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HomeMy WebLinkAboutProduct approval wk SCIS Home Log In User Registration tiot Topics Submit Surcharge Stats&'Farts arts Publications Contact Us SCIS Site Map Links Seal ch bit §! i Product Approval R. tpW, USER:Public User Product APPMVal Menu>Product or Aonlication SearO>Application List>Application Retail 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.Luc1e,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Blitniore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Helssenberg Address/Phone/Email 1626 SW Biimore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A.Tilfit Jr.,P.E. the Evaluation Report Florida License FE 44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. R� Validation'Checiclist-Hardcopy Received ! ! I Certificate of Independence FL12246 R4 Col EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By I I i Product Approval Method Method I Option D Date Submitted 09/2712017 Date validated 10119/2017 Date Pending FOC Approval 10/2512017 Date Approved 12/12/2017 Summary of Products FL V Model,Number or Name Description 12146.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation instructions Approved for use in HVHZ:No FL12246 R4 It DEFT SHOTTER SFRVICFS IN.. QRWG 17- Approved for use outside HVHZ:Yes 244.PDf Impact Resistant:Yes Verified By*American Test Lob of South Florida Inc. Design Pressure: +160/-16o treated by Independent Third Party:Yes Other:State Missile Level'D*wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating: +30,-30 p.s.f.at FL12246 R4 AE EXPERT SH WTIER 5fkVICES DRW(3 17- 20'-0"span and lr160,-160 p.s.f.at 8'-0"span with 1/2"slip. 214 PRODUCT EVALUATION REPORTPDF See sheets 15,16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes ?6.11"12"51—2-1n- R 723nq itqf.1.4.47JA24 .;2C47-2r1j 5ta!L2LL2:jL ";Tcwm" The.State of flortdaS,an AA/Ew em;tof".cci!.�inn ur-01010"daW.Y.c1ri'l 44drrsses are J'.Wc records.If rou do net want Toil e-md.l ""-Volno to. no not send etc, ..'10 1"cntty.Instead,CQ-tia toe orec Cry jlo.lt or by vadttonal mast.11 r—ha',e4.7 questmm.please Contact -Z"'Muint to Fiordat statures.ewfwe ocmwr 1.20.2.wvZCe5 1W3CC UAdelCAA01cT 455,r.S.,nest pra,,dc;he ceptrito,,nt-111.40 crmalt ad-Jrras f they have one.The Ca'aAl provided may beusca for vvt hcemee-totwr ernaa ajareues are p-b'K leco'c'if Vc.Co not V'sh to supply 4 peftolat'dd"W"picale 9rc,.de the DepartmtAt q*a an erndj aclmss-'hr"c-De(-dL b*fae4txe to the puvc,TO cac"sne j yo,are a werste unlirr chapter 415,F.S..WtOSC Cbtk t_. PrQduct Approval Accepts: "Gard Safe GENERAL NOTES' B.ANCHORS SHAL-BE DISTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROWNG SHUTER SYSTEM SHOVO4 ON THS PRODUCT EVALUATION DOCUMENT((P.EO.))HAS BEEN 9.ANCHORS REQUIRED FOR STORM EARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE DN ACCORDANCE WITH THE 2017 (6th EDRI'ON)CF THE FLORFDA E3UILMUG CODE_ -3/8'ost 1/4'CALK-INS MAMIFACTURED BY POWER FASTENERS,INC. NAUTILUS ROWING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HUiVt.ICANE ZONES(MIAMI-DARE /SROWARD COUNTIES). -1/4'0x3/4'S9UD-SET MANUFACTURED BY ALL PONT,INC. -3/810 I<W1K BOLT TZ MANUFACTURED BY HILTI,INC. DESIGN WIND LOADS SHALL BE DE1ERM7N£D AS PER SECTION 16090E THE ABOVE MENTIONED CODE. -5/1610 TAPCON MANUFACTURED BY ITW BULLDNC,INC FOR A BASIC WIND SPEED AS KdOO_=D S THE JURISDICTION YzINSTA THESE SUNDERS W,tL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACNO FOR ABOVE MENIIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT AEDVE MENTIOUEO SHEET. FOR A AL L NOT ALITY FACTOR AXJ,(U 5.AS-D ASCE 7-70 FOR INSTALLATIONS BO DON 2017 FSC EDGE OISTANCE AND EMSEDML2T5 ARE BEYOND ANY FINISH MATERNAL. AND SHALL NOT IXCEED THE MAXa.PJM(ASD,)DESIGN FP.SSSURE RAN1G5 ISE:(GTFD ON 5dEETS t5 THRU 78&20 TI+RU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CCNCITIOY,ULTIAATE DESIG14 WIND LOADS DETS MINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEA BY 0.6 IN CROER TO ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHFIFIS 15 THRU IB&20 THRU 26. 3/8'Oxt 1/4'CALK-IV 3 3/4' 4 1/2- 1 1/4'(3000 pei) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS rsi WERE NOT OVER STRESSED. 1/4.0x3/4'SCUD-SET 3` 3 7/8'(3C00 psi) NOT ALLOWED A 33X INCREASE IN ALLOWABLE STRESS FOR WWD LOADS WAS h=USED LV THEIR A!4A-'YSIS_FASTENERS 3/8.0 KwK BOLT TZ 4' 4' 2 1/2'(3000 pal) NOT ALLOWED SPACINGS TO WOW HA•l BEEN DETEMUED N ACCORDANCE WITH LIDS.2015, 5/16-0 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS CE LINGWITH SHUTTER SYSTEMS OF TH ACY FORMENTIONED IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED INACC10.ANCHORS REQUIRED FOR MU1UOl CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. RE WITH S 1030. -0 AS OF THE ABOVE MENTIONED CODE AS ALHF ICON TEST IAB S, SOUTH IDA. 11. 11A. 12. 124 13& 130 FLORIDA. REPORTS 1030.61-D81. PER ASTM E 799fi-06.E AND O S AND E 330 STANDARDS,PROTECTION INSTALLATIONS FOR EFIN D BY 7,IC 3&4,I.6.7-1SILE TYPED AND ONLY APPUCABI,E TO HEFTeAS.0 9& 20 -KAIK BOLT TZ O@ANNSION ANCHOR MANUFACTURED BY HTLTI,INC. INSTALLATIONS. LI DEFINED BY SECTIONS 6.21,4,6.2.7.2 AND 8.3 OF ASM E 7996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY MITI.INC. FOR ADDITIONAL UMRATIOFIS. -WEDGE-BOLT ANC'0R MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIGIIS SHALL BE 6063-TB ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIVUM EDGE DISTANCE AND SPACING FOR ABOVE MENTICCIED ANCHORS SHALT.BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET" 4.ALL SCREWSGTH EXCEPT END RETENTION SCREW vD}TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 Ast EDGE DISTANCE AND EMBEDMENT$ARE BEYOND ANY FINISH MATERIAL YIELD SIREN AND 90 W TD411-E STRENGTR CR CORROSION RESSTASIT COATED CARBON STEEL AS PER DIN EMBEDMENT 0 f00X 50018.ALL S,DS,ARE TEK SCREWS VA14UFAMRED BY IFN SUIL.6EX&SHALL COMPLY W/FLORIDA BUILDINGGROUT FILLED DR CODE SECTION 2411,3"3.4. ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/4'0 KNIK BOLT TZ 27' 9' 4 3/4'(3000 psi) NOT ALLOWED 5, BOLTS TO BE ASTM-A-307.GAIVAMZED CR AISI 304 OR 316.SERIES STALV'L,SS STEEL WITH 36&si MINIMUM 1/2-0 ICATK_BOLT TZ 22 1/2' _ _ 7.1/2' 3 1/4'(3000-PSI) - -NOT ALLOWED - - -- -- YIELD STRENGTH. 3/8-0 EOA'GC BOLT TZ 6' 4 3/8' 2-(3000 PSI) NOT ALLOWED 3/8-0 HUS-H SCREW 4• 5' 2-(3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER.SYSTEM SEARS U.S.PATENTS#6,695,225 AND J7,400.980, 3/8'0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR(g)b-05 RAIL SHALL 8E AS FO'.LOIeS_ NOT ALLOWED 5/8-0 Rf-H SM OR tf--MM BCU 7 1/2' 7 1/2' 2 1/2'(3000 PSI) NOT ALLO'NED (A)TO EXISTING POURED CONNCRE-E -Mlli.3COG O.s.i.COMPRESSIVE STRENGTH. 11.THE NSTALLARON CONTRACTOR IS TO SFAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL 0.4*10RS AS MANUFACTURED BY ITW EUILDEX.INC. TO PREVENT WIND/R4114 INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANICHORS AS MANUFACTURED BY RILTI,INC" 12. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO AA) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE." INSURE PROPER ANCHORAGE.TMS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE.CONCRETE BLOCK OR WOOD FRAME BUILDL4G5. '4 1/4'FOR 5/16'0 STUCCO XL LL BE C N 2 1E2'FOR R/r C KHE BOLT QUI 3 ANCHORS. 13,THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZOaTJG REGULATIONS PRO�ADm NO EMBEDMENT INTO STGJCCO SHALL BE CONSIDERED AS PA(tT OF THE REQUIRED E1A9EOVENT. BY THE,tURiSOICItON WHERE PERMIT IS APPLIED T0. A2) MINIMUM EDGE MSTAACE(ED.) INTO POURED CONCRETE SHALL BEc 14.LIFTING MEC2LWISM NOT PART OF THIS APPROVAL 4' FOR 5/16-0 TAPCOU XL ANCHORS&5'FOR 3/0 6 KW(K BOLT 3 ANCHORS.EDGE OtSTANCE IS BEYOND ANY FINISH MATERNAL 15. (0)THIS P.E.D.PREPARED BY TMS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON C NDITIOt.S DEVIATE FROM THE P.E.Q. THE EMSTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TCI REACH THE MAN STRUCTURE BEHIND SUCH PANES. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRCDUCT,BASED OH THIS (9)TO EXISTING GROUT FILED CELL.CONCRETE BLACK WILL-ASTM C-90 . P.ED.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CO.VDRIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCOI XL ARMORS,AS MANUFACTURED BY fnV BUILOEX,INC" (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.7)MINIMUM EMB E 2 11 OF 5/1610 TAPCON XL ANCHORS IJTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOVE THE ENGINEER OF NO EMBEDMENT T 2 4/4', RECORD EO.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECCRO,ACTING AS INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOLiRED EMBEDNEM. A DELEGATED ENGINEER TO THE P.ED.ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORA'MCNGS FOR REVIEYI. 19.2)MINIMUM EDGE DISTANCS(ED,)OF 5/16'0 TAPCON XL ANCHORS TIRO GROUT FILLED CELL CONCRETE BLACK SHALL SE 4',ECCE DISTANCE IS BEYOND ANY FINISH MATEFUL (e) R7 ISORD TO�'SHALL B R�E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 8.3)IN CASE THAT PRECAST STCNNE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT UAIIUF 'y4RS8,$1 LABEL SHALL BE LOCATED Ohl A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA EURD!W- 0 YABfit SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 17099.2 OF Ti1E FIDRDA BUILDING COM (C)TO EXISTING WOOD FRAME BUILDING.SPRUCE PINE-FIR-SOUTH (C-0.36),DOUGLAS-FIR-SOUTH (G=0.46) OR ,1 1 6S. m SUALL OA2Y BE USED TO SOUTHERN PINE#2 W/G-OS5 MIN. A�1� ,r•• THE STATE"OF FLORIDA \ FLORIDA BUILDING CODE(Non Wqh Velocity Burtlewe Zone) -5/16'0 TAFC04 XL ANCHORS,AS MANUFACTURED BY ITW BUI.DEX.INC. ; AI e � 02017 TtTECO T.C. � CPArtJ vr: CA)MINIMUM EL49COMEW OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL � z ��44161 I � Nautilus THREADED PEN---TRATXiFC. RotIfNN shuffer5 stent NO EMBEDMENT INTO FiNtSHt MATERIAL SHALL BE CONSIDERED AS PART OF THE REOUIHED QABEDtAENT, �,"E C O INC. g P /GOLD 7 C.2)MINIMUM EDGE DISTANCE(E.D,)OF TAPCON ANCHORS"INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE IS pp° *�-u*TcsnNc a cHa 9T, cou'W EXPERT SHUTTER SERVICES INC. /'Uf�tIJ'' \ ee:<ss x�.w a.er.xs vcaa uRA n u.a BEYOND ANY FINISH MAIEJtfAt •.` �'�\\ ow.:(ICsi�1_1m.ra.:pa^,er+-w: 1626 S.N.OLTINOP.E SRiEEY 17-244 C� •••••••• � \\ �_xr1�:UtaaOodsom PORT 5T.LUCE.FL 34794 OWrBIG W C,3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENNEER OR PAVERS BE FOUND ON tS��pb)•f0�6 11\ E9-CM6719 P'A"E Leool 7.s-o-x4•rAx:17107 e71-0170 THE EYJSTING WALL DR FI.004,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND -�'*'-^^�'-y 'WALTER A IN 4.PF '+'• SUCH PANELS. P.E.S`•+W0,-jVM1:./DATE FLCI40A Ua A"167 n 5143.7 t K25 #6 #7 #8 #9 #10 '-4W If #5 '"r r2zr- h i� #3 -1.62W- WrA DETAV�P, 5�1 1 11 -'� I WW A y• '• Icvse czase' '13 OPTION ffl MMMMV OPTION#2611WASH-R) C_j 40ITSTADUMSTEMSCMEW at COATE01WHAC-SUER DE-I'AIL-P WbOKMOOZE ANnCOFROSM 00ATMSYSW4ASWVACrWW SYSUNBUTCOATMUC Fv-191A WmWmcm, 5w vy JAW, L "Zi j oA SLATS mrI &jSTAR R SLAT m.m. - _ .ALI.,. SCALEvr-i' OB 6!�T Fy-3f5td(.h) DETAIL!S .' ALLOT scac.1W-r t.12S! 1.1 MEWICMUSSIAN062) WAWGWRZ� 1IMmmouUmmW TV1W&r*WATYIEIAmt%W Trm-) O 13UILD-OUTTUBE REXJP.;LfA01111S6WW @_6LTAINI11G SYSTEM: BUSHING BUILD-OUT TUBE @ BUILD-OUTTUBE GZ3-T8ALU%q%W/4L0Y @ sim gArt, C063-TOALUMWJMAU .12V WTI`a Kechlm By SKAMA L(AfVL9AL=FM 10 ALLOW FdR A MUMA 04W -12twwy CLM"M SEMM 9:RrM MEAD A.10 CAVITY WALL AT r WA,14,0Z FIMCNINS. @ BUILDOUT TUBE I 6053-T0ALUWMW=0Y -4.cco" I im-ogm-miBUILDEYTEKSCREW FF CARBON SIFEL OI 5116'0 RYJIBUILDEXTAFCON XLMICHOR CAREMSTEU -c;T--------j @ STORM BAR (D3/8-0 HILTI,INC.KWIK BQLT 3 ANCHOR 6%I-T6AI.UL01UUA"Y 47 MULLION CARSOU STEU SCAW 14'r O,F TRAPPED ANGLE @ 44 MULLION 4XB MULLION 50W�6148 AL I A.Tit $CALL Vr-I- 6%j-'r6ALUWWLIa0y 6XI-TSAMUMMAULOY SOME IV. • Scmz:W-f' SCALE.3.T.V • FLORIDA BUILDING CODE(Non High Velocity nicone 74m). oy 02017 T2LTE(:O C.C. No.441 i7 CRAiM ST: Nautilus /T—TILE—C�0 RoffingShufferSys*m CV24/17 EXPERT SHUTTER SERVICES INC. ,;p \A 1626 S.W.8:LW0qE SIRE17-244 t3k CPAWWG K. 10)11 ov ST...Inc rL 34984 COMPONENTS N�fx PKII-'(PWM AS-=.FAX.-(M)WI-Ml EB- 719 WALTER A.TRW itPF FLOROA L;-r ut67 SHCff 2 61`26 j i • 14 14 1 I . 14 AA 21 I 13 f t O • 18 1s • 1 SIDEIEND CAP I j 1e 2 HOUSING(BACK&TOP).040 THICK t6 ° 3 HOUSING(FRONT&BOTTOM).040 THICK � 4 SPRING BRACKET s ® 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE t 4 .� -.417 SIDE RAIL(MAIN SECTION) .r -1-0 8 SIDE RAIL(COVER SECTION) .�• Y 117` - a -� 9- ALUMINUM STARTER SLAT J� 10 ALUMINUM SLATS 1-10 9 11 ALUMINUM BASE SLAT _- 12 TUBULAR MOTOR 110 13 MOTOR BRACKET .1/0 14 SPRING,GEAR&MOTOR BRACKET BOLTS ,/® 15 HOUSING(BACK&TOP)FASTENERS ' & .1-0 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS Wo18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE /0 22 GEAR-PLASTIC OR Z AMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END QAd •- SSEMBLY COMPONENTS 10 - �I ;••••CIS�C•'t FLORIDA BUILDING CODE(Non Bigb Velocity Nurrkane Zone) aa.44167 `; = ozo1:mTEco @IQ Nautilus L.C.or- RoRiagSh¢KerSgstam wp4l7 0 -off- I L E C O tqc. EXPERT SHUTTER SERVICES INC. nA,c '���Int TIt11T TCSTIK6 h Ei(pNE:EAIK6 CaYPAKY „t�: m w.:w cu�•.nu m w1c, 1616 s.w.B6.Tu6RE SMET 17-244 � ,rr.:(1fSP-71-y,l PCRf ST.WCE fL 34884 4. G:P ••••••• (, \! ,1 °-m°t 4Tk:°fla°4°m Ok./WKG K• {�17/O t 4� 111 U-6066719 2(=J 719-9G39.r!A(97S)e7i-WiJ 1•ALTER A.TRlff.Y.P.E. ar. ouu� ua P.E"fftPr7� RE/OATE fl.Ort-'6A tc B 4"" a BOX Y/6 & Y/7BOX D V/9 K (rYP�)eR 4 V/9 KTEEAR Y/6 & Y/7 END CAP t END CAP END CAP-- LATS AP LATS SLATS 2 92 SPATS SLATS 03 p3 SATS -SLATS 6 t SLATS SEATS SLATS ` SATS 8 SLATS �r 8 SLATS (3f8 0'/8 0'/8 0/8 0/8 S 7 LATS ' 'SLATS W. g e �y e s&IrsD SLATS [� (TPP. EO. END) (Typ, Ea. END) - — - ------ — 9 SI TS SLATS A " a •10 (TPP) 10 (EVP•) SLATS I / .777777777777777777777,77 / STORM BAR SPACV / . / /. / Y / / g pY/6 & Y/7 tsEF stsEET z2 B ®V/9 V/g f>Y/6 & Y/7 M—SLAT SPAN (SEE.SCHEDULES ON SHEETS 15&20) , !!oc SLA?SPAS! TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS (SEE SCHMUS CN SWEET 15) 110TE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CISS i" SHUTTER H:IGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STCRM-FAARS,W/STCFY.1 BARS OR W/STORM BARS&MULLIONS W1 HEIGHTS UP TO 11'-0'. (a)CURTAW SHILL START W/11 SLATS AT TOP.FOLLOWED BY p2, p3,.....THEREAFTER,ALL THE WAY Wfift EACH SLAT p SHALL CONSIST OF VIN.FIVE(5)SLATS OF THAT SLAT gUXJ—*-R.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW pt SLAT SHALL BE CONTINUED,UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUAN'M OF FINAL SLAT NUMBER 19s-TALIED BEFORE BOTOM SLATE MAY VARY WITH SHUTTER'S HEIGHT. a••A�•••••-•••- __ __._ .__ . t� P.7tj (b)BOiTOV SLAT©MUST BE ALWAYS INSTALLED. ,tt' cis ,'�P •.` ,(•• 9 r* CASEY,'SHUTTER.HEIGHT LARGER.THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM �`, V ` •••L• FLORIDA BUILDING CODE(Non Tilgh Velocity uun1cau Zone) BARS AAD W/OR W/O MUWDI;S W!HEIGHTS LARGER THAN I1'-0'. X0.441 0 2017 TILTECO INC. N Nautilus WA6N F/ (a)CtJRTA1:4 SPAM srART V!/ i SLATS AT TOP,FCLL07tED BY p2,p3......THEREAFTER,ALL ,k: * e* +"-�w�����+ L"0' THE RAY DOWN.EACH SLAT III SHALL CONSC67 OF MIN.FIVE(5)SLATS OF THAT SLAT RoilingSbuttcrSpalem EE/2ytT NtWB>:P_PROCEDURE FOR ADDING SEATS DOWNWARD BELOW#1 SLAT SHALL BE -0.% Z'� G C O IIt C. OATS M111IITOJED UNTIL#10 SLAT r INSTALLED.AFTER p10 SLAT IS INSTALLED,ADDITIONAL p10 = �c�a •24�`` EXPERT SHUTTER SERVICES INC. r VM'Iv�j \ TIWi TfSTINC h EHWNEERIN.)COLLPANY SLATS VUST Fs.USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ZOt•,••.• ,• 11 ays ar.xsr,s.s:<T45.auo.et rumrs,n.nla 3928 S.W.93.TMCRE 5TF>EEt .P • �� 111 1'nw-(mam�aecoOool`eom 1.Ssl FORT ST.LUCr-FL.34994 o"WE G Ho —244 17 (b)ECTTCE.(SEAT BQ MUST B£ALWAYS OPD.ED. ♦� S�ONAI,F' 111 e- ER-0006719 R4tZ`Ee•A1 lag-70.54.TAX:1777)0T1-fl.50 /•EE WALTER A nwr J.,11Zra ca P.E. SFACJS1Gt7ATURE/DATE NAM U.6 44167 n n . SHM 4 01`26 a Mex.UULWJ SPXrtG - ---- - - - W-1/10 OR W-2%11 O ------- (SEE - ---- (SEE SGILEDLIE G Of Of © DW-3/12 OR W-4./13 G Of� Of ON S1LrEI5 24,25 d 2by D W-1/10 OR W-2/11 OR Riaz STORM BlaL SPAOitC Max.UIJLlbN SPFCRJG � / � O ftF1R (SEE SOWAE ON SWEET 22) (��� V 9 c--) W-3/12 OR W-4/13 80Y. 2 25&26) rtG Of G�1 Of r DNSxEETs 4, BOX f i � I• END CAP ' �-"' END CAP—• ! I ' it 1 I I I I gi I I I 11 SLATS a�ar NafNNo=n ®A IIIIiII1Ii I11IiIIIiI I1IIiI1IIiIl II1Ii11IIiI II1Ii11IIiL iLIIIi / iIIIII iIIIII i_.� •i-t-R 8 iiIIII itIIII S,Sf8,.L4LI5A TTS 92 p2 SLATS SLATS \3 SLATS stars (4SLATSN b5 o SLATS I SLATS o3W z -675i I SLAS O /8 S1 61S gt A r7 SLATS SLATS R B(Typ.) R/8- 1 I R/8------ ypN' Pg or °f TB N I R/8'-- I L R'/8 SLATS-- -- 4 v 1 I I R'/8 11 R/8' SLATS D-- IN �� D N R/8 1 IL j I i i (Typ. Ea. END) I R'/8 i i i (Typ. Ea. END) R/8- i R/g i i SLATS I jii ILIII R•/g II1I:II1I R•/ II1II1I i1 •ii� R/8 1I 11I R//8 u; u II I IIII SLAT S or or or I II R.R.1/81 I DO 610 SIATS SLATS W-1/10 OR w-2/11 OR' �(R 1 Max. STORM BFR SPACING— � W-1/10 OR W-2/1"10R� © V g `J (SEE SHEET 22) W-3/12 OR W_4/13 r w-3/12 OR w-4./13 /s r (Typ-) I (Typ-) Max. SLAT SPAN Mox. SLAT SPAN Mac SAT SPAN Max. SLAT SPAN Max. SLAT SPAN Mox.SLAT SPAN (SEE SCHEDULES OH (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *. ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION do Wf0 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE., SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN W-0'.PPPUCABLE TO INSTALLATIONS W/°STORM BARS,N/STORM BARS OR W/STORIJ BARS&MULLIONS V!/HEIGHTS UP TO (a) CURTAIN SHALL START V!/#1 SLATS AT TOP.FOLLO'lIFD BY§2,j3. .....THEREAFTER ALL THE WAY DOt'IN.EACH SLAT 3 SHALL CONSJST OF FNE(5)SLATS OF THAT SLAT NUMB?PROCEDURE FOR ""'•- ADDING SLATS DO=ffARG BI LON Q: SLAT SHALL BE COUTTILI--_-_UNTIL TOTAL SHUTTER HEIGHT IS t,�' COMPLETED.QUANT"OF FINAL SLAT NURSER 14STPLLED BEFORE BOTTOM SUTQB MAY VARY IWTH IIH � T'•. FFA... SHUTTER'S HEIGHT. \\,, ''••vCSC�''✓� FLORIDA BUILDING CODE (Non High Velocity Hurricone Zoee) (b) BOTTOM SLATI'B,�MUST BE ALWAYS INSTALLED. 4167 ' 01017 TILVZ6 Ric. CROM Or. ** CASE 2:SHUTTER HEIGHT LARGER THAN ti'-O'APPLICABLE To INSTALLATION WO STORM BAR AND Va/ ; = Nautilus L.G. MULLIONS W/HEIGHTS LARGER TW41 11'-6'. C/► RoHingSbMSerSyalom Ce/14/17 (o)CURTAIN SHALL START W/91 SLATS AT TOP,FOLLOWED BY g2.J3..._.THEREAFTER ALL THE WAY EC O IXG. DATE DWIm.EACH SLAT®SHALL CONSIST OF F�(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ' 0�''• p \ nlur rEsrlNc tt ENGIHEERINa CpMPAJrc EXPERT SHUTTER SERVICES INC. \ r...w,xw a.o.as.va�r•c.rxi n v� PCR S.W.BICI- Fj STREET ADDING SLATS OOYlNWARD Bc"LD'N 81 SLAT SHALL BE CONTINUE UNTIL X10 SLAT IS ItJSTALLEO.AFTER ��C' � � \1 w.:(xs7an-Ivo.ra.:W)m-rvr 17-2'14 • F PART ST.LUEI_,FL_34994 010 SLAT i IS INSTALLED,WOTTIGLLLL 110 SLATS MUST BE U5�TO COMPLETE THE TOTAL SHUTTER ms's/ NAI. X1111 �""��aaa0tcom aHo•,G Larva ]4a-ama.rla: m1 a,1-asao "L110'o U. WALTER A.TRIR.'r.P.E. 'a "" (b) BOTTOM SLAT QB IJUST BE ALWAYSINSTALLED. P.E. GNATURE/DATE FI-oROJt Ue•1 44167 . n. sNm S aFio r 5/16-0 TAPOCCIS XL W/ POURED r--5/16.0 TAPCOrS XL W/2 1/4"Min. 1'.1-.1/R"OR 2".2x1/6 _1 <'Ci3 4'(iY!BUILOc'7.TEN SCREWS 2 1/4'ILn, QAB_cDMa").T COPtCRETE EMBEDMENT 4 10.0..0.060"GALV. ALUMINUM OR / / W/ 1'OD.Y0.060'GALVA,UZED STEEL tt 1 0.D:O.DED'CALV, % REO'D SLEEt.WASHER©24'ae. 5/160 TAPCONS XL W STEEL WfStFR 9 24'o.c, 1/4'Min.EMBEDMENT % WASHER 0 24'o.a. 0 24 f POURED CO11C40Rc'SE I' POURED CONCRETE ED OR GROUT FILLED OR GROUP 1 CONCRETE BLOCK i CO'-iCPETE BLOCK L WALL REQUIRED. - WALL REQUP.ED. ° j I EDGE G� i / EDGE 0j II OP?<C1m , M M OFENING , M EXIs11Nc " O oclmrc Q05TL4Yi GLISS�~I GLASS alas (BETof.DD j h i (EEYOPIO) I SEE ALLCHOR % Y w % ScHr UL �ESO ON / SolEDULES ON ySEE ANCHOR " F s SHEETS 16, 17 16, 17 - _ _ _ CC _ SCHEDULES 6N Ii w &16 S o SHEETS i 16. 17 A & 1e t Ao w A Lon. SEPARATION Min. SEPARATION S Min.SEPARATION TO GLASS TO GLASS TO GLASS i g (SES SCt--W-LES, EKrMOR j (SEE SCHEDULES, DQROR N. (SEE SOUKES, as ts) � ON stEr 1s) SHEET 1s) 13 O / p OE . E1 ji i� D @DR33 i / ii 0/8 j 0/8 0/8 / ° 0/8 0/8 /i 0/8 POURED CSN-RETE71 / POURED CONCRETE OR GROUT FTLLEO I OR GROUT FILLED COttCRETE FLOCK POURED CONCRETE_ CONCRETE BLOCK I f1 73FLe REOUIRED / OR GROUT FILLED WALL REQUIRED. CONCRETE BLOCK " WALL REQUIRED. n b n EDGE CF / GE OF j? S OPEtt01v ; „ :; OPEN EDi al B ., O g L��._______ 2 1/16" .I 2 1/16" /I M'N.ED /LL MIN.,EO 1 2 - C 1 I/2•.l 1/2".0.062".CONT_ALUM. iCY0,062".CONT. FNGLE W/5/16"0 TAFC7JN5 XL W/ r' 1• FLUM.ANGLE 5/t6"o TAFLcmis XL Yt/— POURED CONCRETE S/16"6 TAPCONS XL W/— / 2 1/4'Min_EMcEOMe'NT -T 2 1/4'Min,EMBEDMENT 0 2e ae. (1'a<3 ksi Min.)REO'D. 2 1/4'Min.EMREDMENT _ S 24'04. O 24"O.C. WALLMOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS 0,1� * '�:T! ir ✓ FLORIDA BUILDING CODE(i1Non High Veracity Hurricane Zone) 02017 TILTECO BIG if aufrilus CRUM or INSTALLATION DETAILS ON EXISTING POURED 44167 `- s Rotlln ShuKerS tem 08/24/17 CONCRETE OR GROUT FILLED CELL CONCRETE � *o=. F .� /nun T L ENCON,NoY� EXPERT SHUTTER SERVICES INC. SATE BLOCK BUILDINGS �• - a�Y r= �- - v„a 1626 S.W.nTMORE STREET O r�44 \\ r •:rffip71-.ago.re:tmm.-1531 17-244 %SCALE 3/16' - 1' •"•••O • \\ a-maa L'tmocwl. m PORT ST.WCC,ml m)8 ��,a N. �P ••�\ L\ ®-0006719 PnatE(Eta)J 1-9CE.rAL pR)67t 9 a �1� WALTERA T0.lR 'J.P.E. rat ua y Ir'a/DATE no;=Ll-B-.167 m,sm. a� SBEET 6 Of ZO iii 10 r --- EY.,SM'0 v.'ODD E�TIt"6DOD �S/16-a TAPCOrS YL W1 5(16.0 T<PC0;6 XL W/ TRUSSES eR RAi�Eti/ TRUSSES aR(ufTER 2 1/2'W1.PEAEIPATICU 2 1/2'Wn.PENETRATxl1 i/a o.s/4'me suatEx 1/4•0.3/4•mt(GMEX 1'.1'd/a•OR CR L:t•O.O..O.0E0'GV. E[1'O.DxO.Cso'GALV. TEK SCREA'S W/ TEK SCRENs W/ Efa5Ti+5 6L^CO EXtSTC,C WDOD x•.2",1/8• 2•.2.1/0• OR AAETER SEE!WA5Nr7T O 2<'o.c. TR'USS•3 OR RAEIER STEEL WASHER O I4"o.c 19"' N TUG= 1'OD..0.050.OALVAN2ED ALUIIC:UM NBE f'O.O.WASHEROfO'0 24"BZW I SIM WASHER 0 2i o.e. STEEL WASHER O 2a'e,c I 5/i6'a TAFCO>,S XL 5/16'0 I W(2 1/Y LEa1 ETR/2-MS W/2 n N . �r FTJ.'EDIA4IOPENETRATION O 24•oc. O 24'ac. , (2)2'.4'OR (2)"4"C OR - 2'.6.00.1E 2"d•COM. (2)2'rt'C4( 6'OOD HEADER j WOOD FCAL`ER (2)2'.<•OR RE(RriRED ' REQUIRED 256"CO'JT. 2'r6"COM. 1 WOOD WADER WOOD HEADER REOU41-0 3 REQUIRED 1 EDGE .•.��• ` EDGE c \ �1 \ EDGE Cc• \ I M t� EDGE pm�_ P+ OPQGtG \f\ M '^ oPErvD \ M cFQAcc f z cFEfaHc I exISTINGDEXISTINGF705DNG .(�eBOR 3(2Y.<'CR ( SCPARATdV �•' I Irn �>(2)Y<f'OR (x)Yxs'OR I 22'.6' • t 1 s G 1 :i G9ARAIV4 1 •.,OM.WOOD t0 C..tS's te2.GCONT. i TO OIA,'S Y.6'C0.YT.�.ti SO4Il.TE DI A w ^ 6'00.3 STUD t� WOOD STUD11�, 0 DVAX. • 1 l i _ OtD7 227 eT6•o.C. \ _ '.tTLT Y.+)wale OuZ M%4•R QEDr I -—- - i _ _ _ _ --- VAX.REOURED x (SEE r A.•1CHCRS q SEPMnTION (SEE 54Em 20) (SEE SHEET 2D) 20) I r�cc II J/EET 21 (M SSomu CN uusI ' SIM zo) 0 0/8. - O/8a/a 1 i (2)2-.4'CR- 1 EE A44CHORS C I SEF AN�ftS2)2•,6• 1SCHEDULESd,EAI'LE EDGE 0fS Ca.T.Y�JD j ON SHEET 21 u, EDGE OF 1 Ct7 SircE'T 21OFENT7.Y57UO a 11G• 1 �Era::a 1 I ac.MAX t E.O. REWA.7ED. 1 ' D ` I 1 SEE ATICHORS t/2'.T t/T.406'c (sEc s1+EEr 1 I E0. z',4•.D.CA2•.CC:T. 1 4) cDULE ,_c ALNI.AUME 20) _ E. A!.UN. 1rL \I \ ON SHEET 21 r I 3/t6'a TAPL0:5 Iq. \' 3/16"a TAPCONS XL j . 0/a 1 0/a W/2 1/2•Uu,. (1 PENETRA^.Ora I PENETRATION O/a D/a O 2i as MASH 2.4"OR 2'.6� FWSI O 24•o<. 2•.4'OR 2a I E1nS7a;G WDOD 2.4'OR 2'.e� I FP4H Yd'OR 2•.fi� 1 COM.WD00 ExETIVG'a00D CONT.WOAD \ lX)1T.6'rMD ( E IS01.T.WOOD COM.WOOD ' DECK OR BOTTOM PLATE S' CECK OR COTTCU PLATE EXISTING WOCO WITOM PLATE DECK OR DOTTOU PLATE CO(iCRETE SLAB REQUIRED CO!:CRETE SLAB RECUIREO DECK OR REDUeRED GQxYRETE Stag REQUIRED RrIaWED. (SEF SHEET 20) �FiECU1RED_ (SEE S[ET 20) C'ONTRETE S1A9 (SEE SPEET 20) REd11Rm. (SEE SHEET 20) 5 � 'i- B REQUIRED. Ems' ��.,• ' j LS •, _ � (0�1AF11rACF) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUF MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXI&T.K.G.- WOOD BUILDINGS FLORIDA BU1lDWG CODE(Non Fllgh Veloe;ty Hurricane Zone) 1 0.44167 1 e 02017 TILTECA 124C.C. Nautilus mN m <C * � *: RolliagSLotfarSya(em OB(u/17 [L ECO1,.. % [ �.;' pTW IT IT MIG h E14GLNEIRING COMPANY EXPERT SHUTTER SERVICES WE ATE Teo.9_R... a rA eUtEK R Ytee 1626 S.W.EILTNCRE STREET 17-244 S� 11 a-mak UlemOadeam PORE ST.WrJE EL 34794 DRAWNe 1w O �� 11 PIIO.i'(PAa)149-9C�fi.fAx:En H11i70a NAL II A.TUIT' `` WALTER A TRlm Jr.P.E. aQ P.E. SEAL 814 RE/DATE MADA Nu,44167 /+•/, S1tE17 7 OF 76 n.ED. POI RED CONCRETE ED. O OR%CC11 ED— OR DOR GROUT FILLED ED F I OR OI OR J POURED enertFEtE ORPOURFA COtL1?EiC BLOCK `* POURED (SEE SGhIDUtFS 0;1 (SEE SIxiEDUt£S ON OR=FMLED ` (SEE SCFfG `GR=Fl •\ K OOR J CONCRETE oa , SHEETS 17&18) S`iEElS 17&18) CONCRETE t~tmc SHWICS 17CMICRETE BLOCK N (SEE H10E ULES ON catwr FLILED� SHz'.EfS 17 CRETE BLt)1 _ z.7sD• H L^1 \ 2548• 3.4SY � A, \ 4•o.c. A OOR E1 2. '`% E02 0R 3 _Y 2.OR 1' t`J H H DA .V4. E�• 1/2•. 1/4• 0 4•o.c. D 1/2',1/4 D SECTION W STORM 9ARS OR t/8••J'.IP D 91/2•.1/4' 0 4•ot. OR 1/8•SLP 1/8'SUP FLUSH MOUNT (WALL) \\ OR t/E s1p TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT MALE s/le•-1• SECTIONS 0-0 (PLAN INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SGtL 1/4•-I• G G oa G ��. 1 G oR© O 0 4'aG 'i A o c'at. 0 4•at. 1/r,t—/4' D O C•ma A /v ®4'o.a SECTION Q'—Q' !PLAN) D t/x.t—/4• 1/x-.t—/4" f ORIENTATION #1 OR S e'SUP OR 1 8•SUP t/Y,t/4• 1/2',i/4• t/2',t/4' 1/2•.1 4- / / OR i sup OR 1/8•SUP Da 1 a•SLP OR 1/8• WALL MOUNT END MUWON D /e D D / b SECTION 0-0 (PLAN) SECTION O—Q (PLAN) SECTION C — SECTION R'—R' (PLAN) O H N R R (PLAN) ORIENTATION f 1 ORIENTATION #2 ORIENTATIONS 11 & #2 ORIENTATION #2 A o 4'ox. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 1/T.1/4• t/zr T/<• -{/�]�} n u OR 1/8•SUP CR 1/6•SUP `J 1 (2) 2x4 OR I la 1 1 2'x6"STUD (2) 2"x4' OR ,/ 11 (SEE SHEET 20) EP'`a (ON SHEET 21) * ALTERNATIVELY TO H A G 2"z6"STUDS It I t ON SHEET 21) O (SEE SHEET 20) - (SFT.SCHEOtP.E IAIN. 1/2' 1/4"0-20x3/4" S.S. M.S. S SSCHE 2t) PLYY10007 W/ NUT MAY BE USED I SECTION Q'—Q' (PLAN) :AIN. 1/2- 1 � FOR THIS CONNECTION � ORIENTATION 2 PLY"OOD ,+ 1 WALL MOUNT END & INTERIOR MUWON I E2 0R E•j 1.750• x.288' 2.Oi 1• A. 1/4 ° OR 1/a'SUP 0 4•at. D t/x',i/4• ��� t� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) l^J OR 1/8•SUP O ; .4416 02017 TILTECO L.1- Nautilus CRAM DM FLUSH MOUNT (WALL) BUILD—OUT MOUNT * L.C. Ra RingshuftrSysiem 08/74/n SECTIONS 0'-0' (PLAN) IL EC G CO 'ATr ' : EXPERT SHUTTER SERVICES INC. TnLT TESTING 8:ENCINfFA1NG fAYPU1 Fp ••. yIw 1626&w.aLTUORE STREET 17-244 ....•'�' \ ws.,:(n57nI-Ian.rc.:DXTI-ImrORT _ INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS "=s�� qLE ,1�''� D-0Eoe"`°a"' P�1 T'9-�atr�(m)gv1 tet° �"""`F. St/:E:1/a•=1• 11 WALTER A.TFLLIT3r.Pr- ei4 P.E.E.SLIIATURE/DATE rLOR;fA Uc.!a4187 am m sl+tti a oPxs 1/2-Min.ED 3'--=-4 1/2'fttin. ED FOR 318"0 CALK-R7 ANCHORS (4) 3/6'0 CAIN-IN ANCHORS OR 3'Ui.. ED•--! 3'Min. E.D=FOR 1/4"0 SOLID-SET ANCHORS (4) 1/4-0 SOLID-SET ANCHORS OR 1 (4) 318.6 KHIK BOLT TZ EXPANSION A%VORS OR (4)ANCHORS- PER Uin. ED.---1 Min. ED.---•t--kTiR•3/8 o KKR HOLT TZ EXPAt7S10N AltCHCfd �f (4) 5/16b TAPCON XL ANCHORS STORIA BAR CONNECTION, 3 1/E'I&r. ED.--1 t1/6'Then. EDS--I-FOR 5/16.0 TAPCON XL ANCHORS J' - 1' 3" t' SEE TABLE 2 ON SHEET 23 EDGE OF SUB EDGE OF SITS 5/tfi'm T.,EMS XL ty/SEDUENTI. (Typ.TOP& BOTTOM) IF APF-I3G9l -I L�APPLIG9LE 2&J7b9sD.O50•CAL% SEDUENT STEEL WASHER 0 24 c.c. - 1- 4'Min. 2" 2T "z2'zt/8'x0•- (6063-TIS 6 N IM POURED CCVCR_T" POURED CONCRETE ALUMINUM ANGLE EASIDE W/ (re-3VSECURED5'nx ' (rc•3 Ksi) 5•Min. 2' A (2) 1/4'0-14x3/4'ITRJUILDEX TE X 5/160 TAPCONS XL HICK REQUIRED eCREVS TO STORM BAR K w/2 1/4"Mtn. EMBEDMENT& TOP&BOTTOM) it 1,0DSTEEL OA HE c0 •l SECTION S-S 31 I I 24' WASHER O 1 ft I I 24'O.C.o - 2" 6 A BOX i! I r I UL:F6NE SCPFN FULLY i, I I 0 I I LN9E;vfD Ctt4 A40Wn F; � I I A4CFCR 0 1'111n.FOR 9 i BOY. K Yap zanE- ! ! 1-3 t ! ;; I I DETAIL 2'Wat.FOR I ( tt slc 1/4'0-20 OR 3/8'0-16 UT.CK1IkZ$CREWS USED JOINTLY W/ f'SEE STEP 3 Ek.1 SHEET t4 f0R S CW. :3._..._.,. _ _1 4'0 x 3/4'SCUD-_SET OR-3/8'0 x 1 1/_4'CALK-IN AffCHO_RS _ -- ---- -- - - -- --IM,R'D 2CtiE ,. -- ----- I TREATIdEhT-fOR Wi:70-20NE$-1-THRU 3 - d- - -- --- - - - --- -'- - --- -- -- - - - -- - --- ---- -- - a t"Min. FOR If RESPECTIVELY SHALL BE LEFT TOGETHER W/A..CHOSt$AT THE TIDE N 4 '�w WIND ZONE--- i I STORM EARS ARE REMOVED.(SEE DET.A). 1-3 t ;, I DMfOR Viltl "J.Y TO I•_ o I I (2)AUCHORSo PER o cuss I A ; i l '�� i�SEERTABAR BLEE ON S�ci'23 u(SEE SC•1:17ULES ON 2' Min. NE D Q tt S11- 15& 16) I w tNND4ZONE-•!I 1 _ BEYOND Fryp. TOP&BOTTOM) ttno €� i g -" r (2)3/8'0 CALK-IN ANCHORS OR EXfERiOR w M`de. (2)1/4'0 SOLID-SET ANCHORS OR sEPARNRONTO ( 14' GLASS (2)3/8'0 kfK BOLT TZ EXPANSION w K I D (SEE SCHEDULES ONI� A NiCHORS OR 1" BEYOND SHEETS t5 & 16) ly (2)5/16'0 TAFCO'7 XL ANCHORS u I I EXISTING a 1. {E EXfERiOR n I GLASS u ( !' 2. (6063-T6 ALLOY) GLASS1iC- S1 2• A ALUMINUL<.ANGLE EA.SIDE W/ t, S1 (2) 1/4'0-14x3/4•ITV/ ILDEX TEK €a a SCREWS TO STORM BAR19 (TTP.TOP/B(TTOu)n (�•�/���) 5 ` (Typ.TOP&BOTTOM) S „ A e SECTION S1-S1 (rm TaP'/eO1TEet)ii SSTa?/eDITC1AJ II '` 2 1/i6 4 Mina l� t �ldlN. EQ E.D.I I: POURED CONCRETE t 1/2 xi f/2.0.062 ALUM.(f'c=3 ksi) 5"min. Ij ANCLE V7/VIVO TAPC0f1S M W/ THICK REQUIRED 5/1CO TAPCONS Yd.W/- -T 2 1/4'Mtn,EUSEOVENr 0 24'o.e. f //� � 24' �2$ / / 1 J. 2 Idle.EMBET�I(FlIP��'g''+ o.c. DG EE OF SLTB 'pmt s` LEDGE OF SLAB GE WALL MO U V�1 . . ti1lyS'':'� FLORIDA BUILDING CODE Non Mob VelocityHurctcmne Zone LF FFFUCASLEI 6 triii%tt F.E0T9 i ! R APPUCABlE ♦♦ � ( 9 J i-4 1/2'Min.ED FOR 3/8'o CALK-IN ANCHORS ♦ • ♦ -44167 ozon ralEco etc + Mtn. ED. FOR 1/4'0 SOLD-SET ANCHORS � �" Nautrlus �- I--4'I m E0. 4'Min. E-O^ FOR 3/6.0 XWX BOLT TZ EXPANSION ANCHORS ` r ROIIing 56nt1erSystem ceJzt/n L-3 ifE"Fix,ED. -3' 3 tj8"Min.EO.--I--FOR 5/16'0 TAPCOtt XL ANCHORS 'r:,... 1i. G C o INc. CAM oli���♦' ' +l♦ TIWT TESiiNG h ENGINEMMO COUPANY EXPERT SHUTTER SERVICES INC. [`r•'•• 1+ I=.. e� .iu�i1�s i-e.•t,1, 1626 S.W.MLTUCRE SiREff T']_'l44 FLOOR TO CEILING!TRAPPED AND WALL MOUNTING:STORM BAR =�w�'!(�" ��G�I++1+ • *®��9��^ i )719' a�F.�m i"fl �""6 K. SECTIONS VNAL ( WATER A. LL17 J PE FWMA V 0 1s1. .�6 SHE" 9 of t6 Urn.F-O - Min. E.D. OR (1) 3/4'0 KPAK BOLT TZ EXPANSION ANCHORS 0 END AND IWER10R MULLIONS 2' 1 1/2-- @& /2"©&®(ORIENTATION #1)AND ENO MULLIONS©&Gt (CRIENTATION 112) -�- 3 FOR(2) 3/4-0 KW;K BOLT Z EXPANSION GFTI�1 3 Min. E.D. Min. E.D. ANCHORS 0 IWE"RIOR MULLION (ORIENTATION 12). G EXTERIOR EDGE OF 5T�9 T-T T7 EDGE OF SLAB 3-r3' 'x0'-6' 4" EXIEItXIR F AA=PL'r�ABtE \� 1I1 IF APPUC-S 6° (6,361-T6 ALLOY) Alum.ANGLE EA SIDE VI/ 3'x3'xt/2'xO'-4' (2) 0 RU EOLTS '(— (6061-TB ALLOT)Alum. TO 61ULUON�G do 1 1/2• POURED CONCRETE B ^ }' ANGLE EA. SIDE W/(2) (T) 3/4.0 KYAK SOLT TZ (f'e 3 R81 IILI,) n 3' l7,� 3/4'0 THRU BOLTS TO 1 1/2- EXPANSION ANCHOR 1 1/2' 8-MSn,THPCK REO'0. p I 1 MULLION (1) 3/4'0 'L'/6'Wn. VISIMMENT KIt9K BOUT TZ EXPANSION 1 1/2' TO POURED C0115RE ANCHOR W/ 6-Min. (Trp.TOP&90ttOM) D EMBEDMENT TO POURED I 8' I jl I CONCRETE(Typ. TCP& n BOTTOM) ea�srlNG—'u SECTION X1-X1 W/ ALTERNATIVE SECTION X1-X1 W/(G�* --J 1 (END & INTERIOR MULLIONEND INTERIOR MULLION) OR W RID N(W/ ORIENTATION 1) 4"xs") (6"x4") 4"� 1 1/2' 1 1/2' 1 1/,2' 1 1/2' �c4 a (6061-T6 ALLOY) f-21 I I 5- _ —5 - - EXTERIOR Alum.ANGLE EA, SIDE W/ _� 0 (2) 3/4.0 TH 0 BOLTS -©-y 3' TO MULLION G & 3' 3' W Z ® i� ® (1)3/4'0 KWIK ECLT T, EXPANSION ANCHOR J tt 0/8 Or 1i I Q/8 Or VI/6'Min. EMSEDMEIJT TO zo R/8 Or )i 4i! / POURED CONCRETE PF7 (TyP. 4'EXTERIOR 1 f 4' dfTf1l10R R 8 or iOp&BOTTOM) I I 1 _? R'/8 n R'/8 G1 e-EXTERIOR F 1 1%2' i 1 1/2- n 1 1/2" 1 1/2' Xo ---. _ p I ® 1 1/2' 3'x}-x1/2 xALLOY)0'-8'(6061-T6 ALLOY) 3-x3'x1/2"x0'-8&(6061-T6 ALLOY) (r'SP.TOP/60TTOU) 7 I W.TOP{BOR051) Arum.ANGLE EA. SDE W/,(2)3/4.0 7Alj{uRv BOLTS TO LANGLE M SICE ULL(Otd G Z)&3(2)0 F THRU BOLTS TO MULLION,U& (1) 4 0 kJIIK BOLT 72 EXPANSIONI! 3/4.0 KWIK SOLT TZ EXPANSION 3/ F' ` Z'+�-•2- ANCHOR't1/6'14n. EMBEDMENT TO ANCHOR W/b'LCn, EMBEDMENT TO POURED CONCRETE(Typ. TOP& POURED CONCRETE(Typ,TOP L• SECTION X1-X1 W/ * BOTTOM) BOTTOM) / T PWRED CONCRETE (END MULLION ONLY (INTERIOR MULLION ONLY (rc 3 O RE (END & INTERIOR MULLION) S-Win.THICK REOD.' (W/ OP.IENTATION H 1) ALTERNATIVES SECTION X1-X1 W/(a EDGE OF SLA9 EDGE OF`- 'I t.s �` � IF APPNCAELE - ($"x4") WI ORIENTATION # 2a G APP11G,8[E i FOR (2) 3/4-0 KWIK BOLT TZSION (4"X8') Min. E.D. -LBn. E.D. ANCHORS®INTZRIOR MULLIONPAJ -- (ORIENTATION #2). ,T'S►( fCl �AND BOX NOT SHOWN FOR CLARITY 'FGn. L.J Min. E.D. —FOR(1) 3/4'0 KVAK BOLT Z EXPANSION '4vA� . ANCHORS 0 END AND INTERIOR MULLIONS ,•CE FLORIDA BUILDING CODE(Non TSgh Yefocity Hurricane Zone) ©&® (OR AT1CN #1 &#2)AND `. f•,'/L - 02017 TVwo 01C. • Daut1 or END MULLION GG (ORIENTATION 82) % 2 NO 4416 2 Nautilus LC- t'1 �V RoUirt ShFFt[erS m FLOOR TOCEILING/TRAPPED MOUNT1NC77:MULLIONS(G�ORC71 'O.�—. ` r 9 Yom• De/2yn SECTIONS W-1 i L G C tNe. WE ?0, T�aG° Mo°AraCOu, EXPERT 18SHUTTER 1JSERVICES INC. Vic+' ...RID ,.: �c��� �::F �F,_,,�.,�:c,�>p,_,y, 1 7-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* si ti 11 °-mo2e 7tG-94'S.M,(7I)ST.LUCF-FL8811-070 �W�'w O • �� 11 ®-0006719 WALTER A Tur!r.Px- ua a".w ole ua P.E:�d',e j�i�1 /DATE H.OIRaA FK./44167 Fa ov 2a (4)ANCHORS---- Min. - - 4• -- ------- ---- -- - — E.D. Min. E0. 3-x3-xt/2'x0'-4- (SEE SCHEDULE BI) (SEE SUfEGUL£ t)•I (SEE SCHEDULE#1) (6061-T6 ALLOT) EDGE 07 LAB EDGE CF STAB -�A- 3- Alum.ANGLE EA 0SEE NAXW4©(CJIMCR)&Gt(DID&INTERIOR)TRAPPED MOUNTED JAMIG.NS I I 3• SPAN COVERED BC SCHERRE Ib'FOR ISTAIATIO:1 CASES I,la&9 0:1 S W IF APPLICABLE (IFAPPLICABLE ' I SIDE DE N BDL 2 4 1/2'0 25. TI i i TO MULLION ,� (� =.UUU16N SPACING AN SPAN UISTALlATON): NSKUMI DSE I -RESUDITAL AJD COMMERCIAL APPLICATIONS PATH 16011 G 4-(Q GR pad.NAOVUU J.S.D.DESIGN PRESSURE RATING. it1 I 12'-0•BAXMUY MULLION SPACING. n i V LPOUF-O M-;RETE 3-46.1/47x0•-8- I SFE SCHEDUIFS it&J2 FOR ADDITIONAL SPECS. u (VC-3 4s;llr..), (6061-T6 ALLOT) SEE SCHEDULE ft. Alum. ANGLE E 1 1/2 G) BA R DaE It /2b THRU 113DWsON GSE ra-RES'DE1HNl AND COVMERCIA.APPLUTIWJ W/160.8 W. 4 8CLT5 TO MULLION GQ 1 1/2' NAJOYUM ASD.OEM PRESSURE RATUX.9-W NAM1111 NLAUON SPAgNG. If 6' SEE SCHEDULES/t&12 FOR ADDITIONAL WECS. ExISTING-lt * NZIUM OM 3-OWIVERCFL APPUCA,1011 FOR 1100.0 p.JNAW .f. UUM ASA GLASS n ALTERNATIVE SECTION X1-X1 W/n t 1/2 D=SGN1 PRFSSLLRE wtTlc 8-0-I!A%WM YlQ1ON SPP�G.�SCHEg1LE5 i1&Q2 FCR ADMUl o LF" GOR Gi (4"x6" INTERIOR MULUON ONLY W/ ORIENTATION 2) 1 ,/2• S N (2)ANCHORS (SEE SLE a2) (6061-76 ALL DY) ALTERNATIVE SECTION X1-X1 W/ y U Alum. ANGLE EA.SIDE z t w/(2) t/z•O THRu 3- 4"x8" INTERIOR AND END MULUON V/ ORIENTATION # t m a BOLTS TO MVLUON ZZ�+ ® u ® G 1 i i 4• SCHEDULE jt N� Q/8 or Q/8 or i ; EKIMOR mN SLAB MIN.EDGE _ I I INSTAWTION �CxNESS ANCHOR TYPE&SIZE(>�•TOP&BOTTOM) 111N.ANCHOR DISTANCE FOR C R/8 Or t' R/8 Or CASES REO'D EMBEDMENT ANCHOR C� / I / (4)FNCHOITS :1 R'/8 R-/8 (SEE SCHEDULE#, 1 1/2 ]/8.0 HUI L':C HUS-H SCREW&3/8-/POWER FA51FNlA `y r + 1 1/2- WEDGE-SOLT ANCHOR FOR©&®(INTERIOR)MULLIONS 2 1/2' 5 t/2• G W/CR�EHTAT:ON f2. ! WER FASM4ER ALTERNATIVE SECTION X1-X1 W/(G7)* i �o°E-ego INC oR FORR @(Elio�IPNT°ERRIM MULLION J- 6- ® I W/OR1ENRArCN it. X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION 2) t/2.0 HLR INC WX BOLT TZ ONLY FOR@&®urm TGPr^TTrrtN)u (TTP.TEa/�TSM) MULLIONSx OZEFRAICH/2)&®(END MULLION W/OR 2 1/2' 5 1/2- 3•c3-x1/4-x0•-8• 4 4• 1/2.0 HLT INC HUS-H SERF&1 2'0 POWER FASTENER N; (6061-T6 ALLOY)Alum. WEDGE-BOLT ANCHOR FORD & (ENO OR INTERIOR J' 6• D ANGLE EA SOS V!/(2 l• VULUCIJ)W/OR03ATIONS/1 CR 112. D 1 1w 1/2.0aut-LIT G BOLTS TO �' --'----11 I E /2b HL.TI INC(NMC BOLT TZ Ol.1Y FOR D&�, INTERIOR QUILLIONS W/OR DWION 02)&®(END MI1N17ON W/ 1 1/4' 7 t/2' J ORIDna.CH 01). /I rDGE OF SLAB (�`) 6.8.EXIE TOR a 8- I/2.0 HILTI INC HUS-Ii SCREW OR 1/2.0 POSER FASTDRER EDGE-BOLT ANCHOR SEE 6 NOTE ON SCx(DU Ib' N 25.VALID FOR Eh,)&RTERIOR WLLANS D& 1 It aPPI:{:16LE � J' 6• ECA OF SE.A3� Min. E.D. Min. ED. i I ORIENTATIONS/t OR J2. E A?PC:CAECEi`(SEE SCHEDULE#I�l (SEE SCHEDULE 71)-I (4) ANCHORS j SCHEDULE LPOURED MNCRETE (SEE SCHEDULE it) a t• 2 (Vc=3 W Mil), AHO_ SEE SCHEDULE 91. t I�• 4-�_y NLsr TDN Ulm THICONNAS ANCHOR TYPE&SITE(M.TOP&80ROU) EMBEDMENT D� ALTERNATIVE SECTION X1-X1 W/_(Q-t CASES FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS n OR G •' 4 Fa&as' 5/E-0 HLT it=HUS-H SCREW&5/8.0 POWER FASTENER 2 1/2• 7 I/Z- SECTIONS W-1 (4"x8" INTERIOR AND END MULLION ONLY,. I WEDCE-acLT uJCHoa FLORIDA BUILDING CODE(Non High Velocity Humtcone,Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* No.44167 • 02017 TIL EfA WC. Nautilus °Milk" APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS * ti * RcllingShnHerSyatem 09/24/117tL E C O INa, SCALE 1/e'=t- -90� � •�@ � T�I¢O�&ENGINEERING GCC;OP NY EXPERT t6SHUTTER SERVICES INC.TUCRE STREET 17_, 44 'n, PORT Sr.LUM FL 34984 •'•••.::::••''� \ 11 r-m"x we«<Gad.�m DRAvRNG H" SIDE RAIL DQ AND BOX NOT ^ S' EB-1100A719 -.Mto c)749-MG.FM(7F7)1171-0 0 SHOWN FOR CLARITY WALTER A.TLUI;r.PL ,s P.E.' c/ DATE rLOMDA Lt-9"167 , "O.sm, N sxaT IDA0126 EDGE IF APPLICABLE 2-WUWON CEPTHxt/8"Cont. - - \\\ \\ \\ Tx� M. TUBE(TOP &BOTTOM)W/ 1/40.3/4"ITW BUILDER TEK SCREWS 7 3/4- 6-o TAFCONS XL W/2 1/w W/ 1"O.D..0.060"GALVA4t2ED STEEL MIN. E.D. 2 1/6" \ f3.IBED:dENT o 24" o.c. WASHER 0 24"o.c. Min. F-D •J__ 9" 1 S / t EDGE IF APPLl:ABEE� \ \ T--——— 4" EDGE IF APPLICABLE1 CONTiNU0US PClL4ED I 7 3/4" Min. E.D. 2"\ 2' 7" CONIC (re(f e-3 k4 M'n.) \ 70' I 7 3/4"4 n. E.D. 8"Min,TFL'CK REQ'D. � { 2- 2 { ENO CAP \ 2" I- \ i { ( POURED CONCRETE m 7 3/4" I { (f c - 3 ksi Min.} �\ POURED CONCRETE Min. E.D. \'EO.-rEO. I 8" Min. THICK REQ'D. \ (f'c m 3 ksi Min.) 4'E1REfi0R z� `�\\\\\\ \ \\\ 4-� IaR \ e' Min. THICK REQ'D. 0� 11 - NN DOOR Gi ! z• �OR G@ 2" 4- G OR� z N ® a I ® 7 3/4"Iddn.E. 2- Q/8 or 7 S/4")Ain. E. Or . 2" + L4"x4"x3/8" R/8 or o R/8 or __ s 4-.4-x3/8-(6061-T6 ALLOY) (6061-76 ALLOY) o� Rr/8 ® ( { R'/8 um,ANGLE EA SIDE, EDGE IF APPUCABLE-// Alum.ANGLE EA. SUc_ zp t EDGE IF APPLICABLE zo EXISNRiG ®u,, I D (WALL MOUNTED SHOWN. MAY BE SECTION X2-X2 W/ OR�# ALTERNATIVE SECTION X2-X2 W/( OR Gam)* ST GtA55 � ALSO INSTALLED TRAPPED MOUNTED �_ . I PER SECTION R'—R' ON SHEET B.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) (V!( ORIENTATION # 1) (W/ ORIENTATION 2) _y \\ 1/16'\\\ \� I 1 (4"y.6" or 4'x6") Min. E.D t' L7 1/2"xi 1/2"x0.062"xCONT. ALUM. (6"x4" Or 8"X4") v 7 3/4- -- At4GLE W/ 1/4"0x3/4" rNJ BUILDEX 1d1, E.D. \ L TEK SCRE18S 0 24" o.c. TO TUBE. I * SIDE RAIL©NOT SHOWN FOR CLARITY 7- CONRMICUS POURED CONCRETE(f c-3 W FAIL) { 7 10" " 8"Wn.THICK REO'D. \ { X2 x2 (vP.T maTm„) i 1/z" I 11 1/2- M.TOPAoTMU) 7 3/4' \ 4x4 x3/6"x0'-10"(6061-T6 ALLOY)Alum.ANGLE ,,'�'({,T` MIN. E.D. ` EO-,-EO- SIDE W/ (2) 3/4-0 THRU BOLTS TO MULLION &(2) 3/4-0 KWIC BOLT TZ EXPANSION ANCHOR ,1, ;• ••Gu*S•'•'•.,? FLORIDA BUILDING CODE(Non lUgh VelocRy Humcane Zone) \\\\ \\ \\\\ W/5'Min. EMBEDMENT TO 1'JWJ-• POURED CONCRETE 02017 TrLTCO VM EM YP•TOP&BOTTOM). �,4n1Vr iautius EDGE IF APPLICE * * * RollingSHutterSystem W/24/t7 WALL MOUNTING:MULLIONS n OR I� ,fl E -_ � �(� E C(�lg�� oJtE POURED CONCRETE WALL 9 ��� 77I11T TESTING t CNdNEER1Na COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 _D,cF .•b .7� 1P �" x „T . uu 1626 S.W.BLTUDRE STREET 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION Sf0"AI• 6 ` ®L�9"" ` -1�°7"='�'�"34994 '� °°A°'°"° {I WALTER A.7{LR J�.P.E. u4 sc�LE 1/B - 1" P.E.S �is«cctb /DATE ttaraA a u+a7 ,�, " NEE.110726 1/4•ox3/4'17W BUILDDC TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE-111 D--cPTHxt/8•Cont. W/ 1.OD.x0A60'GALVANIZED STEEL ALUM.TUBE(TOP&BOT7otA) W/ WASFL-"R o 24-o.c. \ \\\\ \ \ EDGE IF APPLICABLE-\ 7 2- Wm. ED. 4- z 1/2" .. s/16'o raPGONs XL VI/ z 1/a" 1 / \ 2- 7 1/2' Min.E.0 ` lXm. EVSEDVEfT©24' o.c. -..t__ 2'\\ T---- bO;L E0. i' 7 1/2" Min. E.D. 2"-j 2"'\' ' { 2' I - I I 1 1/4' I \ 2' POURED CONCRETE \ I ( S POURED CONCRETE (f'c . 3 koi Min.) 3 tI/2' \,/ (f'c = 3 ksl Min.) I REO/'Dn. THICKNESS pRQtJOR 6" Min. THICKNESS 4' REO'D. \ i I i ?• _ 2- II �OR GQ G1 CCNTINUOUS POURED I EO—EO. 1 4' 7 t/2' I ENO CAP 7 1 2'Min. E. . 2' I 2' i- u CONCRETE(rc-3 Id 1617.) \ I / 7 t 2 INn. ED. Min.ED. I / 6'Kn. TKCKNESS \ 4' \-4-.4-.1/4- Q REO.D \I (60616y _ 1 4"x4"1/4' EX SIV-_ALLOY) t , (6081-T6 ALLOY) -T um.ANGLE EA.SIDE. Q0R G9 EDGE IF APPLICABLE Alum.91GLE FA SIDE. ./ EDGE IF APPLICABLE a. I i EXIIRIOR -ALTERNATIVE SECTION X2—X2 W/(G)OR * ALTERNATIVE SECTION X2—X2-W/ — =Z (END & INTERIOR MULLIONS c$ � 1 (INTERIOR MULLION) ) 6 ® (W/ ORIENTATION# 2) (VI/ ORIENTATION a 1) o N Q/8 or n I Q/8 or (4"x6" or 4"x8") (8"x4") / ! / RR'/8 r o I I RR'/8 r 0SEE MAXIMUM©(INTERIOR) 2c 0(END & INTERIOR) WALL oYn MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR �w 1' (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHED 25 gvt tGG BE ALSO INSTALLED TRAPPED (UklrrED LOAD, MULLION SPACING AND SPAN INSTALLATION): CLASS MOUNTED PER SECTION R'-R' uON SHEET 8.) 1 INSTAIIATION CASE I' - RESIDENTIAL AND COMMERCIAL \z 1/2'\\\ '.\1 APPLICATIONS WITH 160.8 p.s.f. j bfn. EDt' _1 1/2"x1 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' `� ANGLE 1V/ 1/4"6x3/4" ITY1 BUILDEX RATING, 12'-0" MAXIMUM MULLION IAN.E.D. \ e TEK SCREWS24' o.e. TO TUBE. SPACING. VALID FOR CONNECTION TO 1 t/4- CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1%2' � I 13 1/24 ® INSTAIIATION G45E W - COMMERCIAL APPLICATION FOR 1100.0 •T /a11 cu) 7_1 vyp_Toa/80 m) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" , t 1/4' MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO I � _ ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. VIOL E?D. CCNCR-TE(rc=3Ts�- EO RED !-EO-I`E,510E W/(2)•t/2"o THRU 80LTS O f ULUGH fun.) 6'Km. TKCI<ZSS\ tc(2) 1/2-0 KWIK BOLT TZ EXPANSION ANCHOR \�\ O'D. �;` W/ 3 1/4•M•n. EMSEDIAENT TO POURED CONCRETE �, �{�,T�( ••SIDE RAIL DQ NOT SHOWN FOR CLARITY WALL (TYP.TOP& BOTTOM). '' § A EDGE IF APPLICABLE �aa,11 P •C1�S•'''•? - FLORIDA BUILDING CODE(Non High Velocity HUnfeane Zone) WALL MOUNTING:MULLIONS (G�OR(G� �� L 02017 VLTECO 6Ic. • CRAM er. POURED CONCRETE WALL iso.44167 Nautilus SECTION W-2 Rol/ingShufforSysfem rAV2a/t7 END&INTERIOR WALL MOUNTED MULLION INSTALLATION* _ �L E C O IMI:. �,E �cr,.` EXPERT SHUTTER SERVICES INC. O �'Qac``�`� 1628&W.sLTuor1:StREET 17-244 ��CC t�6\1�,1 a-"r r.Mt-0oel.com wmx*:(mej tag-2ws�.to j eti-rnsG MAYIMG No APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS •S "' e , Es-x+ce719 _ SCAM. 1/8"= 1' wR ARa Lem u15i an awn A. '� SREEf 1tAor% / '�.fiijAF/}�jf�IB TURE/DATE � 4, — `Min. ED. Alin. E.D. OR (1) 3/4'0 MMK BOLT EXPANS1014 —I ANCHORS ®END MULLION 3-0.0/2'x0'-4' L (ORIENTATIONS g1 & Q2). (6061-76 ALLOY)Alum. ::q,1 2' �FOR.(2) 3/4'0 KWIK BOLT TZ EXPANSION ANGLE Ek SIDE W/ (2) !d'�. ED. 'Min. ED. ANCHORS Pi INTERIOR MULLION 3/4'0 THRU BOLTS TO 1 i 2' S ORIENTATION 62). © MULLION & (1) 3/4'0 / ! ( ' Ki:1K EOL TZ EXPANSION EDGE OF SLABj- 7 EDGE OFSLAB ANCHOR W/6" Min. IF AcPUMLE 1 I i1r Y; 1 i IF AF'PUC13 CONCRETE(TypTO POURED & EOTTOlA)E . �2 J' EXTE780R POURED CONCRETE BI L J L, / (('c - 3 ksi Min.) 0 1• B"Min.THICK REQ'O. ¢ `` � � I ¢ ¢ ¢ I EXISTING CLASS 1' i SECTION X343 W/ a* (END MULLION ONLY =,n a • G2 1 1/2' 1 1/2" 5� EX(mm a- I M11 ORIENTATION 1) 1 1/Y 4•_1 1J N C LN r N ® A aO N Q,/oVV A I t ^'/8 i J A J V G2 4 EXiER(OR GZ I" EXTERIOR zo 0 i 1/2• P/2'2' �N 3 1/2' 3 1/2-- X3 X3 7' � (T1A•T(P/B7IICu)m I (TYP.TCF/SWOU) 3'><3'a1J2':0•-T(6061-T6 ALLOY) ZY-1/2-4'-7-(.061-T6 ALLOY) m .EQ. EQ_ Alum.ANGLE EA SIDE W/-(,2) 3/4'0 Alum.ANGLE EA SIDE YJ/ 2) 3/4'0 I + THRU EO"75 i0 MUlUON G�& THRU BOLTS TO fAUl1lCN & c I POURED CONCRETE (1) 3/4'0 K1Yuf BOLT TZ EXPANSIOA (2) 3/4'0 KWIK BOLT TZ ANSIC:N 3 ksl Min.) ANCHOR Y!/6'Min. EMBEDILENT TO ANCHOR 1Y/6'Min. EUBEDA(EHT TO ® �"J I 1• 3• 8'lfin. THICK REO'D. POURED CONCP.=ffi(Typ.TOP & POURED CONCRETE(Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF AFBL' ° t I I I I IEDGE Aye ALTERNATIVE SECTIONS X3-X3 W/ G?* IF A=PUCABLE1 IF APPLICABLE (W/ ORIENTATION rT 21 FOR(2) 3/4-0 KWIK BOLT TZ ELPANSION �-9'Min. EDANCHORS 0 INTERIOR MULLION p•T/��� € I (ORIENTATION A2). J'� �G� ;�V) 'c' a SIDE RAIL OQANO BOX NOT SHOWN FOR 9'M£n.ED. !—=�Min. E.D. FOR 1 3/4"0 KWIK BOLT EXPANSION • �JC7�S•• �� CLARITY. () / U �: �`'•••.• FLORIDA BUILDING CODE(Non[Ugh Veloc•17y Hen/wne Zone) ANCHORS ®END MULLION (ORIENTATIONS y1 & 02). f / 1 *1% 02017 T1UECO 00:. Nautilus �R- FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G7 SECTION W-3 +-o ROIIingSLu[TerSyslern caRyn IL E C O,N,. C.>z % per, ' p �t 'm v6 EXPERT f6SHUTTER 26 SM. mSERVICES INC. 17_244 JCvr END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' .,s/ONA1.� f�'' °"' -0 s;;91c°^ z��`.9 FL t"ng87� °�"°°'°'" WALTER A T¢LR Jr.P.E. Ksm�v e.0 e"• na SCALE 1/6'9 1' P.E. SEAJA NATURE/DATE FLAZMA Dcc/44167 mn . SMELT 12 OF 26 s O SEE MAXIMUM©(INTERIOR) TRAPPED !.MOUNTED MULLIONS SPAN _ Nin. E.D. Min. E.D. COVERED BY SCHEDULE Ib' FOR INSTALLATION CASES I, la & II EDGE CT WS' (SEE SCHEDULE it)—"I j--(SEE SCHEDULE 91) EDGE OF SLAB ON SHEET 25. IF tmzetz / r F APPUC*LE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTAL+TION CSE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH =60.8 p.s.f. MAXIMUM A.S.D. DESIGN 3':3'al 4 r0'-7' t' 1• PRESSURE RATING, 12'-0" MAXIMUM a 3• '�' POURED CONCRETE (6061-T6 ALLOY) s� MULLION SPACING. u t'C. 3 tai Min.), Alum.ANCLE EAL SIDE n SEE SCHEDULE #1. W/(2) 1/2'0 THRUSEE SCHEDULE #1 FOR ADDITIONAL SPECS. BCLTS TO MULLION " 3- n INSTALLATION CASE la — RESIDENTIAL AND COMMERCIAL APPLICATION 41/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN I 2 E(1M41RR PRESSURE RATING, 8'-0" MAXIMUM MULLION GYG « SPACING. 1" G3 1 1/2' SEE SCHEDULE #,'1 FOR ADDITIONAL SPECS. _ o G3 1 1/2 INSTALLATION CASE II — COMFMERCIAL APPLICATION FOR ±100.0 P.s.f. 7•--{ FIAXIMUM A.S.D. DESIGN PRESSURE RATING, E7(IERIOR (a)ANCHORS (SEE SCHEDULE 171) 8'-0" MAXIMUM FAULLION SPACING. SEE w s SCHEDULE #1 FOR ADDITIONAL SPECS. z( n c� _ o Q1/8 g i1 Q./8 ALTERNATIVE SECTION X3-X3 W1 G3 (W/ ORIENTATION # 2) SCHEDULE #1 n , (2"x7" INTERIOR MULLION ONLY) '+�>w INSTALLATION MIN.SLAB ANCHOR TYPE&SIZE MIN. EDGE THICKNESS MIN.ANCHOR DISTANCE FOR CASES REO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR �kg _ • SIDE RAIL DQ AND BOX NOT SHOWN 3/8.0 MTI luc HUSH FOR CLARITY. SCREs, I 4" 2 1/2' 5 1/2' WEDGE-_BOLT ANCHOR X3 n (TR.TPP/rMC?J)1 (Ty?.To ga1/270 nCv) L 4. H:LTI INC KWtK 2 1/z' 7 oLr rz ` POURED CONCRETE II 6' HOLT,'LTl INC kWIK 3 1/4" 7 1/2" 3 3' (YC,3 ksi Min.), SEE SCHEDULE pi. ECCE OF SLt� I 1EOGE OF SLAB F APPUCABLEb I U APPLICABLE IMin.E.D. I Min. E.D. (SY SCH'EDU'.w;1} '(SET_SCHEDULE#1) FLOORTO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 �,•�':S'cF`A T�(Vr FLORIDA BUILDING CODE(Non high Velocity Hurricane Zmw) o2o �.44167 Naud02017 nuEco Inc. • cwLr gr: lusLr- Ro111ngSbuKorSyslent C8/24/97INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * : � IL E C O vw,. G4 TKLIT TESTING t ENGINEERIt10 COYPA14Y EXPERT SHUTTER SERVICES INC. APPLICABLE TO ALIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS -�O•'.. (r / ��`� �.; m ,�. � .uu:r seta S.W.T. e E FL 349[4 WAWM U 0� , .s�.�c, pm ST.tJ a. a: no s 2 Fn •t�C 111 a-maa:enecaoaG.cam 2m1 7•4-cme.ru:Tm,sal-evn nR,rexG U. SCALE' 1/8- 1• ` 11 -00067 WASE® TILUTI1.P.E PLs^ i }j�Af/DATE FLOW.U.0 44167 v.. an aw• n SNFLf 12A or 2e EDGE 17 APPLICABLEZ4 DEPTHxt/8'Cont. TUBE(TOP &BOTTOM) W/ t14%x3/a"RW BUiLDEX TEK SCR26S �\ \ 5/16-0 TAPCONS XL V4/ 2 1/4' W/ t'O.D.x0.060'GALVAN'2ED STEEL 2 it/6• �,ALUM. in. EMBEDMENT 0 2+ C. WASHER 0 24•o.c. 7 3/4' MxL ED \ MEN, ED, 1 1• EDGE IF APPLICABLE I 1 7 3/4"Mln. ED. \ G2 2" CONTINUOUS POURED—�\ ,D, EfE 6-i GA 7' =iCR (fc=3 L)\ iI POURED CONCRETE 8'Min.TNSCK R-c0'D. + (f'c = 3 ksi Min.) j 8" Min. THICK REQ'D. a 4" MMOR `END CAP . 7 3/4' w NOTCH WEB 2- P. TOP/BOTTOM) 7 3/4'Min. E.D. 5AS 2 1- "z3/8'(o"06t-TB ALLOY) - _ --- - G Min. - - I - - - -- - \ TTtKrf.!•:4', EA.SDE N a (WALL MOUNTED SHOWN, MAY BE �' txsnn0 a I D ALSO INSTALLED TRAPPED MOUNTED T GESS �A EDGE IF APPLICABLE J n I PER SECTION O'-Q' ON SHEET 8.) o G 9 I Ex(»zroR SECTION X4-X4 W/ G? (END & INTERIOR MULLION) a 9 114/ ORIENTATION i 23 Q'/8 c I Qf/8 (4 x2P) g M-.n. -EZ \ 1• 1 1/2"st 1/2"xD.062"xCONT. ALUM. • SIDE RAIL@NOT SHOWN FOR CLARITY 'S 7 3/4" ANGLE W1 1/4"00/4" TTVf BUILDEX Mitt. ED. \ TER SCREWS 0 24' o.c. TO TUBE. j I t 1/2- � I 7- CCNTUUCLS PCURED \ 10' s COkLREiE(fc=3 Id va.) I _ I 8'!dirt.THICK REQ'0: \ 7 I X4 ; ___ I X74 Irv.tyf..gtTiAh 1 1/2' 1 1/2' (Ra.T0P(6GT1W) 734' \ ` A T Mill.E.D. \ 4-x4'xb/8'x0'-10'(6061-T6 ALLOY)Alum. ANGLE ���r�n TI� \ EO EO EA. SIDE W/(2) 3/4'0 THRU BOLTS TO MUWON ��` Q"1e;•'.........""'•.; \ q• &(2) 3/4"0 KWTK BOLT TZ EXPANSION ANCHOR GENS FLORIDA BUILDING CODE(Non[figh Velocity tiurel=e 7a ) \\\\ W/5-Lim. EMBEDUENT TO POURED CONCRETE ,4416 02017 RJECO inC. • G4AiIf m: EOE IF APPLICABLE-/ WALL (TYP.TOP &BOTTOM). Nautilus 8o11lu 55u!let5 WALL MOUNTING:MULLION �? `* 3 ➢ � °a7A`E" IL ECOtn�. GATE j POURED CONCRETE WALL ' 'o � w T li1T TESTNo a ENG NE[R NC COLPAtIY EXPERT SHUTTER SERVICES INC. SECTION W4 ? F •' �� Nf,xk 1 Ps X&vLVA coma n.n-fx 1626 S.W.SILTMORE STREET 17-244 0� C0 ,.•• •�\ � aQ.,(]me—)g1 f eee0ad Hn-fvf PORT ST.Ll�.R 34984 EPAWM7-2 Ne END&INTERIOR WALL MOUNTED MULLION INSTALLATION - 3 �c�TT`` WALTER A oo Es-6006719 �(emw) :"P.0 r. un 4x.r atmml rut SCALE 1/8'm 1' P.E.S' S41�fp tfe�/DATE FLOF=tx.d 4-1 m�rwi SNLkT7 13 aze t EDGE IF APPLttA9iE EDGE IF RPPL tCABtF�- ------ -- - z-sS+L11doN D=PrH,ct/a•Cant. r V.TUBE(TOP & BOTTOM.) 4-J/ 7/4-093/4.01 SUUrr(TEK SCREWS I \ �34 aEVEIED I1 ENT OL2-t* . t/�WA t'O0 24". GALVANIZED STEEL WASHER W 24•o.c. 4 3/8'Min. E.D. \ 4 3/8• M7in. EA M.Gl.,Edt. i• -- - �• \ 1' G3 CUYTINUCUS POURED \\\ ' 1 CONCRETE CK=3 fin}� 2 3 1/2• I ( 8"Mm.THICKNESS I REVD. ( I EX(ERIOR 4 s/e- g 1/4- E.D. * •� END CAP 4 3/8"MJ:e. E.D. \ . ComfiNuOib POKED u z CG\CREIE(fc=3 w vim) 0 8'f'.nL iHCKNUS 7• 1 T FWD, D M77n' 1 G3 EDGE IF APPLICABLE! D SECTION X4-X4 W!63 (INTERIOR MULLIONI n (t"TAU MOUNTED SHOWN. MAY +v/ oRi_NTaT1orl 21 1 D 8E ALSO INSTALLED TRAPPED ( c�L1ssLG1i MOUNTED PER SECTION 0'-0' (2"0') e ON SHEET 8.) EXTERIOR Q» O SEE P.1AiCtG(ULf.®(INTERIOR) 1'tALL MOUNTED LMUUJON SPAN COVERED 13Y SCHEDULE 2b' FOR INSTALLATION CASES i' & s ii 1 TL' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'/8 I Q1�8 SPAN INSTALLATION); \\z 1/2 INSfALLAnON CASE V - RESIDENTIAL AND COMMERCIAL Iden. E.D 7 LS 1/Z"xl 7/2'x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/a• - --k ANGLE Yi/ T/a"ox3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE WN.E.D. v TEK SCREWS 0 24" o.c. TO TUBE. RATING, 12'-0" !MAXIMUM MULUON I ® SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4 POWER FASTENERS VIEDGE-BOLT m."'Aw 3 ,/z- i MI .7ok'/rmcu) ANCHORS. 1 INSTALLATION CASE W - COMMERCIAL APPLICATION FOR ±100.0 1• \ p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/g' "-(2) 3/8'0 K141K SOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO 1614. E.D. W/2"+lx,_DAGEDUENT TO POURED CONCRETE CONCRETE Pt/ HILTI INC 011K BOLT TZ ANCHORS. WALL. (TYP.TCP& BOTTOM). EDGE IF APPLICABLE-/ cowxous PCUTT:.D VQl P•Tf. SIDE RAIL DQ NOT SHOWN FOR CLARITY - CONCIZETE(re-3 to Ilam) 7,11 8'Min. THICKNESS FWD. Q1�;•' FLORIDA BUILDING CODE(Non 6qh Velocity Hurricane Zone) WALL MOUNTING:MULLIONG3 CRON e4-. POURED CONCRETE WALL i Na.44167 `:.*; 02017 rarevO Or- Nautilus La SECTION W4 � IL E C O INC. RoLTir7gShnetorSyshrm 08w4E 7 INTERIOR WALL MOUNTED MULLION INSTALLATION * '=�9 °'F�n P91•' !� t tN-k —!Wa+Neea'e+a eoM1ru+r EXPERT SHUTTER SERVICES INC. 4 _ • cyTS \ Era x ssxrnw _uc. 1626 S.W.B'LTUCRE STREET - �..- ,_,L9.�-: „_,v, 1�-244 �r ONA1. 61117 `x�""':cue«o"m�om "X cern)7.g-911,c¢n4- "i�,os90 DRA%%G w APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS- "- S/ E I EB�66,1g ,� �„ SCALE 1/9'= 7' WALTER A lie.ff ail el �.~ �� �� ani / P.E. S 15RtlUt( E/DATE 1 + 1 17.17, • s7aET15�orx7: a TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (�`) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN-V(ft)TO PROTECT IT(SEE GENERAL NOTE#Z SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/0 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia. Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(pst);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"Vft. 2.ENTER SCHEDULES 1a THRU Ze ON SHEETS 24,25&28 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM M©ION SP�N(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN G,G & ),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE 3.SEE SHEETS ID,IDA,1S,IIA,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWING IDEF PRODUCT MOUNTING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED:TION TYPE, DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEIUNG CONCRETE FOR A GIVEN MUWON TYPE('GJ�ED)�O$V%QLL MOUNTINGS OF MULLIONS INTO Lmm THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN Ilr SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE 7E USEDi USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ie:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS NO OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE MLANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Vs,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE.MOUNTING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECSATANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTICN DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES is THRU 2c ON SHEETS 24.25&26'NI A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(J,�,F`y& ). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10,11Vi,11,11A 12 12A 13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING RAPPED)Q. R WALL MOUNTINGS OF MULLIONS INTO CONCRETE Q FORAGIVESIMULLIONTYPE(G.G 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH/AS.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ' PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. 1F�A. \\,,��'vCv••':��•t, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) No.44167 02017 TU.TWO +C. • rnaN ec * * _ Nautilus RoIIulgshoffers"fem W/24/17 I L E C O ttoc. °"'E EXPERT SHUTTER SERVICES INC. ��0•'. \\\ 71LLIT 7CSTING ENGINCERINa COYPIM! d o t\\ .vim. a a.yiarr IPM S.W.WCIE.RE 14984 EET 17-244 ••••G���If1` a_�EB�G+sF� PIS'.=(e0] 7.9-Dose.Tut pm 671-also ORApPo If• d-- WALTER A.71"Jr.P.E. ea e..r mm.w un P.E.�cACr4.Gt/:Qf E/DATE wmA c-0"167 SNCC7141XM e.'r 4 SLAT PERFORMANCE CHARTS fa, Ib, Ib' & IC: (ONLY VALID FOR 1/Z"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART I8 CHART Ib CHART 1b' CHART IC USE UMUUU VALUE BETWEEN POWK NO NEGATIVE ASA.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16'®TAPCON XL ANCHOR USE LOWI a POSMVE A.=LOAD VALUE POURED CONCRETE TD POURED CONCRETE To GROUT RILED CELL CO.%CRETE BLOCK MAX, MAX.SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS I.S.D. •LMA1G'(FT) 'Luke (FT) •L1/AX.' (FT) MEASURED To BACK OF SLAT(In) DESIGN DRESSURE WALL TRAPPED aLmn-our �.qUr WALL TfuPPtD SUMD-Orr evLD-out WALL TRAFM Burta-OUT W d STORM BMS W/STORM BARS RATING uan1T MOUNT tr�uNt ecouNr w/(P� MOUNT uanti U�uNr Yauirt w/Q uaU+tt uwxr ucr YOuttr w/� SEC NOTES# SEE NORS# �1 w SEE WIES# SO:PATES# SEE t10Rs# XJ a SEE RanS t SEE YmVs# sm NOTTS# ' 1 SEE NOTES,r AIND Z WWW ZONE 'WIND ZON WIND ZONE (PS� # 5ef xOR.9# 4r 1-3 4 1-3 4 30.0 20'-0' W-4' 20'-0' 20'-0' 20'-0" IS-4' 20'-0' 18'-0' 20'-0' 15'-4' 18'-O' 15'-6" 1" 14 1 2' 6" 7' 35.0 20'-0' 15'-3' 20'-0- 18'-0- 20'-0' 15'-0' 19'-0" 18'-3' 20'-0' 15'-0' 16'-3' 14'-0" 1" 14 1/2' 6' 7" 40.0 2T-0" 15'-2' 19'-7" 16'-6' 20"-0" 14'-5' 17'-4" 14'-10' 18'-11" 14'-5" 14'-10" 12'-9' 1. 14 1/2- 6" 7' 45.0 20'-0' 15'-0" 1B'-O" 15'-3' 20'-0' 14'-2" 16'-0' 13'-9" 17'-4" 14'-Z' 13'-9' 12'-0' 1" 14 1/27 6' 7' 50.0 20*-W 14'-t0' 16'-9' 14'-2' 19'-1' 13'=7" 14'-10' 12'-10* IW-2' /3'-1 12'-9' 11'-0' i' 14 1/2' 6' 7' 55.0 20'-0" t4'-8" 15'-6' 13'-4' 17'-9" 12'-$ 13"-11' -121-1, W5 O' - IZ'-4' - 12'-0' - 10'-8' i" - 14 1/2- - 6' - 7' - - 60.0 19'-5' 13'-9" 14'-9' 12'-7' 16'-9' 11'-8' 13'-2" 11'-5" 14"-2" 11'-8" 1T'-4" 10'-O' 1" 14 1/2' 6' 7' 65.0 18'-4' If-11" t3'-11' W-I1" i5'-9' 11'-0' 12'-5' t0'-11" 13'-4" 11'-0" f0'-10' 9'-6' i' 14' 6" 7" 70.0 T7'-4' 12'-1' 13'-3' 1 t'-4' 15-0' 10'-6" W-10" 10'-4' 12'-9" 10'-6' 10'-4' 9'-0' 1' 13 1/2. 8' 7' 75.0 T6'-6' 1t'-7' 12'-7' 10'-10" 14'-3' W-0' 11'-4" W-11' 12'-0' 10'-0' 9'-f0' W-10' 1' 13 1/2' 8' 7' 80.0 t5'-9' W-O' 12'-0" 10'-5' 13'-7' 9'-5' 10'-10" 9'-7" /1'-7" 9'-5' 9'-3" W-6' i' 13' 6" 7" 85.0 IS'-0' 10'-B' 11'-7' f0'-O" 13'-0' 9'-3' 10'-5" 9"-3' 11'-2" 9'-3' W-0" 5.-3" i' 13" 6' 7' 90.0 14'-2' 10'-t' 11'-Z' 9'-8' 12'-6" 8"-10" 1 10'-1' W-11" 10'-9" 8'-10" W-10" 8'-0' 1' 12 1/2' 6' 7' no 13'-5" 9'-6' 10'-9' 9"-4' 12'-0' W-5' 9'-9' 8'-7' 10'-4' 8"-5" 8'-6" 7'-9' 1" 12 1/2" 6' 7' TOGA 12'-9' 9'-4" 10'-5' B'-T' 11'-8' 6'-4' W-5' 8'-4' f0'-0" 6'-4' 8'-3" 7'-8" 1' 12" 6' 7' 105.0 t2'-2' 9'-0' 10'-1' 8'-9' tt'-J' 8'-0' 9'-2' 8'-2' W-8' 8'-0' 8'-0' 7'-4' 1' 11 1/2' 6' 7' 110.0 1t'-7' W-6' 9'-9" 6'-6' 90'-tf" 7'-10" 8'-10' 7'-11' 9'-3' 7'-10' 7'-9' 7'-2" 1' 11 1/2' 6' 7' 115.0 9t'-1' 8'-S' 9'-6" W-4' 10'-7' 7'-8' 8'-B' 7'-8" 9'-O' 7'-8' 7'-8' 7'-0' 1' 11 1/2' 6' 7- 120.0 10'-8" 8'-1" 9'-3' B'-2' 10'-3" 7'-5' 8'-5' 7'-6" 8'-11' 7'-5" 7'-5' 6'-10' 1' 11' B' 7' 125.0 VY-Z' 7"-9' 9'-0' 7'-11" 10'-0' 7'-2" 8'-2" 7'-4' 8'-8" 7'-2" 7'-3' 6'-8' 1' 11' 6' 7' 130.0 9'-ICr 7'-6' 8'-9" 7'-9' W-9' 7'-0' 8'-O' 7'-2' W-5" 7'-0' 7'-2' W-6" 1" 10 1/2' 6' 7' 135.0 W-5, 7'-27 W-6" 7'-7' W-6' W-10' 7'-10' 7'-1' 8'-2" 6'-10' 7'-0' 6'-5" 1' 10 1/2' S. 7' 140.0 9'-t' 6'-11' 8'-4' 7'-5' 9'-1' - 7'-8' W-11' 8'-O' - W-10' W-4' 1" 10 1/2' 6" 7' 145.0 W-10' W-2' 7'-3' W-10' - 7"-6' - 7"-10' - - - 1" t0' 6' 7' 150.0 8'-6' W-W 7'-2' 8'-6" - 7'-4" - 7'-9' - - - 1" 10' 6' 7" 185.0 8'-3' 7'-10' 7'-0' 8'-3" - 7'-2' - 7'-7' - - 1' 10' 6' 7' 160.0 8'-0' 7'-8" 6'-10' 8'-0' 7'-1" 7'-5' i' 10" 6" 777 NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ••.... ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT A•T�( AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 1\1 ,.'• (`jE •.,�/ FLORIDA BUILDING CODE(Non IGigh Vefouty Bwricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH \\\ o"17 TILT=ax. owr*l Br 3/8'0 KMK BOLT 3 ANCHOR OR 5/1676 iAPCON XL ANCHOR, INTO i ALG•4416 Nautilus Lc_ POUREDCONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4'm TEK SORSVS AT MULLIONS CONNECTION. VALID FOR 7 E�c o tN- ROII/ag SBut[ezSys[Om T00�iUL 7 WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. S 7� : EXPERT SHUTTER SERVICES INC. Tl T '•Q \ llA ESTWa t Fl/GINrlRING COYPnt1Y 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE Ft+•�b�`3,,,`.' �'1\\ r� um W _ n y 6° POR S.WST. 911Y0v�STRM34994 17 � (�. A\ o.,., o.O vaar sr.ucE ct 3.984 17-244 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. AS/ r0� Itt 0-0006719 Rio1a:faoo>T.9-°a`-o.eut Cr>�an_or o • WALTM X Saul Jr.167v.E. P.E. li ATE � •P u .i, slim is"25 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE Wl 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING 8(SLAT SPAN RANGE t WALL MOUNT • SLAT SPAN RANGE Dcom F TM 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-t2't > 12'-16't > 16'-20't wm(Di s 30.0 9" 9' 9` 9' 9' 9' 9' 9' >31-40 g' S. 9' 9' 9" 9" 9' B. >41-60 9' 9' 9" 9' 9' 9' 7- 5 5/8' >61-60 9' 1 9' 9' 9' 9` 8" 5 5/8' 5 5/8' SLAT� t tam sei-ta5 9' 9" 9' 9' 9' 6 1/2" 5 5/8" - �SPANMAX. SLAT SPAN FOR A GIVEN A.S.D. >106-120 9' 9' 9' 9' G B' 6" - - PRESSURE RATI IGSHALL. >121-140 9" 9' 9" B' 7" 6' - NEVER EXCEED MAX. SLAT >t41-160 e' e' 9' 7' 7' — — — SLAT SPAN DEFINITION SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. Dim SLAT SPAN RANGE � GME o'-4't >4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > t2'-16 t >-16'-20't _ 30.0 9' 9' 9" 9' 9' 9" 9' - >31-40 9` 9' 9' 9' 9' 9' 9' >41-60 9" S. 9' 9' 9' 9" 7 1/2- >61-80 9' 9. 9' 9' 8` - - >81-105 I 9" S. 9' 9' - >106-520 9' S" 9" 8 1/2' B' - >121-140 1 9' 9' 9" 7" — >i<1-180 B" 6' BUILD-OUT MOUNT DE A)YL-SIM - SLAT SPAN RANGE PRESSURE 0•-4't > 4'-5't >5-6't > 6'-7't > 7'-9't > 9'-12't > 12'-18't > 16'-20't 6mE © E E ® EO \J EO D CO E © E s 30.0 9' 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 9" 9' 9' 9" 9' 9` 9- 7 3/4 7- 7- 5 5/8 >31-40 9' 9" 9' S. 9" 9' 9' 9" 9' 9' 9" 9' 9' 9' 9" 9' 9' 9' 7' 7" 6" 5 5/6' 5 5/8' 5 5/8 >41-6D 9' 9' 9' 9' 9" 9" 9' 9' 9' 9' 9' 9" 9' 9' 9- 7 1/2 7 1/2" 6' 5 5/8' 5 5/8' 5 5/8 5 5/8' 5 5/8' - >61-60 9' 9' 9" 9' 9' 9' 9" 9' 9" 9' 9" 9" 9' 9' 7" 5 5/8. 5 5/8' 5 5/8 5 5/8' 5 5/8' - - >81-105 9- 9' (J` 9" 9" 9" 9" 9" 9" 8' 8" 6 1/2"6 3/4' 6 3/4" 5 5/8 5 5/8' 5 5/8' 5 5/8 - - 5105-120 9- 9' 9- 9 9" 9" 9' 9` 1 8' e' 8" 16 1/2'. 6' 6' IS 5/8 5 5/8" 5 5/8 - - - - - - 1/2 8' 1 8" 1___"5 5/8-15 5/8" 5 5/8 — — — — — — — >141-160 9" 9' 9' B" 8' 6- 7" 7' 5 5/816 3/4'16 3/4'15 5/8- 5 5/8' S b/8:.,.,- - X1,1 .• ••''•.'� FLORIDA SLUDIXG CODE(Non High VMoeity Hurricane Zona) NO '� `�°"'LV`°R` Nautilus °""""an >t�? 4�4�167�— RollingShtlflerS➢stam 08/24/17 b -- IL EC0TTESTING 4 ENGEEMO COMPANY DATE A'• R INEXPERT SHUTTER SERVICES INC. O� (mNa+-u1 a9CaPORT ST.WG1E,F7..34984 q N..1. 1626 S.W.6M1116RE STREET 17-244 'tr •. 0 .•• 4� aw:(x61671-1a».rw: • , RID \�, 11 a-md:t7.[ec:0aticam ORAWM N. V �1 11 ER-00(67,9 �f�j 749.,4'6."m(711)571-M.ff'E.�S •• NRE•/DATE vc1LTER A T0.lfi tr.Pi ° u,s ocm:ra ua Sx[CT I6 OI 20 FWRCA LL,-f 14167 viii t MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT 1>51—ea SLAT SPAN RANGE 0'-4' > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't 8' 8" 8" 8" 7 1/2' 5 1/26" a' a• 8" 6' _.'A4"a" 8• 6' 8' 8' 6• 4" 3 3/4" t NOTE: 8' 8" a' 8" 7- 4 1/2" 3 3/4" - SLAT MAX. SLAT SPAN FOR A >e1-205 6 1/2' 5" 3 3/4• 3 3/4" - r—SPAN—y GIVEN &S.D. DESIGN LOAD SHALL NEVER EXCEED KAX. >08-1213 8' a" a` 5 1/2' 4 1/2" 3 3/4` - - o� SLAT SPAN INDICATED ON >121-140 a' 7 1/2" 6" 4 1/2" a" 3 3/4" - - SLAT PERFOR6DWCE CHART >141-160 S. 6' 5' 1 4' 1 a" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT A= SLAT SPAN RANGE Dmm � 0-4't > 4'-5't > 5'-6't > 6'-7`t > 7'-9't > 9'-12't > 12'-16't > 16'-20't RAI=(P4 s saa 6" 6' 6• 6' 6` 6' 6" 5 1/2` 6• 6. 6' 5 1/2• 4 1/2" >cs-60 6' 6' 6' 6" 6' 5 1/2` 4" 4" 6' 6- 6' 4" 4' - >at-toy 6' 6 6- 6' 4 3/4" 3 3/4' 3 3/4" >106-1205' 4" 3 3/4• - - >s2f-s4a 6" 6' 5 3/4' 4" 3 3/4' 3 3/4' >fcs-tEa 6' - 6' S" 1 3 3/<" 3 3/4" BUILD-OUT MOUNT ASM SLAT SPAN RANGE DES1nc 0`-4 t > 4'-S't >W-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 1V-20't FFEMUM RATW E E E QE E E ® E E E E EE ® E E PA1GE(p4G s 3oz 6' 6' 6' 6- 6• 6• 6' 6" 6' 6" 6" 6" 6" 6• 6• 6" 6" 6" 5 1/2. 5 1/2" 4 1/2' 4- 4" 3 3/4' >31-40 6' 6" 6` 6" 6" 6" 6' 6" 6" 6" 6' 6" 6" 6" , 6' 6' 6" 5" 4' 4` 3 3/4' 3 3/4' 3 3/4" 3 3/4- >41-60 6" 6' 6' 6' 6' 6` 6' 6' 6" 6" 6" 6' 6" 6` 6" 4' 4" 3 3/4` 3 3/4' 3 3/4' 3 3/4' 6" 6. 6.6" 6- 5 1/2 6" 6" 5" 5" 5" 4" 3 3/4' 3 3/4' - 3 3/4" 3 3/4" - - - - >ef-105 6 1 6` 6` 6' 6' 6. 6' 5 3/4 4 1/2' 4 1/2' 3 3/4 3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 3/4" - - - - - - >f0a-220 6' 6' 6" 6" 6" 5 1/2 5 3/4 5 3/4 4 1/2 4 1/2 4 1/2' 3 3/4 3 3/4-.3 3/4` 3 3/4` - - - - - - - - >r21-140 6" 6" 6' S' S" a" 4 3/4' 4 3/4' 3 3/4 4 1 2 4 1/y. 3 3/4 3 3/4' 3,3/A: - - - - - - - - >ut-t60 6" a' 5" 4 1/2*14 1/2'13 3/4 4" 4" A. 4` 3 3/y' �$ . ''voe"•.,,.� NS �/ FLORIDA BUILDING CODE(Non High Vdadty Uurr(eane Zow) * 44167 = °'°"TLTECA` Nautilus ` RoMngShutlezSystem r/2yn am � .'`!�9 5l;: TRLT TESTING ENGMMRING COMPANY EXPERT SHUTTER SERVICES INC. .n Y!r�D ��� 1626 S.M.aaTuxE saO r 17-244 � PCRT ST.f.UCIE•FL.34964 �� Al Et�rr� 1 111, a-max tatecoawtwm PW (eco)749-m6.rue(Tr2)67,-ca20 durNG 1+. - q 1 1 EH-0006719 oraenm+ ppm9y uR I� J%VVER A UR Jr,PE. P.E. S'E�iC_✓jW0 RE/DATE FtCROA T 44167 au Is++, Nn sNtit t7 OP 1a MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W15/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT F• SLAT SPAN RANGE DESKW RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't .) a" a' 8' 6' 8' a' 6" 41/2'B' ' ' 8- 8' 7' 4 1/2' 8" 8• B' 8" B' 4 1/2' - - t NOTE: >61-60 B. 2 a' 7 t 7• 51/2- - - - MAX, SLAT SPAN FOR A >e1-1o5 e' e" 7 1/2" 5- 4' - - - t--SL 1-4/ GIVEN A.S.D. DESIGN >tos-t2o g' 7 1/2' 6" 4" - - - _ PRESSURE RATING SHALL NEVER EXCEED MAX. STAT >121-140 8' 6" 5' SPAN INDICATED ON SLAT >141-160 7" 1 5' 4' 1 PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT DE A--.• SLAT SPAN RANGE - PRr Sims RAnNC 0'-4'-t > 4'-5't > 5'-6't- -> 6'-7't > 7'-9't > 9'-12't > 12'-16't >-W-20't RANGE(P.af.) S30.0 6" 6" 6' 6^ 6^ 6' 6' - >31-40 6" 6' 6- 6' 6- 6' 4 1/2- >41-60 6• 6' 6' 6" 6' 4 1/2' - - >61-80 6- 6' 6' 6" 5" 4 1/2" - >61-105 6" 6' 6" 4 1/2" 4 1/2' - - - 2106-120 6^ 6• 5 1/2' 4- 4 1/2' >121-140 6' 5 4 1/2' 3 3/4" >141-160 6" 5' 4- BUILD-OUT MOUNT uAx. &a SLAT SPAN RANGE Pim RE 0'-4't > 4'-5't > 5'-6't >6'-7't > 7'-9't > g'-12't > fY-16't > 16'-20't pE(per{,} E E E E E E E E EQ E E E 1-30.0 6' 6" 6" 6" 6" 6' 6" S. 6' 6- 6' 6' 6' 6' 6" 6' 6' S 1/2" 4' 4 1/2' >31-40 6' 6- 6' 6" 6". 6' 6" 6" 6" 6" 6" 6" 6" 6' 6" 5 1/2' 5" 4' 4' - >4t-6o 6' 6' 6' 6" 6' 6" 5 1/2' 5 1/2' 6- 6' 6" 6' 6" 5 1/2' 4 1/2 - - - 3 3/4- 6- >61 /4' - - >st-80 6' 6' 6" 6' 6^ 5 1/2 5 1/2' 5 1/2' 4 1/2 5- 5' 4- 4- 4" - - - - - 3 3/4" - - >6t-105 6' 6" 6" 5" 6' 5 1/2 5 1/2 5 1/2 4 1/2 3 3/4 3 3/4' - - - - - - - >106-Iw 6" 6' 6' 5 1/2 5 1/2' 4 1/2 4 1/2 4 1/2' 3 3/4 - - - - - - - - - - - >12t-fao 6" 6' S 1/Z 4" 4' - 3 3 4 - >141-tea 5' 5" 4' P 4•.•• FLORIDA BUILDING CODE(Nen High Velocity Hurricane Zone) �• F 02017 TLTEM M. cp"'I or �.: NO.4416;p • : WNautilus w qz:�L nowngShutfersya(eln ee/24/17 IL ECO�x,. oA11 ` �O': i Ir • TIwT TESi1N6 e:CNGI VMIG COMPANY EXPERT SHUTTER SERVICES INC. �.•. / ..-,x•,x17¢m.m ncu 1626 56LT10RE SIFEE 17-24Ua. 1 .Y. PORr 57,UICE.FL 34984 o— ••��11\\ a EB C��9 PMe (800)719-9056.F1 (1711 671-OM MAWNO Ne .LrM A TIL UT Jr.PE. (0 �� e•R uA 'F.� S•',jU /GATE Fra0a B sa 167 n sxFTT 1e ar26 SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (per) Vx Vy Vx Vy Vx . Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 1 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1 1695. 480- - 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 1 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 - 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 .1869 630 2039 635 — — — — >141-160 1 781 1 320 1 1186 1 400 1322 480 1873 560 1740 1 640 — — — — — — SLAT �SPAN� rc—= � SLAT SPAN DEFINITION �NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PEMOT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WHO Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH.IAM. SEETiHISSKEEET FORVX&VyVALUES. Vy SIDE RAIL VX ,P SRA:......Vy ✓: ••V' C` FIARIDA BUILDING CODE (Non Sigh Velocity Hurricane ZWro) No.44167 i c zon nTEm 9� • cw,1e1 or. *; Nautilus * � RomgSho![orSysto. E9/24/17 �L EC OINC. DATE (��J 7� * TILIJT TESTING a ENWNEERIA co."'Y EXPERT SHUTTER SERVICES INC. 7¢,�Y.�.�/{ ,: �4\ w•.s s.s..u.+wwn c a,:..n_,ec 1526 S.W.ELTUCK$IWO 17-244 • (f 1 e-meT.G000P7119 (OAT 51. 066. R:,2)0 V � 1 pq!!,;:(g(q)u9-90.56,fNC(nt)871-0970 NAI 1 ca 000P719 WFLM 0.1.. 1 L.P.E. P.E. SEAL/SILrt�(tlQ�DATE rloraDA c�1 u167 n "� SN[Ef 19 of 26 SLAT PERFORMANCE CHART Ib I & ICI:(ONLY VALID FOR 12'SUP) SLAT PERFORMANCE CHART IIb I & RC1:(ONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE.A.S.O.DESIGN LOAD(pS.fl SLAT SLIP 118'AND FOR AGNEN MAXIMUM ASD.DESIGN PRESSURE RATING(p.sO AND SHUTTER MOUNT CONDMON FOR FORA GIVEN LVUUMUMAS.D.DESIGN PRESSURE RATING(ps.O AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"X4'STUDS. INSTA!2ATIONSWOSTORA BARS PER DETAIL2 BELOW INSTALLATIONSYGO STORM BARS PER DETAIL BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 Tr R/ CHART ICI CHART IIb I USE W/ CHART IIC I use Nm N Km WIEN Prat wa MMOK ASD.mo Im a°aw ubfIS.-W70/A4 UtW LflfGN P09ME NO HIMMIE ASB.LOAD USE worm wm wwam P09D:6 he mzAm Lm Kva)1UN OL m(MXlnlfkSM m Asn. 'Lltdx•(rt) USE 1rAxoast VALUE Asn. us<YA aLw VALE ASD. 'Lm eAax OF stAT 11.1 5!16'0 TAPCON XL ANCHOR WIN.SLAT LDAD VALUE 5116'0 TAPCON XL ANCHOR YIN.SLAT t.0A0 VAWE WOOD GRADE OE51011 SPAN_ SPAN )IAN# LOW ua (V W 0"�y.pn STORY EARS lLAtolAbt LWL SLAT SPAN FZQUFm WL SEPARATION m WALL GLASS 1LAXIMw REQUIRED LLAbf.SLAT SPAN 'Lm REOIIFIm YIN.STPARATiON m Wf) Im I-" "5 ` rw0 Z�wES aw4D01E 'L,rAx'{rt) ((t) UMMM m BACK OF SW Ce) A. 'LuAX.'(1t) (rt) IIESLIIlm To Iva(OF SIR Ga) SOUROU Pe`E 12(0-0.55) Co. 4'-5'OESM Pam LrAPt Gula-oui man-0 rt 'u�+'°°� w o s(ORY EWS � SUta-M U44 T*�"® w o STORY EARS RANp tg1Ad w/ u w/ t elmatPr ttANq wow K/ w/ rrwouT DOUGLAS-FIR-SOUTH(0=0.46) BO 4'-5' 4'-s' o'-a' 4 weio ZONES NbID ZONE (Ps!) ! i mo ZONES w2A ZONE Ors 1g1Ptd) W=A) (2s t,atts e> 1-3 4 m m MCA) (ss W=A (Sm W m6) 1-3 4 .UL'E RNE-FiR-STH(G=0.36 ED 4'-5' 4'-5' 30.0• IT-a' 10'-^J' )V'-a• B'-1' 1' a 7/2• 30.D• 5'-3' W-3' 8'-3" 7'-7' 1 1. a 1/8- 35.0» 10'-1)' 10'-o• 10'-a' 7'-9' 1' 8 ,/Z- 33.0» 7'-9• 1. 7--g- T-3' 1' B 1 8• 40.0» 10'-0' 10'-or tc-O' 7'-V I' a 1/2• 40.0» T-7- 7'-7' T-7. T-0' 1' 8 1/8- 45.0»• 10'-0' 10'-0' tw-o- T-2- 1' a 1/2- 43.0"• T-4' 7--4' 7'-4' V-9' I. B , a- . Yn 50.0»• 10'-0' ler-0' 10-0' 7'-0' 1' a t 2- 30.0•» T-0' 7'-J' 7'-3• V-6` I. t 1'a' 6--9' t 60.0»• f0'-O' 1(Y-D" 1D'-7 6'-9' i6 I'ry 60.0•» T-0' T-3' 7'-3' V-2' 1' B 1 8' ------ SLAT PERFORMANCE CHART JUL:(ONLY VALID FOR IIB-SUP) SLAT PERFORMANCE CHART IV:(LESS THAN 1I8'SLIP) ! r sur FORAGNER AM.RIMUM ASD.DESIGN PRESSURE RATING(p.sr)AND SHUTTER MOUNTCONOITION FOR FORA GNENASD.DESIGN LOAD (pa.0.SHUTTER MOUNT COND[TION INCLUDING (USTALLATIOl73 YGO STORM BARS PER DETAIL28ELOYI ANCHORTYPEA!lD FORtNSTAJ!ATIONSYtfO STORM BARS PER DETAIL 2BELOW CHART IIID I E T/ CHART IIIA I `' t., i? e # 5116"o TAPCON XL ANCHOR SLAT SPAR DEFINITION AAE ILNfuM VOLA:BEIIFDL l09IAE RO)EOONE.ASB.LbD ii.«u.•1st:.; s USE LLA)01AN PoADYE ASD. USE YA1df W VACfA<FEI NET]4 P0.SRM1£ [PSE ILA703iUY POSTWE a`L 0rr�d ,5(16"O TAPCON XL ANCHOR WN.SLAT LOAD vim` AND AMTK ASD.LOAD ASA.LOAD VALUE SPAN YAX.SLAT Y!L SLAT r T WAX.SLAT SPAN 'LYBL.• SPAN SPAN TO atm MDJL Toto 'c. ten, RMUFMList stpARAtroN mGLASS L4� 'l.UA) (FT) (tt) YESURED m BAB(OF 90 rh) DESIGN 'LLLAx•GFT) 'LPaN•(FT) LNac a BAT f) \\\\\\\\\\\\\\\�`1 t/2-PLwr£uD AND FIQE- WI Ni 10.gU v/ w itsD-ai1T w 0 STOPo4 BALE LOAD &OmaD 4 TPAPPM &aaa-a�UT Ly/0 STORY BARS Y/7 (2).EA SCEs N ,�, ioUyy( WIND ZONES WIND ZONE ,�,R6 �ZONE fM.FltN SEE,fc'tPL)t f0'T) mm Nuns6I (a�6) !r m"' 6 6 1-J 4 �EY *ND ZONIM- vE wm A sans• 1-J 4 DETAIL t(ELEVATION) 30.0• 7'-8' 7-6' 7'-6' 6'-7' t' 8 1/5- 30.0• V-6' 35.0» 7-2' T-Y T-2" 6•-4' 1' B I/6, 35.0- 6'-3' 40.0» G-9' 5-s' 6'-9' 6'-1• 1• E t/5'„- 40DM-� V-0" 6 t{Q45.0•» 6'-B' 6'-6' 6'-B' S'-t1' 1' 6e45.0 0'-0' 1' 5- 50.0�•• V-5' S-5• 6'-5' 5-9- t' 6 1/6- ,0 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 53.0»• 6'-3' C-3' V-3' S'-Y i' e t 53. ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60,0••• 6'-1` t3'-i' 6'-,' 5'-5' t' 6 ,/6' 60. IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUMA.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME I"ALL To BE BUILT STRICTLY IN ACCORDANCE VILTH SPECS GNEN ON DETAIL AND PROVISIONS FRO!.( CHAPTER 23 OF ..-...............__�� •VALID FOR DOUMAS-FIR-SOJRt(0A-46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF IVAL L AT EITHER i - Sl7U1114FIN FIE 12(C-=) SIDE OF OPENING SHALL BE 33', SLAT F1tE�ilz-sm+ VAUD FOR OOUiAS-FIR-SWIH(G=(146) ' j C SOUOEJ34 RrE 12(G-0..5) I SLAT SPAN DEFINITION m VAUO FOR90UOiF37Ft { iti 31& og ; FLORIDA BUILDING CODE(Non Legh Velocity Hurricane Zone) 10.-o 707 BUla-DLT :; 1"f. ••,•• ••••••• WJC NID'H •: -u = O 2017 T'LTECO L•.^G • OBR4M fM. INSTALLATION INTO WOOD FRAME STRUCTURES gyp,44167 = Nautilus L.C. RoHGTgS6uHer5ps&zn ce/24/n ii r f1 `--�`� / I _ IL E C O�Nc. EXPERT SHUTTER SERVICES INC. am \ti:t\\�\\\\\�� •': � 1PC ; TILUT?sna •t' •ti � 2�'k 7626 S.w.P]{.TUORE STRr'ET �t� Ft ',% uD Y7/ (2)YrG'15tXD SRAS o� oR1� �\ o-ma2:DleenOac(ram PORE Sr,LUL7E,T7..34984 OOAwata W. Cita.F404 SLE BEV=)t _��p '•SQL-,1A t6-aaO67TP cxuc(Bao)TNI 9-c .rW DETAIL 2(ELEVATION) e;E. TURE/GATE ALiR a Taur PE 4= �+ �R FtaR®,a u�./uts! axT6T 20 m 76 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RANEE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) RAM" SLAT SPM RMM SLAT SPAN RANGE WOOD GRADERAV4 PAN— " WOOD GRADE a, E p�4'">4to5">SLoE`>btuY">YtoS">9lom' (P.q ft-d to 4-G 1 s 30.0 6' 4 30.0 6" 1 6' o' 6" 6" 6' SOUTHERN PINE #2 40 6" SOUTHERN PWE #2 40 6" 6" 6' 6" 6" 4 3/4" (G=0.55) 50 6" (G=O' 55) 50 6" 6" 6' 6" 4 3/4' 3 1/2" 60 1 6' 1 60 6' 6" 5 3/4' 5 1/4" 3 3/4' 3" QOUGI.AS-FIR-SOUTH s 30.0 1 6' DOUGLAS-FIR-SOUTH s 30.0 6' 6" 6' 6" 6" 6' (G=0.46) 40 1 6" (G=0.46) 40 6" 6" 6" 5 1/4" 5 1/4' 4 1/4" PRtJ E PRE-FIR-SOUTH s 30.0 6" SPRITE PNi-FIR-SOUTH s 30.0 6' 6' a 6" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) YAMM SLAT SPAN RANGE ""o"mSm WOOD GRADE T U-t` >41;" >5�" >5-7' >7-T" > cc� IIOLINT W/O umm W E Yb1WT Y UOUNT Y e` mmeq: 110TI%T q 110{INf W =""'A'2=W E Y0111(f W E =, E NDIINT W E S 30.0 6" 6" 6" 6" 6" 6" 6- 6" 6' 6" 6' 6" SOUTHERN PINE #2 40 6' 6' 6" 6' 6' 6" 6" 6- 6" 6" 5 1/4" 5 1/4- (G=0.55) 50 6" 6' 6" 6" 6" 6" 6' 6' 57/4- 5 1/4' 4' 4" 60 6" 6' 6" 6" 6" 6' 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FlR-SOUTHL.11; 3 0 6" 6" 6' 6" 6" 6" 6" 6" o' 6" 6" 6" (G=0.46) 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 PINE-RR-SOUTH0 6" 6' 6" 6' 6' 6" 6" 6" 6" 6" 5 1/4' 5" G=0.36 '0' EFt A. � * NOTE- MAX. SPAN FOR SLAT FOR A �$1 GIVEN A.S.D. DESIGN LOADFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SHALL NEVER EXCEED MAX. '• No.44167 e 2o1T reTeco 1NC ccAATr ar SLAT SPAN INDICATED ON * 1 ,� NautilusLc- t T Rozr&gshu[iersystem rA/24/n SLAT PERFORMANCE CHARTS ` 11�. F,C(�INe. . A'q aAi[ ON 20 SHEET. . ;• THw i[giIMG h ENGINEERD/C COYPBNf EXPERT SHUTTER SERVICES INC. w na:aw 2 i�>�,raga vtac,n M. 1626 S17-244 .W.g1.TUon STREET Off{, �, 1(11eaeaasaen n_,ss• RCFai Sf.11K�.Fl..3496/ 6RlWw0 No — NAL 111 c E6-0 0 06113 iM1aDrv"Ej(¢fm]l1-DD£G.qX: '!Tl)8T1-M9D WALTER A.MIT:,.P.E. �'•u � win r P.E. S W URE/DATE FLO�.CA L'c/44167 m.aa. r. SHEET 21 OF26 r TABLE 1 - -- - -- -- ----- MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING(ft)*` )AW .S.D. STORM BAR SPACING (FT) mpsf P 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" W-0', 11'-0" 11'-0" 1 t'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-0" 11'-0" ill-01, 11'-0" III-01, 1 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" f 1'I/ 1 OR MORE STORES BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W-0" 45.0 11'-0" W-0', 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" it'-0" t THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" i t'-O" 11'-0" 11'-0" 11'-d" • IW/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" Ill-01. 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 0 - 65.0 11'-0" 11'-0" 11'-0" 11"-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" t - 70.0 ill-01. 11'-0" 11,-0" 11'=0" 1t'-O', 11'-0" 11'-0" 11'-0" " 11'-0" • - 75.0 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" « - - 60.0 1I,_0, 11'-0" 1 1'-0" 11'-0" 1 V_0" 11'-0" 11'-0" 10'-10" • - - 85.0 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 90.0 W-0, 11'-0" 11'-0" 11'-0" 11'-0" 1 1'-o" - - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0•. 11'-0" - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" t t'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-O" - - - - - - 120.0 i 1'-0" 11'-0" 1 1'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-o" 11'-0" 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 W-0', 111-01. 1 1'-O" - - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - - 150.0 11'-0" ill-0.1 - - - - - - - - 155.0 11.-0" I 11'-0" - - - - - - - - 160.0 11'-0" I II,-0,, - - - - - - - - 'k# �•' MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN : p.�''• � '•. = FLORIDA BUILDING 000E(Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. f No.4416E. c�onrLEca�c Nautilus cwL.0 =�^ RotlingShl2tterSya(em c6/Ay1T TCME C DATE: TnT.R TESTING R ENGINEERNAG COYPAW EXPERT SHUTTER SERVICES INC. t��' •�[� t� \ W.. 1626 S.W.84TNORE STRz7 17-244� . � \ PORI Sr.LUCi<.it 34984 6Tleea6cd.eem ppA .0•• 111 EB- G7,9 �(EW)740-0-6.ru:(m)571-MO +- o % GDGWALTER A TRLJT-PZ u ay.o na P.E. yLS 9YA700 DATE FLORMA� f..167 SKEET 22 0726 TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q.&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) 4m STORM BAR SPACING"a"(Ft) STORM BAR SPACING"a'(FT) < 2' 2.667' 3' 3S' 4' CV 5' 5.5' G' 6.667' � 2' 2.667' 3' 3,5' a 4.5' 5' 5.5' 6' 6.667' 30.0 AD.CD A.RCD AB.C,O B,CD B,C,D A.BCD BC,D CD 0.B.C,D BC,D 30.0 BCD 0.BC BCD BCD BCD ARCD BCD BC ABC BC 35A D.C,D AB D A,9,C,D ARCO AB C,D AB,C,O 0.500 ARCD B,CD A,B,C,D 3S0 ARCD BC0 BCO 800 BCO A,OC A,BC C A 40.0 AB GD A B, D A.B.0 D AB,C,D A C,D AB C D BCD A9 C 0 BCD 0.B C D 40.0 AB,C.D B,C,D AB C D AB,C,D ABC AB.0 0.B,C A A A 45A B C.0 A.B.C.O A9.C.0 A.B.0 D A,B,C,B AB.0.0 A.B.0.0 A.B.C,D AB C D ABC 45.0 AB.C,O AB,C,D 8 C,D 0.BC ABC ABC A A A A 50.0 A.B,C.D A. C,D A.B.C,O "B.C.O A.B,C,D A.B,C,D A,B.C,D A.B CA AD,C.D A.B.0 50.0 B,C D 8 C,0 A.B.0.0 A.81C ARIC A A A A A 55.0 A8,C.0 A9,C,0 AB,C,D A8.C.0 A.B,C,D AS.C,D A.B.C,D A.B.C.D A.%C A,B,C 55.0 AB.C.D A,9,C,0 BC BC A A A A A A 60.0 AB,C,D A9,C,D A,B,C,D AB.C.0 AB,C,D AB.C,D AB,C.D A.B.0 A.B.0 A.B.0 50.0 A,B.C.D B.0 AB.0 A9 A A A A A A 55.0 B,C.D C D A e C D AB.CA AB C.D 0.8,C,D A.B.0 A.B.0 A.B.0 B 65.0 B C,0 AB,C A.B,C A JA A A A A A 70.0 BCD dBCO A,BCD AD,CD ABCD BC BC ABC B A 70.0 B,CD 0.910 A9 A A A A A 75.0 B,CD BC.D BC,D BCD A.9 CD ABC ABC B A A 75.0 ABC,D A8C A A A A A 60.0 AB.C.D AB.C,O A,B,C,D A. AB.0 AB,C A.B.0 A A A 60.0 A,9,C 0.8 A A A A 05.0 B. D AB.0 D A.B C D 8 C,0 B.0 AB.0 AB A A A OSO ABC A A A A A 00.0 AB,C,D AB,C,D A9,C,0 AB,C A B,C AB.0 A A A A 90.0 AB.0 A A A A 05.0 ARCA & D ASCD AB.0 A.B.0 AB A A A A 950 A.B.0 A A A A 100.0 AB.C,D 'BCD ABCO 0.510 AB.0 A A A A A 100.0 A.B.0 A A A -- - 10&.0 AB.C,D "BCD � "B,C B.0 - A9 --A -A A A-- A - 105.0 A8 A - -A - .A-110.0 AB,C,O BCD AB.0 "B C A A A A A A 110.0 A A A A 11&0 ARCD A,D D ADC C A A A A A A 115.0 A A A A120A AB.C.D A80 0.8C AB A A A A A A 120.0 A A A A120.0 A,B,C.D ABC 0.BC A A A A A A At23.0 A A A 130.0 B C,D B C A,BC A A A A A A A 130.0 A A A135.0 AB.C.D AB A.B.0 A A A A A A - 135.0 A A A - - - - - - M.0 A.B.CO AB.0 AB A A A AEA A - W140.0 A A A14SA A,B.C.D ABC AB A A A A A - A A A -150.0 B.CA "8.0 A AA A A - - A A -15&0 AB,C 0.8 A A A A - - A A - -160.0 BC A8 0. A A A A - - A A - - - - - - - - ANCHORS TYPE LEGEND A 3/8. CARBO"( STEEL KWIK EOLT TZ EXPANSION ANCHOR Y1/ 2 1/2' Min. EMBEDMENT*& 5'Min.THICK POURED CONCRETE (f'c= 3000 psi) B 3/8'.x1 1/4" P071ERs CALK-IN ANCHORS V1/ 1 1/4'Min. EMBEDMENT*TO POURED CONCRETE(f c = 3000 psi) & 3/8'0-16 6fACHR1E SCREWS C 1/4'.x3/4'ALL POINTS SOLID-SET 1.PGRA.T ANCHORS W/7/8' Min. EMBEDMENT*TO POURED CONCRETE (f'e - 3000 psi) & ,��� C Al 1/4'0-20, 18-8 STAINLESS STEEL MACHINE �' ••• -"s,•'••�� FLORIDA BUILDING CODE(Non High Velocity Burrieone Zara) SCREENS *: 44167 } 02017 M-=Luc DRAWN Sr. D 5/16'o [!W/EUgAEX TAPCON ANCHORS Vl/ Nautilus 2 1/4' Min. EMBEDMENT*TO POURED , RnIIfngShnf erSyafem @m/24/R CONCRETE (Ye = 2899 psi) '_�.•, �Q`1', TIWS TEsi,L E C Or1aRCoyPurT EXPERT SHUTTER SERVICES INC. oArc �' �. 11 ''"•w`.ism a"m.i°`a"'cus ern. 1525 S.W.CtLP.ACRE Smrr 17-244 * EMBEDMENT IS BEYOND ANY FLOOR /CEILING FINISH z �Q�IA���6, 11111 °��,�*9`°" w0c(eP000�j 7:�sau rm,(m)d"Vr o ��K. wA:.,�ti A Tsui:..P.E .:.... ®.no• rx P.E.SEAT.S(WA RE/GATE FLOFWA lie.111 157 �. /r• SHM 23 W 26 0 SCHEDULE to SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& AMAX.MULLION SPACING(ft)` X.DESIGN PRESSURE RATING(P.S.F.),& A MAMULLION SPACING(FT) MAXIMUM MULLION SPAN(F() MAXIMUM MULLION SPAN(FT) D UkXLW GG'4-x6'tcif4-FAULUON Gt 4'x6"x1f4'MULLION G2 4W'XI14'THICK(17 RANGE)MULLION "0' OG 4"x6-A1f4'MULLION G1 4k8kt/4'MULUON G2 4'05A14'THfCK SAACM Ptd SPACIND 3b'FLNNGe7 MIALM fATWO cR0,frArDN gi oREfdrATlaV#2( ) O LWATION t (m) C..7FMATION 62(p) ORIENUTIGt 1 #* ORTE14TAT0`1 02(0) (wl•) ('U CRUITATTON pt ORIENEATIO11 2( ) ORIDWON 1 ) MEUTATI /2(9) ORIDOATION/2(0)t END 04ERAR DID IRTERICR END L M13R END INTER10R END END INTERIOR END WERICR END INTERIOR DID INTER:Oft Elio IYSERIOR ENO IMERIOR 30.0 20'-0' Y-110' 9'-6" Y-3' 12'-0' 9"-4' 10'-7- 8-0' 12'-6' 9'-8` 7'-B' 12'-6' 30.0 20'-0" 7"-10' 9'-8" Y-3' 12'-V 9-4' 10-7 8'-O" 12'-8' 7'-6' 12'-6" 38.0 20'-0' Y-4' 9'-1' V-9` N'-5' 8'-8' I0'-0' 7'-7' 12'-6' 8'-11' V-11' tY-6' 35.0 20'-0' 7'-4' 9'-3' 6'-9' 11'-5' 6'-8' 10'-0' 7'-7' W-6' 6'-11' 12'-6' 40.0 20'-0' F'-W B'-10' 6'-4' 10'-ft' 8'-I' 9'-7' Y-3' IV-6, B'-5' 6'-6' 12'-6' 40.0 20'-0' 6'-10' 8'-10' 6'-4' 10'-11" B'-1' 9'-7' J'-J' 12'-6• 6'-6' 12'-6' 45.0 20'-0' 6'-8' 8'-6' V-6` 60'-8` 7'-8' 9'-3' 8'-11' 12'-8' 7'-i1' 6'-2' 12'-6' 45.0 20'-0' 6'-6' B'-8' 8'-6" 10'-6' 7'-8' 9'-3' 6'-11` 12'-6' 8'-2' 12'-6' 60.0 20'-0' 6'-2' 8'-2' W-VI 9'-11' 7'-4' 6'-if' 6'-7' IV-6' 7'-4' 5'-11' 12'-6' Sao 20'-0' 6'-2' B'-2' 6'-0' 10'-2' 7'-4' B'-i1` 5'-Y 12'-6' V-11' 12'-6' $6.0 '<0'-0' S'-ti' 7'-11' 5'-9' 9'-O' 6'-8' 6'-Y 6'-3' 12'-4' 6'-8' S'-7' 12'-6' 66.0 20'-0' S'-11' 7'-11' 5'-9' 9'-10' 7'-0' 6'-7' 4'-10' 12'-4' 5'-7' 1Y-8' 60.0 19'-5' S'-9" 7'-9' 5'-6' 6'-6' 6'-4' 6'-6" 6'-2- 12'-0' W-4" Y-6' 12'-6' 60.0 19'-5' 5'-9' 7'-9' 5'-6' 9'-8' 6--10' 8--6' 4'-B' 12'-0' 5'-6' f2'-6' 65.0 18'-4` Y-9 7'-9' S'-4' ar-4' 6'-4' 6'-<' 6'-2 I1'-10' 6"-4' S-6 12'-6' 66.0 18'-4' 5'-9 7'-9' 5'-4' 9'-7' 6'-10' B'-5' 4'-8• I1'-10' S-6 12'-8' 704 17'-4' 5'-9' Y-8' 5'-4' 8'-2' 6'-Y 6'-Y 6'-Y 11'-9' 6'-3' S'-6 12'-6' 70.0 17'-4' S'-9' 7'-8' - - - - 75.0 16'-6'- 5'-9'- 7'-7'- 5-4' 8'-0' 6'-3' 8'-0" B'-2' I1'-7' C-3'- Y-6 12'-Y 75.0 TB'-6' S'-9' 7'-7' S'-<' 9'-5' Y-10' WA 15'-9• 5'-9" 7'-7' S'-4' V-10- 6'-3" 7'-10" W-2` IV-6' V-3' Y-6 1Y-4' 50.0 15'-9' S'-9' 7'-7" 5'-4' 9'-4' 8'-10' 6'-3' 4'-8" 11'-6' S'-6 W-4' - 85.0 15'-V 5'-9' 7'-7' S'-4' 7'-9' 6'-3' 7'-8' 6'-2' 11'-5' V-3' S'-6 12'-3 66.0 15'-0' S'-9' 7'-7' S'-4' 9'-3' 6'-10' 8'-2' 4'-8' it'-5' 5'-6 12'-3 1�.0 W4 2!' 5'-SI 7'-7' Y-5' Y-9' 6'-4' Y-9' 6'-Y II'-S' 6'-4' S'-7 12'-3 no 14'-2' S'-IV 7'-7' 5'-5' 9'-3' V-It' 6'-3' 1-10' 11'-5" 5'-7 12'-3 95A 13'-S' 5'-10' 7'-7" 51-6' -9 5-5' 7'-9' 6'-4' 11'-5' a-5' 5'-8 12'-3 95.0 13'-5' 5'-10' 7'-7' 5'-6' 9--3' V-11' B'-3' <'-il' 11'-5' 100.0 12'-6" 5'-11' 7'-7' E'-Y Y-9' 6i-6' Y-9' 6'-4" 11'-5' 6'-6" 5'-9 12'-3 100.0 12'-9' S'-11' 7'-7' 5'-Y 0'-3' 7'-0' 6'-2" 5'-0' 11'-5' S'-9 12'-3 tOSA 92'-2' 6'-0" 7'-7' 6'-Y 7'-9' 6'-Y 7'-9' fi'-S' it'-S' 6'-7' 6'-9 t2'-3 10..00 12'-2' 6'-0' 7'-7' 1'-7' 9'-3' 7'-1' 6'-2' S-1' ti'-S' S'-9 tY-] 110.0 11'-Y 6'-0' TT 5'$ T-9' 6'-e' 7'-9" 5-6' 11'-S" 6'-B' V-10" 12'-3 1110-0 11'-Y 6'-0' Y-7' S'-e' 9'-3' Y-Y B'-3' Y-3' W-S• 5'-t0' 12'-3 1160 11'-1' 6'-Y Y-Y 5-9' Y-9' 6'-9' Y-9' 8'-7" 11'-5' 6'-9' S'-/1` 12'-3 115.0 1f'-1' 8'-Y Y-7' 5'-9' 9'-3' 7'-2` 6'-3' S'-4" it'-S' S'-tY 11-3 120-0 to'-8' 6'-1' 7'-6" 5'-9' 7'-9' 6'-f0' Y-9' 6'-Y 11'-5" 6'-W w-Ir 1Y-3 120.0 10'-8' 6'-Y Y-6" 5'-9' 9'-3' Y-3' 6'-2' 5'-5' 1111'-5' 6'-0' 1T-3 115.0 10'-Y 6'-2' 7'-7• 5'-t0' 7'-t0' Y-0' Y-SO' W.I. W-5' 7'-0' 6'-1' 12'-3 1250 10'-2' 6'-2' T-0' S'-10' 9'-3' T-4' 8'-3' 6'-9' 11'-5' 6'-Y 1Y-3 13" 9'-10' 6'-3- Y-7' 5'-TO' Y-9' Y-0" Y-9" 6'-9' 11'-S" T-V 6'-1' 12'-3 130.0 9'-10' 6'-3' 1-7' S'-10" 9'-3' 7-<' 8'-2' 6'-9' II'-S' 6'-1' 12'-3 135.0 9'-5' S-4• Y-7' S-I1• Y-10' 7'-Y 7'-to' V-10' I1'-5' 7'-2' 6'-< 12'-3 I= 9'-5' 6'-4' Y-7' 5'-11' 9'-3' 7'-5' 8'-3' V-10' 11'-S' 6'-2' 12'-3 140.0 9'-1' 6'-4' 7'-7' 6'-0' Y-10' Y-3' 7'-10' 6'-11' 11'-S' 7'-3' 6'-3' 12'-3 140.0 9'-t' 6'-4' Y-Y 6'-0' 9'-3' 7'-6= B'-3' 6'-Ii' if'-5' S4S.0 B'-10' 6'-5' 7'-6' 6'-0' Y-9" Y-4" 7'-9' 6'-11' 11'-5' 7'-4' 6'-3' 12-3 145.0 8'-f0' 6'-5' 7'-6' 6'-0' 9'-3' 7'-6' 8'-2' 6'-It" tt'-5' 150.0 B'-6' 6'-6' 7'-Y 6"-1' Y-9" Y-S' 7'-9` Y-0' 11'-5' 7'�5' 6`-s' 12'�S 130.0 B'-8' 6'-6' 7'-J' 6'-t' 9'-3' 7'-7' 8'-2" Y-0' ii'-5' 155.0 8'-3" 6'-6' 7'-Y 6'-2' T-S' Y-8' Y-9' 7'-1' 11'-5' 7'-8' 6'-5" 12'-3 155.0 B'-3' 6'-6' 7'-Y 5-2' 9'-3' 7'-8' 8'-2' 7'-1' W-S' 160.0 B'-0' 1 6'-7' 7'-6' 6'-2' 7'-9' 7'-7" 16a0 B'-0' i 6'-7" I 7'-6' 6'-2' 8'-3' 7'-9' 8'-2' 7'-2' it'-5• 6'-6' 12'-3 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULUON i v , INTERIOR 111'' Q,�TERq g MULUON 1111 .uCp�� �Ys ✓�= FLORIDA BUILDING CODE(Non)Ggh Velocity Hurdcone Zane) 'sr 02917 TILTEaa QIC. Nautilus a AW BY: MULLION SPACING:"S" IL E c�1` C O INe. ao°f°9�'°UarSyftfem oeD K1J 711.1-IT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.Ot1110RE STREET `14 111 ��.%1sc5)511-1535.io+:(SG51i11-1111 pORT ST.L11L7E.FL J49fi4 17-244 L EH6 111 naa L1ac50oo1.455 (E05)749�.IAL-(777)671-"D DRAW WO X. '•,fjllll1j4 WALTER® T'-Ln".P.E. oassm: in[ M.r u0. P.E.SEAL/SIGNATURE/DATE FLOa1:A L7-1 44167 15-0. .,. .NUT 14 or2G -- ---_ -_ SCHEDULE 1b ----- --- - - -- --SCHEDUl.E2b -- - - FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(R)FOR END AND INTERIOR MULLIONS FORA GIVEN WALL MOUNTING MAX.SPAN IFT)FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(o.s.f.).&A ITLO"MAX.MULLION SPACING(R)• DESIGN PRESSURE RATING(P.S.F.).8 A 1ri0'MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FI) DIES@4'.6'X1!4-MULLION G7 4'z6'x"MULLION G2 4W'MWTHICK(3;8E) 'FLkNGGRRUON ©4"xs"z1/4'MULLION Gt 4'x8k114'MULLION G2 4'x7'x1A'THICK yy�0 RAM SPACM WFLk%fG_)L. pAmwy ft` r"X N/1 OaEr(rAT1as 2(p C UNTAnCt4 1 CRENTArON 12( ) 0.3IerAr4N/1 (�D CFWCAU04 12( (P-Q �)' 6RENm i/1 o1LENTAm l2( ) oRIENumN t (#t cwEaanou INtER(OTT END IrfTERIpR END INMCR ENO INTMOR END END G IMCR END IMMOR IND' It TMOR END DNTMCft END 9RFRIOR ENO ORERfOR 30.0 12• - W-6" 9•-9' Ir-6' 12'-6' t2'-6' 10'-7- 12•-6' 12'-8' 11'-3' 12'-6' 30.0 121-0• 9-9' I1'-6' 9•-9 12'-6' IV-6' +2'-6• IV-7" Ir-61 11-3" IV-6- 38.0 12'-0' 16-11• F-2• f2'-8r 12'-6' 1t'-tV 10•-0' t2'-6' 12'-6' 10'-4' IV-6' 330 12'-1? 9'-2' 10'-I1' 9•-2' 12'-6• 12'-6' it'-11• 10'-0' 12'-6' 10'-4' 121-61 404 tr-C 10'-15' 8'-9' Ir-fs' 11'-8' 1V-C B'-6• 12'-8' tl"-SO' 9'-0' 12•-6' 40.0 IV-0' B'-8' 10'-5' B'-a' 17-8' 11'-S" It'-4' 9'-8' 12'-6' 9'-7• Ir-6- 46.0 72'-0' 10'-1' 8'-4' 12'-5' 10'-11, ilY-if• 9'-1' 12'-6' IV-2' 9•-0' IV-6• 4A0 12'-0' B'-C 10'-7' B'-C 12'-5' 16'-11• 10'-11' B'-1' Ir-s- 9-0' 12'-6' 600 Ir-0` 9•-B' B'-1' tT-01 10'-4' t0'-7' B'-9' 12•-6' 4C-r B•-8' 12'-6' 50.0 it-D' 6•-1' 9'-8' 61-1. IV-0' 10'-4' to'-r 6'-9• IV-6' 6'-6' 12'-6' 834 /r-0' 9'-5' 7'-10' 11'-8' 9•-t0' 10'-3' B"-6• 12•-6' t -1• 88-t' 12'-6' a" 12•-0• r_Iw 9'-51 7'-f0' 11'-8' 9'-+0• 10'-3' B'-6• 12•-6' 8'-1' 12'-6' 864 fr-0' 9•-r 7'-8' II'-C 9'-5' 9'-ti• B'_)` 12'-6' V-7' r-9' 12•-6' 80.0 12'-0' 7'-6' 91-2' 7•-6' 11'-4• 9'-5' 9'-11" 61-Y Ir-6' T-9' 12'-6' 6'S6 /r-rrr W_1%1 7'-r /I'-6" 9'-1' 9'-8• 8'-0• Ir-6• V-S" 7'-5' 12'-6' 6" IIV-0" 71-2' B'-It* 7•-2' 11'-D• 9'-1• 9'-B' 6'-0• 12'-8` 71-5' 121-8' 704 12'-6' 7--r 8'-6' 61-11' W-9• B•-9' 9'-5' 7*-10' 12'-S' B•-11• r-r tr-6' 70.0 tV-0' V-17' 6'-r 6'-11' 10'-9' 8•-9' 9'-5' 7-f 0' 92•-6• Y-2' 7" 42'-07'-t' 6'-61 6'-8` l0'-V tY-5' 9'-3' r-B' 12'-6' B'-7' T-tf• 12'-6' 7" 127-0' 6'-6' B'-6' r-8• t0'-6' B'-51 B•-3' 7'-B' Ir-6' 6'-11' Ir-6' 80.0 12'-01 6'-11' 8•-4' 0'-5" 10'-3' =7' 7'-S• 12'-6' W.I. tr-6' 121-6' 150.0 1r-C! fi-5' B•_i. G'-5' t0'-3• 6•-r V-0' r-S' 12'-6' 6'-8• 12'-61 85,0 42'-0" B-B' B'-2• 6'-S' fl'-9' T-2' 12'-8" B'-f' 6'-8' 12'-6' a" 12'-0• 6•-S' B'-2' 6'-3' IC-1' 7'-41' 6'-10' r-r 1'-6' 6'-8' +2'- mo I2'-0• 6•-6' B'-0' 6'-t' 9=2' 7'-0' 12'-5' 7'-t0' B'-a' 12'-6' 90.0 12•-0' 6'-I• B'-0' 8'-+' 9'-11' 7-B' 8•-$' 7'-0' 12"-5'96.0 12'-0• B-4" r-10' 9'-1t' 8-8 8'-1D' 12'-1' 71-5' 6'-2' 12'-8' 964 12§T 5'-tt' 7•-10' 5'-11' 9'-8' 7-6' B'-S' 6'-f 0' t2'-t' 8'-2• 12•-6' 1004 12'-0' T-27 7'-8" 5'-9' $•-37 6'-B' 11-9' r-0' 6"-0' Ir-6• 1004 12'-D" 5'-9• 7'-8' S'-9" 9--7- 7'-4' V-5' 5'-6' 11'-9' 6'-0" 1r-6' 6•-0' 7'-T5'-&' T-70` 6'-6' 11'-6' 6'-6• 5'-f0' 171-4' 165.0 12'-d 5'-$' '.T 8'-8' 9'-4' T-1' $•-3' 5'-3' 11'-6' S'-10' 12'-4' - -- SCHEDULE/b' (LIMITED LOAD,MULLION SPACENG 8 SPAN INSTALLATION) _ _ _- - - -- SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING 6 SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(R)FOR END&INTERIOR MULLIONS FOR A - WALL MOUNTED MAX.SPAN fNl FOR END&INTERIOR MULLIONS FOR AGIVEN- _- GLEN A.S.O.DESIGN PRESSURE(o.6.0AND FOR IT-O'(CASE 1)&6'-0'(CASES la&Ip MAX.MULLION A.S.D.DESIGN PRESSURE RATING(o.a.f.)AND FOR 17•D"(CASE 1)&B'•0•(CASE III MAX( SPACING(ft)• MULLION SPACING(R) MAXIMUM MULLION SPAN (FT) h1AXIMUMMULllONSPAN (R) Gx114` IK G45x14'N7HGK SD ! G 4'x6'xlWTHICK G1 4 "WITHICK rxrxitrTirzK(ULC3 .. fUAcn• 4Desm R110MULLION LIOMULLION fboLm (Eg,µ UU MULLION MULLION CASES P CA= PIMS!M 91UM70 SPxtaw 11,0xertarsf( :mom l� !I +I (I oras 1SACfXT wcAtON 11 TPau�aS+l 6�I Ara+ll cPa7ralaN/1 wR>ruLm( tBDmaON p azLAnmol l END (w W (w' fit (IUt f-4t f4t (0)t (fit (p)t pJam (�' �)t (p)t fit (tet Ot (=}t Ot ELI) I Iles-CR &4D pISERAR N'EIMR END DamoR MULLION END IMERtOR EN3 "MMCR 6DEFdOR ENO IMER'OR 300 t2'-0' - /r-fi' f2'-6' 12'-6" 12'-6' - t1'-O" v� 30.0 12'-0' - 12•-B" 12'-8' 12'-6' 12'-6' 364 12'-0• - 47-8' 12"-8' tt'-i 1' 12'-6' - /1'-0" 354 IV-0• - 12'-6' IV-6' TV-I1' IV-6" 40.0 IV-0' t2'-6' i t'-8' i 1'-i• 171-8" - 11'•.0' Tr-5• t0•-11• tR-11' 7r-8' - I'-0• C r 12'-0• - 72'-5' IO'-+t• W-111 12'-8' - CASE tr-0' 101-41" ta'-7" f2'-6• _ INTERIOR ASE50.0 12'-0• _ Ir-0' t6'-4' ,0•-Y t2'-6' - 60.0 rY-0' - - fr-0' MULLION 3S0 12•--0"0" 11'E 9'-SO' f0'-3• 12'-6' - I B' S'-10' 10'-3' V-6'-6' - 11'-0' W-0 tr 118'•-4' V-5• B•-t f' tr- II.-0' GM 1 2" - 71'-0' 60.8 t'-0` - 11'-S' �I-4' 9'-tt• IV-B• - lt'-0' -•- 12' - it'-3' 9'-4• 4'-11' lr-6' - +'-0' 30A B'-0' - 12'-6' 12!-6' 121-6• 121-6' - 11'-0' •••,.�••,•�••�••�• •• 30.0 -0' - 9'-0" 9'-0' 9'-0' 9'-0' - 9'-0' 330 B•-0' - 12'-6' IV--e 12'-6' TY-8' - 71'-o' -5'`S 330 8'-0• - 9'-0' 9'-O' 9'-0' 9'-0" 404, 6'-0' - IV-6" 12•-6• 12•-6' Ir-6• - „-o' MULLION SPACING:"S,. 460 e'-0• - 9'-0' 9'-0' 9'-0' 9'-0• 9 0- 010 $'-0• - 12'-B' 17-16' 12'-6' 12'-6' - 11'-0' 430 8'-0' - 9'-0' V-0' 9•-0• 9'-0" 50.0 B'-0' 12"-6' 171-8" 12'-1' 12'-6' 50.0 6'-0' - 9'-O• 9'-0' B'-D' 9'-0' - 9'-O' 630 8'-0' - 9'-0` 9'-0' 9'-0' 9'-0'• - 9•-0' 63a B'-0• - t2-6' +2'-B' n' B t2'-8' - 11-0' MAXIMUM MULLION SPACING SHALL BE SUCH - 604 8'-0)� - 12'-2' tY-2' tl'-4' 12'-2' - 11•_0• Q. 00.0 8-0' 9'-O' 9'-0' 9'-0' 9'-0' 9'-0' 80.8 B'-0' IV-0' 12'-0' f r-r 12'-0 - 1 r-o' THAT MAK ALLOWABLE SLAT SPAN FOR THAT mo e'-0' - a'-0' s'0' 9'0' 9'-0' - c'-0• 304 6'-0' 9'-0' 9'-0' 91-W V-0• 9'-0' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 V'ow - s'-0' s'-0' 9'-D' s'-D• - g'-0- 330 B'-0• - 9'-0• 9•-6• V-0• 9•-0• _ 9'-0• 730 8'-O' - 9'-O' 9'-0• 91-W 9'-o' _ 9•-0• 4D.0 e'-o' 9'-0• 9'-0' 9'-O' 9'-0' 9'-0' t MULLION ORIENTATION IS AS SEEN FROM THE � $1-0• - 9'-O• 9•-o- s•-D' s'-0• - 45D $'-6' - 9-0' 9'-0' s'-0' s'-o' - s'-o OUTSIDE(EXTERIOR)OFRR(1pH�T� e3D B'-0' - 9'-0' 9'-0' 9'-D' 9'-0' - 9'-o- 50.0 8'-0' - 9'-o• 9'-0' 9•-0• 9'-0' - 9•-0' 1 /�11..►►C 90.0 8'-0' - 9'-O' 9'-0' V-0• 9'-0' B'-0• \ V'F`•!F� •' 1000 8'-O' - g'-O' 9'-0• g'-0• ptp• _ 9•-p. 606 8•-0' - 9'-0" 9'-0' 9'-0' 9'-0• - e' \• .'' CA9CQ 630 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' `�\ its\'• e� 7o.0 8'-0' 9'-0' �9'-01 9'-0' 9'-D' 9'-D' S' ` FLORIDA BUILDING CODE(Non High Velocity HurricaneZO-) 736 B• - 8'-0' 9'-0' 9'-0' 9' - 91-0' � � s� � C2D,7,UECO INC. Nautilus D�"' 604 8'-0• - fl'-0" 9'-0' e'-9'• 9'-0' - 9'-O' �Jnj_ _c L• ,n es4 B'-D' - a'-0' $'-s•• e•-r• s•-o• - s•-o• o•110.6 a-o• - fl•-0• B•-z•• 7•-fl'• 9•-0• UTE 954 tr-o' - 9-0' r-8•• r-4'• B•-0• - 9'-0- - •( MLR TE37n1G Q ENCn1ECRING COYPANr EXPERT SHUTTER SERVICES INC. 1604 B•-0' - 9 o r-3•• r-0•• 9'-0 - a-o =s/ON"@ t4 t�µ�.Xe 2 S w]C,Y�v+c o4 R x1166 1526 SM.11101ORE STRM ..:1x117 _110.,..:tra�T,_,W, 17-244 NOTE:USE B-0'IFANCHOR CONSISTS OF HILTI,INC Hl15+1 SCREW OR POWER FASTENERS, i11111 7-,na6:IdteenpuoLCam A4T£11PI ST. iE.rAR f34984 n)t,-taaOAA�9,G Ns WEDGE-BOLTANCHOR•SEE SCHEDULES 1&20M SHEET t0A ,..• EB-6006719 ER A WALTYUR P.E. P.E.SEAL/SIGNATURE/DATE FIDWOA It<1 a4167 n s,10Er n oras SCHEDULE1c SCHEOULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-0"MAX,MULLION SPACING SPACING(ft)' (FT)r MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN" DES= wXaMULLM PREMM M Q4"r6kt/4"MULLION Gt 4k8kt/4"MUWON G2 4V-XIWTHICK(3;5'FLANGE)MULLION ©4'k6'xl/4 MULLION Gt W'xWX1/4-MULLION 314 PRESSURE UUUJON kf4'ICK RATM 6FAC610 RUM SPACM (P+F•) 00 1 ORIENTATION if f#TJ ORIENTATION 2( ORIENTATION t nEKTATTON 42( ) CRIMATION FI #Ot CFUENW,O'J fl(Q �'I') (ft){ OR #I #:tI ORIEDf7AtI0N 2(0) ORIEMATIO!1 1 ORIENTASION 92(0)t ORENTATION 12 END INTERIOR END 1!4TEPJOR END LYfERIOR EIO INTE.RtOR END END 3JIERIOR ENO INSER4R RID INTMCR ENO INTERIOR ENO INTERIOR END INTERIOR 30.0 T-O- 12'-6" 1T-6' 12'-6• 12'-6' 12'-6- 17-6' 12'-6' 12'-5' t2'-6' IT-8` 12'-6' 7'-0' 12'-6" 12'-e- IV-6- 12'-6' 12'-6' f7-6' 17-6- 12'-6' 12'-6- t7-6' 35.0 T-C' 12'-6' W-6' 12'-6' 12'-6• 12'-6' f7-6" 12'-6' ST-6' t7-6' 12'-6" ST-6' T-0' 1T-8' 12'-6' I2'-6' 12'-6' 12'-6' 1T-6' 57-8' t7-6' 17-8' 12'-6- 4010 7'-0' 12'-6' 12'-6' 17-6- 12'-6' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 7'-0' 12'-6' 12'-6' 12'-6' 12'-6" 1Y-8' 12'-6' 12'-6' 97-6' 17-6' t7-6" 46.0 7'-O' 12'-8' 17-0' t2'-6' 17-6' t2'-6' 12'-6' 12'-6' ST-6' 17-8' 1T-6' 12'-6' 7'-0' 97-6' IV-o' t7-6' 17-6' /7-8' 17-6' t2'-6' 17-6' 12'-6' 12'-6' 60.0 7'-0' 12'-6' 91'-7' 12'-6' 12'-6' t2'-6' 12'-8' 12'-6' t2'-6' S7-6' 12'-6' S7-6' T-0' 7 11'-7' 1T-6' 12'-6' f2'-6' IV-6" 12•-6' /7-6" 12'-6' 12'-6' 66.0 7'-0' 72'-6' 11'-Y t2'-6' 17-6' 12'-6' 12'-3' 12'-6" ST-6' 12'-6' f7-6' t2'-6' 7'-0' 1T-6' 1V-Y I2'-6' S2'-8' 12'-6' 12'-31 52'-8" t2'-6' f2'-8' 12'-6' 60.0 7'-0` 12'-6' SO'-t9' 17-6' ST-6' 12'-6' 11'-11' 17-6" 17-8• 12'-6" 12'-6' IV-6, 60.0 72-O' 12'-6' 10'-11• 12'-6' 12•-6' 12'-8' if'-11' SY-6' 17-6' 12'-6' 12'-8' 6510 7'-0" 17-6' t0'-6' 17-1" IV-6' 12'-B' 1V-7" 12•-6' t2'-6` 12'-6' t2.'-6' S2'-6' 65.0 7'-0' 12'-B• 10'-8' 12'-9' IV-61 12'-6' 11'-7- 12'-6' 17-8' 12'-6' S2'-6' - - 70.0 7'-0' S<-6" t0'-5' 11'-6' 12'-6' IT-6' W-3' IV-6, ST-6- 1T-6' f7-6' 12•-6' 7'-0' 17-6" 10'-5' 1I'-6• 17-6' 17-6' 11'-3' tY-6' 12'-6' 1T-6' 12'-6' 76.0 7'-0' IV-1, t0'-Y 10'-ti' t7-6' 17-6' 11'-0' III-III 17-6' -SY-6' f7-6' 17-6" V-0' 12'-1' 10'-2- to'-1Y 57-6' S7-6- IV-0' IP-11' 12'-6' t2'-6' /2'-6' 60.0 7'-0' 11'-6' 9•-S1' 10'-6' 17-4• 12'-6' 70'-IO' 1S'-5- 17-8' 12'-6' IV-11• 9Y-6- w. 7'-0' 11'-6' 9'-11' tor-6' 12'-4' 12'-6' 10`-10' if'-5' 17-6` 11'-11' 12'-8- 65.0 T-O- f1'-0' 9•-9' 10'-2' 17-1' 12'-6' 10'-7" W-O` 12'-6' 12'-6' 11'-4' 12'-6' Q_ 7'-0" 11'-0" 9'-9' f0'-2" 12'-1' 12'-6' 10'-7' 1t'-0' 17-6' II'-4' f7-6' 90.0 7'-0" 90'-7' 9'-7- 9'-10' 11'-10' 17-5" 10'-5' t0'-6' t2'-6' 17-2' IO,-10' 97-6' 7'-0' 10'-7' 9'-7• 9'-10- 11'-10' /2'-5- 10'-5' t0'-8- 17-6' 10'-10' 12'-6' 9510 7'-0' 10'-2' 9'-5' 9'-8- 11'-7' 11'-11- 10'-2" t0'-4- 1T-fi' 11'-9" 10'-5' 12'-8" 7'-O' 10'-2' 9'-5- 9'-6' 11'-7- S1'-11' 10'-Y I0'-4' 12.'-6- f0'-5' 17-6' 100.0 T-0' 9'-t0' 9'-3' 9'-3' 11'-5• 11'-6- 10'-0• 1D'-S" 12•-6- 11'-5' 1o'-1' 12'-6' ,0 7'-0' 9'-10' 9'-3' 9'-3' 11'-5' S1'-6- 10'-0' 10'-I' 12'-8" /0'-1- 12'-6' 105.0 T-0" 9.-6' 9'-1' 9'-1• I1'-3- 11'-2' 9'-10" 9'-SO• fY-6• 11'-1' 9'-6' W-61 0 T-0' 9'-6' 9'-i' 9'-1' et'-Y II'-2' B'-10• 9'-f0' 17-6' 9•-0' 12'-6' 110.0 7-0' 9-3• 8'-i9' 8'-10' 11'-t' 10'-90- 9--9• 9'-7' 17-6' t0'-9' 9'-Y 12'-6' fi 7'-0' 9'-3' 8'-11' 6'-f0" It'-1' 10'-10' 9'-9- 9'-7' if-6' 91-5' 12'-6' 115.0 T-0' 9'-0' S'-10' 6'-7' 10'-it' 10'-7" 9'-7- 9'-5' I2'-8' 10'-51 9 12'-6" 7'-0' 9'-0' B'-10' 8'-7' SO'-11' 10'-7' 9'-7' 9'-5- IV-6, 9'-1' IV-6" 120.0 7'-0' B'-9' 8'-8' 8'-5' t0'-9' 10'-3- 9'-5' 9'-3' 12'-6' 10'-Y 9•-SO' 12'-6' t20A 7'-0' 8'-9' 6'-6' 8'-5- 10'-9' 1D'-3' B'-5' 9'-Y i2'-6- 9'-10' t2'-6' 125.0 71-0' B'-6' 8•-7- 8'-2- 10'-7' 10'-O" 9'-4• 9'-i' 17-6• 9'-11' 1'-7- t2'-6' 7'-0" 8'-6' 8'-7" 8'-2• 10'-7' 10'-0' 9'-4' 9'-1' 17-6' B'-T tY-6' 130.0 7'-0' B'-4' 8'-5' 8'-0' 10'-6- 9'-B' 9'-2' 8'-11- t2'-6- 9'-9- B'-5' 12'-6 _110,0 7'-0- B'-4' B'-5' K ' ' ifil ' ' ' ' 9'-2' 8'-II' If-6' 8'-S' 12'-6' 116.0 7'-0' 6'-2' 8'-4' 7'-9' f0'-4' 9'-7' 9'-9' 8'-9- T2'-6" 9•-6- 8'-2' t2'-6' 7'-D' 8'-2' 8'-4" 9'-1' B'-9' IT-6' 8'-2' 12'-6' I40A 7'-0` 8'-O' 8'-3' 7'-7' t0'-1' 9'-4" 9'-C' 8-Y W-6' 9•-4' 8'-0" i2'-6' 1 A 7'-0" B'-O' 8'-Y 9'-0' 8•-T 12'-8' 8-0' 17-6' 146107'-16' 8'-2' 7'-5" 9'-9' 9'-2' B'-16' 8'-6' tY-fi' 9'-2" 7'-t0' t2-8' I A 7'-0' 7'-SO• 8'-2' ' 8'-10' 6'-6' 12'-6' 7'-10' 12'-6' 160.07'-0' 7'-B' 8'-S- 7'-4` 9'-5' 9'-0' 8'-9' 8'-4' I2•-6' 8'-11' 7'-8' 12'-8' 1 A T-0' 7-8' B'-t• ' t2'-6' T-8' 12'-6' 155-0Y-0' 7'-6' 8'-0' 7'-2' 9'-2" 8'-10' 8'-8' 8'-Y 12'-S' 8'-9- T-6' 12'-6' 155-0 7'-0" 7'-6' 8'-0` ' B'-B' 8'-3' 12'-5' 7'-6' 12'-8' 16010 T-0' T-4' 7'-11' 7'-O' 8'-10' 8'-8' 8'-7- 8'-1- 17-2- 6'-8' 7'-5' 12'-6' 160.0 T-0' T-4' T-11- MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION �c �v {NTERIOR I— —MULLION .tt`�` .• I •. '• FLORIDA BUILDING CODE(Non High Velocity Hurrieone Zone) 026171LFt0 PIC Nautilus °P L.C. MULLION SPACING:"S" �( RoUingS6D(lBrSystem OB/24/I7 IL ECO1N,. DATE Ltl�q J TILIIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ) .•••jA1•'4 FF EB-sin Iv y,u 1626 S.W.81.TUORE STREET 17-244 /O NAl E 6\1 11 PORT ST.Ll C� FL 34984 11 a-m 0a<'67.9T.OI.L-(!CO 7I7-S6'.6.rue pn1 eTI-ono eRANINC N4 WALTER ATSL11:r.P.E. ��>• na mdad. nx P.[. SEAL/_iIOA E/DATE FLORIDA LT aa157 p. 5N(LT 26 Of 26