O AB D BCO AB.0 &C A —You— IIQO �D,E.... RCO ADD,y_„ 8 ...... BC ABC kec BC A9 A » A ..... A ...... A ,. A A_ ,....1,e A A A ICAO AB.C.D BAD AB.0 AB.0 A. A A A A 120.0 &GC ABC ABC AB A A A A A A USA B C.0 Allac ko.0 A A A A A A A IODO CO BC kO0 A A A A A A A IS8.0 BCD BC BC A A A A A A IAOA B O C AS A A A A A k IA3.0 BC'0 8 qB A A A A mmL� A - IS0.0 BCO BG A A � A A A A - 1 BA B A A A a A A 1110,tl I A,8.c I Aa I A I A I A I A I A ANCHORS TYPE LEGEND A 3/8'0 CROON STEEL XWIX SOLT U EXPANSION ANCHOR W/ 2 1/r Min. EMBEOMENT* & 3" Mon. THICK POURED CONCRETE (f'c • 3000 psi) B 3/8'axl 1/4^ POWERS CALK -IN ANCHORS W/ 1 1/4" Ift. EMBEDMENT* TO POURED CONCRETE (Pc - MOO psi) & 3/8'0-16 MACHINE SCREWS C 114`mx3/<' ALL POINTS SO'JD-SET ANCHORS W/ 7/8' Mtn. EMBMMENT* TO POURED CONCRETE (fa - 3000 psi) &. 1/4.0-20, 10-8 STAINLESS STEEL MACHINE SCREWS D O/Wo OW/BUILDER TAPCON ANCHORS W/ 2 i/4" Min. EMBEOMENT*TO POURED CONCRETE (fe - 28BB pM) * EMBEDMENT IS BEYOND ANY FLOOR / COUNG FINISH a* a STORM BAR SPACING V (M mo 2' 2.687` 3' 3.8' 4' 4.8' S' SS' 8' 8.68i 00.0 BCD ABCD RC B 0 B.CO ABCD BCA BC BC C SAA BCO AB CD„u ,A.B.CA CD Tye 0 /tiBC A,_ aC _ „0.S .0 , Ikea A _ f0.0 BCC. B ID BCO BCD AB.G G A:BC A A A A0.0 BC.O BCD_. BCO AyB�C ABC Ai,_C ,.,�_.. A A A OOA "'CO A000 C G BC A A A A A 63:0 ABCD ABCD ABC AByC A A A A A A WO BC BC BC 8 A A A A } A W.0 BC0 at BC A A........ A A U ABCO BC A _.. A ___ A ___A __ A A. m_A....y A. - 7"0 B C O to A A A A A A me C A A A A 86.0 BC A A A A A A 01, 03.0 B C A .._ A A �....A A A _.n._-..- A A ..�..........- A A ___...�.... 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N P (YR �JONi 4'if8'X1fV MULLION ©4'x$'XV4°MULLION G2 YxiAlf4"-TNIOK(YY RANGE) MULLION _ @0 4'k@5gM'MUWON Ot 4k3"xtl4' MULLION - 411kll4'TNkK 'fIANGE) AREMATON f MEWAii¢V 2 oWEMAt10N 1 OPoEMAeON 42 CI4DRARON i WORMION 2 1&K11MMH1 t GNIEMAVII 2 ( OREWAM 1 OAIFMAipN 2 CiOEMA110N 2 {NO 0lR2LCR ENO Wfmw ENO WRRMR OR2 I WIEROR no NO ONZUK8 "a I INIERNM ENO IMRIBR' DID I IMMOR END 6YIT1bOR no gRWM 1OA 20-0• 7-10 -t, r-3 W-O' 4'-4 ID•-) 6-0 tY-8 B-e r f '-6' YO'- Y-t0' 9-3 12-0 9-4 to-0' d'-Y }-6' 12'-g` m 212•-V 7" 0'-]• b•-1• tY-S• r-6' 10'-o Y-Y 1R'-6' Y-YY 6'-4' 12'-V MO 3 -A IO•-o r-Y IT -a- b-n 1Y-e• 484 2W 7 8'-1D -10 6'M' 1 -lr B'-f 8-7 �t 111 Y-}• b'-V 12•-6' /OA M'-0' Y-16' -10 6-A' d0-01 tl'-1 0-Y J'-" 1'-B' 8'-' 12'-b' 4p0 2O'-0 6'-8' 6•-6` 6'-6 10'-8` i-6' 9-' d'-fl tY-8' -D 6'-Y 1'+b' f60 2C-0' 6'-d' -b` e'-6' 10-0' T-b' 0'-Q'. b'-IY 1'-' 8'-2' 1 -8' OAO 2-0' 6'-2 Y-3' 6-0 9'-11 YJ^ 6dt^ 6'-0• fx'-d-d• r-r Y-u^ rY-d' aoA 20-0' A"E b'-2' _2' 6' 1` T-Y 8'-Il• 5'-J' 1 '- • 3'-11' 1 1-g• 580 20-0' tl'-11 J-11 g-8 _ @'-A' Y-d' 6-Y �e'-]' 12'M' Y+B' S'-' ] @'-6' w W-0' v-'-'Y' ]-n. >'�lir ..._L'-9' __t0'-__ 0'-10' -0' e'-Y a'AO' IT_4• }'-]' IY'- ' No dN-5' Y-p' T-0 5'-6' 6•-g- b•-a' e•-e• 6 2 t2'-0'. b'-A' S'-6' Yx'-6' WA f0 3-Y -0 6-B' 9'-8' 6'-10' e'-g P_d• 2'- • Y-6• IY elA. 16'-/' 3'-e >'-@' }'-4" e'-4 8'-4' e'-1' Y-2 n'-11Y b'i' IY-E 12'-' @p x SY a 5-9 T-O• 3•_a• `"",. 8'-T —Y-IY 6'-S^ 4'-.1�- .11�tp" Y-6 �3'-e fY_6' 20.0 IT-P-P S+Y i'-B' }'-a'. 6'.-2' Y-1' b-' x '-2' - e-" _e Ir-4^ Y-9' r-6" 3•-4• a-r 6•t B-A' C-e' il'-9'� 1 - itlA 1 -b' d'-O b'-0' 6'-J• 6-0" Y-2• 11`-Y' S- ' 5'-e 2' ' 0 18'-6' S-8 Y- Y Y_4' 9'- ^ 6'-10" 8'+1' Y-4' U'.r !'b Yd' dR0 16-9' b'-0 YNO' 6-2- W-'� e•-1• 5'-6 Y2'-V ang 15'-0' S'_B Y-r }'-4' ] a•-e• u'-e• Yee. 1 _v O50 15 -A 3'-s' )'-2 }H• e•-]' T-p' a'-• tl'-b'- 6'-J' b'-e IY-] ffiA 15-Y 8'-8- T-I 5'-4' 0'-' ] b'-.Io Y-2• A•-d' btlr� 3'-e IY-3 ¢OC aa•- • 3•-10' r-]' F-3• r-e' g'-4' r-9` Y-3` lr-]• a-4 5•-i 1 •a 0O0 fA'-2' S'-t0' T-Y' Y-}' 8'-i d'-Yr b'-' A•_w• 5-0 Ix -a 06A IS•-3` 3'-Ip -) 5-d• )A 8- -8 Y-P 11'-r 6-9 T4 IT-3 OSO iJ'-5' S-lO" )'-0 }'-8• V'r b'-H �4'-]' 4-11 f S-8 TS'3•-Yt 11' Y-T Y-Y' 8'-3' T-0' 6'-2� }'-9` 1�8'-8. 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' ULLION MULLION SPACING: "S" "MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED; { MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.G FLORIDA BUILDING IX10E (Non "' "Ity ff Ot DP.'. Nautilus I°"L 17-244 mw " mr, 2e 0IM BASIC WINO SPEED - 170 mph RISK CAWGGRY lI BUILDINGS RESIDEMML, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RECUT, WHOLESALE) FLIP ROOF V• LL55 INAN )'-0_ I- -- OR EQUAL IRAN ]'-R•AND LESS PAN 12'-1 L•• MMM M EQUAL INAN 12'5 H£�41T PoSWYi MLGNK Po9//VE NLG LIVC PoSRM NLWIM (6% f0.t4G]C L24 UL11 IM ASO. YUi w A" `hN`AIE Al" ULIIIY IE ASA ULIWAR AS4 0-- 15' 76.9 45.B )02.4 6IA R.0 4J.8 95.5 5ZJ 68.5 41.1 86.4 51,8 > 15'-ID' 80.9 IB2 101.6 64.6 16.8 46.! 100.0 60.2", l20 4JT 90.8 54.5 > 20'-25' BJ6 50.2 111.8 671 ]8.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'a0' 86.2 51.7 115.5 - 69.J 82.4 49.4 1077 64.6 77.J 46.4 9Z4 58.4 > 30'-40' 90.7 54,4 I21.9 ]28 866 520 IIS3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.J 56.6 125.2 1 75.7 90.0 54.0 117.7 70.5 84.4 50.6 106.5 63.9 > 50'-60' 9].3 58.4 IJGJ 1 78.2 92.9 5 ..7 f21.5 72.9 BJ.2 52.3 109.9 65.9 BUILDIMO'S PEAK ROOF HEIGHT Y& DESIGN WIND PREMM FOR CONPOAI NIS & CLADDING(P.6 F,) FOR AWE 7-10 - PEAK ROOFHEIGHT GREATER THAN 60 FEET AO BASIC WIND SPEED m 170 mph RISK CATEGORY ll BUILDINGS RESIDENRAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL WHOLESALE) PEN: AOGE L^ LL35 IRAN 1E-5• L^ GNu1ER DR roue NM" U'-r H@GRr PosOrvc xn+IrvE P09NK nzGAlra IN ..M ASA Nt x A.& MMTE "a ULlWf2 AiA > 60' - M' 91.5 54.9 167.7 100.6 84,J 50.6 148.4 89.0 > M' - 80- 916 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > ao' - Do' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93..0 > 90, - IM, 97J 58.4 178.4 107.4 89.7 539 /5Z9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z6 > 120'- 140' 103..2 61.9 189.2 II3.5 95.1 5Z1 167.4 IDG.4 > 140' - 160' 105.6 0.4 f9J.6 116.2 97.3 58.4 171.3 102.8 > I.-- 180- 10Z8 64.7 1976 118.6 99.1 59.6 174.9 104.9 > Iso' - 2OO' 109.8 659 201.3 120.8 101.1 60.7 178.1 106.9 > 2 - - 250- I14.1 68..5 209.2 125.5 105.2 1 63.1 185.I 111.1 > 250' - Soo' 117.8 70.1. 216.0 129.6 10&5 0.1 191.1 114.7 > SW' - J6)' 121.0 72.6 221.9 MI III.S 66.9 196.3 II7.8 - 4M-1 12J.9 79.J 22Z 1 IJBJ 114.1 68.5 200.9 120.5 >4W--450' 726.4 ]SB 2J1.8 1J9.1 IM5 1 69.9 205.1 12J.1 > 450' - 500-1 128.8 1 ]ZJ I 2J6.1 1 141.7 1 118.E 1 71.2 ' 208.9 I25.J AID=i I.) OME CERIMLO SICNLD 00 SFAILD WINO I= CRAB/ PREPARE) BY 11A5 ENLMM, WIT ON ASCE 7-14 FOR A BASIC WINO SPELO OF IM MPN, MD MhIUB(L RI K GIL)4PY BWIMNG & EYPoSUR6, 6 CANPLL7LLY GLNERIC AND Don NOT P.PoNOE lNF0.PFNPlM fzR A Mw SPEWRC PRNEC/. 2) IhS IMhD LMD LN4Yl NR/ 6E .41YffD. SdIL4 NlD MlEB 6l NME LNLMEEF lF USLD 1U 09IAW A AVE IME B(/lldNG PEEN?. 1f L'4YINLI[W OP PFRI2/ IPoLOER 70 BE RA'PIXdIBI£ TOR tNf SF[£CIXM LY OEtlCN MA0 PRESSURE RATED IX! 7M5 GENERIC WINO LON CWRT. N1NO PRESNAB APE IILNG]E M0 ASA PRESSVR£S iN6 BNb l61) bWLI 51N[L BF MAOFflfD @HALM F A(TLPtD BY AW YGNC :N MNO ION MILCMD BY w CON/FC2W OT PONV NOLMf IFDV D&II . UND CHWI SRYL BE 0 1E0 DNA SF .T MNYDLT P/®AAM BY nQ' LO.4IPAC/Dfl OP PERLOI ROIOLP (a9. SPRY OKM' .L SCIERM IME OW MIER M2 ,� A'DYwifD OE4SN x9.9 PAG45:w6 CO.RP6FR4D LO MF YW WY fAD AW EOP ALLALL R� 20M1T � 4oPd rtRt L - srOwl PM¢ tD.cnt A0."biDRN 9/UROI NA)E t0.b'M aR BMLALIA S4UnER ISGNI. E#* Y4W-MOE L'WMY OR A M.OF R4elAA A➢PNOYAL l ofNt 0.) R E`6 CBJEVIEWED FOR CAD€ COMPLIANCE ST. LUIjj'&OUNTY E30CC BUILDING SCHEAIADC No.44167 ' $ •ot STATEOF ! a 9 •.• O • F..CUHI... 1-9 `css/O 017 (6M EDITION) ROMN BUILDING COOS - BROWA40, PAW BEACH, MA File col)v & INDIAN RIVER 4/4/2019 Florida Building Code Online A- BaS Home l Log M I User Reglstation ( Hot Toplcs Submit Surcharge I Stan & Facts Publications contact us BCIS Site Map I Links I Search .I ` 4F[odd P c Product Approval 9 USER: Public User Product Apo I Menu > Product or Application Search > Application List > Application Detail FL # FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved 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 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com I _� Technical Representative Michael Heissenberg Q m Address/Phone/Email 1626 SW Biltmore St LU , Port St Lucie, FL 34984 (772)871-1915 Ext 106 l>-+ O CallExpert@aol.com LU U �V ys L11 CC U tL l u,, Quality Assurance Representative Michael Heissenberg s Address/Phone/Email 1626 SW Bilmore St i Port St Lucie, FL 34984 I (772) 871-1915 Ext 106 a CallExpert@aol.com Category Shutters Subcategory Roll -up z:)(,ANNED BY St. Lucie County Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 12/31/2019 Validated By John Henry Kampmann Jr. 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Standard ASTM E-1996, E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 Equivalence of Product Standards Certified By https:/lfloddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDgvzRNLe5g4OVliltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d°/a3d 1/2 4/4/2019 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/27/2017 10/19/2017 10/25/2017 12/12/2017 FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 (basic protection only). Pressure rating: +30,-30 p.s.f. at 20'-0" span and +160, -160 p.s.f. at W-0" span with 1/2" slip. See sheets 15, 16 and 20 for additional pressures and spans. Installation Instructions FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- 244.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 244 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida Is an AA/EEO employer. Cap_yryl ht 20D7-2013 State of Florida.:: Privaev 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 emalls 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: ® W9 ®®- M securitymm-R1CS' https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40VliltCeHwT5BBAhhv9l8°/P2fxUQDampBiggCQp/o3dp/o3d 212 1. NAUTILUS MI CARTER SYSTEM .SHOWN ON THIS PR EVALUATION DOCUMENT ZRE.O.1 HAS BEEN VEm FO PoFlR COMPLIANCE IN ACCORDANCE VAN THE 2017 6UI EDITOR) OF THE FLO RDA AS .CODE NAVRLUS ROWNG SHAPER SYSTEM SHALL NOT BE INSTALLER AT HIGH VELOCITY HURRICANE ZONES (MNMI-M➢E /BRONARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUITED BY TIE JURISOICWN WHERE THESE. SHUTTERS WILL BE INSTALLED FOR A OIRECNONAUTY FACTOR K0-0.05.USINGASCE 7-10 FOR INSTALARONS UNDER 2017 ME AND Si NOT EXCEED TIE MAXIMUM (ANSI DESIGN PRESSURE RAIIKS M"TED ONOWS 15 RED 18 & 20 THRU 26, IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESKM WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO, ASD. DESIGN. WINO LOADS BY MULTIPLYING THEM BY OS IN ORDER TO TO CONPARE THESE W/ MAX. (A9.D}DESIGN PRESSURE PAT I INDICATED ON'SHEETS 15 THRU 18 & 20 THRU 28. 2. IN ORDER TO VERIFY THAT COMPONENTS AppNRRD ANCHORS ON MIS P.E.O. AS TESTED WERE NOT OVER STRESSED. SPMCNOS TO WW000 1WVE BEEN D EFUINED WIND LOADS WITH' N&S, 2015 BR NNILY519, FMiFNEPS HAWILUS ROLLING S." SYM.S ADEQUACY FOR IMPACT LNG CPLUC. RESISTANCE HAS BEEN VERUIED IN ACCORDANCE WITH SECTIONN 1809.11 OF ME ABOVE MENTION EEOO CODE. AS AMERICAN TEST LAS OF SOUTH FLORRED0. INSTALLATIONS V WIND ZONES 1. 2, 1 AS J � MISSRD TWAt D AN ONLY 6-05 MPUGBLE TO BASIC PROTECTION INS A�LOMONSNS COI NSD BY SECTIONS 6.2.1.1, 6.2.1.2 AND &3 OF ABTA E 1996 SEE SHEETS III& 20 3. ALL ALUMINUM EXTRUSIONS SHALL BE GOII 6 ALLOY (UNLESS OTHERWISE NOTED). SEE. SHEEP 2, 4. ALL SCREWS (EXCEPT END RETENTION SCRI TO BE STANUSS STEEL 304 OR 316 SMES "M 50 61 WELD SIREN AND 90 MI TENSILE STRE14 COR CORROSION RESISTANT COINED CARBON STEM AS PER DIN 50DI& ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY TIED SUIWETT & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241143.4. - S. DOLTS TO BE ASM A-307.. GALVANIZED OR NO 304 OR 316 SERIES STAINLESS SEEM WITH 36 Tel MINIMUM WELD STRENGTH. 6. NAUTILUS TOWNS SHUTTER SYSTEM SFAS US. PATENTS 06.093.225 AND 17.409.9110. 7. MONGERS M WALL FOR@SIDE RAIL SHALL BE AS FOLLOWS (A) TO EXISTING POURED CONCRETE: NEW SWO D.0.L COMPRESSIVE SMENGTH. -5/16'0 TAMON XL ANCHORS AS MANUFACTURED BY TEN BUILDM INC. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILD, INC. AI)-MININ��UUY IBEDMENT INTO POURED CONCRETE SA�A�LL BE: ���� NO EMSEOMEN INTOO STUCCO SHALL SHALLCBE�CONs1UEftED•AS PAATBOF ME REQUIRED INKIMMENT. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER; 9. ANCHORS REQUIRED FOR STORM RARE CONHMRONS SHALL. BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SKEET 9. -3/8*0.1 1{4' CAL( -INS MANUFACTUEO BY POWER FASTENERS, INC. -1/4'0K3/4 SCUD -SET MANUFACTURED BY ALL POINT, INC. -3/8.0 RWTf BOLT TZ MANUFACTURED BY HILTI, INC. -5/16.0 TMCON MANUFACTURED BY ITW BLULDEK, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SMALL BE AS INDICATED BOUNDORAT ABOVE MENTIONED SHEEP. EDGE DISTANCE AND WOMMENTS ARE BEYOND ANY FINISH WJERLAL EMBEOOGRROUT FILLED OR ANCHOR SPACING 0 IOOX EDGE DISTANCE C 100X CONCRETE CONCRETE BLOCK 3/8'0K1 lr{• CAN -IN J 7/4' 4 1'2' 1 1/4' (3003 PM) NOT ALLOWED 1/4.03/4 SCUD -SET 3 7/8' (WOO Pao HOT ALLOWED 3/8'0 KYAK BOLE 72 R' 4' 2 1/2' (GOOD psi) NOT ALLOWED 5/16.0 EAMON XL 3 3/4' 3 1/8' 2 I/4' (2899 Pei) NOT ALLOWED 10, NCCHORIS REQQUOEDi Aft RUWONN CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEER 10. Is 13A. -KA'IK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT, INC. -HUS-HSCREW ANCHOR MANUFACTURED BY HILTI, INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, IND, MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH' MATERIAL IBEOMENT o GODS GROUP FILLED OR ANCHOR SPACING. G IOOX WOE DISTANCE 0 IOOX CONCRETE CONCRETE BLOCK 3/4-0 KW1K BOLT TZ 27' 9' 4 3/4' (SOOD D01) NOT ALLOWED 1/2.0 KMK BOLT TZ 22 1/2' 7 1/2' 3 1/4' (3( 0 P51) NOT ALLOWED 3/BTU WK B01T"77 6' 4 3/6' 2' (]000 P51) NOT ALLOWED 3/8.0 NUS-H SCREW 4' 5. 2' (3000 PSI) NOT ALLOWED 3/8'0 WEDGE -BOLT 4 1/2' 4 Ir2' 2 1/2.' (SOOD PSI) NOT ALLOWED M 1/2.0 1119 OR T= DXI 6' 6 3' psi NOT ALLOWED R 5/8.0 HLS41 SEEM OR ODE DOLE 7 1/2' 7 1/2' i(3000 2 1/2' 30DO PSI NOT ALLOWED 11. ME INSTALLATION COMPACTOR 13 TO SEC:/CAULK. ALL PRODUCT COMPONENT FDOES WHICH HUMAN N CONTINUOUS CONTACT WITH ME Busuom TO PRIENT WIND/RAN INTRUSION. CAULK AND SEAL,. PRODUCT TALKS AL MOUND FULL LENGTH. 12. IT NSURRE PRBOPER ME RESPONSIBILITY INS PRODOF UCT CONTRACTOR TO BE A EACHM SOUNDNESSN ME NCCETE. COOF NCRETEE BLOCK OR WOOUCTURE WERE D OFMNESBUroDNNGBE S. TTACHED ro 13THIS BY ME JDUCT'S 710ALAWNWHOMPSHMR COMMPLY WIN SPECS INDICATED IN THIS DRAWING' PARE ANY BUILDING AND ZONING REGULATIONS FWvTLQ A2) MINIMUM EDGE DISTMCE III INTO POURED CONCRETE SHALL. BE:' 4' MR 5/16.0 TAMON XL MCHORS & 5' FOR 3/8-0 WK BOLT 3 ANCHORS. EDGE DISTANCE R BEYOND 14. LIFTING MECHANISM NOT PART OF TAUS APPROVAL ANY FINISH MATII 15, (W) MIS MD. PREPARE BY TOS FNGNEER IS COMEDIC AND WES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE IKE WE A.3) IN CASE THAT PRECASER T STONE, PRECAST CONCRETE OR BRICK PANELS, VENDOR OR PAVERS BE FOUND ON CCONDITIONS DEVIATE MOM ME P.E.O. THE EELS WALL OR BOOR; ANCHORS SNAP. BE LONG ENOUGH TO PFAGI THE MAIN STRUCTURE BEHIND SUCH PAN (5) CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON T16 P.E.D.. PROVIDED HE/SHE_ROES NOT DEVMIE FROM WE CONDITIONS DETAILED ON NIS OOCUUEM. CONSTRUCTION SAFETY AT SITE IS THE (B) TO EACEENG GETOUT FlLIID COL CONCRETE BLOCK'WAL: AM C-90 CCMMCTORS RESPONSIBILITY. -5/16*0 TAPOON XL ANCHORS, AS MINUFACTURE'BY IOW WADE%. INC. (e) THIS P.E.& WILL BE CONSIDERED INVALD'IF ALTERED BY ANY HEMS. DI MINIMUM EMBEMEM/ OF 5/10'0 TMCON XL MCHORS INTO ME GROUT FILLED CELL CONCRETE BLOCK (0) SITE SPECIFIC PROJECTS SHAU. SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCAMU WHICH WILL BEGONE ME ENGINEER OF NOTENBE6MEt f ZNfO STUGW SHML BE CONSIDERS M PART OF THE REQUIRED IBEMENT. RECORD TEDR.T MR ME PROJECT MD WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.& ENGINEER OF RECORD; ACTING AS A OELEOA ENGINEER TO P.E.D. ENGINEER, SHALL SUBMIT TO NIS LATTER WE SITE SPECIFIC ORNEMOS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE IF D.) OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL. CONCRETE EWE DISTANCE IS BEYOND ANY FINISH UATERAL. (e) NR P.ED. SHMU. OEM ME DATE AND ORIGINAL SEA. AND SMNATURE OF ME PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4. RECORD THAT PREPARE D. 91 IN CASE THAT ME METING PRECAST STONE PRECAST CONCRETE OR BRICK PANGS. VENEER OR PAVERS BE FOUND ON WALL OR. RWR, ANCHORS SKALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND 16. PRODUCT MANVF 11M168JA }ASD SHALL BE LOCALE ON A READILY WSIBIE LOCATION AT PRODUCT N ACCORDANCE MAIM SECTION 1709.9.] OF FLORIDA BUILOIpO' F D SHALL BE PIACED POTS EVffp OPENING. LABELING M COMPLY WITH SEWON 1709.9.2 OF ME NORM BALMKG ROOF SUCH PANELS. TO EXISTING W TING WOOD FRAME BUILDING: SPCE PINE -FAR -SOUTH (0-0.36). WU6US-FIR-SOUTH (0-0.46) OR III1, t IN&Y E LASS TO " WE STATE OF A.OR1L1 SGUMERN PINE /2 W/ G - M55 MN. AAP .�f FLORIDA BRUITING CODE Mon BI9h Y01airy Hurrkane 2ae) -5/I6-0 TAPWN XL ANCHORS, AS MANUFACTURED BY BW BULDEX. INC. C.1) MINIMAUUM EMBEDMENT OF TAPCON Xt.ANCHORS, INTO THE WOOD FRAME UNIT SKALL BE 2 1/4' PHYSICAL NO ISEOMEET INTO FINISH MATFAAL SHALL BE CONSIDERED AS PARE OF ME REQUIRED EMBEDMENT. 0.2) BEYOND MINIMUM �FI DUSTISH NCE6EL) OF TMCON ANCHORS, INTO WOOD SHALE BE 2 1/4'. EWE DISTANCE R C.31 IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS VENEER OR PAVERS BE FOUND ON ME.IXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. N0.44167 4 I 0"" TKTLW MO. EXPERT 17-244 M.IY vw 1 WIG Hl 02 .s.r ],v n5 w mf r un•�n.eiYait.e'e.uY a7 q8 #9WA UrPJ p: o • DETM•A p�a3 ae• n' WW uws wi twasfva]aminarwVuaert m� 'L6nren�mluuum 7 °e ,uc,Q •"LL0Y OB BASE SLAT i,•]IDeLln6) DUMB ao6nenxwiNAuov acw:w.r awc.o••r our �.. un' .nY�. .n'•.vo• - 9oY �. ' eeu• y �� nn, u .,e• .en• ].,e• k ,]er neTuef9IV�T Lw� m fmcxNpaerNsisnoR.ss OPTIONOPNON 42 1WA_�v ��aaaw .xs sr. aro' ACETAL GUGHING'e' ryaEw OPMNan Nm1O1 ra szsnruwM rEraEewnauvana ,eeaes,lsssuvnanfn d noaw+.emalsemr 2,].nrao-nwearvEu., © RETAINING GYSIEM: SCREW+BUSHING ewe.m.. E BgUIgD -0UT O Ei BUILO-0UT TUBE D SIDE lBE s mwraufama�ataP �''o-'f' p S N 6T 11I1MMNAOi TO NtOI tdi A NeaN11Y •� auo �amo' GpSN• eviRNe:[ BLM➢1 ]� NGG ANJ f �� E3 BUILD-0UT TUEE O uxrc rua Ar INl xuPmnxE PO911OIS .�.. f aw�•� 8 QP TRAPPEOANGLE © 4xe MULLION mernuwaNUNAuw emweAfumowAurn euae w•r aide: ae•.r © 4.8 MULLION am..nuuvuuAuor aau.an•r COMPONENTS 4x7 MULLION,� eoarnuuuNweum auu.o-.r O 1f4'BC.Y4' OARSWILOEVEK SCREW a0N smt ,py acne. ur.r .) QI 511VO RWfHUILOEXTAPCON XL ANCHOR uNsax art¢ 6%le:w•r JQ 39'BHILTI MC. MNp(BCiTSANCHOR fJAB[Hn[£1 avu: vr•.• j E f O STORM BAR melasalnrW.A aWC,c.r iRIGA BUILDING CORE (Non Mah Velocity HuM. 2Ame) Nautilus S "'"�' RaHhe4GAnMerSyaban ee/xa/n ouE ERT SHUTTER SERVICES INC, faza s.e. MWME Mi 17-244 PONE U. WL6. R ]{HM yxeq y� 9lW 2 wa IOTHICK )M) .040 THICK N) iRACKET BOLTS STENERS FASTENERS )M)FASTENERS Y JERS CROWN CASING iAFT END ,RING & Y/7 CAP ENO (Typ. Ea. END) k Y/7 (SEE SDNmUEEs ON sxms 15 & w)-----*'�•, TYPICAL SINGE UNIT ELEVATION W/0 STORM BARS. �, •� NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. _ PROCEDURE FOR SLAT INSTALATION OWEN A SHUTTER HEIGHT! CASE 1. SHMSTORY EBMS. W/ STOW BARS OR W// STORM SA M hEQUAL ON LESS; THAN I V—O' � LIONS TO / HOOKS UP NONS O TO I V-O'. (a) CURTAIN SHALL START W/ fl SLATS AT TOP, FOLLOWED BY #2. #3...... THEREAFTER, ALL THE WAY DOWN. EACH MA f SHALL CONSIST OF MIN, FNE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLITS LRIWNWMD BELOW f1 SLAT SNALL BE CONUNUED UNTIL TOTAL SHUTTER HECK IS WMPLEIED. QUANTITY OF FIN& SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MY VARY WITH SHURER'S TOOK. (5) SOHOM SUT®MUSE BE ALWAYS INSTALLED. q CASE 7:� NDO R ULUONSW/ fiA VRCER IAPPLICABLE 70 ITHAN MA INS W/0 WORM LAR (a) THE WAY D01Y11. EACH BUTT SNMLAT TOP. FOLLOWED CURTAIN $KAU START BY 12, CONSSTOFF FIVE (5) STHEREAFTER. ALL EATS OF THAT SAT NUMBUT, PROCEDURE FOR ADDING SLITS OPWNNMO BROW 1SLAT SNALL BE CONTINUED UN111 y10 SLAT IS INSTALLED. AFTER 110 SLAT IS INSFA . ADOMORAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (E) BOROU SLAT O@UAW BE ALWAYS INSEALED. lt' P.E. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. D E017 XWW NO C P ENO) Nautilus Rol)1v9shvoors)r0 m mAVIT UTTER SERVICES INC. E.W, BUNGRE FREE 17-244 ST, IIICIE, R 5{55, D„�.w ...,, . 9¢R 4 mv, Ma, MIAINTI SPACING I-.._ (SEE SOE01RE --i ON SHEETS 24, 25 & 26) ©Or © Or •; r/'f./✓f v/ //.O:rii,/f,� W-1/10 OR W-2/11 OR W-3/12 OR W-4/13 BOX ;'G.. '1, .�; i.Y.!.! i =:'rtz/.• /:• I 1 I I I I IT 16 TI 1 1 11 Ii I I II II I I d SI yy / 55 1 II ii I ii II L I I I I R8 Of �R/fr R8 or R'/ if II II 1 } — R/8R/8 R/ [ Max. SLAT SPAN W-1/1DORW 2/110R W-3/12W-4/13 MOx, SLAT SPAN � Max. SLAT SPAN (SEE su"Luu". un ,occ s.nmow . --- �� 18 -- SHEET 15) SHEETS 15 & 15) ) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION IF, �« MULLION & W[0 STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROPRI2IIRE FOR SLAT -INSTALLATION GIVEN A SHUTTER NEIDRT• CASE 1 BARS, W/ STONY BAPS OR W/ STORMUESS BWAPPLICABLE TINSTALLATIONS SHUTDOR HOW EOUX OR S & MUWONSW/NEWS UPOSTORM 11'-0 2. R M THE (P) CURTAIN SHAM. START W/ DOWN. EUGH SLAT / SNNLICONSIST OF RYE (a) SLATS OF 1 SLATS AT TOP. FOLLOWED W TdTHAT NUMBERPROCEDURE.M OOCEDURE. FOR ADDING SLATS DOWNWARD BELOW 01 SUIT MMLL BE CONTINUE UNTIL TOTAL SHIJ,TIER HOLM IS COMPLEIEG. GUAITDIY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SUT®MUST BE ALWAYS INSTALLED. 'F& CASE D. SNUFFER HEIGHT LARGER THAN IV-0' APPUCAULE TO INSTALLADGN WIG STORM BAR MO W/ MULLIONS W/ HEIGHTS LARGER THAN (a) CURTAIN SHAUL STW W/ IT SLATS AT TOP, FOLLOWED BY 92, /3, ..... THERPARER ALL THE WAY GOWN, EACH SLAT I SHALL CONSIST OF FEE (5) SLATS OF THAT OUT NUMBER. PROCETTVRE FAIT /101NG SLAT 19 1NSTALLEOWBMW , MDITIONAIISUIT 010 SLATS MUST BE USED OBE CONTINUE NRC041G SLAT IS PLETE THE TOT& SHHUR UTTER HEIGHT. (b) BOTTOM SUTQB MUST BE ALWAYS INSTALLED. W1/10OR W-2/11011 G Of ® Or — or 7� �W-3/12 OR W-4/13 71W MR SPAWN MAF. MULMON SPAWN K o 7 mN r nN SNm "I L-- (SEE SORDUIE —.{ I� V/9 / ITS ITS ITS ATS A15 AS WS 1�.{ A @ (TYP, Ea. END) ,An IG ATS B 1 END CA n �d 4 Ne'I 3`rY N. S9 ® Cn 99 o A - R/8 or MA . S FIRM B R SPAWN (SEE SHEET 22) 1 1 I I I 1 I, 11 11 " i i I i i II II " i I I i i II I I I I I I I I i i 3UiS SLATS SLATS 14 SLATS SU13 RATS 18 sus P 8�P 8 BgP R 8 �1• or R B or R /� I I R'/ II D I I I I /9 YP. Ea. END) R/8 II R/8 or ii or, 11 i i RY n i i 11 gas , � r W 1/IO OR W 2/110R.B _ © W-3/12 OR W 4/13 V/9 (TYP-) Max. SLAT SPAN Max, SLAT SPAN Maa. SUT SPMJ (SEESHEET LEES WA (SEE SHED &� 'N (SEE SHEET SCHEDULESON TYPICAL —CDR 'IVE SINGLE UNIT ELEVATION b(/ MULLION J$ W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FDR COMPONENTS NOMENCLATURE. N.T.S. A. 167 t �• 0201711LTEW M. IL E C O ENo, }aiYs Ro8)Pgut fl y+bm CRMu aN2./u a� EXPERT SHUTTER SERVICES INC. BaTYaN[ STUET pom 6T. LUGE. FL. 30" ,wan ,u•owe.rAN m erl.awo 17-244 cR�R A, �p{p TACK ; II IaL�•.,IE1� � Harr msnxP & rxcN[[Rmc cauPAM .- m Gn.coaaotwm ®-ame7la e FOUREO r-5/16.0 TAPCOMS 6 W/ 2 1/4' IRn. OR 2-4'.1/B' 1/4.0.5/4. OW BM -EX TER SCREWS 5(IfiY TAPCONS 2L W/ CONCR NRUONENT & 1'ODaO.O60. O v. ALOIBNUM TUBE W/ 1' 0.0..0.060' WLNNRED STEEL 2 1/4' Y'0i. EI[BEONENf REOD STEEL WASHER O 24' as 5/I6.0 TAPCON6 2L W / WASNER O 24' 0.a & Ib.0.N.080' OCLV. 2 1/4' Min. EYBEOMENT SEEFL WASHER 0 2Y w 0 O O E EW it D5- SEE C�fl� I SCHEDULES SSEE ANCHORCMULES ON 8 / ryE SEE ANCHOR / C F L g 10, 17 8 & IS �, SHEETS 16, 17 SCHEDULE ON EEETS 1B, 17 ii E$ A & 16 Min. SEPWVON q g LLiT � H Nln. SEPAMTION A q 'd Wl , SEPARATION TO CLASS CaMR 70 CLASS ( CLASS Exit'PoOR sr.1E 5)Es. FxIGaOB OR SH E 3) ON sm ° ° 0 I � D 3 D D I � i / ° 0/8 �g 0/8 0/8F 0/9 __.._ /8...... i i 5/16.0 TAPCOt15 %L w/ l Z 7 2 1/4 2 1/4- YN. EYBmM 0 24- o.<. WALL MOUNTING SCALE 0/16' . 1' o.a U 1/I6• / '9 1 1 MIN. E.D 1 21P.0.082'.CONf. 1 uuu. ANGLE CONCRETE 5/16'0 TAKONS %L W/ T H Y'ul.) fl<0'0. 2 1/4' Mn. EMBEDMENT O 24' o.e. W NG BUILD -OUT MOUNTING •7(�l/'•- FLORIDA SUMINO CODE (Non @SN Vtloett7 Ef ff fc a Zone) Dwl7 eaa W° Nautilus 14167 t J?owngSsuwerS)lj u Ow./a IL E C O EIEc. — EXPERT SHUTTER SERVICES INC. '• . ��`` PANY IIWI 1CSMN0 & [MOIM[CRIMO COMPANY- ew p�l IC�luu 1610 Sw. 6LNONF ST(IEEr 1 i--144 • `i L1L Ir :>y°i_I ti4e. ra 1 -mak YM<e0<tl.<om PoHi St. LIIC°, R ]<901 P�a(eW r.e-vme. rm en-O<M yA� ly mFl a nx ••' 0006N0 weLm+A1p1n �.. e.c I10FEpA 1)<F u1a> DATE N 1PUSNO o EOSiNO WY WO N w �5 5/16-0 IwFoIR 3 VL W/ @It@'0 TAPCONC AL W/ @ RN,ER 1/1•oO/P ITN fiY4aE% OR 1/1'M]JI' IM 010Ed 1 1/R' Yin. PENEIPAnBN h t'0.0..0.0W' WLV. R 1/R Yn. PENCiM1 O 1'O.Da0.W0' CRLV, 14111/6' ON 1'nY11 6' TEN SCREWS W/ r aci OW. OIWINIEED i btilro' ,111YRNY N@E 10 .0..OA80'R/N1VW,E0 METING WOW STF4 WASxER-O 11' Pc. may. NODO 0.YSNS OR RNTER Srz4 WASgER O 24' e6. "UN� RRE SIED.. WASNER D 21' au Srz0. WASHDI D RI' xs BUSSES OP Wil[F. 6/i6'o rAx In. ]/16'6 1AF %E --^"� W/ ] 1/1' If, OCR /WRNS W/vnE1MnON E PER D za• a:. D s1• e.P. . (1) Ta1' OR 2 N• WAR, (]) 2'.1' OR S.6' COKE O) 311' OR (1) 24. ]16' WNT Y.n00 MFIOER REQUIRED WOW RFAOER R16' 0M Imo NiADER PEWWEO REWROVER B EH O"IN M EwCPO i M DVEwRa I M € OPONG i P M g 1 D D EYSDND FttRlNa BgtTmP OCTtIASSOW Dam GIISS (6EYORO) I OEASS 1 OySS ORFIHR (Bm' A i A {BEYOND,. ; yry ®DR (]) 311' OR S�AGIWq y9y58 EXEMOR p (3)®1' OR I WIT. (2) ]'N' GP TAIAM S10 NWG 4 51PNWItli ro �'CE C(( k2 6M18' t6moM n p� W CU59 (DE iDCR[E GH I A LR6 i'a6' 0 Ijg- p�. aYA4 SIUO w (uwAx. I Igo A) p 1 9� �j yqI W. ACCUSEDM[1 � 4 0111 20) W7 YAK6REaaCUREO � (SEE SNET ]0) g E .1 RCOIn9[0. 9 (RC ECE CE NW]VaER 3 wkRATON i � Y i 421 sDl uvsxm tt (�� a 4 e /8 re�I 0/8 I 0/0 ' S�'32'0' OR 5 NICNOPC E Imua 1 (11 f1s tOGD I qry RT U3j ppG OC j ON SSHM 91 i D OPdWO B WC18 I 8 SEE MOORS REQUIRED, I D E. R'F110.08]'FWtn. ' ON 6HEET 21 E. 1/]Yt 1l3'a0AE1' (SEE Gx[ET i %WY. INOtE.. �. ' 0, IEII MIGJi 16) � I 6/16'I TIACGNS NL 0/8 i. 0/8 5/16'6 TIPCONS XL eixnalilalum. �g 10/8 — w6 a 1{nt' um, P RTM ON RI' Pc. O 21 0.4 1 N' OR V. • 'I IGISX OINOW f6191 O. ]SI' OR 1'N' COKE. WnW I [%RIM W00 BOG[ OR TN' OR 1'n ' CONT. IMO ICIW E%ISnNa WDW CORE. PIATE com F%ISPNG'WWO WK. BORON PUN EYISONG WOO OMK OR PEOIR mvuN ConomEnc SU0 PEONPW.am" PIXTE OR OFCN.OR RECORD) WOOL SUO (ELE 91EET ]OI 0 (Sm SKEET 20) RWE NRNEmD. &/9 (P BEET 20) B mwm CYD PE0YnE0. (8EE SHM 10) RfONPE4 . •.� .. r ISO, I L . —� HUILD-0UT MOUNTING BUILD -OUT MOUNTING WALL MOUMINO ALL MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E I T WOOD BUILDINGS N.T.^%' y. Td' ,.a........... 11�t �.•' JG�SF•' �{ �� FLORIDA BUILDING CODE .(Non High V61Dcity HYRICNI6 lino) .44167 t : a Wn mrzW Nc Nautilus * � * �'� RPIIEng SAYHOrSjsbm m/H/1, IL EC C INC. EXPERT SHUTTER SERVICES INC. DIN ',F,.,FT�� IR ? ' f2tlitlyt:• \�l. ]L1R :���vw��.ddddd!!!llrMn'• r-E IIWI 1CC11g0'6 CN61NF[aN0 COMPPNY LY6 xa.Wv. a. W fm, Ww.i.Woa. nlu wxxl Nem I-�uP. n.T (euR1I-rL�I Po S.W. @RI . STREET PORT 5T. W0Y[. R. 3I901 DYAD RP S �{S� /DIAL - iS tJYCe0ao12om pIY;I IFW)1.OALI.IYb Bl1�iPW "�EWK,U�RL 1�RR¢11I11J'- P.[. P.E. 5 E/DATE ROPoM iR, E wl6> 17 & EDUIFS ON 17 a 18) on 1/eWP v v u ' . -." 1n-. vc v , ac. SECTION W/ STORM BARS on 1h• suv w 1JY sua an sw FLUSH MOUNT (WALL) �� SECTION P—P PLAN) TRAPPED. MOUNT BUILD —OUT MOUNT HUILO—OUT MOUNT svu, s/1a•. r SECTION 0'-O' (PLAN) ORIENTATION ,1 WALL MOUNT END UWON SECTION 0-0 (PLAN) ORIENTATION j11 ORIENTATION. 2 WALL MOUNT END UWON WALL MOUNT END UWON WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G G1 G2 FLUSH MOUNT (WALL) BUILD —OUT MOUNT Ll SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS wu /.-. I - 1/2' Min, E.D 3 1/2" Min. ED-•}—FOR 3/8'0 CNX-N ANCHORS 3 Min. E.D. ' Min. E.D. 3' Min, E.D.^=-FOR 1/4.0 SCJD-SET ANCHORS Min. E.D.--I--FOR 31WO M BOLT R.UPMP. ON MOM 1/8' Min. EA 1/8' Min. E.D--I—FOR 5/16.0 TKPCON ri ANCHORS 5/16'0 EAMON$ XL W/ EDGE OF SUB 2 1/4• Ulm EMBEDMENT I IF APPLICABLE & I'O.D.w0A60' GALV. STEEL WASHER 0 24'/ / 4 Min. IED CONCRFT ° 0 0 ` \ POURED CONCH I K, 8' min. p UCX REgUIREO p (F0.3 KLi) 5• min. 5/16.0 TAPCOHS XL RUCK REOUWEO ° I I W/ 2 1/4' Min. / A � i I'NO.D.x0A60�GALV, n I I STEEL WASHER O 24' om. n z o e II P Min,FOR 90% "NO ZONE-.9 I p I I I i u I 2' Min, FOR 1. I { It SEE STEP 3 ON SHEET 14 FOR SPECIAL H WIND4ZONE ­M 11 I 1PFA1MEN7 FOR VONO IONEB I THRM l 1' Min. FOR n WIND ZONE-•� II 1-3 } ° I s n II SEPARAPON TO I ~III{(SEE A g 2' Min FOR 0 SCHEDULES CHI II SHEETS 15 k 16) I II rn s WINO ZONE--s 4 I ((A 3/8.0 CALK -IN ANCHORS OR (4 1/4.0 SOLID -SET ANCHORS OR (4 3/87 A1RX BOIT TZ WA MN ANCHORS OR (4) ANCHORSO PER (4 5/I6b TAPCAN XL ANCHORS 1- 3' 1' STORM BM CONNECTION,. SEE TABLE 2 ON SHEET 23- I• (Typ. TOP 8 BOTTOM) K pclrnwR { '') 2 2XCX1/e' 0'-5' (6063-76 91" (A(L7UMI//NUM ANGLE // FA SIOE W/ 2' 0 O $bOREt45•t015TOPN B A gU11DE% TEN S' \•YO• TOP &BOTTOM) SECTION S - S BO% H IMCtorY acRb NLW NBQgm IxfO NOM • AKROR DETAIL A 1/4- 0-20 OR 3/8' 0-16 MACHINE SCREWS USED JOINTLY W/ 1/4'0 X 3/4' SON➢-SEF OR. 3/8'0 A 1 I/4' CALK-N ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT NNE TIME STORM BARS ME REMOVED. (SEE CET. A). DITMOR (2) ANCHORSO PER p STORM BAR CONNECTION. T'SEE TABLE 9 ON SHEET 23 BEMB I(Typ. TOP k BOTTOM) (2) 3/Bb CAUX-N ANCHOR$ OR I f M1 (2) 1/4'o SOU➢-SE7 ANCHORS.. OR SEPARATIONTO I I •�• QLA55 (2)3/Bb KWIK BOLT TZ EXPAYSIOiq K f. p U{SEE SCHEDULES ONI A ANCHORS OR E%ISIINQ 6 SHEER 15 Y 16)I (2) 5/16*6 TAPOON.XL "NOBS CUSS —r I K Daem ® H (6063-T6 ALLOY) GVSSNG�I I I §� I(2� 1/ALUMIN4CAl X3/4 NWgUGLE EA, &INE WB➢Fl( TIX Br. TLW/83ffG1Hti (M. TDP/BOITOD) S REWS. TO STO M BARCKI HI II I (Tw. TOP 8 BOTTOM) n S N ® o SECTION S1 - S1 -- S ReP. TDP/BDnBhn I I (m. TDP/emtDu) II R 1/16, { )din. u H POURED CONCRETE MIN. EA E.D.lid } 1/2'w1 1/2'wO.062'wCONT. ALUM. kei 3' min, E ANGLE W/ 5/I6.0 TAPCONS XL W/ THICK RE2UNED 5/16.0 TMCONS XL W/ '7 2 1/4' Min. 11REOUENT O 24 0.e. 2 1/4 Min. EMBEDt/B&w IO / /'•.' J PamEo DONOR E mGE aF S os WALL MOU .' I s Txlnc HXUb IF APPUCAM v •,•„ S 9 . FLORIDA SUILDINQ CODE (Non ICON VOloeity BUTNrone zone) L--4 1/2' Min. EA 1/2' Min. ED�FOR 3/8'0 CAL%-W ANCHORS ; 1 0]OIi'bL= U10 cew lm L-3- Min, ED. ' Mln. E.O.— 1I FOR 1/4'p SOUB-SET ANCHORS ; * f aars� - Nautilus L< �� Min. E.O. ' Min' EDs—P-FOR 3/r# MX BOLT TZ D!PANSCI ANCN0115 i * A.� RoR1Rg 58MNer3yabm D3/OI/1T ICI 1/8' Min. ED 3' ye' Min. E.D. 4 -FOR 511VO EA CON %L ANCHORS �a c �L E C V INC. ALC TLYNNnO mxETmxc non; u EXPERT I 26 W. ER XT"�SER�VICES INC. 17-244 IR TO CEILING f TRAPPED AND WALL MOUNTING: STORM BAR OK aTos.a�, voRr W.qe 3 �I K, SECTIONS V "' A SCME: 3/Ni• . P P.G S�° TUBE/d1TE it�W Lk. "I" u � � LRn 0 orm Min. E Min. EDG OF 6M.8 v w'�PuceBLE'I POURED WHO (C.. 3 Intl B' Min. THICK E G MCH01R53®4 END AND INTERIOR MULLIONS ©@ ®(ORIE TION 01) AND END MUWONS©k 01 (ORIENTATION B2) FOR (2) 3/4.0 KINK BOLT TZ E]�tPANSION I' Lin. E.D. AMC 5 O INT'cR10R NUWON 6 (ORIENTATION 02). EDGE Of SLAB IT APPuc+BLc 3'x3"xi/2"xD'-4' (6061-TB ALLOY) Num. ANGLE EA SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION LOP (1) 3/PI MYIK SOL TZ E%ANSO ANCHOR W 6" Mln, EMBEDMEN TO POURED CONCRETE (Typ. TOP @ BOTTOM) SECTION X1-XISECTION X1-X1 W/� (END & INTERIOR MULLION) (W/ ORIEMATION 8 1) (CX4") /2• ALTERNATIVE SECTION X1-X1 WALTERNATIVE SECTION X1 W// (OINTERIOR ��� RIENTATION 21 (4'X6') e Tx3'i'1/z'x0'-4' ••� 6' B (6081-T6 ALLOT) u n alum Alum. MOLE EA: SIDE W/ 12) ]JYO U BOLTS -�- 3- TO MULUON @ i ®u u ® ((1� J/4'0 KWI E%�MSION ANCNOfl BOLT tt 01 Q/B OE Q/8 -Of W/ 6" Min. EMBEDMENT TO POUREDCONCRETE(Typ. 4- EXTERIOR. R/8 or P R/8 or TOP a BOTTOM) R'/8 I R/8 GT e'E70Em ..,.. EDGE w s R wPLKABIE Yin. Min. E 8 I1/2' L3'x3'xt/2 0'-B'(6081-T6 ALLOY) —3'xi'xl J2'x0'-e'(6D61-T6ALLOY) X1 ' ipP/BORON) 1 1/B' M2r Num. ANGLE EA. SIDE1- 2) 3/4"0 THRU BOLTS TO MUWON h (1) Nun. ANGLE EA SIDE W/ 2) 3/4-0 THRU BOLTS 3/4.0 RORK BOLT TZ EXPAAAAAAAAAAAASON 3/4"0 BOLT T2 E%AVON(2) ANCHOR Min. EMBEDMENT TO ANCHOR. W/ 6' Yin. EMBEDMENT TO POURED CONCRETE (Typ. TOP k 1 3' • POURED CONCRETE (Typ. TOP K BOTTON ) r SECTION XI -XI W/ BOTTOM) cW MULLION ONLY) MULLION —ONLY) (r.R MR.) (Yc . 3 Lsl NIn.) ,(END & INTERIOR M ION) .(END .(INTERIOR r 6' Min, THICK REOV W ORIENTATION & 1) ALTERNATIVES SECTION XI -XI W/ a�' E OF SLAB (V,41 (W/ ORIENTATION N 21 IEDGI-- (4�%B") FOR'(1 3/4"0 RWN BOLT TZ EYPANSION 5 to IFITERIOR MULLION °� ARCH F7 'AND BOX NOT SHOWN FOR CLARITY (ORIENTATION /2). 1�1 Min. E.O. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION `Q .• C •., •? PLORIOA BUILDING CODE (Non High Velocity Bunoano ZOE ANCHORS D ENO AND INARON TERIOR & 0 )MUWONS END MULLIONI GG (ORIENTATION2�2))ND ♦, AID 4418)& . 4�EVA o]Bly mttco He � Nautilus Fl00RT0 CEILING/TRAPPED MOUNTINGIMILLIONS nOR.y....... SECTIONS WI END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION .Ap�y+s 'n E'(e'• 1Fgl. ..%44,Q1Px :: s_ �L ECi�TMe.. W"we'.'x. �w i r, l yv.'. ~ ys-emnylA 'ML1FR A 14Y! Y. PL AOMD4 Uu 0 en6L EXPERT 1 SHUTTER.OESnRU SERVICES INC. PBP S. WC¢ D NBB4 aoa, enl r4o-vose. rui 1 en-avoe w.ao w LIQi IY OIa6 P.E: 9Lpy GATE It FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS (7 OR SECTIONS W-1 (4'%8' INTERIOR AND END MUWON I Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* No. APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SrwO I/e• - 1• 90 W SIDE RAILQALL BOX NOT '•S�nl SHOWN FOR CLARITY px.'.w )SEE ALLIEWS SPAR CO ERED By E m IWALLAIM cm Sw1 MOUNTED as a SKEEI 25. (SOWED LOW, im.LION SRAOLT2 Ra SPAN SRTRLRNW): I[WUM Off 1 - RESOFNMl AND COIRDNORE APPIIC.AIANS MIN ICU P.al. NRAYOU ASO. OEM PRESSURE FIKW L 12'-0• 1104411 RUWON SPAONO. SEE SOIE LM 11 a 12 FOR ADGROWL SPECi WD ARER tlff Y - RE90ENTIR. RID COWEROV. APPUrAMO 1 W/ SE"71. LLW WY ASD. Dm PREMIRE RANi0. B' YAKRRAI WILIOTI SPACING SEE SOCIDU ES 11 a 12 FOR AOWIOGL SM IRWAQI 09 D - COIWEAOLL APPUC/1ZRI FOR AIDOW P.E. UAM9 AM DESIGN PWSSIM RAT24 B'-O. 1WA5%0J 11WRIN SPA^CW.. SEE SOMBIM 11 It 12 FOR ADDITIONAL. SPECS 14 � 'r RNATIVE SECTION XI -XI W/ CW SCHEDULE /1 INSILLLA1wN RIN SLAB iwCNN[SS WCIIOR TTP[ A SIZE MP. ror a w1t0Y) YW. ARMIN E110EDUEWf wl. EDGE. COTERIET� CASES REO'0. O/SY ww WC NUS-N SCREWY S/BY PONLR FASTE'E11 C-B%T ANENOR FOR©k® (WIETWO NUWGIS 2 1/2• k 1/T w/ ORNNTRNIN /]. 1 {• /2Y W WC HITS-H k 1/2-1 POWER FASTENER TIcz- WLT ANCHOR FOR Qy (OO k "BOB" WWAN 2• S W/ ORPHG.INW 11. 1/2•0 HILn WC NYwI SOLI TZ W6 fOP(o�k ®OIIWOR VWORS W//CIOEWAM 02)YOILON W/ ] 1/2' 3 1/2• cRISRSAM O {' 1/2-0 ww INC HOS-11 S k �/1 F PO R 1I FASIBQP 0 OR IMFfwP S• R1 (QIO WION) W/TARMR NEQWAIWNS. OR 11 2' 1/1-0 wln Tw MELT TE ONFOR W OEIEAIOR 12) k a (ENO Nk N W/ 2 1/{• J 1/e EMO TON// )RIENZAWON IE e• 1/2•{ Hlw WE M-H SINEW OR 1/2.0 PoNflI FkNE)d11 E- 00.E A *MR SEE . NOTE ON 55CCxxff00UU1l�E�IN' FOR ENO k WTEnWa LEWWR[,OJk 2• S' 25, VRID / ONEMAlIM9 /1 OR 12. SCHEDULE /2 INST MHP K k SQE (m. roP a wRO1A ANmOR� y20Y ' wc[ C w0. AAMA Lbaul {• S/OY 1"N WC NSS-N SCREW a S/S•. POAIR FASIR4R 2 1/2' T 1/2• kEDOE-wLT A'CNOR FLORRN BUILDING CODE (NOR 1119N Vef.R, H.Mc.Oe Pane) 02611 TLLTECO WO. Nautilus „OD2P,sAWN..s,2F.,1E LG Ew/t.,IT L E C O ENG. EXPERT SHUTTER SERVICES INC. 1615 SW. 01.71,10.4E STREET Pw Y ENOINE[MNO E.YNNY u: m. m WAau wnn n Tau 17-249 n-m. ��aKw m�W Pom sr. wE¢. n. 2wE{ NAY4INat l•r-ENe . rw 1rU E+1-RIN mwwo w FB-Oo00>IO Nn.�mn'A�v�u'�isL u� • 91¢11WOIf8 EDGE OF MPUC.IBLE r.MUWON DEPDYI/8' FaIII. ALUM. WOE (IOP & BOITOY) W/ 5/16.0 TAPCONS XL W/ 2 1/4' 1 4'00/4' OW BU00TX TEK SCREW6 W/ 1' Oa).x0.060' F VAMZEO STEEL 7 {' 3/ 7 4'CO. 2 1/6' Mn. EMBEOMEM O 24' ox. WASNEB O 24' o-e. ,. E.D 1' 1 'rc:oKn�NlMWKXJS / 1 I ( � EDGE IF MPUC\pLE t 1 �— /2' \ / _ — — 4' ] 3/4' Min. E.D.-1 EDGE IF APPLICABLE 1 1 I _ T CONCRETE ( IIRE17M, MTm TT6C I ] 3/4'r E DB° 2 , LEND CAP 2 POURED CONCRETE 1tl NinS/Ep.B' I (I'o = 3 k0i Min,) MN. THICK RE00. ��� POURED CONCRETE (Pee 3 k01 Min.) 4'DIIEW 4• 8° MIn. THICN REO'D. I I'QW ©OR G1 u I 2' G OR© 2 4. G OR© FXr O n I Q�8 7 3/P Nin E.. 2' €, 0/e OF A I I OF 1 4'x4'x3/6' ALLOY) e � / RR'�8 T o I I / RR'�8 F �_ _ _ y 4A4'x3/8' (6061-T6 ALLO'Q 7 um. ANGLE FA SIDE. (6051-76 EDGE IF MPUCABIE Num. ANGLE FA. SIDE. EWE IF APPLICABLE (WALL tapuNTTn sxpwN, MAY BE SHOWN, D SECTION X2-X2 W! G OR + ALTERNATIVE SECTION X2-X2 W/ n OR n+ DOS11N ^ cuss �u I ALSO INSTALLED MOUNTED & INTERIOR MULLION) n I PER SECTION R'—R' ON SHEEE S.) ,(END & INTERIOR MULLIONI ,(END (W/ ORIENTATION N 2) ztl t 16°� (W/ ORIENTATION. ly 1) (4°K6 ,is uw . E.O •, t 1 1/2°K7 1/2'KO.O62'xCOM. NAM. (6'%4° or 8`W) 7 3/4• ANGLE W/ 1/4'Ox3/4° ITW BUILDE% TO TUBE. 9g MIN.. E.O. \ TEK SCREWS ® 24' o.0 JII III— 111/2' •SIDE RAIL�NO7 SHOWN FOR CLARITY CONCRETE IN - 3 W Wrt) N 8' Km THICK REQ'D. (ftP. lm/AOD001 1 1/2' I 1 1/2' DTP. W/wnw 3/4, 4'x4 3/6'xD'-W'(6061-T6 ALLOY) Num. ANGLE MIN. E.D. N EO EO EL SIDE W/ (2) 3/4.0 TNRU BOLTS TO MULLION \ At (3/4'0 KWIK BOLT TZ EXPANSION ANCHOR ` 41/ 5' Min. EMBEDMENT TO POURED CONCRETE WALL (TYP. TOP & BOTTOM). EDGE IF APPLICABLE WALL MOUNTING: MULLIONS AORM POURED CONCRETE WALL SECTION W2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALe 1/6• - I' Hurt(w0e 1 \� 2 7 I/2" M' LIN. ED. 1 I/4' 3 1/2' CONTINUOUS POURED � CONCRETE (1'c - 3 MI Mn) 6- Min. THCKNESS REID. 0/8'or R/8 or R'/8 2'XWWON DEPTH0/8' Con4 ALUM. TUBE (TOP & BOTTOM) W/ 5/16.0 TAPCONS XL W/ 2 1/4 Min: EMBEDMENT O 24' o.0 I ( � I I EO. I END CAP I -4• ©OR G1 I EXTWR I 0/a or R/8 or A R'/8 M BURDEN TEN SCREWS 0.066' GALVWnZED WED. L4' 0.c. EWE IF APPLICABLE T-----1- 7 1/2' Min, E.D. T POURED CON (f'c - 3 ksi 6' Min. THICI REO'0. 2L• u 4. @OR Gi 7 1/2" Min, E 2' 4'M ((6081-76 ALLOY) EDGE IF APPLICABLE AWm. ANGLE EA. SIDE ALTERNATIVE SECTION X242 W! CGi OR _ (INTERIOR MULLION) NI/ ORIENTATION H 2) (4"X6" or 4"47) MAY u ON SHEET B.) 2 1/2' \ Min. CD 1 1 1/2'xt 1J2"X0.062 xCONT. ALUM. 7 1/2' ANGLE WJ 1/4.Ox3/4' ITW SUILDEX MIN. E.D. \ TEK SCREWS 0 24' o.c. TO TUBE. 1/4' 3 1/7• 13 1'/2'6- Ali 1-111I/�44• 9 1 1/4" (DP, i1PA00RN1) 7 1/2- C MIMIOUS POURED 4'x4'xl/47x0'-6'(6G61-T6 ALLOY) Alum, ANGLE MIN. E.O. CONCRETE (rc - 3'ZT­-- EO -FA- FA SIDE W/ (7) 1/2'0 THRU BOLTS TO MULLION Mn) 6- Mn. THCKL \N & (2) 1/2.0 KWUL SOLT T2 EXPANSION ANCHOR \1LEU'D. \ WAIL.. 1/4- Mi. EMBOOMENT TOP & BOTTOM). TO POURED CONCRETE EDGE IF APPLICABLE WALL MOUNTING: MULLIONS n OR (In POURED CONCRETE WALL SECTION— W-2 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION 'LICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALL SCALE- I/B• . 1• EDGE IF APPLICABLE —___ T, 7 1/2' Min. E.D. POURED CON (Pc - 3 k0i 6" Min. THICI REO'D. 7 1/2' Min. ED. l 4"x4NI/4' (6061-76 ALL" _ um. ANGLE EA. SIDE. EDGE IF APPLICABLE ALTERNATIVE SECTION X2-X2 W/_ G * (_W/ ORIENTATION N 11 (8"W) QSEE MAXIMUMQ(INTERIOR): & Q (END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 20' FOR INSTALLATION CASES I' & II' ON SHEET25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTAWITICN CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH +.60.8 p.s.f. MAXIMUM ASA. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. INSTALLATION CASE II' - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-D' MAXIMUM MULLION SPACING, VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. RAIL (D) NOT SHOWN FOR CLARITY TiTTCO wC. A(X{A :CONiMc•... EXPERTITI OAAOI Br. LL wA.w mrz 17-244 OMMO M. 51¢T IIAOI ]B G POURED IV. -3 8' Min. 1 ZN �N �a E� 01/8 z� 0 x Xi TOP/BOI Min. E Min. 0'/8 FOR (1) 3/4.0 WIN BOLT Jj EXPANSION ANCHORS O ENO MULLION a (ORIENTATIONS yT & d2). II I POURED CONCRETE 3 W M;,) fi�e' Min. THICK REWD. �� y.1i� LJI,I 1 Ills [DGE OF STAB IF AAPLIWLE I Min. E.D. l MERGB3BOLT IONPO ANCHORS 0 INTERIOR MULLIOEA RIENTATION ®2). ' ............ Mln. Lo Min I� FOR (i�3/4'0 KWIX BOLT .EXPANSION AII' n�; JV�IaV�••'ts AMC O ENO MUWON (ORIENTATIONS it & 12). IT No.4410f.? FLOOR TO CEILING 1 TRAPPED MOUNTING: MULLION't�Y� SECTION W-3 e • , 4�'�6,tItT� END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' S10NA1 It SCALE: I/B' - I- P.E. SEAL I T➢RE/OATE CONCRETE (Typ. TOP & BOTTOM) C SECTION X3-X3 W/ (F.ND MULLION ONLY) ,(W/ ORIENTATION H 1) (7'X4') SIDE RAIL VO AND BOX NOT CLARITY. o 2017 M1EL0 YS. IL ECOTET.. (2) 3/4*0 ItWIK BOLT TZ EXPANSION ANCHOR W/ 6' Min, EMBEDMENT TO POURED CONCRETE (Typ. TOP * BOTTOM) (INTERIOR MULLION ONLY DING CODE (Non TBOh ValoCity Runn=0 Taro) Nautilus RoR)ng32ud"sylTOm UTTER SERVICES INC. eE OLWORE STOOD I7-244 9'N. T. LIKE. R l'w O•ar0e . m: HIM m-OM wRRn ti 5114T L] aIM Min. E.O. EDGE OF SLAB MSEE SCHEDULE IF MPPUdBLE /X//////// pr/8 (DP. e EDGE DF SUB GILnn. E.D. —(SEE SCHEDULE Min. ED. SEE SCHEDULE 11)-I EDGE Of rff APPL 7MREDTE ). 11. (DA 2sEE SCHEWLE 11) ALTERNATIVE SECTION X3-X3 W/ CGS [W/ ORIENTATION 0 2) (2'x7' INTERIOR MULLION ONLY) U CWICRETE SCHEDULE 01. I EDGE OF STAB JIF APPU0MiUE Miti E. SCHEDULE 1U FLOOR TO CEILING / TRAPPED MOUNTING: MULLIONS G3 SECTION W-3 0 TO SGLE: 1/6- . I - • SIDE RAIL OWN AND BOX NOT SHOWN FOR CLARITY. A:71(VT SEE MAXIMUM ® (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE IV FOR INSTALLATION CASES 1, Is Ec U ON SHEET 25. (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): INo'fAUAMON CASE I - RESIDENTIAL AND COMMERCIAL APPUCAT16NS WITH ±60.8 p.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. ISTAIMON CASE In - RESIDENTIAL AND COMMERCIAL APPLICATION W/ 360.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, a'-O' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTA.)AIICN CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, e'-0' MAXIMUM MULLION SPACING. SEE mucni n C M. mo AnnRInNAI FiPFCS. SCHEDULE #1 INSTALLATION THICKNESS TYPE d SIZE TOP BOTTOM) YIN. ANCHOR EMBEDMENT EDGE MINANCHOR OISANCH FOR DISTANCE CASES REO'D. �• ANCHOR 0/8'0- HILT] INC HUS-H I {. 2 1/2' S 1/2' 3/6-0 POWER FASTENER WEDGE- BOLT ANCHOR 4 4, 1/2.0 HILTI INC KWIK 2 1/2' 5 1/2' BOLT TZ B B, INC KWIK ] 1/4- 7 1/2' 0 LT RILTI 02017 TLnGO ILL No.44167 , , DWG CODE (Non High Ve GCIIY RunlOM 74ra:) Nautilus `"" °" R011IngsbOftaY3yslem eN]Vn oan UTTER SERVICES INC. LW. RILIYgiE 51RF[f 17-244 W. WOG. R 34904 pypp ,y ro-RAO. rw 1a)1-a+a ,... 'a scan Imam i IF APPUCABLE 2".MUWON 0 PTHXI/B' Ccni. 5/ie-0 TAPCONS XL W/ 22 N/4'{ 2 E. Min. EMBEDMENT O' 24' c.c. 4" Min. E.D 1 1/2' rA 7" NIMNJS. POURED "k). 10' 8" Min. THICK REO'D, \ END CAP d 7� CONTINUOUS POURED, CONCRETE (FC a 3 w MM1) \ 8" IA . TACK TWO. \ r 1 1/2- 7 3/4" MIN. E.D. \ EDGE IF APPLICABLE .4. D (WALL MOUNTED SHOWN. MAY BE ALSO INSTALLED TRAPPED MOUNTED PER'SECTION O'-0' ON SHEET BJ DT m r1 1/2"XI 1/2'Xo.062"XCONT. ALUM. ANGLE W/ 1/4"PX3/4' RW BUILDEX TEK SCREWS O 24' O.C. 70 TUBE. 1/2' 1 t/z'� Im.Tro/eolmry WALL (IYP. TOP k WALL MOUNTING: MULLION IM POURED CONCRETE WALL SECTION W-4 R WALL MOUNTED MULLION INS SCUEi 1/e' - I• Alum. MOLE TO MULLION ON ANCHOR it EDGE IF APPLICABLE T----- 7 3/4' Min. E.D. POURED CONCRETE (Fc - 3 kfil Min.) —� 8" Mln. THICK REO'D. 7 3/4' kn. EA. \ { RC,3/8' (6061-76 A um. ANGLE EA SIDE EDGE If APPUCA6lEI SECTION X4-X4 W/ �? ,(END & INTERIOR MULLION) (W/ ORIENTATION N 21 (4%7") • S1DE RAIL Q NOT SHOWN FOR CLARITY 0M017 %mo m EXPERT OMH Im Xe neAM.m oArz 17-244 M. 6 vox? 13 v» EDGE IF 3 4 3/8' Min. E.D.\\\\, \.. CONTINUOUS POURED TE (fe J Id !Art) CONCRETE F^ I 1FAGKNE55 �D RE FEA'D.'D. �o LL LIGON GLASS Wg 2d 5 N4P i� \\ Min. ED 4 3/8' 3 UWON OEPMXI/8" ConL I. TUBE OOP & BOTTOM)7/4"Aal/4" OW BUII P TAPCONS XI. W/ 2 1/4 W/ 1' O.G.a0.O80" 1 EMBEDMENT O 24" o.c WASHER O 24" C. I 1 I I I ENO CAP D((WALL MOUNTED SHOWN. MAY D bE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-O' ON SHEET B'.) DDE ROR 1 1/2"A1 1/2"n0.062'ACONT. ALUM.. ANGLE W/ 1/4'0a3/4" RW-RUILDEX TEX SCREWS 0 24" o.c. TO TUBE, 4 31/8• T ` .,(2) 3/8'P KWIK BOLT TZ EXPANSION ANCHOR ,IN, E.D. \\\ WYL2'(M�: EMBEDMENT TO CONCRETE EOCE li APPLICABLE GIX0I as POURED CONCRETE (fe - 3 Id Mm) B" MHu THICKNESS REID. WALL MOUNTING: MULLION �a3i POURED CONCRETE WALL SECTION W4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION ISLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTA SCALC 1/0• v 7' P.E. EDGE IF APPLIMI-Ei 4 3/B" CONTINUOUS POURED CONCRETE. (N " 3 Id 8"'EEn. THICKNESS REO'D. ERIOR 4 3/8' EDGE IF APPUCABLEI/ SECTION X444 WI ;(INTERIOR MULLIONI (W/ ORIENTATION H 21 (2"0") O SEE MAXIMUM '®(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.6 P•s•f• MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE. W/ HIL71 INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. iWAUATION CASE Q' - COMMERCIAL APPLICATION FOR 2100.0 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. B'-O" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/HILTI INC KWIK BOLT TZ ANCHORS. A. T SIDE RAIL DQ NOT SHOWN FOR CLARITY ^�GENSf' FLORIDA BUILDING C01 N0.44167 `:11 omn n= INC. Na 1A1FOF j t�, IL EC01xe. EXPERT SHUTTER ceuH ec IR aeun wrz 17-244 mnXa w 4Nm lu m" STEP 1 OBTAIN JOB SPAN 'L'(S) OI PROT&S.D. DESIGN PRESSURE RATING ECT T(SEE GENERAL NOTE 02 SHEET 1).RTHE OPENING AND DESIRED SLAT STEP 2: ENTER TO CHARTS (Ia. Ib & Ib'). THRU IC ON SHEET/& TO DETERMINE; BASED ON AN 12' -- SLAT SLIP On). ANCHOR TYPE AT 61D@RAILS,A.S.D. DESIGN PRESSURE RATING (P.s.t); THE REQUIRED MAX SLAT SPAN'L'M1. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.O. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE; INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LM -THIS IS THE MAXIMUM ALLOWABLE SLATSPAN FOR WHICH A GIVEN lfr SLAT SLIP MAYBE USED. FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. • MINIMUM REQUIRED SEPARATIONTO GLASS IS PROVIDED ON CHARTIO: PROVIDES SEPARATION" TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). STEP4IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULUONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, PROCEDURE 4a: IF STORM BARS ARE USED 1 CINIMUM SEPARTON HART Ia, ON SHEIET /5�IT.SHALL BE MEASURED GLASS FOR SLATS IF FROM ORM BARS ARE USED SHALL BE BASED ON ROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 WI A.S.D DESIGN LOAD: STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3ON SHEET23, WITH A.S.D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP .& BOTTOM, OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B &C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1, MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON CHART Ia ON SHEET 16. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER SCHEDULES 1aTHRU 2c ON SHEETS 24.25& 2S W/. AS.D. DESIGN LOAD: MAXIMUM MULLION 3 TOP & BOTTOM F R FLOOR TO CEILING 13 &(TRA�,,laA �QQED OOR B VUIRLL OUNTINOS OF MULLIONS INTO ED MULLION CONNECTION DETAILS AT CONCRETE FOR A GIVEN MULLION TYPE(®. •�Cy. & F+,�). PROCEDURE 4e: IF BOTH STORM OARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Ia. ON SHEET 15. T SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.SD. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES 1a THRU 2a ON SHEETS 24.25 &28 W/A.S.D. DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MW(.. 12', S' OR T9, AND DETERMINE MAXIMUM MULLLIIOPAN MULLION W/ALLTYPE &O AWONOERPOLATION IN BETWEEN SPACINGS FORAGNEN S. SEE SHEETS 10. 10A, IT. 11A. 12,12A, 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING ��yTR-pqpPED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE( Q,V s88). • PROCEDURE PER STEPS'1 THRU 3.IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS20 &21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. i k4. 44167 l a aon �n�a we. EXPERT CODE INC. SLAT PERFORMANCE CHARTS Ia. Ib. IV &..IC: (ONLY VALID FOR 1/2" SLIP) FORA GIVEN A.S.D. DESIGN PRESSURE RATING(P.9.f), PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR VWO CHART Ia CHART Ib CHART Ib' CHART IO. V6E THE ASA. Lnw USE MAMILIM POSITIVE Aga MAD VADE 318"OKWIKBOLT3ANCHOR POURED CONCRETE 51i8'DTAPGONXLANCHOR 6/78'BTAPCONXI:ANCHOR 16 u80uT Twmc0l.muADc oSCX 7o Pwnm w1xn616 MAX A.S.D. MAIL SLAT SPAN "LMAK? (FT) SLAT SP 'L AMU' (FT) MAX. SLAT SPAN 'LMAX.' (FT) REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) DESIGN RESSURI RATING (V9Q xwt IIOVXT ffi M10 t rvAPPm IDIA.7 ffi II010 t aun-0Irt MNMf Y/( SQ # # YOOM x/Q ffi NOI®► rwt IWVNf ffix01Ci 4 1IINi+m Yd1M IpIW ♦ ortn-ort AL MI6 # 9ua0-am YWM x/® SR MCRS t xlu MWXf SQ IgIOF lR�tcm mm ffi IO16 # ono-aul I MT5 ffi�J t -a0 MOIM W/Q '0L Igl6.t W/o STORM BARS W STORM BARS 1Sma ZONES3x1N0{J(WE 1 ;MI MIND: ORE 30.0 20'-0' 15'-4' 20'-0' 20'-0" 20'-D" I61-4" 20'-0' 18'-0' 20'-0' 15'-4" IW-0" 15'-0- 1" 14 1 2' 8" 7" 35.0 40.0, 20'-0' 20'-0' 15'-3' IW-2' 20'-0' 19'-7• 18'-0' 16'-6' 20'-0" 20'-0' 16'-0' 14'-5' 19'-0' 17'-4' 16'-3" 14'-10' 20'-0' 18'-11' 15'-0 14'-5' 161-3• 14'-10' 74'-0' 12'-B' 1' 1' 14 1 2' 14 1 2' 8' 6' 7" 7' 45.0 20'-0" IS'-0' 18'-0' 15'-3" 20'-0' 14'-2' 18'-O' I3'-9' 17'-4" 14'-2' 13'-9' 12'-0' 1' 14 1 2' Be 7' OOA 20'-0' 14'-10' 16'-9' IC-2" I9'-i' 13'-1' 14'-10' 12'-10" 16'-2' 13'-1' 12'-9' 11'-0' 1' I{ 1 2' B' T 65.0 20'-0' IV-B' 15'-8' 13'-4' 17'-8' 12'-4' I3'-1P 12'-I' 15'-0' 12'-4" 12'-D' 10'-8' 1' 14 1 2' 6o 7' 60.0 19'-5" 13'-0' 14'-9' 12'-7' 16'-8' 11'-8' I3'-2' tt'-6' IC-2' 11'-B' 11'-4' 10'-0' f" 14 1 2' 8' 7' 85.0 18'-4' 12'-11" t3'-11' 11'-II' 15'-9' 11'-0' 12'-5" 10'-11" 13'-4" 11'-0' 10'-10' 9'-8' 1' 14' 6' 7" 70.0 17'-4' 12'-1' IN-3' 11'-4' 15'-0' 10'-6' 11'-10" IW-4' 12'-9' 10'-6' 10'-4' 9'-0' 1' 13 1 2' B' 7' 75.0 80.0 IV-6' 15'-9" 11'-7' 11'-0' t2'-7' 12'-0' 10'-I0' 10'-5" 14'-5' 13'-7' 10'-0' 9'-5' 11'-4" IT-10" W-11' 9'-7' 12'-U' 11'-7' to' -a' 9'-5. 9'-10' 9'-3' W-10' 8'-6' 1" 1' 13 1 2" 13' 6' 6' 7" 7- Sax 15'-W 10'-6' tt'-7' 10'-O" 13'-0' W-3" 10'-5" 9'-3 1V-2" 9'-3. 9'-0' S'-3' 1' 13" '6' 7- solo 14'-2' 10'-1' tY-2' 9'-8' 12'-B' B'-10' TD'-1' 8'-11' f0'-9" 8'-10" 8'-10' W-0" 1' 12 1' 2' 6" 7' 95A I3'-S' 9'-B' 10'-9' 9'-4' 12'-0' B'-b" 8'-8' B'-Y 10'-4' 6'-5' 8'-8' T-9' 1' f2 1 2' 6" 7" too, 12'-9' 9'-4' 10'-9' 8'-1' 1I -e' B'-{" 8'-b' W-4" I9'-O" 8'-4' W-3' 7'-6" P 12" 6' T 105.0 12'-2' 9'-6' t0'-1' B'-9' 11'-3' 8'-0' 8'-2' 8'-2' 8'-8' 8'-0' W-0' 7'-4' 1' 11 1 2' 6' 7" 110.0 11'-0' 6'-B' 9'-9' 8'-e' ID'-11' T-10' T-9' J'-R' 1' 11 f 2' 6' T 11'-1' 8'-5' 9'-6" 0'-4' 7'-B" B'-81 7'-8' 9'-D' 7-8" T-8' T-0' 1 2' 8' T 1]0.0 10'-8' -0'-1' '9'-3' B'-2' 10'-3' T-9' 8•-5' 7'-6 B•-11' T-5' T-5' 6'-10' 1' It' 6' 7' 10'-2' T-9' 9'-0' T'-11' 7 -2' W-2' 7-4' 6-8' 7-2' 7'-3' 6'-8' I' 1f' 8' 7" 9'-19' J'-6' 8'-9' T-9' 9'-B' 7-0' 8'-0' T-2' 8'-S' T-0' 7-2 6-6 6'-6' 1' 101/2' 6' 7" W-5' J'-2' 8'-6' T-T 8'-6' 6'-10" 7'-10' T-1• e'-2' B'-10' 7'-0' 6'-5' 1• Ix t/2' 6' T 9'-1' 6'-11' e'-4" T-S' 9'-f' - T-8' 6'-11' 8'-0' - 6-10' 8'-4' 1' f01 2' 8' 7" K14(,�O W-f0' e'-2' T-3" 8'-10' T-6' 7-10' - - T 10' 6' 7' 8'-6' e'-0' 7'-2' 6'-6' T•_4• - 7'-8'1' 10 6' 7' 8'-J' 7'-10' 7'-0' 8'-3' 7'-2' - 7'-T - - 1" 10' B W-0' T-8' 8'-10' 6'-0' - T-1' - 7'-0' - - - 1' 10' 6" 1. * NOTI"i+ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k IS INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'0 KWIK BOLT 3 ANCHOR OR 5 Wo TAPCON XL ANCHOR, INTO P UREO CONCRETE OR GROUT FILM CELL CONCRETE BLOCK, OR WITH 1/4'0 TEN SCREWS AT MULUONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. .MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED 81' LINEAR INTERPOLATION BETWEEN END VALUES. CODE WALL MOUNT SLAT SPAN :RANGE Ot. PFESSUK WING wa G 0'-4' } > 4'-6' } > 5'-8' } > 6'-7' } > 7'-9' } > V-12' } > 12'-16' } > I6'-20, } s00.0 9" S. 9' 9' 9" 9" >41-69 9. 9. . 9. 7'>61-60 8' 9' 9' e" 5 5 8' 5 5/84 >61-195 9'9`'B &77" 1/2' 5 5/8'>106-120 9"'' 6'>121-10 9° 9" 9' 6">141-160 B' 9' 9' - - - TRAPPED MDUNT SLAT SPAN DANCE oar++. PIRESSM0'-4' } > VS' } > 5'-6' } > 6'-7' } > 7'-9' } > 9'-12' } > 12'-16' } > 16'-20' } s ]OA 9' 9. 9'- >51-40 9- B' 9' B' 9'- >et-6o- >61-105 9' 9'- >100-120 9' e' 8 1/2' 8' - - - >121-110 9' 9' H' 7' - - - A41-160I 9' 9' eT 8' - - - - BUILD -OUT MOUNT SLAT �SPAN� [o] f TE- MA%. SLAT SPAN FOR A GIVEN A.S,D. DESIGN PRESSURE RATING SHALL W= EXCEED MAX. SLAT SINDICATED ON SLAT PERFORMANCE CHART ON SHEEP 15. SLAT SPAN RANGE DESIGNE-W 0'-4'} > 4'-5' } Y 5'-8' } > -6'-7' } > T-8' } Y 9'-12' } > 12'-10' } > 18'-20' } E E E E E E E E E E E E E E 9' 9'9' 9" '9°'9•. 9' 9' 9' 9" 9' 9` 9' . 9' 9' 9. 9' 9' 9.9. 9' 9' 9' 9' 9. 9' 9' 9. 9' 9' 9' 9' 9' 9. 9'9''9`9'9"7' 9' 9. 9' 9. 9' 9. 7 1/2' 9. 7 1/2 9. 6' 9. 5 5 8 9•7 7` 5 S/e` 3 4 6' 5 5 8' T 5 5/8" 5 5/8' T 5 5/3' 5 5/8' 5 S/e 5 5 8' 9' 9'9'9''9" 9' 9' e 9 9 9' B' 9' 9' '7' 5 5/B 5 5/8' 5 5/85/B 5 8' 9' 9' 9' B' 9° 9' 9' e 9 B B' 6 i 2 6 3/4' 6.Ve 5 5/B 5 5/0 5 5/e 5 5/8 9' 9' 9` 9' 9' 9' H` 9' 8' e` 8' 6 1/2 6' 6' 5.5/e 5 5/B' S 5/8 - B'9'9'B'9" 7 I/2 8' 8" 6 1/2 B" 8' 6` 5 5 8' 5 5/r 5 5/e 9 9' 0' 8' WALLMOUNT SLAT SPAN RANGE 4' 1 'e' > 4'-6" fi > S`-e' 1 8"'8" > B'-T 1 > T-9' 1 ' 1 > 12'-16' 1 7 1 2' > 18'-26' 1 S 1/2' E�W-4,v ` j4l 4' 3 3/4' "8"8'6' 7" ` 3 3 4' - B"8'B"6 i 2' S' ' 3 3/4'8'8' 5 1/2" 4 1/2' 4- - 8' 7 i/2' 6' 4 1/2" 4' 4' - a. TRAPPED MOUNT SLAT SPAN RANGE 4a0. 1f0 PANW I > 5'-8' 1 > 6'-0' 1 > 7'-9' 1 > 9'-12' 1 > 11'-16' 1 > 18'-20' Y' 6 3ao 6' 6' 8' 6" S. 8' 8' 5 1/2- >31-40 6' 8" 6' 6- 6' 6' 5 1/2' 4 1/2' >41-60 6' 6' B" S 1/2' 4- 4' >6t-BO 8' 8 6" 8' 6" 4' 4' - > 6 6 3 3/4' - >toe-12 6" 6" 5. 4" 3 3/4- 6' 5 3/4" 4' 3 3/4' >141-1w 6' 6" 5' 3 3 4 3 3 4" - - - Al III O.OI IT MOUNT SLAT t­SPAN---1 EO� t M. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NE16iR EXCEED M. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEEF 15. SLAT SPAN RANGE ram® 0'-4' i > L'-5' } > 8'-6' } I > 8'-7, } Y 7'-9' } > e'-12't > 11'-I B' } I > 18'-20' E OEE E E E E E E E E q 6" 6' 6" 8' 6' 6' 6' fi' 6' 6' 5 1/2' 5 1/2' 4 1/2' 4' 4' 3 3/4' s 36.0 6" 6' 8' 6' -6" 6' 6' 8' 6' 6' 6- 5" 4" 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4" rsl-w S. 6' 6" e" 6" 6' 6' 6' 6" 6' 6' 6" 6' 6' 8' 6' . 6' 4' 4- 3 3/4" 3 1/4' 3 S/4' 3 3 4' - - - >41-w 6' 6- 8" 6" 6" 6" 6' 6- 6' 5 1/2 8" 8' 6' 6' S. S' S' 5- 4' J 3/4" 3 3/4" - J 3/4' J 3/4' - - - - >81-w 6' b' 6' 6' 6" 8' B' 8' 1/2' 4 1/2" 3 3/4 3 3/4- 3 3/4- 3 3/4' 3 3/4- 3 3/4" - - - - - - - >81-105 �6' r 6' 6' 6" 6" 6' 6- 5 3 4 4 - - >106-170 6- 6" 6- 6' 6- 5 1/2 5 ] 4' 5 3/4 i 1/2 4 1 Y 4 F 2 3 J/4 ! 3/4" 3,]/4" J 3/4' - - - - - - - 6' 8' 5' 5" 4' .4 3J4' 4 3J4' 3 3/4 4 1 2 4 1 2 3 3/4 3 3/4- J AJA:- rnt-1w >RI-tw 8" fi' 6' S' 4 1 2 4. 12' 3 3/4 4' 4- - 4' 4" - 3- a C "17 141ES0 M EXPERT tl1011 R. LC mrt INC. n-zaa Ose>sq w MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING W/ 511611E TAPCON XL ANCHORS. TO TYPE WALL A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE } GROUT FILLED CELL CONCRETE BLOCK WALL MOUNT0 SLAT SPAN RANGE OEM t MTV(. SUT SPAN FOR A SUT GNEN A.S:O. DESIGN SPAN~ PRESSURE RATING SHALL >81 [�� ypEB EXCEED MAX. SLAT SPAN INDICATED ON SLAT 8. PERFORMANCE CHART ON tLI AT U DEFINITION SHEET 15. TRAPPED MOUNT BUILD -OUT MOOEM High Yelxity Gurricann Z.) \\t''� ••••••••• •.��(/J.'-.• FLORIDA MtWINC CODE (Non •, �` . , ON17 K,1Y0M Nautilus W.- ° �' ,r.' NO. 44167 t '>♦' i •e ( IL E C C 311c. Houmsmcff"SIF am. oenVn lun "A EXPERT SHUTTER SERVICES INC. O i p \• �/ V �(y l Q' \\ TILLD. tt51IN0 Y MOINLLPWD CDYP1 tm M.� a, rm, vwu aalNn a vYt D�.>p.Ie eDmpn.fu. 1616 SW. D�LTMRE SIPEET PoRf 51. LWE. R N98{ 17-24{ C'tf •.. RIDP,.: • �I�'/ d L-i �t ♦n .- m la.cm°a.�• Lg-pp9nT9 Pmnnroo6l s.P.Pm..+.c Iml mo-aw 6unx01` V P j1t WN.I[a A. L. PL 0 SXf[f IB olan P R0NlD 'Rt114E {paf.) > 4'—S' } > 0'-@' } > 0'—T } Y J'-6' } > 6'-12' } > 12'-18' i > 10'-20' } P7' >et -ea g" 7 7 2 7' S 1 2' - - s141-IM 5' 4" - - - - - Of9Dt1 P �IAE PAl10E (w.tJ s 30.E SLAT SPAN RANGE 0'-{' } > {'-b' } > 5'-@' } 8` > B'-T } > y-0' } > 9'-12' } > 12'-18' } > 18'-20' } _ >@t—ID9 8' 8' 4 1/2' — — — >tDe-t10 6° 6' S i/2' 4' 4 1/2` - - - >tat-uD B" 5' 4 t/2' 3 3/{' - - - SLAT SPAN RANGE {'-6' i > 6'-8' 1 > B'-T Y > J'-B' } > g'-12' }. > 12-181 } > I6'-20' } f 0'-{' T > E E E E E E E E E IiNWE- 6' 6' 8' 6' 6' 6' B' 8' 8' S //2' 4' 4 I/2'. s JOA 6' 6' B' S 1/2' S' {' - »1-!D 6' 8' 8' 6' 6' 8' 8' 8' 6' 8' 6' 6' 3 3 {�- 5 1/2' fi' 8' B' B. 8' S I/2' '4 1 2- >e-eD 8' B' 8' 6' 6' 6' S 1 2' >Bt-eD 6' e' 8' B' 8' S 7/2 5 f/2`'5 4 2' 4 1/2 5' 5' 4' 4' 4`- - - - - - - - - - >0t-IDS 6' 8' 6' 8' 6' S 1/2 5 12' 5 1/2' 4 1/2 3 3/{ - - - - >IDe-120 6' 8" 6° 5 1/2. 4 I/2 4 1/2" 3 3 4 - - - - - - - - - aat-140 6' 6' S 1 2 4' 4' - 3 3 4` 3 3 4' - - - - - - - - SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (LblFT) ACTING AT JAMBS FOR AN A S D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) �SPAN� slaty O� *ymE: SLAT SPAN DEEINITION R6RALL8ETHE MVEPJ YTHATDFSTINGSTRUCCTOROR DESIGNEOLOERTOVERIFYTNATyFORCES SUPPORT Vx OR ESSTRUCTUREIS YTBOTH SINPOUNDSPER HEIGHT UNIT FOOT OF SHUNTER HEIGHT AT BOTH UNITFDESIGNEDFOOT JAMBS. SEE IHIS SKEET FOR Vx &Vy VALUES Vy SIDE RAILVx Wry•, Vy I';�ti' ` FLORIDA BUILDING CODE (Non High Valocib Rurtlulw Z.) ND.4d181 t o20l7tCMSD m Nauiilus °[LZ * 1 '�' P �' g RWIMn9QLOfMrSyabm mM/n •^.' I L E C O FFLc. -((N. �'•/Tlluµ\,• :' TIWL I[[11N0 tl [N6WLLPINO GOYPAl1Y f.. r \ ua xP m x, [. +v. W[J0. w6ai n vlu ae. I.af .-,atl: R. • Ianpl-.vl EXPERT SHUTTER SERVICES INC. Kin S.W. BWIY n. SNW.ET um — L/-244 �,� ���I,1\\ /ONAIE r ik twn Uan ) 6-uN1 . Tw f1AI mi. pUMn Iw . )11 P.E. 6EA1/514Yi�AAi DAtE -0006,11". NBIIP`�: j. P.L. ROwOA l4' / u1W n � SNU) )vaP 96 IAxGIUN SLAT SPAN .RANGE A.S.D. D('dlcN pry�DryE , 1 0 —4 1 > 4'-5 , � > 5 —6 > 6'—T 1 1 > 7 —9 � > 9 —12' ' > 12'-16 I > 16 —20 lanr+c (Ds0 Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10. 10 75 1.65 90 238 105 421 135 594 180 999 240. 1390 300 >31-40 10 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 290 150' 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 p2l 616 200 767 240 796 280 1007 360 1695 480 2422 800 2547 596 >81-105 123 5502637113151142368137247320095912492>106-1203137283008813601345420T567540112640—>121-140552 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 761 320 1186 400 1322 460 1873 560 1740 640 — — — — — — SLAT PERFORMANCE CHART IbI & ICI: (ONLY VALID FOR I2'SLIPI SLAT PERFORMANCE CHART IIbI & IIC1aONLVVALID FOR 11a•SLIP) M I UMS D NIMUMSEPARATION TO GlAS9 FORA GIVEN WOOD GNADE A.S.D. DESIGN LOAD G b.0 SLAT SLIP 118• AND FORA GIVEN MANMUMABA. DESIGN PRESSURE RATING (WLQANDSHGTtRMOUNTC=MON FOR FORAGNENM1WIMIUN0.9.0.0E81GNpRE89UPEMDNG(A40AN06HUTIEAMOUNFCONmRON FOR ��D RJTI GT3'PP VU rum SfOOFHAMES WALLS... STUDS .... mina RPtow m9TAWIRONevMO BiORNBMSPERGETAIL28ElOW S PERLMHAT(ONSONLI TAIL) crNARr lb b7bi CHART ICI CHART IIbl °� wl CHART HCl MiMWMN v1IE n®I ImmE w01SD0AS A20.IAO I�YA1waw)Flut AiA. )DID VANS IS 1MnlY IFux MNm1 f091MS w0 NmQME A9A IDO AeA VALID LOW VAUID BH8'R TPPCN XL ANCHOR WIN. SLAT SPAN •LW�' {rk) B/18'O TAPCON XL ANCHOR M SPAN PAN 'LYPA• (n) MAXIMUM MAX. SLAT PAR ,• (Iq IN. suww N TO Irsrlm ro Brx a MAr p.) MOmAIY REQUIRED MAx. SLAT PAN 'LuuL' CR) RmiBD YM. APNWSN roCLAW ro B'cLa Du CM) � BELL MORT 9mOe mom EI NR A WRn-P2r NmpA aPAP•PP ' w o S(meN BRIG FaRupsMu WO Ioir Nmoe MW1wB�a� ® NRYA awm w OsmRM.aly^ /NO Zm69 1-3 1TID'ZONE a 8 1 SB-J'e'-T'33) 33.0'Y T'-V T-9' -3 1' B 1 e Y tO-O' ID'-0• lD'-0' ]-9' 1' 8 1 2' Y ]'-]' ]•-Y _0• t-6--r 1• B 1 e'45A 40.0 Y IV-D' 10'0' IO'-0' ]'-5' 1' B 1 40.o 480 w py ]'-r 19'BOB ^ ID'-0' Iw-0' IO'-0' ]'-Z' 1•812' 80.0 ^ T-]' i'-r -8' I' 8'no ^ 10'-0' IP-0' lo'-0' Y-0' i' 8 1 2' BBOw fi0.0'w )LJ' i'-]' ]'-1' V-r '-4' '-1' 1- 1' B 1BOAw 8 i B' ^ 10'-D' 0'-0' IC-0• 10'-0' f0'-0' la' W fi'-9'r W-9' P 8 1 T 81 2' SLAT PERFORMANCE CHART JUL, )ONLY VALID FOR VV SLIP) FORA GIVEN MWtlMW ASO. DESIGN PRESSURE PAM GAD 18NVME0.MOVNT CONDMION FOR INBTALLA NON8 W10 STORM BARB PER MAIL 2 BELOW CHART IIIbl USE CHART MCl UA M1m m w ® T09AR ND M m ND0 IRS NAOMM POST Ab.0. 1010 V/1!111 $11610 TAPCON XLANCHOR UN. SLAT SPAN •LW.• UU uNaAM �, MAX. AAT PAN 'LMML• (n) RFAIw80 W. SFP/WM TG GASS M612✓m To E1m1 OF SLAT(n) R �N®�I T T YIMa )PIMA AmOA A 0H1A5 wAA6 AW04IM1E DOA • ]-8' T-8' i- - I. B 1 8' 3B.G Y i'-2- P-2' ]'-2',. S-44' I. at S 40.0 4aG BOA ma ^ b'4' V-r w 5'-7' 1' no w a'-1' W-1• B'-1 1B' 1. DETAIL2(ELEVATION) SLATPERFORMANOF CHART IV: (LESS THAN W SLIP) FOR ADM AS.0. DESIGN LOAD TPAIA SHUTTER MOUNT CONOTTION INCLUDING ANCHORTYPE AND FORINSTALLtT10NS WR) STO0.M BARS PER DETAIL 2 BELOW 8118'0 TAPOON XLANCHOR USE 02"Im ANDxB1ATREASA. FR'I'IMII oM' NQID MUD. LONG ASO. LDW YILIIS MAX SLAT PAN 'LIwL• Iwo SLAT PAR 'LAwL• ymrAglM2nl m� �-lamm O B 2(� �y•�1qM�M2N�1rf�o-8r8/a.n m M-6 1ri�N8l1s1AIu�1•(aA m W/o wm ENDS 1-3 W9N4MIIC A • 6'-B ' 0•_U• 1• 5• .T5.0 Y E .8•-J' w 3'-t0' B._0. Br_t. BOO w b'-3' MAXIMUM A.S.D. DESIGN LOAD VS WOODGRADE SCHEDULE: • %UD FOR. CDAAS-WR-SOUM (0-0.45) s e Y VNID FOR DOISAS-I !D SWBFJdA. ^ wm FOR SOUSIM I3 AT SPAL. - N DEFINITION 1 5 INSTALLATION INTO WOOD FRAME STRUCTURES t, F � T 44587 IB MGQIMI wRIR ■11m1 RS91M[ w01rtAAS ASA iA0I "m NAY 9A SRN) NR 5W' �W In roBI�OF� ro AAUX -Law (n) . WOOD GRADE SIMON kNt 1110-P PII•IAw W 0 51d01 O' SEE R� YOIM wM r S A wm NFD k oe ® J s SOUTHERN PINE /2 G•0.55) 60. 4'-5' +'-B' O-0' I. 5 1/2' DWBIAB-M-SOUR) (C•0.46) 80 Y-5' �'-5' CE POE -RR -SON C-D36 60 4'-5' 4'-5' UAT SOAN OEFINITWH T DETAIL 1 (ELEVATION) A N07ES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. T WOOD SPECS GIVENS ONADDETAILL TO B AND)LT PROVISIONS ENCTLY IN ACCORDANCE CHAPTER OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". G 2017 T3Rt0 BIG. CO OM4 SP Lc M/X INC, o I7-244 W. N. F' Him 2D sr WALL MOUNT & BUILD -OUT MOUNT TO 2"X4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WOOD GRADE SLAT SPIN RINSE nA9°uw°u cf-w SOUTHERN PINE 82 (G=0.55) s 70.0 6' 40 6' 50 B. 60 S. DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6' 40 6" SPRUCE HN0.J6ETR-SOUM C= s 30.0 6" WALL MOUNT TO Z'X6" WOOD STUD WITH MINIMUM I& PLYWOOD (SEE DETAIL 2 ON SHEET20) WOOD GRADE wnw' SLAT SPAN RANGE a,m4'•><m4•>4m4 •s4mY'>Yb4 �>4m10' SOUTHERN PINE #2 (G=0.55) 6- 6'6'6"6"6' 6`6`6' 6"6`4 3/4' P4O 6''6"6'6"4 3/4` 3 1/2' 6` 6"5.3 4' 5 1 4' 3 3 4` 3" DOUGLAS-RR-SOUTH (G=OA 6'6'6`6"6`6' 6.6"6- 5 1/4' 5 1 4' 4 1/4' PINE-RR-SWTH G:O.JB 6' 6' 6- 6' 6' 5 1/4' BUILD -OUT MOUNT TO 2"X6" WOOD STUD WITH MINIMUM 10 PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE „».. SLAT SPAN a-4' > f-5 > 5-4 • RANGE _> 4 Y > Y-' > a -la 6' 6' 6" 6' 6'fi' 6`'6' 6- S 3MO SOUTHERN PINE 12 40 6'6`6'6`6'6' t�� 6''5 1/4' 5 1/4" (G=0.55) 59 -6' 6'6'6° B" 8' S1/4" 5 i/4" 4' 4'60 6"6"6`6"6 6 5 3 4" 5 3 4' 4- 4' 3' 3" DOUGIAS-RR-SOUTH s 30.0 6' 6" 6' 8' 4" 6' 6- 6' 6' 6' e' 6' C=0.46) 40 6' 6" 6' 6" 6' 6" 5 1/2' 5 1/2" 5 1/2" 5 1 2" 4 1/2' 4 1 2" SPRUCE =0.36R-SOUTH =0.36 s 30.0 6" 6" 6` S. 6" 6" 6' 6. 6" 6' 5 1/4" S' ✓. mm MAX. SPAN FOR SLAT FOR A GIVEN A.S.D, DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. MAXIMUM BAR SPACING (F) A.S.D.STORM DESIGN P RXIINo E 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" 11`-0" it'-o' tt'-D" It,_O" 11,_0" 1t•_0" t1,_0" 1t'._0" 111_01, 35.0 it'_0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" I1'_p•,.. 40.D 11'-0" 11'-0" 11'-0" 11'-0" i i'-0" 11'-0" 11'-0" 1.1'_0" 45.0 11'-0"-0" t 20 60.0 Lt'-0" 11'-D" 11'-0" 11'-0" 11'-0" 11'-D" 11'-0" 11'-0" 11'-0" 11'-0" r 55.0 11'-0" 11'-0" 11'-O" 11'-O" 11'-0" 11'-0" 11'-O" 1I.'-0" 11'-0" 50.0 11'-0" 11'-O" 1 V-O"- 65.0 11'-0" 11'-O" 11 `-0" 11'-0" 11'_.p" i l'-p" 11.-0. 11'-0" 11'-0" r - 70.0 11'-o" 11'-0" 11'-O" 11'-0" 11.-0., 11'-0" 11'-o" 117o" r- 75.0 111_0" it'-0" 11'-0" 11'-0" Ill-O..11'-D" 11'-0" 11'-o" • - - 80.0 11'-0" 11'-0" I1'-0• 11'-0" 17'-0" 11'-0" 11'-0" 10'-.10" • - - 85.0 11'-0" 11'-0" i t'-0" 11'-0" 11'-0" 11'-0" i l'-0" • - _ _ 90.0 11'-0" 11'-0" 11'-O" 11'-O" I V-O" i 1'-O.. - - - 95.0 11'-01. t t'-0" 11'-0" I1,_O" ti'-0" 11'-Do, - - - - 100.0 11'-O" 11'-O" 11'-0" 11'-o" 1I'-O"- 105.0 11.-0.. 11'-O" 1.1,_p" 11'-O" 11'-0" - - - - - 110.0 11'-O" 11'-O" 11'-O• 11'-o" 10'-10" 115.0 11'-o" 11'-O" 11'-0" 11'-O" - - - 120.0 11,-0" 11'-0" 11'-O" 11'-O" - - - - - - 125.0 11'-O" 11'-0" 11'-0" 10'-10" - - - - - 130.0 1t,_o" it'-0" 11'-0" - - - - - - 135.0 L1'-0" 11'-0" 11'-O" - 140.0 11'-0" 11'-0" l T'-0" - - - - - - 145.0- 11'-0" 11'-O" 10'-.11" 150.0 11'-O" 1'1'-O" - - - - - - - 155.0 11'-0" 11'-O" ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR .FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. THIS REGION IS ONLY VAUD FOR INSTALLATIONS W/ 1 OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. O 1xe," "" EXPERT (rani ee i "enrn> INC. wa 17-244 wrnra s "> m AY14fA" STORM BAR SPACING W (/» 2' 2.667' 3' 1 3.5' 4' 1 4.5' 1 5' S.6' 8' 1 6.667' 39.0 A.81cm BCb BCO I A.B.C.0.. BCO I A.B,C.D BCD ABCD ecD X0,C,D 330 BCO ABCD BCO xeo BCD BCD B ABCD BCD AQ,C,D QJ0 BC0 BCD BCD BCD iCo BCb BCD BCO BC0 BCD 4" Amex B 0 AIAPA CD - B D BCO BCO BCO BCD BC 50.0 BCD &BCD ABCD BCD ABCD BCD. C.D BCD A.BCO C. 64A B.CD ABCD ABCD AAAO BCO BCD' BCO BCO BC BC BUD BCD BCD BC BCD BCO iCU BCD iC. ABC ABC BSA BCO BCD AACA BCD AB,C,O &BICID ABC ABC &Be XB 704 OCD AB.C,D BCD BCO BCO kee Be ABC AB A AO AB,C,0 "Co BCDEC OCO C Be' B A A B0.0 BCO BCD BCD C hBC BC A A B3A BCO B D BCD B ABC B A A A 00.0 B D BCO BCD BC BC A A A Q&0 ABGO B D BCD BC. AB A A A A IDOA BC.O hBC,b ABCD BC A A A A 1mA BCO BCD ABC B A A 'A A A 110A BCD BCD BC A A A A A A 113A BCD BC0 ABC A A A A A 120.0 BC,O BC ABC A A A A A 12" B O SC BCA A A A A 1 BeD B ABC A A A A A BCO BC B.0 A A A A A A- BCO BC B A A A A A A- B O A B A A A A A A- I BCb BC A A A A A A- BC A A. A A A A- B B A A A- A - - - ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT TZ EXPANSION. ANCHOR W/ 2 1/2'. Min. EMBEDMENT* & 5' Min. THICK POURED CONCRETE (I'c a 3000 P30 B 3/8'Oxl 1/4' POWERS CALK -IN ANCHORS IN/ 1 1/4' Min. EMBEDMENT* TO POURED CONCRETE (PD.- 3000 Ps7 h 3/8'0-I8 MACHINE SCREWS C 1/4'Dx3/4' ALL POINTS sou0-SET ANLHOas W/ 7/B• Min. EldBEOMENT* TO POURED CONCRETE (1'0 . 3000 psi) & 1/4'D-20, 18-8 STAINLESS STEEL .MACHINE SCREWS - D 5/I6'0 ITW/BUILDER TARCON ANCHORS W/ 2 1/4' Min.. EMBEDMENT*TO POURED CONCRETE (T'e - 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / COUNC FINISH STORM BAR SPACING'B' (TT) 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.66T ARCO I A.B.C.0 AB,CD ABCD &UIq1D BCD &qCD %B.c AB,C BC AA.C.D AB.C.D ABC.D ADC,D ASC.D. A&C kB,c. BC B A �A°an 300 36A MA&BICID A.B.C.0 CD BCD BCO AB.C,D AACP OC A&C BC A19,c A.B.0 ABC A A A A A A A BOA 35A ABAD BCO A,8,CD AB,CO AB,C,D AB,C AB,C A910 BC A A A A A A A A A A A BOA BCD ABIC A.B.0 B A A A A A A 113.1) BCD BC A,9,C A A A A A A A "A B.CO BC B. A A A A A A - T&O ABCb BC A A A A A A - - B0.0 Be B A A A A A - - - B3O BC A A A A A A - - - OOA BC A A A A A - - - - i5A B C A. A A A A - - - - 100A BC A A A A - - - - - 105.0 B A A A A 110.0 A A A A - - - - - III A A A - - - - - - 120A A A A A - - - - - 125.0 A A A 100.0 A A- 133A A A A 110.0 A A A - - - - - 145A A A A - - - - - - - 1B0.0 -A A - - - - - - - - 1BSA A A - - - - - - - IDn- A A r` uU �f '•. ✓ FLORIDA BUILDING CODE (Non Bich VAIUCR7 tlunioonR Zan) ( 441g) 1 t` 1 ' ...•'' 11 D'01Tunto I IL E C O 5n0. IIWT TCSTNO f [NWNC[RINO COMPANY W xr, a+ 0. p.•en. ru ..OasM1r-'.vuia wuTpt A TBIUDRR 1 17 DaBW Uc. l H1AT Nautilus °i ° aR EXPERT SHUTTER SERVICES INC. IBla Sri. Bh1YDRE STFRT W.-emeMru ;nis.,r-ww 17-244 ml�nls R. pVn v pPxR P.E.ElDATE r SCHEDULE1a FLOOR TO CEILING (TRAPPED). MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.a.f.). & A MAX. MULLION - SPACING (ft)' SCHEDULE2a WALL MOUNTING MAX SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & A MAX. MULLION SPACING (FT)' MAXIMUM MULLIOSPAN (M MAXIMUM MULLION SPAN (M @4k5-AIM-MULLION O 4kak1E4' MULLION GY IY7A11/'TNICX(31B'FIANGE)MULLION QO 4kBkif4'MULLION @ 4ka•X114 MULLION GP 4*xntW TIBCX -FLANGE) o N 10XIA%I Y Inver BPAoeN ( GwJ (N P CRIEMADOH 11' DRIEM041011 02 DIOENTA" 11 14TI CRBNMTION /2 ORIENIAMN #I OJT GOEN,ATID11 2 ORIEMAMN /i OwEMANON x OaEMASON 1 MENTANON 2 OWD(DkIION 3 END DITEIUCR END D(TERIOR END WTERIDft ENO BffliblN END ENO INTERIOR ENO INTERIOR END IME1t10R. DID INRRIOR END INIEFUMB END D(IERM BOA BaA WA Bao a0A OOA 610 TOA T69 Bo.O 610 90.0 95A IoOA 1o5A It" 115A 18]A 1 xBA 1JO.D IJ60 1f D IffiA 169A 110.0 20-0• 20'-0' 20-0' x0'- 20-0' IY-B' 1a'-P O-1' 1'-6' IS'-9' IS-0' Il'-x' IsIr 12'-B' IT-2' 11'-r Ii-1' io'-0' 10'-2• 9'-10 B'-5' 111• B'-10' B'-6' ]-ID 'TM• '-a• fi•-2' 6'-11' b'-0' 5-9 S'-9' S•_B• 3'-9' S'-0' 5'-10' 5-10• S'-11' B•-0' BID, aIr e'-1' B'-2' BIT B'-4' 6'M' 8'-B' D'-0' B- Y-B• Y-S aIr S'-r ?IIII )'-9' ]'-9' >•-r ]'-0' ]'-0' ]'-0• T-]' ]-J )'-T' ]'-]• ]'4• >'-0' ]'-6' )'-] '-]' )'-]' -]' ]'-B' T-]' ]'-]' T•-e• 1.-J' 6'-0' 6-a- '6'-0' - S•-9' 3'-B' S'-1= 3'-1' -S'-4. S'M' 5-1' S'-S' 6'-6' S'-)' S-' 6-6• S-Y S'-e' a -to• 3-0' b-tt' 1'-0' 1'-0' 0'-1• r-2, B'-2' 1x-0 115' 10•-' B•-1 • 9'-0• S'-B' 8'-1' B'-1' 6'-0' ]'-10' ]-0' ]'-0' )-B )'-8' ]'-Y T-Y )'-0' ]'-9' Y-10 d'-9' Y-10'- 'T-iO )'-9' ]•-6' ]-9' T-9' B'-1 6'-0' ]•-8' r-a a-V 8'-4' 6'-4' 6•-0' 6'-0' B'-J' 8"-3' 614' 9-5 6'-6' a' -a' BIB' B-B• e'-10' Y-0' Y-r Y-2' Y-3' -4' T-Y )'-B• Y-J' 10'-0• 10•-0• 1 B•-11• W-7. S'-fi' B'-i' B'-2- B-D• ]'-10' ]'-D' ]•-0• 7-9 )'-9' ]-9• Y-9• T-9' ]'-9' 7-IV T-8' )'-IO' ]-IO' ]'-9• 71-9' 7-0• ]-0' 1-0 ]-0• B'-11' B'-0• r-3• 6'-1' 6'-I 112' 1'-2• B-1' B'-3' 6'-3• 6-4' 8'-C B'-b 6'-6' 6'-0' 8-r 6-9' 6'-0' a'-lo' B'-IL 6-L' Y-0' '71 )•-2' 12-6' lY-6' 11'-6' 1215' 12'-4- IY-0' t1'-D' IIIV il'-]' 11'-B' 11'-5' f1' S' II-5' 11'-5' t1'-S 1115.. 1'-'. 11'-S' W-a* IIIV 11'-3' 11'-5' It'-5' 11'-S' W-S 11'-S' B-a B'-II' Y-IP 7'-4• 6'-B' B'-4' 6-4' B•-3• 6'-!' 6'-] 0'-3' B-1• 6-5 B'-6' 6'-)' BIB, B'-B' 8'-10' ]'-0' ]•-0' ]'-2' ]'-]' )•-C ]'-5' ]-6' ]-Y ]-1 6'-it' 6•-1" 5•-It' 5'-]' S'-6' S'-6 3•-6 S' a 3'4 S'-8 BIT 5'-B S-9 5-9 S•-10' S'-1 B'-0' 8'-1' B-1• 6'-1' 6•-S B•-3' 8'-P 6'-5' 6'-6' 12-S 12,8, 12-B' 12IV 12'-6' 1Y-a' 12'-B' 11'-6' t2IV 11'-S' it'M' 12'-0 11,3 12'd 11'�l I2' 213 12'-J 12'-3 12'-] 1Y-3 I2'-3 12'-3 1113 l2'-]' IY- 1'- BBO B" 1 a XD 6fi1 63.0 m TBA 10.o B0.0 e0A no LOBO 106A It= ifaA 190A 126A I= IY.O IWO 11a.0 TWA 16B.0 Ia60 20-0• 20'-0• x0'-0' 20•-0' 18'-6' B'-C 1Y-4• 16'-0' f0'-0' 5'-0' W-V 13'-6• IY-B' 16'-Y I1'-Y '-P f0'-8' f0'-2' 9'-IG' 9'-5' 9'-1' B'-IC 6'-6' 8'-]' '-0' T-t0 ]'-1' a'-10 a'-B' 6•-Y S'-H' b'-9' S'-B b•-8' S•-B' 5'-9' 9'-9' v_Iw 5-I0' b'-tt' a•-0' BID 6'-1' /'-1 a'4' a'-]' B-1' BM' 6-5' ,_V 8'-B' a-0' BIB B-J' �B12• Y-11' 1'-B' )-e' T-1 )-)' )'-]' )'d' ]•A' T-T ]'-Y ]'-0' ,'-)' '-r >'-B' )'-Y r-7' )'-)' )'-]' ]'-6' Y-r -] ]'-B' ]-Y 6'-9' 6'-0' V_w a'-6' S'-1' 5'-P 5•-' S'-1' S'-1' 5'-6' BIB, b'-0' F-]' BIB. 3'-0' S'-V 5•-10' 6'-10' S'- 1' E-0' C-0' a' -I' B'-2' 8-1' 12-0 It'-S' -I '-2- 2'-10' 9'-0' 0'-0' BIB, 9'-5' B'-4' 9'-' 9'-]' -3' 9'-3' Y-W Y-0• 9'-J• IF- 9'-0' B'-]' 8'-3' B'-3• 9'-]' 9-3' B'-]' Ir 9-4 6-a' 7'-4 '-0' B'-10' B'-10• B'-ID• /-10' 6'-10' 6'-10 6-11' 6'-11' )-0' T-1• 7-2' T-r ]'-3' Y-4' Y-4' Y-y Y-6' ]•-b' ]'-]' ]'-B' ]•-9' IB-0 10-0' B'-11' 6'-]• B'-6' B'-1' B'-J' -B'-]' B'-]' b'-0' B'-]' e'-3' B•-2 1'-3' 6'-r 8'-1' 6'-3' B'-1' 8'-0' B'-]' 6'-2' 6-2' 6'-2' 6•-' 1-0' T-0 ]'-]' B'-11' S'-]' Y-10' 1'-B' 4'-B' 4-0' C-6' '-0' 1'-B' 4'-10' 4"-0I' S'-0' S'-1' S'-J' 3'-1' b'-S' a'-8' S'-B' 6•-1C 1'-tI' B•-11' )'-0' ]'-1' T•-]• 2'-8. 1Y'-6' Y-B' 2-a' 12'-0' 2'd 12'-0' 11'-10' 11'-9' 11'-T' 11'-6' 1'-S' 11'-S' 11'-0' II'-5' 1'-5' W-S 1'-' 1 -T 11'-B' 11'-5' tl'-5' ]I-S' 11'-0' 1'-' 11'-S' Ir ]-1 6-11' 6'-0' B'-1' 5-11' 6'-]' 6•-6' 3'-0 b'-5 S'-B S'-B It - S-B 4'-B S'-9 5-10' S'-1r 6'-0' 6'-1' 1'-1 6'-2' 6'-]' SIr 6'-4' 6'-5' 8'-6' I2-6 12'-a' 1T-6' 12•-6• 11'-6' 6' 11•-e' lY-Y IY-1' 11'-3 12'-] 1Y-] 2'-3 f3'-0 IY-3 12'-3 11'-0 R'-0 17-3 IY-0 Ir-3 Y-] I2-3 ULLION MULLION SPACING! "S" . MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT ASD. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, rs� D291, LLEW "` Nautilus DAWN °" , i ROISAgTAANhhSTelun pe/pi/I) ] IL ECO2xD. EXPERT SHUTTER SERVICES INC. Afi W.IT 115 . h ING'... . aDMPAN I:j,:l?J'f�Q`/11 B9. >tatN " warA 6NYAN,.nu"ee 1626S.W. EAMRE STREET 17-244 CYIR.)aY:ldl ""•' .w-m4P: ml.aaau�A'� .w _..... PBm sr. EUBIE,n. �9e :...,, IlurmlD w ml,aax SCHEDULE IB FLOORTGCEIUNG(TRAPPEDIMOUNTINGMA%. SPAN Ia) FOR ENDAND INTERIOR MULLIONS FORAGIVEN ARM. DESIGN PRESSURE RATING (os.(.1. & A 17•P• MAX. MUWON SPACING IM RVIIIII a 10151,11 Y221 eWp10 Sto A MAXIMUM MULLION SPAN VO 1P.T. R11010 (PV') fPA� QD • MAXIMUM MULLION SPAN(IT) 004'xG-xlW MULLION ©4-XBT11/4•MULLION @1UXmI Ctc"N' THICK(SG' FLANGE) MULLIONW> ©4•ABT1114• MULLION ©41W),114• MULLION , VeGE)MUW ON ORiDRA1KK1 1 tlPoEN1A9DN ] ONFNTAnON 1 OflID(A1N)N 83'. 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SPAN lal FOR END a INTERIOR MULUONS� FOR A GIVEN A9 O DESIGN PRESSURE (D.6.IJ AND FOR 1r-0' lCASE II a S'-0' lCASES Ia a III MAX. MULLION SPACING JR)• boY1R¢I o p( IAS IMmm~ MAXIMUM MULLION SPAN FO G 4Y6'x1IWTHIG( MULUON GI 4']8'21N'THICK MULLIONMUWON G3 2',rxI1VTHICK �� PAl1q E ¢ r.IXI1D}111 iYDMT(11( (mt Ro 1AP111 at (-ItR" JIOaG¢1( mx RD¢I N at SO ISO oir-am Dal LVIER1oN MIDOOR Dn VUEADS bA n-0• 12•-e- Jr-6• IS'-11 Ir-6" Ir-e' ()' Sao Ira• 12•-a• 111-4' a-V n•-0• - a00 W-a• 11'a' 11'-a' 1]'-0' 4m 12'-o• 1]'-0' - --0• 1r-!• 10•-%I- +0•-11• IT-6• IAYL 11'-W lo•-I. IV-2' 1r-0' 1'-0• m 12'-D' It'-e' 0'-10' IV-r 121e• - m 12•-U' 1'-4' V-e' 0•-II' 12•-6' 1'-0• m 2•_ • Is ,_J• 9•_ • •_D• ]90 a-0' 12'-6' 2'-6 12'-6' 121V 'a• 12'-6' t216• I2'-0• 12'r 11•-6• - I•-0' m a-0• u•-e• 12•-0• n•-l' IT-W - U.-D• m e•-0• l2•-6• tx•-0• n•-e• v'-6• n4-0' m 6•-D 12'-1• -2-Y Iit-r 72=2' m 'ro' - a' t2'-tl' 1 '-4' 1 • - •-0' m r-0• 9•-0• 9-0• 9•-it 0• 9'-0' V-w 4m e'-0' r-o• 9'ro• 0•a• r-0• -0• Ban Y-0' -0• • 0•-0• ' V0'-U" Bob 9'-0' V 0'-0' V9'-0' 0'-0' V - r-U• V_,. m a'-0' - 9'-0' 9'-0' 910' - V-,.m tla3¢ V-0' n'-0' r-0' B'-0' WWgFww -0' m V-0' -V m e�0' - 0'-0' 9'ro' B'-B' • 0'-0' - w m e'- ' - 9'- ' 8'-0' • -e• • r-0' - 9' V-0' ' NOTE: USE w. r IFANCHOR CONSISTS OF HILTI.INC NUSN 6CREW OR POWER FASTENERS, WEDGEESOLTANCHOR SEE SCHEDULES 1 a 20N SHEET 10A ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIORI OFPRp7flL1T: •••., >F' RE SFAL/SGNATURE/DATE S_C��W 2" (LIMRED LOAD. MULLION SPACINGS SPAN I NSTALLATION) WA MA OUNTED MWf SPAN So FOR END a INTERIOR MULLIONS FORA GIVEN A.S0 DESIGN PRESSURE RATING(PAT)AND FOR IY-0• ICASE O a V'(CA5E 11)MAK. MULLION_SpACING_IBL_ 2aDI1.®1 G48 • Dm 1 Ra9.a[ � MAXIMUM MULLION SPA IAULLIONMILLION O 418'AIf4'TMCKr,W-4e' 4SB5t11/'7NICK Ga 2Y1k1N'THICI( MUWON .y2p¢ (a) Brya kit) (0)t 1 kit (0)t klt (0)t (=P INIWORir-U12'-0' Y-e' It'-4' U'-6' IA-0' a-o• - +r-a• Io•-n• Ix•-e•m r 12'-0' +r-0' lo'-]• 1r-6' lw-3. 12•-a• 1 •-0' 1x•-o• 11•-a•11'-W_ m w.w. 0•-0• B'-0 9=0• 0-W B-0 330 •-0• - 010• 0•-a. a-o• 9_0• - 9•-0• 490 V• 9'-0' 9'-0' 99-w Y•-w B-0' 44.0 w B'-o 9'-0• w-0' '-e• 9'a' m B'-0' 9'-0' r-0' -0• 9'-0• V-V 9'-0' m e-0' - nb' 9•-0' V CIaCR - m e•-0• B•ro• -0• n•-o• V_w V• n'-0• B•a• Dm e•-0• 9•-0• V 9•-0• 9•-0• r-0• m_ V-0• V_-0-0v m V,. 'V_w 8•-0-o• V llw V-W 1'-W VV l430 V-0• •: FLORIDA BUILDING CODE (N. III Velocity HMGIa Zv ) HINT mtEm ew Nautilus Ra2TAgq SAaff"ag416m W/24/n ILIL EC 2FF¢, ENR93oawe roue 1T ua EXPERT SHUTTER SERVICES INC. m 9•m.. allooa R Aur laze sw. MUMCBE SUMET 17-244 - Lb. r. , (rvTl.-1At1 I= R. UIM {L 349U ®aTIM1. Rao (mo)14semA . ru n1-wn MMwc M1 P' wYl1A A X I JM1 ., RYAN ac E Mlai 28 V 8 1 1 w SCHEDULElc FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A'GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.). 8 A 7'-0' MAX. MULLION SPACING (ft)' SCHEDULE2C WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURERATING (P.S.F.) & AND 7'-0" MAX. MULLION SPACING (FT) MAXIMUM MULL ON SPAN (10 MAXIMUM MULLION SPAN (R) WX. i ml Y r(eY ©4•AB'XU4-MUWON G/ 4•SB'a1/4'MUWON O 4W/rTHICX(W FLANGE) MUWON 1ltlf. Bm 1 Ipr��uaMy BI ©4' WICMUWON G1 49AkU4'MULLION G2 /WTNIGI MnN ®ACW INN >PAaD (IQ' OM MAMN III OMEMADON 120t OMENIAMN i OMINIADON 2 OMEMAMN 1 ORIDRAMN 2 +') (N OMWAMN 1 CNIWAIMN 1' OMENIATION 1 011 MAIION 1 CMENIAM 1 END INIERMIR ENO INIEMOR DID IMEAIOR AND ENO INTERIOR ENO INravah DR, IMERIOR ENO INIM09 ENO INIEMOR ENO INIW]O No IMEIIgN I3-5' 11 b' 0-0 Ix'-B 12-e' la-0 ,-0' 1'-e' 2'-°• 1a-B' 1]'-e' l2•-e• 12'-B• 1 -B' 11b' I -B to-e' ]OA ]'-0' x-e' tl-e' 13'-e' 11-6' 3-e 12'-B• 13•-Y 12'-B' 13'b' ".-e' 1 '- ' 2•-1. 13'-B' 12'-e' 11'-e' I3'-e' 11'-e' 12'b' 11'-6' 11'-e' ]OA ]'-0' 13'-B' IR'-e' 1R'-e' 1R--B' 13'-e' 1Y-e' 12'-B' 1Y-e' )'-0' I •_ 2'-0' 2'-9' •_ • 11'-e' 11'-e' I3' A0.0 -0' 1 -°' I3'-e' 1R'-e' 1Yb' 3'-e' 13'-!' 1R'-e' IY-e' 12'-e' - 13'-0' '-0' 1]'-°' 1]'-°' 13'-°• 12'-°• l2'-°• 12'-°• I3'b' Y-0' IR'-e' IR'-0' 11'-e' 2'-e' 13'-B' 1]'-e' 13'b' IY-e' 12'-°• 11'-e' IYb'-0' •_ 1 '-e' IS'-B' 12'-B' 1]'-e' 1Y-B' 1 '-B' 12'-e' 1]'-0' 11'-]' 12'b' 11'-6' 1Y-e' lx'-6' 1R'-e' 12'-e' 11'-e' ]'-0' x'-0' )'- 11'-Y 11'-e' 12'-e' 1 '-0' 1Y-e' 13'-C 12'-e' I3'-e• BBA ]'-0' 1 '-B' It'-0' 12'-0' 13'-C Ix'-e' 13'-Y 11'-e' 13'-C 12'b' 12'-0' 8'b' ]'-0' ' 11'-B' +'-]' 2'-!' 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W-]' 12•-B• fy_E• 1y_e• 11'-B' 1Y-e' 13'-0' 11•-J• R'-C +2'-e' +Y-• 12'-B' 13'-r )'-0' I'-e' 10'-!' 11'-0' 1'-e' 1R'-B' 11'-J' IY-e' +2'-e• ]0.0 )'-0' 1]'-e' 10'-0' 11'-a' 11'-1+• I-e' I3'-0• 11'-e' 1R'-°•-0' 1'- • '-2' 10'-t1• •_ 12'-e' '-0' 11'- 1• 12'-B• 11'-e' 11'-e• 2'-1• IV-2- 10'-11' Ix'-e' iR'-e' I1'-11' Ix'-B' '-0' ++'- ' B'-11' 1 '-6' 11'-P 12'-B' 10'-10' 11'-e' 11'-e' 0O0 )'-0' 1 '-6' B'-11' 10'-B• @'M' 11'-B' 10'-10' I1'-!' 1Y-e' 13'-e' '-0' '-' B'-B' 10'-1' 2'-' W-e• 10'-' 11'-0' 12'b' 11'-0' 12'-!' 10'->' I1'-0' 12'-0' 1]'b' 11'N' 12'-B' '-0' 10'-' 9'- 9'-10' 11'-10' 12•-]' B60 >'-0' 1 - 9'-)• 9'-10' 11'-10' 1R'-]' ld-]' Id-' 12'-e• 13'-2' Id-10• 1Y-e' Ii'-)' 11'-11' ld-R' 0'-A' IS'-e' 10-]' 1]'-C 96A Y-0' 10'-3' 9'-!' B'-w 11'-)' 1 '-11' Id-Y 10•-C Ix'-e' 11'-9' 10'-e' 1]'b' ]'-0' ld-]• D'-S' B'-°' 11'-B' 0'-0' 10'-' 12'b' t0'-1' tYb' 9-1d 9'-]' B'-J' I1'-S• 11'-e' 10-0' 10'-I' 1'-e• 1'-S• 1d-Y 2'-e' )'-d P-10' -• w-]• 11'-e' •-e• '-10' B'-10' 1Y-e' B'-e' IY-e' d-1• W-]• IV-2- B'-10• B'-10• 12'-e• III -I, 9•-,. IY-e• T- - B'-1' 9'-1' 11'-]' ++'-3' B'-B' 9'-7' IR'-e' 10'-D' 9'-S• 12'-B' ]'-0' B'-J' e'-I' e'-10' 11'-+' 10'-10' 0'-D' 9'-)' •_]• 11eA Y-0' 0'-0' - 10'-0' •_]• B-e' 1'-°• 10'-e' Y-1' I'-e' B'-0' e'-t0•-' - 10-• B'-!' B'-10' 11'-°' IRA B'-B' B'-D' B'-S' ld-9' 10-J' 9'-S' 0' IR'b' 10'-2' B'-0' 12-e' i B'-B' 6'-B' 8'-!' b' 10'-0' D'-!' B'-!' 1'-e' B'-)• 13'-B• B'-R' 10'-)' 10'-0' B'-P 0-+' 14'b' -9'-11• B'-)• l2•-0• '-0' d-B'' e'-]' e'-2• 10•-]• I"- 9'-' 0-1' 11'b' IY-e' B'-0' 10-6' B'-B' B'-x' !Y-++' 12'-e' B'-B' B'-!' '-0' dM' e'-e' B-0' 10'-0' 9-9' 9'-R' e'-11' 12'-0' e'-e' IJOO Y-B' e'-4' B'-]' d-e' a-1' '-0' B'-3' B'-1' Y-9' 10'i' 9'-)'0'1 e'-B' it'°' B'-2' 1R'b'e'- 1]eA Y-0' 8'-3• B'-N' >'-B' 10'-C D'-)' 9'-1' e'-9' 12'-e' 1'- • B-0- Y-]' 10'-0' 0'-Pa•-0' B'-)' 12'b'e'-0'tfeA • Y-)' Id-1' D'-1' B-0 e'-Y IY-e' 9'b' B'' e'-2'Y-!' Id-1' B'-3' B'-10' B'-B' 13'-e' )'-10' 12'b• Y-0' )'-10' B'-3' Y-e' 9'-9• D'-2' B-10 B-° 19'-e• 9'-2• )-10' U12 )'-0' •_0• 7•-10' '-1' 0'-0' Y-9' e'-P lY-e' Y-e' Y-0' >'b' B•_I• ]'-A' B'_S 9-0 B- e-A>•' T-e' -A' 10'-0' 9•-0• 6'-]• Ir-e']'-e' 12-0''')-0' I3'-B'IeOA e'-0' )'-2' B'-R' e'-10' '8'-B' '-J' la'-e' e'-B' Y-e• I= )'-0' >•-W e'-w Y-1' 9•-10' '- V_Iw W _ '-!' tY-°' '-0' '-11' ]'-0' B'-10' 9'-e' e'-0' e-1' 1'''Y-d' A - 1' - 9'-0' B'-9' °•->' • 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. z END MUWON I y 3 INTERIOR MULLION �••'_• i 1,1 rw'• .. ,1+1� it .: FLORIDA BUILDING CODE Man High Velocity Burtirnn° Sane) 4 i 11 01017 1a,EEa NG Nautilus 9w.N Bn LC 2 Ro11NgSBAMerlyrtom oepVn MULLION SPACING: "W 11LIECOmc. $ N A ,RD, ns,wa a acw�tMNa couv,.x> EXPERT SHUTTER SERVICES INC. 1i' 19 if•u .... A�,� yAa°�n..n.fwf 4B.DEIIIBRE S 27-244 /pNAI ,v m 12a. PoM V. WLR, iL ]190A oo.w w i�rO,IIIItt P.E $ELL/BI /PATE xulDi A RLLR L. PF. ,w9w u.. E u1m 916, ,a T96 ;1 414/2.nl9 Flonda Building Code Onlir.. acts Home Log In ( User Registration Hot Topla Submit Surcharge stats a Facts ( Publications Contact Us 8CIS Site Mao Links search Daa3 Product Approval C USER: Public User Product Mern> Pmtluct or Avolication Search > ggRlication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL389-R9 Revision 2017 Approved X American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com ft _ 0141y Bill Feeley lrodriguez@easternmetal.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Shutters BOCC5�" "� Accordion �I,VVV(((///� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 12/31/2019 Validated By John Henry Kampmann Jr. W,' Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1)2DF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 g File COT' Equivalence of Product Standards Certified By hUps://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXOsoPMYK7UC8%3d 1/3 4/4/2919 it Florida Building Code Onlir.., Sections from the Code Product Approval Method Method I Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls Is 79" for max. ASD pressure rating of +72, 72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- Yes 389.2 Bertha HV Accordion Shutter -Blade 1 I Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span Is I6'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-D" for 110 p.s.f. for HV1A working In unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING-17_107 _PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 1 and bottom) for storm. protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Hert Co^_rad Us :: 2601 Blair Stone Roatl. Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Honda Is an AA/EED employer. tgpydight 2007-2013 State of Florida :: $'vaa Statement :: Accessibllity Staff :: R fung d 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. It you have any questions, please contact 850.487.1395.'Pursumt 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 smails 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 dick here. Product Approval Accepts: 0 ® R CF1 M hftps:l/floddabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 213 Id - �AE..aasa i. BERTHA N.V, r1=0 99; SYSTFY M, rMf nay PROMIti NNLAISN plCU1RNi ((P.ED.) N15 OJ>! NDOFEO ON GNPUANCE w ACCORDANCE NON RE'2017 (6t0 E1TM) m' i, M,,A EDSDeIC CpDF. Rios A60Rp0N SRJnER STSIEA! SMAE Nm BE PTIA Tn AT WON VELOGIh hVi1wCANE TONES. BESON ha'D LOWS SNI aBEIEWW aRAS PEN SE0TIa9162e OF ME ABOVE MENTIONED COOS. FOR A 6AS,S WIND SPEWEO'JA RED DT THE JUR4CICTIONI M+DE SIUfiFA WNA BC 9eNE M" A p1ELTOfNUTY FACTOR NE.065. USING ARCS 7-10. AND SHALL NOr EXCEED The M Rlu (ASO.)'OESGN PBESCORE MTw4" INO:CATW all SHMS 11 THRU is, 10 a 20. IN aRBERTO N " THE AR02 CDNOIm4V, ULRMATE DwGN woo LCAG omeeNEe'PER ASCE 7-10 5NN1 BE ENtST NOREED EO A.S.D. BESCN MND LOADS BY MULDPLYMC TNW BF Be w O+OER t0 wRa,AE TNESE: W/ W. (AS.0) BESIF.N MEBEAK Ra NOS INCOARC, ON 3NE£f3 II DRU N3, iP a 20 w ORDER TO NTT:FT THAT CONFOREENIS AND MCNORS M i10S PZB.. AS TESTED. Y+[BE hotOMSTRESSED, A 33 S wean SE n A CWA9E STRESS FOR Ws.T LOWS WAS LZ OSW w THER RdAL19S, NDAENJ6 A WIND DURATION FACTOR CD-1.60 WAS USED OR OF PASrERe" VERIFCAi10l1 Try,,, KV A YACCORppI 5WIT)ii S,STE41'S AIEONAGY OR W2.9 MT URGE U656E PLACT, LOAD MAD DEBTS Vn181W IN A•LOflMVCL Mll! $cnol 1609.1.2 OF T12 ABOVE 1NWnOf1® WJE AT PER -NV 61ADE (' j021441-03, (OJISDI-Ol 4TBOAD1-05,.[121AD1-05. 0031742-04. #C609.01-10-AND J0219D1-11 A$ PER iA5-201, TAS-2W Ni➢ 176-2OJ PRDTCCOLS ANO / E-18E6 AND C-1226 S7NfYR85 (p;SIE 1R'11"D, MO ZONES 1, 2 6 3) a 41220151-10 AS PER L45 201. 203,L.203 PRDTO-MLS LARGE WS CZ -W WARCE"' 1HE Qa 4050501-0 AS PER ASTN'E-16BS AND E-1996 (MSS4E LEIEL; O. MIND ZONED 1. 2,,J)-BA9C PROTFLnM OtY AND / 0725.01-BB AS PER TAB 202 heTCea, 2 hV @I.ADEO+ Ab NI 1iTlWW RUDE ® ARE EMANC[RW TO WOSK wUKi50N W11N. FIC1f 0(FER 11NOEq iT1E CENCPAL IiY1pnON5. ARD CPNGIDOSS OF USE BWSAED plSNEE. 1P 3. EERiNA RN. ACCORDION PUTS (W SCREIIS). USED AT BIASES KNuI ANY MR o,Eer ADORE COMNECnpN TO WC16 egI BE /IAa275 A4D I141.T5' 1&S cCiNp,Y. 110-M Mn3NY 3J✓�S OiRR:xT . -vchaEREO RM 7x[�RMJN STREWN RNIOSIS/C114 Aseea Eton. ENDLC MRS 44sh- DFAAPINS ,RE M'm4.WiMND 64 THE ON ADOA<RPJLE10 NaONC STSEN AS OAWFMNRaT DI APPROVED A: Al AMlNwW EATROSIONS,S RE AWOg404 ASSa?ARONALtr( ANO TOPER. AS U C TED Oi SKEEIS.2-AN0 3: YINlUW TOD SIRE M N FOR 60G3-TU.HALO! 5 300 IW ANB 3S.7 bi FOR 6a05-IS ALLOY: 5. Al SCRE" EO PC STA'NLESS'S 1 301 OR SIB A9 SENT$ OR. CCNROYOh.RESISTANT COATED EARRON STEEL As teR DM SOOM wRH 50 w NW. TOO STENCIN ARE 9D la INN. TEI staBeam AND 9 WL COkPLY N/ FIOWD\ OWtIXNO COOS SECTION 24, 1J441 6. Po TP BE ASTM A-SD7 aaeN NIFD SCa. OR Am 304 OR 316 SORES Sl 1LESS STEEL WIT, 33 4ai M91WN1 NOD SIRENPM. 7. SE: ThE rrn ENBue FOR AIdCR SPEC81GTlONS hV B1 O : 1Z,3:11.15 AND 20 RY BUDE.O a © WIetING N 9H5CN: 12, 13 h IS B: TWS BETTINA MY. ACCENeRON SKATER SYSTEM BEARS A US PATER (6'779} OONPONENM OF'THS MPRWAL ARE CO'hfiW. MWHOLE OR RI PART BY U.S. PATENT A5'458,174 SCOW i0 EASIOM METAL sv y.. wC., S.. D SEAL BE 1NE' REI W THE CONTRALTO" To VSTR" ME SOUNDNESS or tNE.SnNOHWE "CRE. S1iURER IS TO ES ATTW hW' 1O wwRE PROPER AYpIW1ACE: CON3PACT0R TO SEVECAUJr .71E SNUTRR COVPpiENT Ep1E$ HM1IK3I REN16i. TRU FASTENM w CONnYu0US'CONEA�'T nEM THE DD4DwG TO PREYE]!T WSA/Mw wRlOSpN, " 10. EACH uw M05FDGR PERMANOR 46Il w A YSBIE PUCE'.MH wAJN21C NOGG BBANIS 9E1.005 OP HIRWHRC WATY6H M9UE CORER. UOIANT, Ca0t1ER5; MUST FROP[RlY CLOSE A4 WARD NO CENILEIMAES ARD ChaAar m MOCK ALL W A B ND LOCRS. 11. $HURTER WWUFACEURCRS LA9EL SK Ll BC SAGtiW ON A REVMY NSL�C IOGIpV AT ACCOREGN SNTTER w KCOADAiOC'wRH SECtp;! 1709.93 nARIOA 81AIAT5 COPE ONE LABEL SNA, BE ft Eg FOR fl2Xl OPOItNG. Magag To COIEPLY WiM B£CMW 111.1.2 OF TIE RONIDA 1liNLRNG GOOF, ' 12. BER)NA A AU To. N SMUnFA SY3TOA'S iNS1AMAlIDN SWll COMPLY B" SPEC"> hoNeAzD IN this. DRIYAW 'KM ANY BWL9:NG NO ZONING, REGO.ATIMS PRONBE9. By nE 11UWSCSTIWI "Im PBEAT R AV. ACC ID. IS' (a) DrD REO. PREPANDE BT The ENCea R: N CEMSRIC. ANB OOE9.H01 EROMOE pNFORNA ON FOR. A. SITE SPECUIC PRf11EC1; te. NNEIE. TE STE CONMEIONS, SENATE iRON TIE P;EO. (p) CONTMCfpR TB BE RESP014�81E.FDR 7K:4.lCBTK41. FuNMRSE' AND INSEAMAIIDII RNCWil1iG l6E $A1Ett 6 INS-PRBWCi, BASkO QM Ye15 P.ED.. PRD.50W RE/SMI.DBCS NOT COMAS: MIA TE CONp80fE DEAtEp DN 1195 DBCUNURL'COttiEAUCDON sA CEY Ar SIC-S 1NC COhiRACPw, RESPp�MY: {<) THIS P2D. w41 BE PCNSEcRE0 wYWO o, ATET®.or ART UEVA, Ol SRC Vagne AR004 M LegaI BE PAEPARW BY A n.DWDA RW16TEiNW OKINEni OR M601ER'MT.CH WA1 BE00NE TE tNONC(A DP REmRO (EDR) FORTHE CROIECT ANO Yw0 WLLL QF REBPox5R3E.ECR iIE:P`RJPaN USE 61hE PdA. [NCR2TR Pi' RCCONO. A01R10 AS.A O9iGTW ENGME[R 10 TIRE PICA. ENGNCOT SHAM wBNR 10 age; Am THE see SPECIFIC DNAWA05 MR RENEW. {e) ' ORICRI PLO- ENAI REAR. ONE SAE. AND CRKNNA, SEA, AIR) S PJRE OF 1xE PROFCSSIORW OIaNUB U' REMO t,qj PREPMW'R. =17 mrzCC. eK; IL TECO T. THESE TESTING &.ENGINEERING CCuPANY 4.107 AR a 1. W BLADES ID & dA OENERAE NOTES SHEET 1 SYSTEM MO EPIS 1-10 STET 2 MTESJ CpuFN:ENTS 21-37 SLEET 3 T7 aN 91UTiEY. AR5EMKY JB-44 SHEET 4 tmIOu WIMOOW BLADE a I NEPJW DETIa AREA 9• HV BLADE (1) ND HT/ WINDOW Of AGE IfA (Iy(jE ApPI B`8RI IFS TYPICAL. SIUTTFR E RON A NOTES ON L006 SHEET 5 WSTAI1ATION CIUAI S A-E, CONCIETE/BTOCK SKEET 6 MSTAIlAi10N DETAAS G-M, Ctl.CR[TE/BLOai SHEET 7 CEN BETE DETALS NY SHEET 6 cclhf W.TE ALTERSIATINO GETARX iN SHEET` 6 ENO CONNECTION DEGAS 1-6. CONCRETE/ETDCK SHEET 10 KAX4xU%l :SPAN VIR ES GREET 11 Ahe"I SW OULE- CONCRETE A BLOCS( SHEET 12 ANCHOP SCHEOVIE- CONCRETE a BLOCK SHEET 13' ANCHOR scinvi E- CoNCRETE a a=. SHM 14 ANCHOR SCHESDR =- AK10 BEET 15 01STALLATTON DETAas M-R. MUGS 5HEE7 is, rwALLATWN DVAAS S-I, w0pp 'SHEET 17' END CON.avoll DETA s 7-12. k K. TN00D SHEET he AREA 3, HV. WINDOW-RIADP (f la iYP1:AL:SNUTTER EUNATICh ONLY SHEET is AM 4- HV WINDOW RI ADF(t) QNLY SHEET 20 iNSTAWTWN OETANS, MEEAL STUD wA115 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AmS.S.A. American Shutter Systems Association, Inc. 4258 H'estroods Drive Wes( Palm Beach. FL 33407 t US PATENT # 545817S YINOW BLADE USE OF GLAD ON SHEET 10 I i 6]S5' ED LR USER___ gAL aLME ) QUALIFIED FOR USE W/ 40 TEMPER tj 6005-I5'eUOY MO TEMPER ALU14INUM ANGLES OUAUFIEO' FOgg USE W/NV DL40E (tt 6065=76 AUIrc AND AND TEMPER O4 HV OIRECT MOUNT OUAt1TIED FOR U E W/ w 6053-T6 ALLOY AND TEMPER_ @) M WALK —OVER TRACA OVAUFIED 8FOR U_�E. W/ HV !6063-T6 4tA0Y TEMPER LOMPONw 1(TY1 R1.1 WWa OI:/IBR " gl 16' .._ T' VAXIM' 0.I8aS' �I . ' E' v M YU49 l"_" TILUT TESTING k.:ENowrpING COMPANY y^� r ru.. YEO.��OR USE WJ M! ELADE6. 6063-TG ALLOY AND TEMPER sWM2. (9HVTRN HNW/C OVALIFILA FOR USE . HV s1ADE�3aNtr. A.S.S.A. American Shunter. Sysients lAssocfctfon, Inc. '4268, Weshwdrs drive West Palm-Seacb. FL 33607 10 HV RANCi,21 GUAl3FlED FOR U.$Vi£4l/ Hy 6063-76 At�IO i0 TEMPER. A E7YIU Accordion Shutter Sy 81ALE #1 W/ OR W/O RV WINDOW E OLD is-obs T n 1 o.rc, o; DRAWING 17— SHEET 2 0 .7 A !� HV NT RMAT i0i UEE. W/ HY @VOE Jb: 804Y18. AELDY Ai10 ICMPEH _ Pun ,Pan TuvamN COCKER FOR "T" LOCK CENTERMATE aUAUFIED .FOR .USE W/'IW BLADE ONLY 600-T6 ALLOY ARE TEMPER �0v JI 7$ 1fA� yam. j� .31i. HD NT RMA W1 NO I ROD OUA1L'TED FOR USE AM HV @UDEHV RUDE t. & `y )A 8061-iG ALLOY aN0 TEMPER LOCKING RODA OUNJFED FOR USE W/ ,N BLA➢E Ij 6063-T6 ALLOY AND TEMPER r $ HLMALE�"T" Lnr'K CENTmqu CVAL40 FOR USE Wj NV :hOE �i. ONtY 6G63-76 ALEDY AMDTEMPF.q 4 / UL1 r L.l)SP 61HV 3/8"m—T6 A_FTa 3.i Gf i a HD FONTERMATE',5E IN B& O+JAUEIEO FOR USf: W/'Hv RUDE& 4063-i6 ALLY N0 TEMPER LII�'p t`3'7t HV t/4° 0-70 AISI j04 _FRIES c. THUMBc REu'c OWLFIED FOR USE W/ HV BLADE t0 cznf T mrEm, pc. ILT Er G, �T m pMttNR aa¢ nnrtP} EGR O K 'IED�[0R USE V/ w NE (t,i& C4 OuLy. i DRE AiTIft iM4Ta GAE PoYcnNU C9-20 RIVNUT- �+EM wcs RIJ+crnw vsxwnc+Pem m Awa. J(FPfY Pipit ER Cpp1. ISE 'N/ HY NEY. BY RETO+T R ARC HD Lo SUGES "M NO�ON EOCT LOON. OUAUFIED'Pan USE W/ HV BIADEolA)& ' a.s.s.a. American Snuffer Syslems Association, Inc. 4268 We6t'Wds Drive West Palm B"Ch, FL 33407 N. 10 1 SHUTTER ASSEMBLY SCHEDULE FOR HV CIA HV HV BADE 1 (, HV MADE IA J...W ..� HV LONG RECESSED NYLON BUSHING l+3 HV SHORT RECESSED NYLON BUSHING ® HV N110N HAT WASHER 41. HV'WHEO. CARAKCE ABI 302-303 SERIES 0,870',3/18" THICK NYLON WHEEL„ 0.188•o ASI 302 SERES S.S. R.Nt P' ® HV 1 3j4' ACCORDION FIN W/ 18 HEAD Y HV 2 3/4' ACCORDION PIN W/ #8 HEAD Q�4 POLYCARSONATE IMPACT RESSTAJT HV WINDO'a! (T) HY PIN D SHALL'. ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV 1� OR HV © BLADE. 4PIQAL SHUTTER ASSEMBLY (2) HY PIN ® MAY BE USED IN UEU Of Q AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION, SYSTEM W/ HV O7 ao.u+• BVDE WHEN CORRESPONDING TO INSTALLATION 'IT,", SHEET 7. M. (3) HV PIN: 0 OR @ W/ 7/2" O.D. 1/18" THICK 54. WASHER '0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET µ. WEL CARRIAGE- DETAIL HE EXTERIOR A E T i i OOR® \ j I ! EXTERIOR Nv wx � ea�a Ar Y CQ OR f G4DC5 kNilCVOR f {sex Norc • ron RFWI6EIICn6) I t I I r ��SEMBL�p�T exm>,aam, v¢. L 915' �ina� ,,,A A825 '.052+-Sj• ON SHEET POLYCARRONATE SOURCES FOR nnca Awr ae a,aar wwtas mwnu ��, ea+re: mcse ,m.m 1 an om vs,s er=• aa> W: ttma[MwsemrM My am 9..'FO>� nwx zmc...0 mA mom a'>�m nu .x.ao RM>1 Wa.:Y• s¢Au O>NI L6JC. aLL ]4}.6i Pat tt+ Cx4 �>S i NS S u✓ 141E O• MaA' P5W G6L' 41 44R 0.. fYl9 SfV OWIY.1. N4 G1hY }tt01 (W 1 1! at@'dl Srt¢ItM�iR�:bG4gY 4b NN aMW ¢bSP4 Pd10,a:. RM�XSI4E9, $!GlC m4 MlY 6}0 Nbt f.LL 65t0 MA A.S.S.A. American ShuHer.Systeme Assoclatlon,`Inc.' 4268West,00ds Drive West Polm BmeR; FL. 33407 No 107 tl;�vsrrnnarrr' '—_ �r �I� `• I e I � ( 4 �t 1 y�aarra.e�lr` �-ea'aisla ra�.�rts'i _—.-� A �c U or OF CORNER CENIERWTE; TYPICAL n17 NV BLADE SHUTTER ELEVATION. N:rs. CeP,Y-mr�, NP: ETC O C/D x 1/2' LONC FIAT SNUM ENNAWN. 15 FOR ANY SPA4 wR5 AT ANT sRa UCENP TO TWO ry iERUA/E90 ®S u, AU 'l ev enxmrnR (w fLR +ee�crrn mOR1 R B ONE Iry LOON ] or' Pr S"FN' M 15EO:AT tj2 GF SRURER SPAII FOR qNY WAN OR'Y3• ABOVE OR EElIN1 Ijs OF SHUnER: S>AH FOR SI'pryg Up '0'A9; AI10 FOR INGTAL.p4ON5 Ai ANY'[YFVAli01V, hY LOCK �,f or a � VA" HE USM AS M WSIOE OR WISME LOOK, AVHED t0 ,Pr Q.'ly;yYUnETRGAI CENiERUAIES r, (27,1 f4'-Y0 . 1 jz• LONG FIAT NEFO S.S. IS.AlN OF LOW !OW BE Ad IN TEO CN YYPICAL SNUnER ELE Tjo,.US[ OF LOCKING ROOS C Wj X2.C13i TOP AND RQnON M CONP, rrnv uarwmm A.SS.A. American Shutter Systems. 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NNCCCYE H.pCR 'aCA4D Pt0.1t HY WALL SILL INSTALLATION ncfa E4 I 7N�TAL eT10N 4x+rwiane ewck -_ WM1LL HE'pjAfJ Rro*Erire Cnu�r:Aimx�.�� +" EtiE,) BYWALLSILL INSTALLA710N _5 /ram u sancR INSTALLATION DETAILS W[ tl (n5ia6E 2- m01,1{{it+„^ SECI1011S GN3 OCtCu9NCp (SEC SoEanCA>mN+".4N SH2T 1J 4 SUtWM14S of YM 1 HV BLADE m AN! WAY S4 SLLT HJY NSrAIiAtIDti, ' !/ / FLORHA.BUILOING,M Hon Htgh Vebait -HurKeene Zone P� ` Ng' `;vas oz4a� mrc<a..c. _ ®24n EASTERN aEu wwir..u,G.' PA IL ECOIwo. amtlrw smSII,�•utlar fe Accordion Shutter System A S.S.A. KV. aAM #1 W/ CR W/0 4W, WNM HApf TJWT R5YWo A ENGINEERING=COMPANY MS �• x / - wa m w CC. nsxca ni A990CItl , C.D 15-CM ] ] wm W/2]/1] CC Ymam Po53Rri-Y!]4 is : (I05N),-tial 42f6 WCStr44d5 6rivo } o-mw: utHooadmn a6RAWM No W-40"l_ Went Po7m,54Ac4, FL J]4 7 , Yllf„�� kVkCfl A .Nit! J4 P:C. Y - 17— 9 07 P:f. SEl+f.l9IPNATUREfPAT$ "6 SHEET SEE EEO WALL CONNECDETAILS ON SNEETS 10 do 18 SEE Nrrcs ON tame saa 9 . re OUT IN I E ego INSTALLATIONS W/ 1 HV wasrt�e� / BL4DE W HV CENTERM TES **"Y� FBA"L eaniwurtx ..,euwx Ym+ a.eE© 2 a1�° ©OP'J to •®a ,{10•Q��'®3.RQ•t`" �cc. �.-Exlzrnvc i ctx SEE END WAtI CONNECTION � NrcTS tot ,8 i I'TAIL ON 1 ®'®'©®®•® ";— -- — — — — — — — — — — — — — — — — — — — — _ teoes ,e lro-.a-z l ®• � ®©. '®' � Q i s '/*' �• e ,n' i bL 41CLC Wi ]l 1�1 I iMCpY NtR3 �a LeKFEfC 1 'n ®� ® I l ENMATE M YC 170xp sus, a u' CEN ES M PMM(pN <i FKn M'0.E tWPj� � 0.C. :Vi.: W16N[. ± uJ.—eu_i�.Q.�•�_y oN Q0 11 FIN HVA HVB OUT - * HVC SI1G W ll`"t'l•�a� ®mot.. � C-... _---- i ®��•�"... � ....../�-PnSAYa f:tAs'u L�Jy{Ml :cREEE 6RI r \CTE me" A:1. ts.�Emnu f SY �. �. rsl GEMERMUAJEs ��®. ®°'�•®"Qa•�°' muss r '�' tS¢ s musE IN ON 1,TNTCON SiE£T 7. ;iMWgJ(t) I OUT — --I — — Le OUT EJ3 Ex oxy>✓ E9' e OUT HVD N14 p , HVE HVF** FlORDA 6LIlD1NC CODE Hon High Velocity Hurricane Zone s� 3�Q;: U�c S•, ✓�C CM7 M Eoo' AL 0=17 E 3 FflK SUPPLT. M. 3 R VTM ` 9 IL E p, A�S,SmAs Ace ordionShutter System REV. A7E R, W/ GR W/O, HY. WINGow BALE TIWT TESTING A ENGINEERING CGNPANY Anneriaarl ShuttBP. SYsIUrnS oesainwu w1t e•� •` C AssocTaltone Inc. sss 7kTfl a.m. aT/ar/1T. e�..Lu.._aS rep,u GWLtx4. RMPA ee, 1 0;➢ 19- nm.. M971..1520 . r, uo WI-1st1 926a Weetrouds 06, • GRAY.7NG No s West Palm Beach. FL 33407 s :y�ONAL ...... s awm w xiL, . PL r 17—t 07 P,E. SEAL�%NATURE/DATE n t"' "t16J s SHi ° E OP 20 ALTERNATE INSTALLATION W/HV " " LOC �0 V MALE/FEMALE "T" OC S TE S 2, LOCKERS W/ ni HV BLADE ser rxo ecxxECTrox 6£TAR_ a EErs lc a is OUT IN `?f" 6Gtt@wxx'aY.n �s.a—CW.V. E0G£m6P Ma e, 4n. wf [� ugp Icm M3 K1lqu,a (5)•n•sa in.m.sa, � ffE NOiE 6 fd! HJ tOLX J)� r �;w6Yna P ss a« Ynv w .-nuroq au[ n:yu fNN stiff "nswr, ewv fmm. . etums m � eiawr iGYBN MPWf41/f, p(YX.y[y ra w mv.. i�0 HV '7' LOCK' ---------•----------- --- 7/e"A x 02 am e .ZWKWITM�e ae617 m1= o 1LL ECOT TILUT TESTING'A EmrikERTNOCOMPANY 0.YS Nx Sv�.G..fi�]C4 MIKE iura,$RmWa :"G6s36'n-15:0.fG ;', IJte}e>r-i531 E6-amro rvAUCo A ixar x. cS. ILRSA 4c / Mi6) A.S.S.A. American Shunter Systems Association, Inc.. 4268 Watma4s 06v6 West Palm Bench, FL 33407 .OUT <6P1CI.�y, ypC—HVC SYMMETRICAL ND C�FNTERMAT�, ,V/ LOCK (MTERIORT to ^sf) a+iay.c earm®� io.0) �coa ar sm e wofa m eam+::R:wr<au.ey src0 1 SCMULE $I MAr,1MUM SEER SPAN -L+" R. -L-' (It.). FOR INSTALLATIONS All SEtlff6l18TFS, 0 h ® D, or Vil ONE N.V. 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FOR 4KIAUA+G15 INTO CONCREIE OR CORCREtE MOCK STIML M UWM. AS FO — 1- CONNECTIONS TO KEYSTONE MOUNT04G LIMITED TO +64._72 o.s.f. AND 81-0' SPAN, SEE MOONING(u)OR SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 " 10 HV BLADE C"17 R1EW. 4YC 1LT E O- TILLIT TESTING. 4" ENCENEERING COMPANY NSf aY. m, 44 ih R& K... GIt9QN, RLRT} 3) 9wn: (1'1.5tol-15M . PI, : (]As7s7T-1331 W-oT.6)19 tlACIM A. 7ylr h. P.E A.S.S.A. American Shutter Systems AsecGlctlon, Inc. 4268. Weslroads Drive West Palm Beach, FL 33407 V) L+; MA%WaY A.CFKIE E SPAN FOR A GMEN POSIJI ASD. D N PRESSURE WING. L-: MAX. ALLOWABLE SPAN FOR A MR nECVrr E ASD, DESIGN PRESS9tE WING, (2) PROCEDURE TO OLTORrKs MAXIMUu SPMI FOR WALL MWNTWGS (TOP/ROnOM) ON FLOOR/COU112 GNEII A PO'SONE ASD. CESGN PREFstoE R YIMG, DlwE uA%IYUU SPA) 'L+" FROM SCHEDM:f. GMER A N VJK AS,D. DESGN PRESSURE RATKG. OFTERYME MAxWUU SPAN'L—FROM BCIEOME. rt1 MAvvum MLOWADLE SPAN is EOUA TO THE YNWUM DETERMINCD. 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Hurricane 2dae 11)II�Ay�. i/(/�=q, cuo,Y miCm, wc. �+ ffizolr EUTEaN uE1rE 'SUPPLY, wa. ve rrs , A.S■'S.A■ BET Ate rN Accordion Shutter System r1' Y HY 9ME �T.W/ OR W/0 SLY. WMDN SATE bun TESTING A ENGINEERM6 COMPMr Amerkan Shutter Sy>4}ems 1 uTTEE 4U%Nh JChA m..xz uc... cYw�¢nmma Asmclatlon. Inc. 1 a.D 15-ees am 1 dm.oUz>/+r. _12 Pw IMI'szl-lvo r : {zw)sn-,5)1 4268 W4slroads Drive a C<" ms: r.sD�PYn DRAWING No S pRIOAs s 11! m ate»a West Polm Beach;, FL 33407 a 17-107 P.E. • ILk%DATE. _ nncmn. rc 7 w1az, g, SHEET16 OF 20 V NV WALL HEADER INSTALLATION �-i2 za¢r + rtw ns,ca swgw rsm,9tr r-Rort.+ae attron uv cE ccu®rzD w ..n mr w sw ,.ir wxv,tna� r 3J 15) ! BUILDINGS FOR 1 HV & HV♦ FOR INSTALLATIONS INTO W000 WITH HV 8rT F• A•S.D. 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West. POlm, Dedch, FL 33407 sO L—a=-MN „a; ' YM1SIS INSTALIATIC 6 S GHN( 0 e-60 GX..s,ML 2W, • s:uos Kr 'r oa- d0 6 as V 1//2' IyS �4Je /43o i I i2 C I 17A^K onJa •mKK.w.l 3 T 6 e.C, e e AC., M 3= 1 iF.3m¢e 1]'ra sc¢rz a+ ePsm+c fvn54 9 mma CM55� mm. SEVANAPW _-(SEE ;CHEO,nE1 ' 1 !3 1 ml . m # FOR RERTHA 9 atl A ORDIO ' R SYSTEM INSTALLATION TO A!ETAL STUD RA Fc T^ MAX. AS.D. DESIGN PRESSURE RATING; +75, - 75 (ps1) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MA ON THIS SHEET. 4. 014LY ENTERMATE 21 W/.� { HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE C (2) i35i (6' LONG, MNIMUM) MUST ALWAYS 8E INCLUDED AT TERIOR OR INTERIOR ACCESS SIDE. or CENTERMATE. SLADE SLACK DETAIL Wr IS ALSO-Y4LID FOR I tl]• t2 CENTERMATE T7 APPLICATION VJfTH DIADE� o 43b a•K 1 ,m ao3s• %xsK sAxc'r a 6'-o.c: AFq, A$N A.av3 CwCE .0 2 YNE' a mm V leas ma .. ,;' �, MS .WALL HEADER/SIE IN�TAh eTIO,h. 'MATES 2�1 7z�u,,.; 3a 1 /4"o NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE F WIND ZONE MINIMUM ASTM E-1886 SEPARATION TO CLASS 1 THRU 3 4 4• 7 QLlll a P. ® Aa=20Xa^ oroT MUST PENEIRATE 3)3•- 1/4'0-20 THREADS 43 l ero ELCO CONSMICDON VRODUCIS FAM-LOK HD COMPONENTS 1IN9115 F£RK18LC SCUC 3/tl'm 'i• %:e BOROP) cxY. >�L m.Ao, aua.i 4sn sa mAx w +c s-w ca.,.u¢ro rAsmm 1o,snros m, s.,nw+ wriEs wl Ut dash' ra scr:ws or MiERgA Ei ixrmroR FA{( TO WGIIS$. ]^ . a ,h' (Tlp.} t i• v 1 i• ]- `% 6 ,/2- WK. Y K **----I HV8BLADE SLACK DETAIL HVF Hvc FLORIDA BUILDING CC . ............. ox 1r nn o, we :�...� A.S.S.A. r T TESTING.,& ENGINEERING COMPANY Amorkon ShuNef, Systems • P uxu'a >fn An.. w>vnawa.4Pma r,Ast4n, A9socleflon, Inc. , K I^wu =37f-esm . I. : 13Lnw -tm 4268 WUtr ads -Drive. x. .�.,� West Palm Desch. FL 33407 ] „•w L VIEW Y SIDE CONNECTION TO TRACK