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HomeMy WebLinkAboutProduct Approval (2) 1/11/2021 Florida Building Code Online y alif.— BCIS Home I Login i user Registration Hot Topics I Submit Surcharge Stats&Facts Publications I Contact Us i BCIS Site Map Links I. }Search Florida _ d r Product Approval USER:Public User � rctdsv� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-R5 Application Type Revision /I ,i y i 0 v Code Version 2020 Application Status Approved REViE ED FOR Comments Archived CODE COMPLOANC r� STAUCRE Ca DUti Product Manufacturer Expert Shutter Services,Inc. ®�� Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie,FL 34984 (772)871-1915 Ext106 callexpert@aol.com (// glffi4Authorized Signature Michael HeissenberI callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St 011e C®py Port St Lucie, FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R5 COI COI Dlwa 20-064.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BtNZzOf677MdSQtEsdxoragP/o3dp/p3d 1/2 1/11/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Extruded aluminum Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R5 II Expert Shutter PED Drwg 20-064.pd� Approved for use outside HVHZ:Yes Verified By: Walter A.Tillit Jr., P.E.PE 44167 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +160/-160 Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic FL12246 R5 AE Expert Shutter PER Drwg 20-064.Ddf protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span Created by Independent Third Party:Yes (wall mounted)and+160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip.See sheets 15, 16 and 20 for additional pressures and spans. Back Mont Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: R31` WIRF-71rM MR Credit Card Safe www.floridabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BtNZzOf677MdSQtEsdxorag%3d%3d 2/2 GENERAL NOTES: 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROWING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT&( E.D.) HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(Rh EDITION)OF THE FLORIDA BUILDING CODE 3/8'Oxt 1/4"CALK-INS MANUFACTURED BY DEWALT,INC. NAUTILUS ROWING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4'Ox3/4'SOUD-SET MANUFACTURED BY ALL POINT,INC. /BROWARD COUNTIES). -3/8.0 KYEK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMRIED AS PER SECTION 1608 OF THE ABOVE MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY ITV/BUILDIX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020 FBC EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT . IN ORDER-TONERIFY_THE.ASOVE CONDITION•..ULTIMATE DESIGN WIND.LOADS DETERMINED_PER,ASCE 7-16 _ GROUT FILLED OR SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 1ODX EDGE DISTANCE O 160% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 1B&20 THRU 26. 3/8'Oxl 1/4"CALK-IN 3 3/4- 4 1/2- 1 1/4-(3000 psi) NOT ALLOWED 2( 2. IN ORDER TO VITRIFY THAT CONI'ONEHIS AND ANCHORS ON THIS RED.AS RESTED WERE NOT OVER STRESSED,D. 1/4'0x3/4'SOLID-SET 3' 3' 7/8'(30D0 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NLTL USED IN THEIR ANALYSIS. FASTENERS 3/8-0 KWIK BOLT TZ 9' 4' 2 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.O.S.2018. 5/76'0 TAPCON XI. 3 3/4' 3 1/8' 2 2 I/4' 899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEMS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10. HORS REQUIRED OR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ANCHORS il, 11A, 12, 1 13 13A FLORIDA. REPORT 4 1030.01-08 AS PER ASTM E 1996,E 1886 AND E 33D STANDARDS QUALIFYING INSTALLATIONS FOR WIND ZONES 1,2.3& 4.MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT 1Z EXPANSION ANCHOR MANUFACTURED ETY MAT, INC. INSTALLATIONS.AS DEFINED BY SECTIONS 6.2.1.1.6.2.1.2 AND 8.3 OF ASIM E 1996 SEE SHEETS 19&20 -HIS-H LT TZ ANCHOR MANUFACTURED FA MLR,INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT END RETENTION SCREW(b)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 1c1 EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 ksl TENSILE STRENGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT®100X 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDER&SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CODE SECTION 241L3.3.4. ANCHOR SPACING O 100X EDGE DISTANCE O tO09. CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 27' 9' 4 3/4'(3000 psi) NOT ALLOWED 5.BOLTS TO BE ASTM A-307.GALVANIZED OR AISI 3D4 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/27 7 1/2- 3 1/4-(3G00 PSI) NOT ALLOWED YIELD STRENGTH. 3/80 KWIK BOLT TZ 6" 4 3/8' 2'(3000 Psi) NOT ALLOWED 3/8 0 HUS-H SCREW 4' S 2-(30DO PSI) NOT ALLOWED 6.NAUTILUS ROWING SHUTTER SYSTEM BEARS U.S.PATENTS 06,095,225 AND 07,409,980. 3/80 WEDGE-BOLT 4 1/2- 4 1/2' 2 1/2-(3000 PSI) NOT ALLOWED NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS. 1/2-0 /8 p-NUS-P WO OR�BOLT 7 1/2• 7 1/2- 2 1/2-(300D P3000 SI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN.3000 pal COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEA./CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY TIW BUILDDL, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8-0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY TINT.INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A7) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE' INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4-FOR 5/16.0 TAPCON XL ANCHORS.&2 1/2'FOR 3/8.0 KWIK BOLT 3 ANCHORS. ND EMBEDMENT INTO STUCCO SWELL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. a THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A.2) MINIMUM EDGE DISTANCE(ED.) INTO POURED CONCRETE SHALL BE 14.LIFTING MECHANISM NOT PARE OF THIS APPROVAL 4'FOR 5/1fi 0 TAPCON XL ANCHORS&5-FOR 3/8-0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINES MATERIAL 15. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,I.e.WHERE THE SITE A.3)IN CASE THAT PRECAST STCNE.PRECAST CONCRETEOR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.ED. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL•ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY I1W HUILDDL.INC. (c)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ELI) MINIMUM EMBEDMENT OF 5/18.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL N 2 1/4'. RECORD (EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PARE OF THE REQUIRED EMBEDMENT' A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO'THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2)MINIMUM EDGE DISTANCE(ED.)OF 5/160 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e)RECORD THAT PREPARED��m RE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF B.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON 16.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WTTH SECTION 1709.9.3 OF THE EXISTING WALL OR FLOOR,ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS. FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORMA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FlR-SOUTH(G-0.36).DOUGLAS-FIR-SOUTH (G-0.46) OR 7MS VMWlW S164LL ONLY BE USED TT) SOUTHERN PINE#2 W/G-0.55 MIN. `\`\\\I\\11111AILrlg41,,, CIDEW pig IN NE yrATIE OF ILMM I FLORIDA BUILDING CODE(Non High Velocily Hurricane Zone) N -5/18'0 TAPCON XL ANCHORS,AS MANUFACTURED B IX � Y ITN BUILD EX, INC. �``�P•''�. ENS•.��� 02020111.7000 INC. Nau ALP. tilus DIAWHBT. CA)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSICAL � F•';�� - THREADED PENETRATION. a RO➢/rtgShufferSya(mn 06/e/2020 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. x .�• NO.441,v, DATE C.2 MINIMUM EDGE DISTANCE ED. OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 1 4'EDGE DISTANCE Is = Tour TISZING a ENGINMING COMPANY EXPERT SHUTTER SERVICES INC. t( ) / .p: ars xs sc.a a m uv m n.W." 668 S.W.WHITMORE DRIVE 2D-D64 BEYOND ANY FINISH MATEfHIAI. %�'; ST OF F P!a,O�An-+sn.ro,tm m+,-,rT, PORT ST.WME,rL 34se4 O J o-m 7 11 aeo@ecLcem OxArrRlo N. C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON A`'•. ( rA-oGOs/te rxa+t:(ew7 Tu-sws.rAc cm)erI-RrsG THE EXISTING WALL OR FLOOR,ANCHORS SOW.BE LONG ENOUGH TO REACH THE WON STRUCTURE BEHIND F RID ` WADER A r.Olf Jr.P.E aR. �� ux SUCH PANELS. ii4tss�•• •. - �\\ /SIGNATURE/DATE FLORIDA ua Q 4NeT au,..+r u.rm sxrn t OF 20 0 r///11/111111111\1 #7 #8i � #9 #10 I 4•`,� ° P.>'' � o. x I � p1[II11AIlillllil)?1� 111UIIUU,a_ C.W; U)1oU UREAD#6 '' #4 #5 om 33 0E5 =A r- sm MR)#1 37e t saser tiaEss�tolazv`SB t t DETAIL• t I I (•_ 1 I I{ i {I! I I ' a]�� Ho W o ITRUSSIMT40summumacwtImIl, M2M67M.EXHEADA97WAZ41BIT;;, 4( _ S! Ii ` �Risot'- `Ra.fao• {4nmg IPz-as Iya•.sa•-' Pz.cal'- b p ^q . T OPTION#1r!.IDNDI.rEHki OPTION I Pl_N' �R,ASV Rl.®ff Rldee• 11 9 m �'ry _.. _. 44 .050. SCREYIISPECS: n n 0+8 n w- 3 n DEED: �} N(HTSTASYiLSSb7T73 SCREW a } +� ff I of JJ 'a 1 (TY?.) L- RR n 9- CL'NFD VdOIACSAVER ' DETATI_c °+zr o�� a 8Aro'_c COATINCIMFsd HROMZDFRM �+ J f { - �. ? I- _ ^(. a IRo7a• n. 7� BYSUNB¢ x4 TCOATILLC C I L _ II 1II 111 77 Fy 191.4 k511YTDMaZM. aea' a.sot•L -t.ez3•L ..-: L._ - f -L. f� `1-D?.8 °� ° t g Ffu=19'o.81st0esEsllL�xODO 0. -�.WA• �.OZB• iiY-+ 0 F 16v •T�'' -.Ts1•- L.,ar._ ;.-• .J/� ') ,p �1 STARTER SLAT La'"' i azz SLATS ����• 7RAtU6latueaatlrn EOE}TBALUbllNUM ALLOY e Fy.31bpI(mirt) - DeTAlLB S.:AEfr!=,• ©063• ALtAA1NtP.lALLOY u SCALEVr-l• SC4F-12'.r .oaf• ACETAL BUSHING'4 n ^..__.._-.iSC lap•' _ S.aro•-_-._�— m tb�Illll--um•-� .825'--, -t.ttr---`a __.gasp-., r.��-.r.-__ayy-_.�.. i I•r-"-•...___._ � NSE MOf+f10NSDiPM1T!) r 1f4�.+zS=�{�--,gym• ,'_�. + TENSILEMOOMMMM vl aw7K IBZxOSOININDTCH®4 IMLESRESSDRA TAY:7IF:bE.S.Ei t.173m L1 -OUTTUBE FLEMZ n'mm =JO BUILD 6083-M W&NMALLOY swevr=r ©RETAINING Malt SCRE61f+BUSHING E1 BUILD-OUT TUBE i pieta=r * EO BUILD-OUT TUBE OD SIDE RAIL 7 Ap �LGy 6063-7S/LL1)emiUMALLOY 125• SIIeaTP ALUM2AIM ALLOY SCALE Vr-r G^..c.V1'=t• y E,md SG13E tar-r *MUSE BE RMWED BE SHUM i -coca` -- MANLIFACD1RER TO ALLOW FOR A 60trDt1761 � --aopo•— D.OSO•CLEARANCE BEIY'EEN SCRERf TOD AND _ t CAVITY WALL AT NON HURRICANE POSITIONS. E3 BUILD-OUTTUBE 1 7SCALE g'-r OY _ •2e0' ^ f I gyp• _ H 114•00VIIWIBUILDEXTEKSCREW I CAABONSTEEL 8 SCALE,¢'or (T%) i OI 5116'D ITWBUILDEX TAPCON XL ANCHOR 1 i CAPBCNSTEEL Erf.E:t¢=r 1 L STORM BAR f ¢l�I f I nr JO3I8'DHILTI,INC.KIMKBOLT3ANCHOR m67•TOALUI• :7A10Y © 4x7MULLION SCAMVret- O TRAPPED ANGLE © 4x6MUWON G7 4x8MULLION 6 I-MALUMINWAXILOY s-.Ae rrzr soot-TRAWffiNMPlLrn W61.76ALUATNUMALLOY SCALE:3Ar=r FLORIDA BUILDING CODE Non Bi h Velocit Surcicano Zone SOOilOALWDNIRAN.Irn SCALE:'A'•r SCALE:3G'er �. 9 Y - srALE is=r ` �111JIifupl' c zoza nuEco Nc Na ufil us DRAB Br: `v_�% C p �ouiagshuetars �},/ yB!(�'771 08/DA1L �)n, �'L`' (,�`' ` Na.4Q 16 TNLLIT TESTING @ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 2D—Dsa ®I Y, ®1 1 Y�� ws Ns.ww u.sn aw..aisA uaaas R sn:s NOR UCIE.FL ORIVE .: N+an,(p95)mf-n1a. PORT S.W..W WHIE.R 349114 139M !/ �� °- M NaoccOool.wm DRAWING N.•1<c PROtO:+(mo)us-= .Fa:f i Dn ml STATE OF ca cogU77e �� aA -,,. �m d< YtALTfR A TILLIt Jf.67 �'• MMMA LIC. 04167 + aD n-xw n SHEET 2 cP 20 Off,• /� P SFAL/SIGNATURE/DATE B P o "*S/OIVNL�N�```"" ��,Rnnun)nu�n i i i 13 f 14 22 14 ' A* 14 r�I 21 12 • � ///^J1 23///^J, O 16 ,s 1 SIDE(END CAP t6 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK <D '� 4 SPRING BRACKET s ® 5 SPRINGASSEMBLY 1 -4-f• ° 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) •r �� 8 SIDE RAIL(COVER SECTION) �r- i 1U7�• `� ° ® 9 ALUMINUM STARTER SLAT 4, / 10 ALUMINUM SLATS 1-10 s 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS R 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ® 19 OCTAGONAL AXLE FASTENERS I� 20 60MVI OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE ® 22 GEAR-PLASTIC OR ZAMAC CASING coo, -_ 23 UNIVERSAL WITH DRIVE SHAFT ® 24 60MM OCTAGONAL IDLER END 001, 25 IDLER BRACKET WITH BEARING ® BOX & END CAP ASSEMBLY COMPONENTS 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) .:.... / 4 �" ozo2o nLTECOING Nautilus �.�: ,1 aye; • GENS �. nolungshmverspfem Oe/e/2o2o 11. E C 0,100. DATE No.4416 _ TIWT TESTING&ENGINEERING CON PanY EXPERT SHUTTER SERVICES INC. m!Nt]R.S.SLL 3O0. OM- n afm eee S.W.wNRNGnE DervE 20-064 PORT SE.LUCIE,FL 34254 "O STATE 0 :•Qfi °-"' �.ean I'HONL•(M).7 4MM6.FAX cm--cm O2AwNG N. \~- •• 43 i��,c' •.` \ wNTFR A.nLLT Jr.P.E. "(LORD SEAL/SIGNATURE/GATE FLORIDAu°./44,6T ar.s msr ar. mm® sxElr 3 1-2e p �����T�nm ofAival`'����• BOX �pY/6 do Y/7 BOX V/9 _nV REAR ®V/9 @0 REAR Y/6 &Y/7 (T P.) i (TYPa ( 1 TEND CAP END CAP TEND CAP —END CAP - stirs l ' SLATS SLATS I -fz SLATS SLATS _..___._..___.. .____.-- . 4 }3SLATS t1 "14 SLATS SLATS z 5 ""S ATS _ 5 -SLATS 078_ 0' 8 SLATS 0/B o Orb stS O�8 / O�/8 2 0/8 0T/8 - sIT.ATS - — SLATS o g n SLATS _I I J f j SLATS D I �_ f (TYA•p. Ea- END) Ea. END) ITS SLATS SLATS _-_I p 1 A lei' 810 (TYP) I (TYP•) i SLATS I 11 11 SLATS i//,. %//ii i'�/fi;Gi i�iii%'.�i %ii/ia.%;`!•%%>;•`. fi1i°/1.;. / STORM BAR SPACING B �Y/6 dt Y/7 (SEE SHEET zz`� 1 ~—� V 9 V 9•' �/ �/ ®Y/6 &Y/7 M-SLAT SPAN I ! l•�� —(SEE SCHEDULES ON SHEETS 15 k Nat SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W LO STORM BARS *. '►# (SEE SCHEDULES ON SHEET IS) NOTE: SEE SHEETS z & 3 FOR COMPONENTS NOMENCLATURE.N.T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTAL r♦T(ON LIVEN ♦ ct•ILn'ER HEIGHT,HEIGHT, N.T.S. * rASE 1•: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM OARS OR W/STORM BAITS&MULLIONS W/HEIGHTS UP TO (o)CURTAIN SHALL START W/#3 SLATS AT TOP,FOLLOWED BY 82,#3......_THEREAFTER,ALL THE WAY_DOWN. EACH SLAT S SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW St SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OVANW OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOMAY YAW WITH SHUTTER'S HEIGHT. (b)BOTTOM STATQB MUST BE ALWAYS INSTALLED, "- SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/OR W/o MULLIONS W/HEIGHTS LARGER THAN I'-0'. uyill((ll lyfyT FLORIDA BUILDING CODE(Non S,gh Velocity Hurricane Zone) (0)CURTAIN SHALL START W/S7 SLATS AT TOP.FOLLOWED BY 62,83,.-..THEREAFTER,ALL .� V l���•1•tt•C•� •, 02020 n1ECO INC. A� DRAWN Lrr: THE WAY DOWN.EACH SLAT 1 SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT `" .'•JCENSF• Nautilus lus NUMSER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW¢1 SLAT SWELL BE � ltollufg$6OUBlSJ7(Qm Oi/a/2o=0 CONTINUED UNTIL 110 SLAT IS INSTALLED,AFTER 110 SLAT IS INSTALLED,ADDMDNAL SILO _ SUITS MUST BE USED TO COMPEETE THE TOTAL SHUTTER HEIGHT, _ NO,4416 : RL. E C 0 INC. - MATE TILLIF TM 1Hc a ExatxFTOuxO colmAxr. EXPERT SHUTTER SERVICES INC. (b)BOTTOM SLAT @ MUST BE ALWAYS INSTALLED. *; * 12t� eu4 ear.aw,.a 0a]CL wt+u eaeneL n agile LHie S.W.WxrtMOI✓£DE{YE / DFrI_111' PORT .W W 20-064 -a: STATE OF �� a mar.a'tt4eoe®r mn 12C ft 34954 FCDRI� nIDIa«ar n case.rAx Lm)tr1-010 OAAV ND Ho ��'• AVa r.L DDDeTts O'• P,. WLm A 1AL1r•a P.E w..e,. mam e.rt ae. '�.��'�C•.,, .• G\�` SEAL/SIGNATURE/DATE nDMDA ua P HI6/ , np n-yr - SHEET 4 Dr 2a e ''�Ah14flILILp�H11TAA` Max.MULLION EPA=SHEETS 24, W-2/11 OR '�Of© Of 1---- HERE SCHEDULE --{ r@ © Of ®-1 �W-3/12 OR W-4/13 r " 1 ON SH5 24,75&26) 1 _ �W-1/1 O OR W-2/11 OR NmL SroRM BAN SPACDIG 1 Max.MULLION SPACING ® REAR ©Of© Of -W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SHLFT 22) f(s1 E SCMU E V/9 �O(TYP•) r -f ax sxEETs 24,25&26) '� 1•//�/i:Yr'U 'Y'%//.•!!/ /.^%'//,!i;i :././,'/'i�//"//,l�//i,/"�:�/////.:%/!'%//i,%/'/./.:•'.�//./.9/,'/.•�^-BOX -.... -- IT END CAP- f ,I 1 T ; END CAP- S / I I I I I --= L I I I I I -•-SLATS I I I I I 1A75 ` I I I I I SLA75 I I I I I #2 j 1 I I 1 1 62 I I I I I -i-SLATS I I I I I SLATS ! ! II II i 1 11 II I I I 11 #3 ,^ I .. I I 11 03 SLATS i 8 �/ i i p gCP B i i SLATS I I I 1 1 84 Q4 O 1 II II N I I I 1 1 SLATS N N a7d' N i I I 1 1 SLATS z� rn I I I 11 to N I I I 1• �5 O N = I 1 1 I I --�� #5 Z ED I I I I SLATS N m m I I I I SLATS El s p)En c=o O In 0�8 i Q/g �rz mz s 1, 0S(7B7 w SLLggAA 7T5SLATS R S (Typ.) R 8(iyp.) R S I IWa! - or or /S I, R w a I R II R'/8,. SLATS o/ OWI /8 E i Do or I I I I I I 1; (TYP• Ea. END) R'/g I I I - (Typ. Ea. END) '� 1 1 I I Qg I _'R R/g11sLATs 1R/g_ 1 1 R/g' 1 1 SLATS i or' ii i or ii or R1 fj'/g I I II 11 R'/g L 1 -R'/gBla l I I #10 1 1 1 I I L I I I 1 SLATS I.---- '/i%. //.i% %/. :': '/i///��'%/:'.' %!i J %••Y.%ii ii/•:'..Fti! /ii/ii/•^ it//i�.'!f%J.'.. ^ W-1/10OR W-2/11OR1 n MAX.STORM BAR SPACINr� �(SEE SHEET 22) ICU-1/100R W-2/110Rj `© l` I `J IW-3/12 OR W-4/13 (TYP•)I IW-3/12 OR W-4/13 V/9 MO.)Max. SLAT PANMax. SLAT SPAN Max.SLAT SPAN I- Max. SLAT SPAN -� Max. SLAT SPAN _Max. SUIT SPAN (SEE SCHEDULES ON (SEE SCHEDULESr ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULE— S 0 (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION , *g TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION do W10 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. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT. N.T.E. C CASE I,: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O'.APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0•. (o)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY#2,f3......THEREAFTER ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.'QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(J MAY VARY WITH SHUTTER'S HEIGHT. Ii ILL.�5,(b)BOTTOM FLAT BO MUST BE ALWAYS INSTALLED. ( FLORIDA BUILDING CODE Non HIBh Velocity Hurricane Zone) FLORIDA TI � .••••••••.- 0202D TILTETA a1C. DRAWN BY. �* CASE 2"SHUTTER HEIGHT LARGER THAN 11•-0'APPLICABLE TO INSTALLATION W/O`NORM BAR 14M.• �CENS •:/'Q Naudlus �• MULLIONS W/HEIGHTS LARGER THAN 11'-0-. �' F RGII(ag S6R((ezSgrtam 06/e/2020 (0)CURTAIN SHALL START W/�1 SLATS AT TOP,FOLLOWED BY 02,83,.....THEREAFTER ALL THtrWAY;• No.4416• c IL EC INC. DATE DOWN.EACH SLAT If SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE TIUIT TESTING At ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ADDING SLATS DOWNWARD BELOW 1 SLAT SHALL BE CONTINUE UNTIL 10 SLAT IS INSTALLEDr * T LEDs xe sG. i. 2W emu rAap1,n.n, a6a S.W,WHNMOAE DWYE @ # �/ Zr7?O ,d.,t>oueT,-,am. 20-064 #10 SLAT IS INSTALLED,ADDITIONAL.#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHU�L STATE OF •::Q7 / e-ma0:latxca6ad.cam PORT ST.LUCIE,FL 34984 DRAWING K. G-0006719 PNRB(070)Ta9-,Ws,FAA Tm tnt-OMa HEIGHT. '%90' FCDRIOP :K+ WATTR A.M o-.P.E. ��i�•"'. \ ROMA U./44167 ao e-w SHEET s of 2e (b)BOTTOM SLAT(E]MUEf BE ALWAYS INSTALLED. ij�Fs G'`�ar`E. SEAL/SIGNATURE/DATE _ a 7j77f71f 1111111111L1Y�� POURED —.-5/16.0 TAPCONS XL W/2 1/4-?fin. 1'xlxl/r OR 27x2"xl/8" 5/16'0 TAPCONS XL W/- CONCR EMBEDMENT& 1"O.Dx0.060'GALV. ALUMINUM TUBE -1/4'04/4'RW BUILOEX TER SCREWS 2 1/4'Min.EMBEDMENT REQ'0 STEEL WASHER O 24'o.o. i W 1"O.D.0.060"GALVANIZED STEEL % WASHER®24'c.c. & 1ASHER 060'GA.V % / '/ If / / / / // / - s/,6.0 TAPCDNs XL w/ / STEEL WASHER®24'o.c 1 1/ _1 /fi/.//// /.////�.// 2 1/4'Min.EMBEDMENT�� --L ®24•o.c. POURED CONCRETE •w\i � � ' % � POURED CONCRETE ORGRO FILLED I I f OR GROUT FILLED CONCRETE BLOCK-`�.� l � ° CONCRETE BLOCK WALL REQUIRED. ZI WALL REQUIRED. f "' EDGE OF f /. EDGE OFF OPENING / 1--0 -... l� OPENING EXISTING n % O �f I EXISTING G(B1AEY5O5 ND) u �' EXISTING GIASS__'ll (BEYOND) GLASS (BEYOND)o SHE ANCHOR / W SEE ANCHOR �... \\\�; � SCHEDULES ON�o I m SEE ANCHOR _ /. ...—� __ SCHEDULES 07 SHEETS 16, 17 t SCHCDULES ON i'O & 1B & 18 'p� o SHEETS 16, 17 ' �' z l _ ,��� 5So Min. SEPARATION % 4; ✓ W Min.SEPARATION , \J M9 I it �A TO GLASS !• '/ Min.SEPARATION ' ` TO GLASS i TO CLASS ; g (SEE SOiEDUIES, -- - E(IfIaOR m (SEE SGiEDULES, — ., E 010R f� (SEE b6hWU FS, - --- f/;-;,` EXrMR v ON SREET 15) ON SHEET 1571 ON SIEET 15) \ O / '• �I V � f _ �-• -OD ' E E1 l I —� - / ®OR --1 r 0/8 0/8 0/8 ° 0/8 0/8 it 0/8 POURED CONCRETE 1�.�' i j I POURED CONCRETE! i OR GROUT FILLED f ! OR GROUT FILLED--F'` CONCRETE BLOCK POURED CONCRETE - '.Tl CONCRETE BLOCK WALL REQUIRED „ / I OR GROUT FILLED I WALL REQUIRED. /., CONCRETE BLOCK f' WALL REQUIRED. /•' I� EDGE OF EDGE OF OPENING :, // ,l OPENING j MIN.ED / % .' / t /�: / r"• MIN.E.0 -1 1/2•x1 1/2-xO. °xCONT.ALUM. �� /��//�� � f��- - F 2 x4'nO.O62 xCONT. GLE W/5/16' TAPCONS XL W/ 1 ;/ 1 ALUM.ANGLE 5/18'0 TAPCONS XL W/ / "-� p 4'Min.E CDMENi®24-o.c. —POURED CONCRETE 5/16'0 TAPCONS XL W/-• / T 2 t/4'Mtn.ENBmMEM % (T'�3 ks.Min.)REQ'O. 2 ,/4"Min. EMBEDMENT ®24'a.c. ®24'o.c. f WALLMOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y—Y ��i oxommTEco NO. FLORIDA BUILDING CODE(No:Hlgh Velocity Humnez�ne) UAWN INSTALLATION DETAILS ON EXISTING POU���CENS�c i e R�9autilus sn�sEme m 00 p�° CONCRETE OR GROUT FILLED CELL CON C 2T—.44167 ; IL EC D N EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS - "`"�'�""`a�7C1N�A °°"P""Y *. •k — toss xc mn sa�,w�xa cxmoo,n.mw 668 S.W.WHITMORE OANE A�,n�� tma,.:*-mat.tat —odac len-tmt 2RAWM H SCALE: 3/I6"= /' •o STATE OF ` // `�� —m GM W6719Leom PORE ST.LUGE,FI.349D4 OIWWIxO H. rxottu(eool Yuwoet,tat:Oxs1 en-ayso O FCORIOQ. C�r wx1ERA.nwTJ,. �i,��F'••., �\ �.E. SEAL./SIGNATURE/DATE R..LTc}u16T mn w sxeEr a or ze e ''/YiTT,NIIIIIHtILH\\\` EXISTING WD00--, E)asnNG WOOD 5/16'O TAPIbNs XL W/ -S/i6'/TAPCONS XL W/ TRUSSES OR RAFTER/ TRU..SES°R RAPIER 2 1/2'eGn.PENETRATION 2 1/2-Ili..PENETRATON 1"41k1/8,OR r f L�sc//V w BULUD� 1'xt'xl/8'OR T/Ox7CREWS W BIRIDE)t EIOSYNQ WOOD &Ib.0.:0.060'GALV. _p[gT,NG WOOD / &1'O.D.0.050"CALV. 2 i2'.1/8• / 212'T11/e• [--TRUSSES OR RAFTER JI San WASHER O 24'os. TRUSSES OR RAPIER I STEEL WASHER O 2e ac AWYNUY NBE l ED STEEL WASHER 0 2OALW4'�o�a ALUADNUY TUBE 1 STEEL W'0.VIER O 4�os. T�. ?% 5/16.0 TAPCONS XL jam _. _ �'' 5/18•0 TAPCONS XL- _ / 1 w/2PET+/eAnoN?� •/ � '*i- `lam w/z 1/z'1ON .�•%'�J _ ..-r / ./:. t� PEN EIRAnaN (2)25:4"OR �G WO)2-C4'OR 2.6'CUllrr ONY::; /� I I:-' I '2'x4'OR ..l ' -t• -1 I"(2)xe'xC4 HD (2) OD HEADER HEADER Y REQUIRED REQUIRED E REQUIRED REQUIRED I t, Y _�I EDGE OF [ACE rJ�� \ •l ��--{,�.�A1� I EOGE'Op. \,4�-ITe+� + i: j`��j —� 4 EDGE OE ,,T, OPENING +\ ``{', 1 Lj OPENING ' t N11 } OPENING '1 1 11 ` 1 —(/�7�� o i OPEfUNG \t •,1�\ N -^^� o ' 1 0 EXISTING ,•.. 1 1 I 11 + EXISTING I- , GLASS- EXISTING - o DOSING . ( �N 1' I GLASS- II to EXIB�! GLASS-- emuIlj�I- pPs EXIEI�mR 1 BEYONU, J (BEY ). �� 1 a (2)214'OR I f I 1 �+- LNI ! I la ( F I Coa - I I x 1 1 .` SFPAAA00N 17(IFApR (2)I"x4'OR I Yn. I (2)2•x6• . 1 t E I: SEPMATION 1 (;. SEPARATION CM.WOOD I.�, TO GU155 111 1 ....{{2').COM. a 1 ` �1 2'x8'CONf.'t. `I i�._1 1 T� T°CLASS x�,a 1: I' A $ q WOOD STUD. , STUD O 16- L ', (SE S°TORE O8 l , ;• ` Fes- r-ME SOELUIE ON Gf BUD ` f (SEE WOO ON ID 3 ++t�� 3 _ 1 3 O 16.O.C. ( x MAX.16.O.C. + ,. S O.C.tWL I. _ ,�I x 1.1�-_... � MAx.REnu67ED I ; � �P._ SIDu 2N M REnuwEv sx1n 10) W REOU6tE0. tt r -SEE ANCHORS - -F MI. •- (SEE SHEET 20) f (SEE SHEET 20) c (SEE SHEET t f I1•,,` , 0S�SHEEIT 21 Two OAS, c9 E T,F[�M 1 ` 1 i® 1 (�IM20) m 0�8. � I0�8O/8 (z)z.4-LM . \•,• SEE xNaaRs _ CTR as tE i .1, _ wuL RrIs+L 3 (2)2 s6- .,\ ,1 .` SCHEDULE w { 1 EDGE L \ ;• CONr.WOOD_ �,N 1 ., ON SHEET 21 EDGETi�-O�N SHEEP 21 4 III I OPENING ` -_� SND O iB' I ! it t --'.I q^1 SEE ANCHORS I � B I D.C.YAX- 1 }p,,,,pp1--- �ii ' E O.. + 1 1/2 x1 1/Yx0.062' i (SEE SHEET 1 II 1 f I ,, `EA. 2k4•k0.062'xCO1R., f . , I`11 , ONH9IFET 21 i �. xCOM.ALUM.ANGLE 20) EO ` ALUM.ANGLE ` 1t 1\ +\� (1 �•i; �.: \ '\ s 1s•e TAPCGNs X1. L t 1, j p - '•1+ \ \`.!i •._�5/16'R TAPCONS XL P061,01lIONM- I 0/8 t�, ' �, 0/8 I .`7'`�1`� I �-` WP/ElLe%;NEn. 8 O 24'o.c. `\ L '1 I _ } 1 ! {{1 W1U.FY45Ti O 24'o.a I`l 2 i4'OR 25:6=- �, `�\` IT'Y�i 12'x4.OR 2":6'� \•�(, WNL FlPL91 12':4'OR 2k6_ 1 ` , t 2-x4'OR Z'z6' /EXISTING WOOD EXISTING WOOD COM.WOOD 1�F* dp CONY WO°D I 1 `S 1.I. EXISfIN°WWD COM.VP°OD a. �`�f pYYY DECK OR BOTTOM PLATE _ 1 I SOROM PLATE - (I`` EXISTNG WOOD BOTTOM PLATE _I ' I- DECK OR SLAB BREWIRm T GOING OR SUgj IREQU r �. -� 9 DECK OR REQUOLEO (SEE SHEET 0) _ J REOUON.SLAB (SEEISHEEf 20) ���`. nzg•%l CONCRETE SLAB (SEE SHEET 20) �.` I. �REAUIRED. (SEE SHEET 20) I ...G B REWIRED.-� _ SEE _ REQUIRED.' _ �. �---- 1 ILL- .�.'�-._r LIF APHlr1� -.-._._. -J '.- WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. FLORIDA BUILDING CODE (Non Blgh Velocity Hurricane Zone) 02020 nLTECO INC. Nautilus DRAB M: rye?•'�TLCENs .9 R/Rmgmmft@r57sbm oe/e/2o2o No.4416 a EXPERT SHUTTER SERVICES INC. DATE• 71LUT TESTIND @ ENGINEERING COMPANY *:• * !// im NW.xea.a w ma.Murex cuoe>rA n m+eR 66B S.W. E 20-064 W.VMRYOAE DRIVE ph-:a b:(am)$n-Ie4I PORT ST.LUCIE•FL 34954 £moo'•• STATE OF ::� .-a4R:wmeeOm eo n MUM(coo)T4N-I W•TAX:(T7a)571 m 0 DRAWO O N. tf CA-000S719 Je.P.E R r mrnxw oex xv -'minor x+a i�Ft�., (URIQ .•� .sEA1/SIGNATURE/DATE FLDLmA uc p 441cJ x m:sa. slur 7 or2e AAAAAAnnnuuulµl```` ----+Rn.ED.-- POURED CONCRETE - OR GROUT FlLLED��` -- ORO (�I OR POURED E.D.. 1 !�I OR J�- Nin.E0. PWREO CONCRETE BLOCK � CONCRETE OR POURED N,\ OI oR�j CONCRETE oR --\ /r(SEE SCHEDULES ON (SEE SCHEDULES ON. caous flLLEp�^� (SEE SCHEDULES ON CONCRETE OR \ SEE SCHEDULES ON GROUT FlLLED"` L \. ' SHEETS 17&18) SHEETS 17&iB) CONCRETE HLOCK• SHEETS 17&18) I CROLR FlLLED' 1 aK O _ 1 \ 1� CONCRETE BLOCK (SEE 17&18) I BETE z.iw• ti ` ° y\��\�\ Jt �. J. o e z.saa----_a452•. (q^�) L a2-- 2• 2.DR,- A )`✓ N1n `� — fI r _ 1/2,1/4'-" ' E.O. OR 1/b•sLIP -\ 1/2-.1J4' \t f]1 6 4•o.a. 1/2'.Va' D ®\4o.a °ti OR 1/b•suP \_s OR,e SUP tJ2-•1/a SECTION W STORM BARS FLUSH MOUNT (WALL) ` :` / OR I/9•SUP D J \� TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P (PLAN) BUILD-OUT MOUNT SGLB 3/16• r 5ECT10NS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALD,1/4'-1- G ORCI-, T OR GO O ®a`o.e. •,v I 11 r ^C @I 4 o.e.! ®4'o.et. L LOF "o c.it 4 0.0. f `' ; /� 8'SLIP t0 OR 1 I/2=T/a1/2. _ z SECTION Q'-0' (PIANI OR t/S-Sll /8�/S11P i �,BOA 8t/SUP OR,;.I SUP 1 �/ 'R t%8�/$JP aR•81/�P, ' ORIENTATION 11 @- '§)j / WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION Q-Q (PLAN) SECTION R-R (PLAN1 SECTION R'-R' (PLAN) A!*' ORIENTATION #f ORIENTATION f2 ORIENTATIONS #1 A 2 ORIENTATION gY �} WALL MOUNT END MULLION WALL MOUNT END MUUJON A ®a'o.c. { ^J WALL MOUNT INTERIOR MILLION TRAPPED MOUNT 1NTER1 R MUWON — INSTALLATION DETAILS INTO MULLIONS G.G1 G2 s �� i srxE fµ m 1 a- 1/2-,1 1 (2)2"x4`OR f / 1 D ti OR I1W SLIP OR t/B-SUP\(n`i +1 i 2"x6" STUDS— ' 1 _ v 4.i O- (2) 27W OR ' I � (SEE SHEET 20) (SEE SCHEDULE 2"xs"STUDS �`�_ ��,='-L'J i�-'/ ON SHEET 21) ALTERNATIVELY TO QH A ©lam (SEE SHEET 20) (SEE SCHEDULE M.IN. 1/2" f '/4"0-20x3/4" S.S. M.S. ON SHEET 21) I PLnY00D� Ill1 f 4 W/ NUT MAY BE USED SECTION 0'-0' (PLAN) MIN. 112' / FOR THIS CONNECTION PLYWOOD ORIENTATION #2 i I WALL MOUNT END & INTERIOR MULUON ©OR E$• - 1.75D*--2z50•. r OR r r I 1 I71 1/It'1/4' �-..f OR t/e•-E, 1_ q ®4'o.a t/2`,fits' t 11 i FLORIDA BUILDING CODE (Non 1919h VelcCRY Hurriccne Zone) FLUSH MO J T1WALLl O Li` OR' I �P ®`��. ......� �m/1 02020 AUECO INC. �r s• aRLWN er BUILD-0-UT- MOUNT ;�:'vCENg ••'Q% Nautilus ALP. WgAtm SECTIONS 0'-0' (PLAN) = No.4416 = �--- DATE DUJT 7EsnNC t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. aas xc use.se.st.as.Yte1a 0wm®.a aiiB6 Ne SW.WNRMORE DRIVE INSTALLATION DETAILS INTO EXISTING WOOD BUILIMINbS STATE OF a /�'r3 "�""�m �_�r m'-'�' �ST•LDUE,fl.3"e4 20-064 �Tl�UT rNORc pool ru.sau.rA>r vr21 m-aro 1mAtraa fa SGUF.:1/a--I. i�jC•.;!�C O RIO :' ,1��' ma s SIGNATUR DATE `1rLo�6twoa L1 y'4.P. t`'` ®°" 0Ot v.tr amo,s a s .. /ffA/AfIf1/111111Ntltt�"` l 4 1/2"M'm. E.D f 3"--4 1/2'Min.ED.��`FOR 3/8.0 CALK-IN ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR —3.Min. E.D. I I-•--3"Min.E.D.: 1" FOR 1/4'0 SOLID-SET ANCHORS (4) 1/4'0 SCUD-SET ANCHORS OR --4' Min. E.D.E.D.- }--3 1/8"Min ED-----{ 'ff 4'Mtn.ED.----I•-FOR 3/8.0 KYAK BOLT TI EXPANSION ANCHORS / (4) 3/6.0 KMX BOLT TZ EXPANSON ANCHORS OR (4)ANCHORS*PER / 18'Min. �'--- I . . . (4) 5/16.0 TAPCON XL ANCHORS _ _ STORM BAR CONNECTION, 3 .�.-FOR 5/1VO TAPCON XL ANCHORS 1"i---3• jt'y SEE TABLE 2 ON SHEET 23 EDGE LI SLAB I EDGE OF SLAB 5/1 4'TAPMin.EMS XL W/-� ff APPLICABLE I f ( i E APPLI�� 2 7/4'Min.EMBEDMENT 1' I I .-----(Typ.TOP&BOTTOM) 1"O.D.x0.060'GALV. D', STEEL WASHER 0 24'a.c. - r 4"Min.f 0: � 2. p 2" 1 ` 2"x2'xt/8 xO'-5-(6063-T6 ALLOY) POURED CONCRETEi '� �''�` POURED CONCRETE- `` .! '•�Jl -I ALUMINUM ANGLE EA SIDE W/ 1(Vc 3 Kai)5'min. .L._ (fc-3 Kai)5'min. // 2" ® �- 5 16"0 TAPCONS%L (2) 1/4'0-14x3 4'TIW UILDIX TEK THICK REQUIRED a I i 2 1/4'Min. THICK REQUIRED J �` I SCREWS TO STORM BAR aK EMBED & ifJ/�' /r�.l(% S, '--5•—� (Typ.TOP&BOTTOM) t"O.D.x0.080"Mv. \ \_ STEEL WASHER 0 ! 1 ! i u 2' ® ® �'! L SECTIONS-S ( � 24"o.c. D I I 1 II I I 3 a A n l\ FR 1 EMBEDDED P7fO lwQiOR ANCHOR 1• Min. FOR WINDS OtNE__- - �.If I D I I �•r`-.° " A A I I DETAILA j R I I a j D 2'Min. FOR A •r SEE STEP 3 ON SHEET 14 FOR SPECIAL c�'� 4 I ,-„-J *1/4'0-20 OR 3/8'0-18 MACHINE SCREWS USED JOINTLY W/ WIND ZONES I 7REA7MENT PoR WIND ZONES 1 THRU 3 zd �'-- •"-- 7/4"0 x 3/4'SOLID-SET OR 3/8"0 x 1 1/4'CALK-IN ANCHORS 4 II N 1 Min. FOR O - RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME a�. = WIND ZONE I STORM BARS ARE REMOVED. (SEE DEL A). Nw li—� �' 1-3 t FM o I I MR = A Min. " `y z A w 'PI SEPARATION TO 1 20 A I I ( (2)ANCHORS*PER z _4 GLASS o N -_ [�)) STORM BAR CONNECTION. as S(SEE SCHEDULES ONI �fi � �� 2° Min. FOR tl I I -@ SEE TABLE 3 ON SHEET 23 N= D SHEETS 15& 16) 1 �= WIND4 -ZONE 11 7- , BMND I(Typ.TOP &BOTTOM) if I I I7RERIOR -_� _TIN' — g (2)3/8'0 CALK-W ANCHORS OR II I Min.SEPARATION TO ;1 (2)1/4.0 SOLID-SET ANCHORS OR-�_11'� 4' A GLASS9 �} (2)3/8.0 KWIK BOLT TZ EXPANSIDN I �- w I i I (SEE SCHEDULES 'G ANCHORS OR 1pISHEERS 15&1 (2)5/16"0 TAPCON XL ANCHORS 1Bar DRIC� GG ASSSNG�I 2� :�K) EXtQSIQR DOSf6JG 2"x2'x1/8 x0'-5'(6063-T6 ALLOY) GLASS �j I I ® L--. j ...� i ® y ALUMINUM ANGLE EA.SIDE W/ II ' n - I S1 ;- (2) 1/4'0-14x3/4"FTW UILDEX TEK tl I I (TYP.TOP/BODOM)A SCREWS TO STORM BARK II e I I �un''P•T0P�0R0"") �—_5° (Typ.TOP& BOTTOM) ii I 4 n I ® I�=-I —=-- ' ® I �' SECTION S1-S1 (TIP TOP/6DTTON)ii I I (fl'P.TOP/Bow) G�1 'V4'Min:%I--- II I I POURED CONCRETEd r/MIN.E.D'/ ED. /• EQ II '� - I '/2-xt 1/2"x0.062NCONT.ALUM. D {a7u THICK EQ 5" men. '/ Eh ANGLE W/5/16.0 TAPCONS XL W L - !_.t J THICK REQUIRE* 5/16.0 TAPCONS XL W/-J`� T 2 1/4'Min. EMBEDMENT 0 24"a.c. /��. ®z44•�n.EMBTDMENT� ' EDGE OF SUB I POURED CONCRETE EDGE OF SLAB I WALL MOUNTING IF APPLICABLE fi ni.Tn cx Rmb I IF APPLICABLE `` '}��,FAil np,1CT4q G".... A FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) �--4 1/2°Min. E.D. 1 1/2"Min. E0. FOR 3/8'0 CALK-IN ANCHORS �� q Min.ED. i _3'Win. E.D.--11-FOR 1/4.0 SOLID-SET ANCHORS��Q�•'JGENs�'��'�4 0262o nuEco WC. Nautilus 61uM BY: Min.ED.-•---� �4-Min. E.D.-7-FOR 3/8.0 KWX BOLT TZ E PANSIOt$ANCN s RoHfagS6pt(eL rsptem 66/6/m2o i/8'Min. E.D:- 3°-ri-�+' 1/8' Min. ED,--}-FOR 5/16.0 TAPCDN xL ANCHD ; r No.44167 •' iL E C O�Me. - DATE * * TIwR TESTING @ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ws NR ADR a SL.xn,1lxip 01xoOC.n ylW 668 S.W.WHRYORE GRIM FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR CK� =-01•, STATE OF /�?-tY� °°'`; '`'�'I"'"1 PONT sT.wuE FL <6e4 20-064 ! 1 4'IaxoOoaLcom r"do(000)741-M08.iAL•(M)071-0320 DRAWING No CA- SECTIONS V %��,c FCORIOP ``' WAITER AOlUT1Jr.PE � •+� m� xmr x®,o. oua SCALE:3/16'.1' y��cC�+C'. •••� \`�� .E.SEAL/SIGNATURE/DATE ilDHI6A ue.1 44t67 ml.-w .� SHEET R or26 �A�Y71111 1 11 11111I�77 Min.E.D.— —9'Min. E.D.-- --FOR(1) 3/4"0 KWIK BOLT TZ EXPANSION 1 ANCHORS 0 END AND INTERIOR MULLIONS f-2 1 1/2' I'---3°---I 1 1/2' G& (ORIENT MON #1)AND END MMUW®S©& (ORIENTATION A2) 4 j FOR(2) 3/4"0 KWIK BOLT TZ EXPANSION I 3I• Min. E.D:-- I----9'Min. F-D.----ANCHORS 0 INTERIOR MULLION A (ORIENTATION #2). \� I GEOSL DMOREDGE OF SUIB 1I I17 I I •q!°IF APPLICABLE I 3-x3"xl/2-xO'-6- Et=R C I d/� �� 6 (6061-T6 ALL I \ ♦ •Lk 1 it I• .���\\� \•� j Alum.ANGLE EA SIDE _. •� ��.;.\<'�'�!"�\'�\ +_I''(• i.`•i ti� ;\��1 �.''c i 3x3'x1/2'x0'-4"-- I L__ tL� (6061-T6 ALLOY)Alum. I TO MUWONG&�L 1 1/2' f POURED CONCRETE R I ANGLE EA.SIDE W/(2) (1) 3/4'0 KYAK BOLT TZ' - (Pe i 3 ksl Min.)'� �I 3' 1 � 3/4'0 THRU BOLTS TO _� 1 1/2' EXPANSION ANCHOR 1 1/2• 1 8'Min.THICK REO'D. II )— I MUWON©&(1)3/4'0 ----) W/ 6"Min. liMBmMIM I —L p EU.• y-EO KMK BOUT TZ EXPANSION I I/2' TO POURED CONCRETE 3 4—3 ANCHOR W/ 6"Min. -.-L (Typ.TOP&BOTTOM) II I EMBEDMENT TO POURED6--� II CONCRETE(Typ.TOP & I I I u- GLASS i I I eonoM) SECTION XI-XI W/(G�* ALTERNATIVE SECTION X1-X1 W/(G)* zm 1 MIS I- I (END & INTERIOR MULLION END & INTERIOR .MULLION? FN i I I — G�OR G1 (W/ ORIENTATION # 1) Wf ORIENTATION 2 7.1 t;iI y (6-W) (4"X6") ZN I I i 3"x3-xt/2-xO'-4° I r,2._ 11 1 I 2_.._g _1 1/2' ,n, (6061-T6 ALLOY) DMOR Alum.ANGLE EA SIDE W/ 1w II (2) 3/470 TH(U BOLTS �- -j 3• 0,� '• TO MULLION G & I 3' I`Z ® ri I ® (1)3/4"0 KYAK BOLT TZ r G1 0 p pp EXPANSION ANCHOR -( a y Q/8 Or J•, I (� $ Or W/6'Min. EMBEDMENT TO 4 1 I zo R 8'or li_ —`1\f------ / POURED CONCRETE (Typ. + j -p(�� i i q- EXIEAIOR / I R/8 Or TOP&BOTTOM) II I 1 N R'/B I R'/8 G 1' B"u 1/Y , ,1/2• (Typ.TOP�061jIi I Xi �--' 1 1/2 rf 3•x3'xt/2 xO'-B' (6061•T6 ALLOY) .•_3 x3-x1/2-xO'-8-(6061-T6 ALLOY) I •TOP/BOTTOM) Alum.ANGLE FA SIDE W/ 2) 3/4"0 Alum.ANGLE EA. SIDE W/ 2)3/4 4 II -EQ.- EQ.- 1 1/2- THRU BOLTS TO MUWON V&(1) THRU BOLTS TO MULLION 0& (2) 3/4"0 KYAK BOLT TZ EXPANSION 3/4"O KWIK BOLT TZ EXPANSION ANCHOR W/6' Min- EMBEDMENT TO ANCHOR W/6"Min. EMBEDMENT TO 3• POURED CONCRETE (Typ.TOP& POURED CONCRETE(Typ.TOP& �T'1l- 1' I * BOTTOM) BOTTOM) '! SECTION X1-X1 W/ G1 '- POURED CONCRETE �// A11� I AI /�ij T8r'�Min.THICKMREQ o. (END & INTERIOR MULLION (END MULLION ONLY INTERIOR MULLION ONLY) ' k) / ) EDGE OF SLAB i I ""+I� I I OF stAB (W ORIENTATION 1 L 1 ALTERNATIVES SECTION X1-X1 W/CG1� LE14 ' IF GE OF etF (8"x4� � ORIENTATION R 2) IF APPucaBLE FOR 3 0 IN K BOLT TZ EXPANSION (4"x8") Min. E.D.---ANCHORS 0 INTERIOR MULLION®(ORIENTATION#2). Q • SIDE RAIL AND BOX NOT SHOWN FOR CLARITY L--9'Min. F_D.- I --9'Min. E.D:- I-FOR (1)3/4"0 KWIK BOLT TZ EX S +I�i�I�1�r.'�.' - ANCHORS 0 END AND INTERIOR�7TL FLORIDA BUILDING CODE �(Non 1High Velocity Hurricane Zone) TION III ND MUWONT G1A(ORIENT`T��.•••.:•r•,.L T.// 02020TLTECGINC. Nautilus MAWN er: FLOOR TOCEILWGIf TRAPPED MOUNTING:MUWONS n OR CTFD ��GENS Rolling92Daersgsa2n 0e/e)2020 secnoNsvlL1 No.441 `��r— — EC 0�Ne• EXPERT SHUTTER SERVICES INC. 0117E TIW2 TESTING d ENGINEERING COMPANY 66e S.W.WHman¢DRIVE 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION =-o STATE 0 �`�l/ �O G 6�I 8 x"m PORT''T•LU04 ]46U ORAY NG No C Fif= Tas-Mnr.rm("4 mI- w SCALE:1/8•=1" i �F'•. •..�\`,iL SEAL/SIGNATURE/DATE xa;r 0 FCORIO MPoOA uo 1lritsi m,tw slrM 10 or 2e ����r�Anulunl�la�``�• Min.ED. Min. E.D. (4)ANCHORS —\I 3'x3'xl/2"xO'-4' ["(SEE SCHEDULE e1)—"'I I-"(SEE SCHEDULE jIlyl (SEE SCHEDULE #1) I (6061-T6 ALLOY) : "'7 OSEE MAxIMUM©(INfERIOR)&®(END&INTERIOR)TRAPPED MOUNTED NUWONS EDGE OF glA .EDGE OF SLAB O- -O 3" Alum.ANGLE EA I IF APPLICABLE : 1 IF API PUCABLE ir-77I SIDE W/(2) 1/2"0. I 3' BAN CUM D7 BY SCHEDULE 16'FOR INSTALLATION CASES I,fa&II ON SHEET —•-�- THRU BOLTS -- (LIMITED LOAD,MUWON SPACING AND SPAN R1STAUATION): 4I'•,�\,'.`.. \�\ \. . , \�•'\.''`\. \\ I� I I TO MULLION 1E6Diumau(/ff i -RESIDENTIAL AND COMMERCIAL APPUGTINxiS WITH 160.8 4 DMMR ps.L MAXIMUM AS.D.OESIGN PRESSURE RATING, M -Ij- I I 12'-0'WXNUM MULLION SPACING. II 3" 4 POURED CONCRETE 3'x3"xl/4"xO'-8" I I SEE SCHEDULES 11 &12 FOR ADDITIONAL SPECS. (re>3 ksi Min.), (6061-T6 ALLOY)---• _ EXTERIOR- - - II SEE SCHEDULE-#1. Alum.ANGLE EA:-SIDE`-: 1-1/2' G 1 8" 1I j W/(2) 1/2"0 THRU -O- —;- ; mutu N 0sE in-RESIDENTIAL AND OOMMERCIM.APPLICATION W/t80.8 Pal. I II I I BOLTS TO MULLION© 1 1/2' MAXIMUM AID.DESIGN PRESSURE RATING,8'-0- UMMUM MUWON SPACING. SEE SCH STING MULES It&j2 FOR ADDITIONAL SPECS. GLASS w -�� I I ALTERNATIVE SECTION X1-X1 W/n# _ TN�lllm6'l OIt:E D-COLDdERCIAI APPLICATION FOR f100.0 paf.MAXWtIN AS.D. GLASS ,,1I 1• I I - 1 1/2 DESIGN PRESSURE RATING.W-W MAXMUM MULLION o II Min. I I --�OR G1 (4�xr INTERIOR MUWON ONLY W/ORIENTATION # 2) -- „�2. SPECS. SPACING.SEE SCHEDULES III&J2 FOR ADDITIONAL It I I (2)ANCHORS-��I 2"-i-2`�•I b it I I 3"x3'x1/4"xO'-8'-.�,- (SEE SCHEDULE�2)'' # z= N I I Alum.ANGLE LE 4 SIDE -�- I ALTERNATIVE SECTION Xi-X1 W! G1 W/ (2) 1/ THRu U BOLTS TO @ 3' o 2-0 I (4"x8" INTERIOR AND END MUWON W/ ORIENTATION # 1� II I LL II o o Ii —I \ I Q®or GO, 4° R SCHEDULE ref Q/8 or= II- Q m - Il, - I INSTAUARON TwCTa6s ANCHOR TYPE&SfZE ow.Top t BOTIOY) YIN.ANCHOR ursrAxcE R/8 OMIN r II R/8 Or (4)ANCHORS CASES IDABEOYENT D I SEE SCHEDULE � 1 1/2' REp'0. ANCHOR W R/8 n R/8 ( y1)�. � my II i I T_ _-.(�j. __ J/8't HILT!INC HUSH SCREW&3/BY POWER LUONSkR It T vv 1 1/2' WEDGE-BOLT ANCHOR FOR©&©(DIIETEOR)YUWINJS 2 1/2' S 1/2• g I I /OWENTAIM�2 11 --_--8. — # Y 4• /2-0 HIL71 INC HUS-H SCREW&1/2.0 POWER FASTENER mI ® u ALTERNATIVE SECTION XI-X1 W/ G1 WEDGE-DOLT ANCHOR FOR®(END&INTERIOR)MULLION 3• g' II I ® W/ORIENTATION#1. X1 R I X1 (4-INTERIOR MUWON ONLY W/ ORIENTATION # 2) 1/2'0 HILn INC TOWIL DOLT TZ ONLY FOR©&©INTERIOR (1YP,TOP/PATTOM)� (TYP.TOP/BOTTOM) t1LU0N5 W/ORIENTATION 02)&©(END MUWON W/ 2 1/2• 5 1/2' ORIEZON/1). 4 �—_•_; 3k3'xt/4'x0'-8' ----_- ra 4" 1/2.0 MITI INC HUS-H SCREW&1/2•A POWER FASTENER (6061-T6 ALLAY)Alum. WEDGE-BOLT ANCHOR FOR 0&®(END OR INTERIOR 3• g' fi ) 3" ANGLE EA SIDE W/(2)�',, 1.1 CN)W/ORIENTATIONS OR/2. II O 1 MULLION/20THG1 BOLTS TO } TZ ONLY- t---- '• I I 1MWlONS W/OR MATIONTa2)&®(FN�NtUILONINTERIOR 3 1/4' 7 1/2' �• /, OPoFMARON#1). ix KEDGE OF STAB G� 6"8'EXTERIOR a fi' 1/2'0 HLTI INC HUS-H SCREW OR 1/2'0 POWER FASIFHER GE-BOLT ANCHOR SEE"NOTE ON SCHEDU 1b'ON EDGE OF'SLABI IIF APPLICABLE I SHEET 25.VALID FOR END&INTERIOR MUWONS�&to Min. E.D. -_J L Min.E.D. W/ORIENTATIONS#1 OR 02. IF APPLICAiBLE;--(SEE SCHEDULE fly -(SEE SCHEDULE#1) 1 (4)ANCHORS r POURm CONCRETE (SEE SCHEDULE$1) - ------ - 1" SCHEDULE 12 -We-3 Wa M•m.), SEE SCHEDULE H;i1. 1 1/2^� • 3"� I INST�TIOTION ICKNESS ANCHOR TYPE&SIZE(TTP.TOP&BOTTOM) IN.IEDYHO DISTANCE FOR ALTERNATIVE SECTION X1-X1 W/ G1 # % 5/e'A HLTI INC HUSH SCREW&5 0 POWER FASTENER ANCHOR FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS�)OR G 1 4 X.a g 4� WEDGE-BOLT ANCHOR. �• 2 1/2• 7 1/2 SECTIONSVIR'I (4'x8" INTERIOR AND END MUWON ONLY W/ORIENTATION # 1) FLORIDA BUILDING CODE(Hen High Velocity HYRIMne Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* �.��`�� I �� (i OX20 R111=1 INC. Nauf lus D'"Y APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING 00%ldftl = Rauing namprs� 06/8/2020 IL E'COYN,. DATE SCALE_1/8"=I' _ : EXPERT SHUTTER SERVICES INC. No.44167 TILLR iEsnNO t ENGINEERING COMPANY•: wciaen ems.n.sn6a 888 S.W.UCEE.fflawREFL DRIVE ulwm •'�'�'-„Y, PORE ST.WpE,FL 31984 20-064 SIDE RAIL Q AND T3OX NOT z '-noC-NOC6719 Cp" AIwR,DOM Yu-20W.FAn(m)81,®vg owWlNo No r SHOWN FOR CLARITY -o= STATE OF WAUIER A.D�1�PE �i-rQ,C.•.F�DR,Q SEAL/SIGNATURE/DATE FLORIDA U.0 44167 , an"-w .� s}IEET 1WOF 26 EDGE IF APPLICABLE 2"xMUWON DEPTHxl/8'Cont. -ALUM.TUBE(TOP& BOTTOM) W/ 1 a ox3 a R IX w auILO TM SCREWS 3/4" 1 �,` 5/16'0 TAPCONS %L W/ 2 1/4" /- 7'OD.x0.080'GALVANIZED STEEL `1 " MIN. E.D. 2 1/6' �, �Min. EMBEDMENT 0 24 o.c. �� WASHER A 24'O.C. Min. E.D 1-1/2" _-_ y -� I_ ' / EDGE IF APPLICABLE �! — L-rJ I r __1 - ��_- \+/ 7 3/4`Min.E.D. 4"�.^y� EDGE IF APPLICABLE CONTINUOUS POURED----��, \ 2" —I— 7" CONCRETE(f e=3 Im Mn) -—— 2^ 8"Min.THICK R£Q'D. ;� ._—^- - ; 7 3/4"Min. E.D. END CAP `.�\ 2 L-__--=-----:;� � I + ® POURED CONCRETE 7 3/a" '-� ``�; (f'c = 3 ksi Min.) \ POURED CONCRETE Min. ED. �ti EO. rEO.-I 8" Min. THICK REQ'D. I�R (f'c = 3 ksi Min.) - \ a"DCiERiDR 8" Min. THICK REO'D.zs ;; I \ �- 5N G OR G1,' E%tER10R z — - G1\. I '-�OR --` 4- OR G1' O .� ® 7 3/4'Min. E.D.----- ~�2•�\ I I I 7 3/4"Min.E.O. Z�`�' -% ..�L ur 0/8 or II ` 0/8 or '" I !4'x4"x3/B' R/8 or ii I R/8 or 4x4'x3/e° (6061-T6 ALLOY) 7 (6061-T6 ALLOY) LL N II Alum.ANGLE FA.SIDE. J Alum.ANGLE EA.SIDE. R/8 .I R'/8 T EDGE IF APPLICABLE z o EDGE IF APPLICABLE w Lq It In- EXISTINGz o SjrI I /. .(WALL MOUNTED SHOWN MAY BE SECTION X2-X2 W! OR * ALTERNATIVE SECTION X2-X2 W/n OR o w -OD SECTION ALSO INSTALLED TRAPPED MOUNTED N ` �i PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) IW/ ORIENTATION � 1) (WI ORIENTATION �2) (4"W or 4"x8") Min_E.0 E L 1 1/2°xl 1/2"x0.062"xCONT. ALUM. (6"W Or 8"%4') 7 3/4" "'--- : ANGLE W/ 1/4'ox3/4" ITN BUILDEX MIN. E.D. TEK SCREWS ® 24'o.c. TO TUBE. 1 1/2" • SIDE RAIL @ NOT SHOWN FOR CLARITY j" CONTINUOUS POURED---_ II CONCRETE(f'c=3 Im Mn.) 7" 10" 8°Min.THICK REUD. I I I � I X2 1 X2 TOP/BORON) 1 1/2" -� .. I 1 1/2" TOP/BOTTOIQ 7 3/4' T— .\ f ��-4"x4'x3/B"x0'-10"(6061-T6 ALLOY)Alum.ANGLE MIN.E.D. •� EQ--i--EO---III EA, SIDE W/(2)3/4'0 THRU BOLTS TO MULLION &(2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR��1� II 111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) \�`:\' \\\� W/5`Min. EMBEDMENT TO POURED CONCRE'TFpe}g� • �� a WALL (TIP.TOP&BOTTOM). ����",�� /T � osoxonuECD wc. Dw p et: EDGE IF APPLICABLE-� �` P� GEN '.'�9�: Nautilus WALL MOUNTING:MULLIONS.n OR(GU 111LIECID.Mc. n9s6oN.rsgnlall 08 DAtE e POURED CONCRETE WALL P No.4416 7 = rlwr TESTING a EecmEEwNo mwPArlr EXPERT SHUTTER SERVICES INC. SECTION W-2 ° "P„,� 9stm.r "ttw° °1-1s"i t/n sbe S.W.wHnuoRE DRIVE 20-064 END INTERIORWALLMOUNTEDMULLION INSTALLATION :'� °-m°���romm PORT�.LDDE.'t 749E4 °�N„G,ft o: STATE 0 was eoRT ST.LUC.rF (349 er1-ws0 G-OD06719 ty,K EAIO mR d.wr ®iLd: OQ i'p �( WADER .TtLL1T Jr.P.E SCALE: 1/8"=.1' 4�iC`�• CORIO .� °'SEAL/SIGNATURE/DATE nom Ua/44167 x..- ao:r•sr SRER 17 ar-16 s -. ry7/pl/111111H11{11\{{��`` i F_1/4'00/4'ITW SUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE- 2"xMULUON DEPTHxl/8"Cant f•` WJ 1'O.D.x0:*o. GALVANIZED STEEL w` t'• \ ALUM. TUBE (TOP&BOTTOM) W/,�' WASHER® 24'o.c. JES 4"- INN\\, : \ �,•\`��\ �` EDGE IF APPLICABLE J2' .\ t5/16"0 TAPCONS XL Wf 2 1/4� 7 1/2"Min. E. -?7 1/2" Min. E:D Min.EMBEDMENT® 24"o.c. I`MIN. E.O., r !7 1/2'Min. E.D. 2— _ — I I1 1/4" I 2' —' — POURED COL r (f'c = 3 kI ( 1 POURED CONCRETE 6" Min. THIp](( OR (f'c = 3 ksiMin. 4'EXTERIOR REQ'D.6" Min. THICKNESSREQ'D. y 1/4" I 1 1 i G OR I CONTINUOUS POURED -"r�EQ. EQ: I END CAP �- .. - � 47 t/2" 7 1 2'Min. E.O.Min.E.D.CONCRETE(f'c=3 ki ITm) ', I / - 1.�, 7 1/2'Min. E.D.6"Min'THICA4E55 � 4""•", I J------- 4"x4" " 4x4'xl/4"(6061-T6 ALLOY) z REQ'D. "—'"•T Num.ANGLE EA.SIDE. (606t-T6 ALLOY) ,-/ '©OR G1 EDGE IF APPLICABLE Alum.ANGLE FA SIDE. EDGE IF APPLICABLE in �� I 1 Extt DR ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X2-X2 W/ Z (INTERIOR MULLION) (END & INTERIOR MULLIONS) �0 ® n I fWJ ORIENTATION .# 2) (W/ ORIENTATION # 1) 0/8 or i I I Q/8 or (4"x6" or 4"x8j (8"x4") !I I a= RR'/8 r ii y I RR'/8 r 0 SEE MAXIMUM©(INTERIOR) & G7 (END & INTERIOR) WALL --�� raj MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 3 w Il 1' (VIALL MOUNTED SHOWN, MAY INSTALLATION CASES Y & II' ON SHEET 25 2 D1 , ii Mo• i iD BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): GL-SSMOUNTED PER SECTION R'-R' ON SHEET 8.) INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL "\ ;`.2 t 2 \��.`;•�Q I APPLICATIONS WITH ±60.8 p.s.f. I Min.,E D _ 1t1' [-1 1 f2"xi 1/2"xO.062"xCONr. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' 'F ANGLE W/ 1/4"0x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN. E.D. TEK SCREWS ® 24" Oz.TO TUBE. SPACING. VALID FOR CONNECTION TO i I 1 -' I CONCRETE W/ HILT! INC HUS-H OR POWER FASTENERS WEDGE BOLT ANCHORS. ® i` 13 I ®l/2"6" INSTALLATION CASE W - COMMERCIAL APPLICATION FOR t100.0 I Ii X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (m.roP/BormH) 1 1/4. — �� • - 1 1 4"I (TIP.rDP/6°Ttoss) MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO \ 1 - / s. CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1/2" COn'NUOUS POURED 1 _4"x4"x1f4"x0'-6'(6061-T6 ALLOY)Alum.ANGLE MIN.E.O. CONCRETE(rc=3T.s Ea=-EO---111 Ep•SIDE W/(2) 1/2.0 THRU BOLTS TO MULLION Mr.) 6"Min.THICKNESS\` W (3)i/2 ID KWIK BOLT TZ EXPANSION ANCHOR • SIDE RAIL QO NOT SHOWN FOR CLARITY {, ti•REO'D. �,\` / /4" Min. EMBEDMENT TO POURED CONCRETE II IIl WALL. (TYP.TOP&BOTTOM). ,Id yi1 EDGE IF APPUCAHLEJ ,``���•(.• •'fj���/i FLORIDA BUILDING CODE(Non High Vel°city Hurricane Zone) WALL MOUNTING:MULLIONS )OR .� Q•.• L� ozazo 7LLTEC0 INC. • oRAirN 6n POURED CONCRETE WALL uc�NSF •�� Nautilus �• SECTIONVIF2 = NO.44167 ': - Ila ECO,INC. RoutMyserlaersyaee>o °°%DAIEzo REND 81JNTERIOR WALL MOUNTED MULLION INSTALLATION TILLn TESTING&ENGI MUNG COMPANY EXPERT SHUTTER SERVICES INC. /� �.d7 n m.I .�ra"�i�4i it.+ �ani,�,a 608&W.wMITMORE ORK 20-064 STATE. F PORT sT.UtalE R_349" APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING k L S -, / °""°CA� `°� °""w°'°"° vllaa:(ew)Tro-.osc.rAx:(m)Gn-°mu WALTER A.Wiff Jr.P.E. �.s .��'" Na. '�••' �� .vt .. SCALE 1/8'= 1" �i/ ,,1`P.E. SEAL/SIGNATURE/DATE PwmOu Ue.d"167 : - mo-,�. �:. • sxEETTIA Orze S,/0.......l`1 ulreiusns` 9"Min. E.D:- I -g'Min.E.D. ..FOR (1)3/4"0 KWIK BOLT EXPANSION ANCHORS® END MULLION 3"x37x1/2'xO'-4" (ORIENTATIONS#1 &M2). (6061-76 ALLOY)Alum. 1 u 2- FOR(2) 3/4"0 KWIK BOLT TZ PANSION ANGLE EA SIDE W/(2) 1-0 --f 3/4.0 THRU BOLTS TO ,. ='Min. ED. --9'Min. EO:--- ANCHORS® INTERIOR MULLION 1 1/2' T MULLION©&(1) 3/4"0 I I I I (ORIENTATION ®2). KWIK BOLT TZ EXPANSION EDGE OF SLAB I it EDGE OF SLAB ANCHOR NT O Min. --I T'i"r r t t r T'7 EMBEDMENT TO POURED IF—APPLICABLE V I I l V.I I ! I IF APPLICABLE CONCRETE (Typ.TOP& fYii%//'./:��l�/. BOTTOM) 7" EX[MOR 1--POURED CONCRETE B JL.Lit. J (f'c=3 kei Min.) ii 3 - I t8' Min.THICK REO'D. B I ,I n 2•_, 2-_i EXLS'RNG---"I W Guess +" I SECTION X3-X3 VVI Alin. or �i G2` (END MULLION ONLY EXTERIOR 1 1//2-- -4-.- 1`1�! (W/ ORIENTATION ' 11 1 1/2' 1 1/2• 11 I (7"W) I I—4 N� II 711 ' z N II I I y 3" I ---i - z E1(IfAIOR u h' Iq ii I G24- EXIERWR Im 00 II I 1 tl/Y 1 1/2, w11 I II 1 1/2, 1 1/7' /} 3 1/2"—l-3 1/2"—I r X3 u ! I X3 ! F-•7• ---7"----I TOP/BOROH)il I (11P.TUR/1301TOM) L.3'x3"x1/2-x0'-7"(6061—T6 ALLOY) �3"x3"x1/2'x0'-7"(6061—T6 ALLOT) 111 R ED.-- , -EQ. Alum.ANGLE EA SIDE W/_(2) 3/4"0 Alum.ANGLE EA.SIDE W/_(2) 3/4"0 MULLIONII ! - THRU BOLTS TO MULLION & THRU BOLTS TO MULLION & II —� POURED CONCRETE (1)3/40 KWIK BOLT TZ EXPANSION (2)3/4"0 KWIK BOLT T2 EXPANSION 11 I }c = 3 W Min. ANCHOR W I1 lav, I 3" /-'(„ ) ANCHOR W/6`lain. EMBEDMEt•Tf TO /6"Min. EMBEDMENT TO 8 Min.THICK REQ'D. POURED CONCRETE(Typ.-TOP & POURED CONCRETE(Typ. TOP& BOTTOM) BOTTOM) /77/ f;�/,/ ��li :� r.�l.,': i ,%; / ��� (END MULLION ONY) (INTERIOR MULLION ONLY EDGE OF SIABI 1 I ' 'I I ` ALTERNATIVE SECTIONS X3-X3 W/ G?* IF APPLICABLE L •: µ-V I EDGE OF SLAB �IF APPLICABLE (W/ ORIENTATION # 2) FOR (2) 3/4"0 KVYIK BOLT TZ EXPANSION (4"X7") -9"Mi.. E.D. �9"Min.E.D.---r--ANCHORS 0 INTERIOR MULLION (ORIENTATION Q2). a SIDE RAIL QD AND BOX NOT SHOWN FOR --Bl" Min. ED.-- --g"Min. E.D.-- it CLARITY. FOR (I) 3/4'0 KWIK BOLT b�'oy.�}tl(/q// ANCHORS®END MULU.N 1/ .A� FLORIDA BUILDING CODE(Son High Velocity Hurrieame Zane) (ORIENTATIONS Y1 & #2).`Q �,•...•....... d i� C2020 1X7EC0 IKC. • DPAWN BY: FLOOR TO CEILING I TRAPPED MOUNTING:MULLIOP! G2 ' �'�cENs Nautilus M.P. SECTION W 3 = No.4416 �_ r R°�" �° 1L GCORMC. 8 0eDAE°� T61JT TESTING'II ENGIt1EERINO COMPANY EXPERT SHUTTER SERVICES INC. o' STATE OF ° 'R �6( 't"+ . iso+ur' ta'i+ ° 66B S.W.WNRMORE DRIVE 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ; =�'•. :'�`�,. °-�°�,� �7,a.�m P°"`�'`°`�'`�"984 GR.,nN°N. FLORIDWAL n cxE ceoo)ue-Bose.FAx fnzl BYt-0Goo •.'..•• SEAL/SIGNATURE/GATE A"Ll Jr.P.E. �.M �'• gym- ' FLCR17A Lk.6 44167 rtn.r-w SHEET 12 OF 2G glIf111111l11N OSEE MAXIMUM(a(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. ED. Min. COVERED BY SCHEDULE lb' FOR INSTALLATION CASES I, Ia & II EDGE SLAB I`(SEE SCHEDULE 81)-•-( r(SEE SCHEDULE E owl COVERED OF SLAB ON SHEET 25. IF APPLICABLE 7 IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN n j•. _�_. 3'x3'x1/_4'xO'-7" tom, t' PRESSURE RATING, 12'-0" MAXIMUM " it POURED CONCRETE (6061-T6 ALLOY) i —5'..-""'I II ' `' MULLION SPACING. (fe=3 ks Min.), Alum.ANGLE EA. SIDE� SEE SCHEDULE(11. W/ (2) 1/2.0 THRU ' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. II I BDLTS TO MULLION(@ INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION ri I (_ W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXISTING�I I 2 D(fERiOR PRESSURE RATING, 8'-0" MAXIMUM MULLION i 6 ASS I I / —I SPACING. Min. �I '• `C�/ t 1�7� SEE SCHEDULE #1 FOR ADDITIONAL SPECS. I .rc11. �_-� z N , 7 11�2' I%TAL1ATION CASE HI - COMMERCIAL APPLICATION FOR t100.0 p.s.f. PrN I D(IFRIOR (4)ANCHORS- MAXIMUM A.S.D. DESIGN PRESSURE RATING, _ Nt;i ii (SEE SCHEDULE #t) 8'-0" MAXIMUM MULLION SPACING. SEE iN I SCHEDULE "1 FOR ADDITIONAL SPECS. a ® I' 4a Q•/g '___ __"_:� Q1/8 ALTERNATIVE SECTION X3-X3 W/ 63.* - �;-- (W/ ORIENTATION 6 21 SCHEDULE #I (2"x7" INTERIOR MULLION ONLY) MIN.SLAB MIN. EDGE Z= ii INSTALLATION THICKNEss ANCHOR TYPE&SIZE MIN: ANCHOR DISTANCE FOR O W ri I CASES REO'D. (TYP..TOP &BOTTOM) EMBEDMENT ANCHOR MI.I n I s SIDE RAIL AND BOX NOT SHOWN MIS " I _ FOR CLARITY.Y. SCREW,HILTI INC HUS—H I 4" 3/8"0 POWER FASTENER 2 1/2" 5 i/2" ® WEDGE- BOLT ANCHOR (IYP.TOP/BOITOM)II I (IYP.TOP/WITOM) 4' 1/2.0 HILTI INC KWIK 2 1/2• 5 1/2' BOLT TZ POURED CONCRETE H 8" 1/2'0 HILM INC KINK 3 1/4' 7 1/2' u _6 .C i-"("c=3 ksi Min.). BOLT TZ SEE SCHEDULE #1. f EDGE OF SLAB' 1 �I I EDGE OF SLAB IF APPLICABLE IF APPLICABLE Min. E.D. Min.E.D. (SEE SCHEDULE�1)' . (SEE SCHEDULE#T) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W 3 L�tl jlj T� FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) ,\,��!Y�}K Al , 0202e 1ILiELa INC. N �!]l'• aRAWN BY: �"�{•�......��T ///i - 8 �Kb�I�� Y.P. �P' - .'�.'� RoHmgShUffw4s(em os/a/moo INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _ 1 L E C O INS. �,TE 4 ND.4416/ nwT TFSmIG&ENGINEERING coYPANT EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION.SPAN AND MULLION SPACING INSTALLATIONS 'Tk '� ��.<>���MT +�I"'" 66aOR s T. UCIE.I'L Us zo—osa T E OF o-mal:Lift-o.w— PORT sr.LUCIE,FL oast SGAtE:1/8•=1' i Q CA-OGGe719 ��c T7u-ROSE.FAT:L777)67I-0Yxa GRAWaIc No ' ORID • WALTER A VWT Jr.P.E. �•a maoma "ax a.xo ma,v Yrz' /.<`••., P•,•��R SEAL/SIGNATURE/OATE numaA tw Y µte7 mna« sxEET 17a OF 26 I EDGE IF APPUCABLE \ 2'xMULUON DEPJHx1/8' Cont. 7�7\` �'\\'\`'�\�,1` CALUM. TUBE TAP (T S XL BGrrOM%a/ r 1/4'Ox3/4-RW BUILDEx TIX SCREWS I\ Min. EMBEDMENT tD 24'o.c. W/1.O.O.xo.O60'GALVANIZED STEEL 2 1/6" \ , WASHER 0 24'o.c. 7 3/4- Min. ED MIN. E.D. 1 ,' EDGE IF APPLICABLE� ,f• I_'-\ I /�• 7 3/4•Min. E.D. COMINUDUS POURED---_-,' O I \ / -----\� ;� 2• I 7" CONCRETE(fe=3 ksi 9n.) .\ I j POURED CONCRETE �` {8"Mn.THICK REQ•D. \` (f'c = 3 ksi Min.) \. 8' Min. THICK REQ'D. ��� END CAP `•` -- \ I 1 iZJ2- w 7 3/4" NOTCH WEB----✓ EO.--!-EO. I '` ~�'�' ---- --^�- 4" p Mn. ED. (TP. TOP/BOTTOM) .\ L --r`` \ I F 2' Its 3 11 l I 7 3/4''Min. ED. i \ 4'x4•x3/8-(6061-T6 ALLOY) c�v II Mn' I 1 ,"Alum.ANGLE EA.SIDE n i _N n (WALL MOUNTED SHOWN, MAY BE - F Ex cam° 1 ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCABLE_� II j PER SECTION Q'-Q' ON SHEET 8.) Ix DaIMOR SECTION X4 X4 W/ G7 �Z N� (END & INTERIOR MULLION) aw ® I (W/ ORIENTATION 9 2) �N Q'/8 0�/8 (4.0 � 1 Mn.E,D \ ,' (-1 1/2'xl 1/2'xO.062'xCONT.ALUM. a SIDE RAIL@NOT SHOWN FOR CLARITY 7 3/a' —— ---" ANGLE W/ 1/4"0x3/4" TTW BUILDER MIN. E.D. TEK SCREWS O 24" o.c. TO TUBE. 11 1/2' j• CONTINUOUS POURED,,\ CONCRETE(Cc=3 Isi ANIL) 8"Min.THICK REQ'D. \ 1 I 1 �! 1 ! X4 (ITP.T�/BORIRI) i 1 1/2" I----`—��\ ; \ 1 , 1/2• PV'mP/90ITOM) T L °,I —I-- MIN. /ED. l��-4'x4'x3/8'x0'-10'(fi061-T6 ALLOY)Alum.ANGLEIlalli�fllfly EO EO SIDE W/(2) 3/4.0 THRU BOLTS TO MULUO �A /�j FLORIDA BUILDING CODE Sq y ) •!�\\,1\i\\�•�\ \•\\\ q• &(2)3/4.0 KWIK BOLT TZ EXPANSION ANCHQR'�'�••,,.•••. (Non h Vefoci, Hurricane Zone v\� :/�� omxo TUTEco ING • OwNN ar: W/6'Min.EMBEDMENT TO POURED CONCR P;�yG EN •.:� ,� NalEtil�Is M.P. EDGE IF APPLICABLE-' WALL(TYP.TOP &BOTTOM). WALL MOUNTING:MULLION �lz = •' No.44157 _ 1 L E C O INC. xo�9�mrsq ""ATE _ EXPERT SHUTTER SERVICES INC. •��` POURED CONCRETE WALL c* A - 71L11T TEsnxO:ENORIEQaxo COMPANY SECTION W-4 STATE r ✓✓� °�°nm" 1xi9s)nIN : ,mp,m 66e S.M.WNR110AE txMYE 20-064 •((� o-mo0:tot—Cow— PORT 5o LUCK,FL.34864 ORAMe1G No n,ormrm Teo-roar.rAx:.(m1.en-ono END&INTERIOR WALL MOUNTED MULLINSTALLATIONSFAL/SIGNATURE/DATE � �1Jr PE �'` •rt R` �� q C? FMDA lk•/441eT mn-a, . 91ur,J or 78 _ SCALE.1/8•a 1' rnnuu EDGE IF APPLICABLE EDGE IF APPLICABLE~ 2'xMUUJON DEPTHxI1W Cont. ALUM. TUBE(TOP & BOTTOM)W/ ~•� r ..1/4'Ox3/4'(RY BUILDIX TEK SCREWS 'I--- ��\`t\... .\ -.\ 1 s/is'0 TAPCONS XL W/ 2 1/4• W/I O.D.x0.060'MIANIZED STEEL \'. 2'7�2•,�- N=\.\ i lAin. EMBEDNENT® 24"o.c. f WASHER®24'ox. 4 3/8-Min.ED. �\\ 4 3/8' Min.E.D { ` \ MIN.E.D. T" ............. I \�'• 1` G3 CONTINUOUS POURED - • -� --- ) CONCRETE(rc-3 Id Nn.) Mi 3 1 J2' n.THOCess REQ'O. . i" EXTERIOR 4 3/8" 1 } \ -7 1/4'---- Min.E.D. `A '• END CAP 4 3/8"Min.E.D. CONTINUOUS POURED CONCRETE(fc-3 W Mn.) �\ c 8`MM..THICKNESS f } EDGE IF APPUCASLEJT g N REQ'D. I,Min. } G3 R SECTION X444 W/ G3 # _= II (WALL MGUNTED SHOWN. MAY (INTERIOR MULLION) ORIENTATION } �D�BE ALSO INSTALLED TRAPPED 2 E a �n MOUNTEO PER SECTION Q'-Q' (2-07 a o R i ON SHEET B.) o x ki- - o fs= 0 SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN :3 COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & =� ® } ® H' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND Qr/8 It I Qr/8 SPAN INSTALLATION): s • \; z tj2' \\� :\ INSTAUmm CASE P - RESIDENTIAL AND COMMERCIAL 1 Mn. E.0 1 7 1/2`x1 1/2-xO.062".CONT. ALUM. APPLICATIONS WITH f60.8 p.s.f. 4 3/8' --- ANGLE. W/ 1/4 00/4' ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE I MIN. E.D. \ 1 TEK SCREWS ® 24' o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION ® SPACING. VALID FOR CONNECTION TO } CONCRETE W/ HILTI INC HUS-H OR X4 �-- -~ ^^ I X4 POWER FASTENERS WEDGE-BOLT DTP.TOP/wa"3 1/2• `, } (TIP.TWW/-=) ANCHORS. I INSTALLATION CASE Il' - COMMERCIAL APPLICATION FOR t100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/s' j e KWIK BOLT T2 EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL P.TOP & BOTTOM). EDGE IF APPUCABLE, CONTINUOUS POURED • SIDE RAIL QD NOT SHOWN FOR CLARITY L CONCRETE(Pc=3 W MTn.) I,111• 8"Min.THICKNESS RWD. � [��• ''�i� FLORIDA BUDDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION G�3 �`ya?:'ti�CENSF •.��'% omianuccoax auij�us oxWDr. POURED CONCRETE WALL z L SECTIONWa = NG.4416r = R°'�g�°"� " '" °gym/�°�° * * I11 �C O�Nc. EXPERT SHUTTER SERVICES INC. aAr< 0 INTERIOR WALL MOUNTED MULLION INSTALLATION * ` ®:'�;' " aP� 66E S.W.WHITMORE DRIVE 20-064 A: STATE OF �k'y� 2(] °"°"'exAi wm 6,", `(xa�pn-,m, PM ST.waE.FL 3"" aurmc lro APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING Msfk-A'�44�18�.���`� WALiFRUAIIR1� PE r. ®T�°'"~ I1. ""'all-cm r� sma 1/e-- r ''� 'S�ONAI.� \�`��P.E.SEAL/SIGNATURE/DATE u� µ,me ....... • SHEET13A0.26 r , ) TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES {*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.1.)FOR THE OPENING AND DESIRED SLAT PROCEDURE4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN V(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia,-lb & Ib') THRU-IC ON SHEET 15 TO DETERMINE,BASED ON AN 10- 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(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'V ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX..IT,V OR7),AND DETERMINE MAXIMUM MULLION SP&N(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN G,G &0.(�),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11.1 IA.12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING O�ED�OR VSIA;MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(G,G &C7�� LMAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/Y SLAT SLIP MAY BE PROCEDURE4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART 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 W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 16.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/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 75,AND DETERMINE MAXIMUM MULLION SF® 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( G & ), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEET$10,10A,11.11A,12,12A,13 813A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILINNG�®ED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE MU LLION & 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&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(ANCHORSA&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. FLORIDA BUILDING CODE(Non Egli Velocity Hurricane Zone) �\a vCENs ':�9�� ozozo m1Fco INC. Nautilus °RArW"r 6r: RoHiasMmker5yown No.441fi o6/a/m6 1L ECOINC. DAM * * t muff TESTING&ENWHEERING COMPANY EXPERT SHUTTER SERVICES INC. esa m a s.�,Mo7a1 wam4 n m 66a S.W.WHRYORE DRIVE 'o STATE OF �:6et>osa+,-,=.rm:cmlan-,m, PORT sr.waE n 349e4 DPAWM e-a1N1:4'aceoeeelswe PRANG(i0)749-1059.FM Om a71-am %��.1'' �(ORIDP •'a�-.� - VDIM AOOa677Jr.P.E aee.� m[ a.tr oer�o, mar i��i'�sS••�•.•. •' ��\�\'�E.SEAL/SIGNATURE noRlaa UN s41a7 a.n-w_ A � SNm is orsB a 1 1 1e 11111111111111q\ SLAT PERFORMANCE CHARTS Ia. Ib. Ib' 1& IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.1),PRODUCT MOUNT CONDITION MCLUDINGANCHOR TYPE AND FOR INSTALLATIONSVW OR WTO CHART Ia CHART Ib CHART Ib' CHART IC USE YNOYUM YALUIi t3flWWEDi P06ITfrE-AND NEC.vIVE-ASD..LOAO _ _--------- - --- - - USE W)a14UY P051114E ASD.LOAD VALUE 3/8"0 K MK BOLT 3 ANCHOR 5116"e TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR POURED CONCRETE To POURED CONCRETE TO GROUT FILLED CELL.CONCRETE BLOCK MAX, MAX.SLAT SPAN MAX.SLAT SPAN MAX.SLAT SPAN REQUIRED MIN.SEPARATION TO GLASS A.S.D. 'LMAX.' (FT) 'Lw1L'(Fo 'L x. (FT) MEASURED 70 BACK OF SLAT(In) DE SIGN WALL 7pom Bu�ucuON-rour mmD-our twL T ffED Buaa Cur Bun-M WALL 1FUPPEo rwaO-our MILD-.OUT W/O STORM BARS W/STDRM BARS RATING ROW LUINT €� T� W=ff W/® MOM MOUNT F�Nr Iy[ mm w/Q MOUNT uanvr_ E�LN+r 9C vOw+r W/© ZONESWIND WIND ZONE z WIND ZONE (pa}) SEE NOTES# SEE NaTs# SEE NM# SEE T1oTTs# sa TAtrTs# Tg Nuns# S, •I* sE tan# SEE WORS# seE xOBs# L�€J�®# sF><xm¢# 1-3 4 1-3 4 300 20'-0' 15'-4" _20'-0' 20'-0' 20'-0' 15'-4' 20'-D" 18'-0' 20-0' 15'-4' 18'-D" 15'-6" _ 1' 14 1/2' 6" T _35.0 20'-0' 15'-3' 20'-O' 18'-0' 20'-0" 15'-0' 19'-0' 16'-3' 20'-0' -15'-0' 1W-3-- 14'-D' 1- - 14 1/2' ----6'— 7' 40A 20'-IY 15'-27 IV-7'- 16'-6' 20'-0' 14'-w 17'-V 14'-10' 18'-11' 14'-5' 14'-10" 12'-9" 1'_- 14 1/2' - 6' 45.0 20'-0" 15'-0" 18'-0' 15'-3' 20'-0' 14'-2" 16'-0" 13'-9' 17'-4' 14'-2' 13'-9" 12'-0' 1' 14 1/2" 6' 50.0 2W-W 14'-10' IV-9' 14'-2' -IV-1" 13'-1' 14'-10" 12'-10' 16'-2' 13'--1'- 12'-9' 11'-0' 7' 14 1/2- _ 6' 7- 55.0 -20'-0" - 14'-S'_ 15'-B' 13'-4' 17'-9" 12'-4' 13'-11' 12'-1' 15'-0' lIV-4' 12'-0" 10'-6' _1' 14 1/2" 6' 7" M 60.0 _19'-5' 13'-9' 14'-9 12'-7' - 16'-9' 1V-8' 13'-2' it'-5' 14'-2' 11'-8' 11'-4' _10'-0' 1'_� 14 1/2' 6" 7- 65A 18'-4' 12'-11' 13'-11' I V-11" _ IV-9' I y-0" _ 12'-5" 10'-11' 13'-4' 11'-0" 10'-10'_ 9'-6' 1" _ 14' 6' 7- 700 1T-4° 12'-T' 13'-3' 11'-4' __15'-0' 10'-6' 11'-10' 70'-4" 12'-9' 70'-6' 10-4' 9'-0' 1' 13 1/2' 6'--J-T 75.0 16'-6" 11'-7 -12'-7" 10'-10' 14'-3' 10'-0- IV-4- 9'-11, _ If-$ 10'-0' V-10'� 8'-10" 1- 13 1/2' 6' -- _ 7" 80.0 15'-9' _ 11,-0'- fY-0' 10'-5'- -73'-7' 9'-5' 10'-10' 9'-7- - 11'-7' 9'-5' 9'-3' B'-6' �-1''--^13° 6' 7- mo 15-0' l0'-6' -IV-7' 1D'-0"_ 13'--0" 9'-3' 10'-5'_ 9'-3' tt'-2' 9'-3' 9'-0' 8•-3' 1' 73' - 6' 7" 96.0 14'-2' Y-1' _11'-2' 9•-B' _ 12'-6' 8'-10' 10'-T 8'-71' 10'-9' 8'-10' 8'-7_0' 8'_-0'- --_1' _ 12 1/2'. 6' T_- i. 95.0 13'-5'- 9'-8"-_ 10'-9' 9'-4' y 12'-0' W-5' 9'-9' 8'-7- IW-4'- B'-5 B'-6' 7=9' Y - 12 1/2' 6- 7" 100.0 12'-9" 9'-4' 10•_5• -8'-1' --1V-B" 8'-4" 9'-5"-.. 8'-4' - ID'-Cr -`8'-4• -1'-3- 7•-6'-_._.1' 12" 6' 7- _ 1AriA 72'-2' 9'-O' 10'-7'u 8'-9� I7'-3' _ 8'-0' _ 9'-2' 8'-2' _-9'-8'_- 8'-0' _ B'-O'_ 7'-,V 1' 11 1/2- _ 6' _ 7'- 110A 11'-7- 8'-8. 9'-9' 8'-6' 10'-11' T-10' 8'-IW 7'-11' �9'-3' 7'-IW 7'-9' _7'_2" 1' 11 1_/2- 6" 7' 11S.0 _ 11'-i' 8'-5" ._ 9'-6•__B•-4' -- 10'-7' 7'-8" B'-B' 7'-B' 9'-0' _7'-B' 7'-8- 7'-0" 1' 11 1/2' --6._ '7- 120.0 10'-S' 8'-1' 9'^3' B-2' _ 10'-3' T-5'- _-B'-5" T-6'! 8'-17' T-5" T-5' 6'-10" 1' 11" 6' 7: - 126.0 10'-2' 7'-9'- 9'-0' 7'-i t' 10'-0" 7-2- 8'-2" 7'-_4" 8-8'- 7'-Y 7'-3' 6'-8' _1• 11' 6' 7' 130.0 9'-10' 7'-6' 8'-9' 7=9' 9'-9' _7'-0- 8'-0" 7'-2" 8'-5' Y-0' 7'-2' 6'-6' 1' _ 10 1/2' 6' 7' _ 135A 9'-5' 7'-2- 8'-6' 7'-7' - 9'-6' 6'-7D' 7'-10' 7'-7' B'-2' 6'-IC' 7'-0' 6'-5' 1' 13 172" 140.0 ---9'-l' 6'-11" 8'-4' 7'-5' 9'-1' — - 7'-8' 6'-1Y 8'-D' - 6'-10' V-4' 1' 10 1/2- 6' 7' M.0 W-10' 8'-2' 7'-3- W-10' - 7'-6- - 7'-10' -_ - - 1'_ 10' 6' 7' 150A B'-6' W-W 7'-2' - W-67 - 7'-4' - 7-9' - - - 1' 10� 6'-� 7'— 155.0 B'-3' - 7'-10' 7'-O' B'-3'~ - T-2- — 7-7• — - - I. -to" 6• 7• 160.0 B'-D' --T-8"-' 6'-10' B'-D' - -'7•-7• -- T-5� - ..- - - - - 1' to" I 6" 7' HQj>ra: 1.ABOVE INDICATED MAX.SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT ```` ill11111IHV ' SPAN AND A.S.D. DESIGN PRESSURE RATING. R A�' t�(/4 FLORIDA BUILDING CODE(Non High Vtto i Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH .�Q�'•'" d''�i 02020 TR]ECO INC. • MwN 9n 31WO KWIK BOLT 3 ANCHOR OR 5/16'e TAPCON XL ANCHOR, IWO �:' \GENSF'.,�P Nautilus W. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR /_ RoJ hWShud&r5Yfiftls aS/O/20:O WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION.VAUD FOR No.44167 `_E C O Inc. EXPERT SHUTTER SERVICES INC. DATE WALL MOUNTED. TRAPPED MOUNTED. AND BUILD—OUT MOUNTED. * TLU Tr 7TSrINC 3 ENGINE[pINO COMPANY j,3 6lSS N ( Nr �o. r�sstW 666 S.W.VAMORE OWE 20-064 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE STATE OF a-11nt Wt wo-I. Papr sr,wcN:r4 a4ea4 DRAWING No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. %gyp F fA Oaa6tI9 Nmpc eon m-Froc.rAx(m)mT-®w o, �OR10Q ' � wAurn w nuTr 2r P.E •• r�oM m� -. � //Fssi•.••.•. E.SAL/SIGNATURE/GATE Fl.aR LI/;t1 e7 �~ m"-w �n sprErtS or sa - I/III111111111111 -- MAX.ANCHOR'S SPACING SCHEDULE Vag FOR A GIVEN PRODUCT MOUNTING TYPE.W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT AsO. SLAT SPAN RANGE Omam RAPRF G 0'-4't > 4'-5't >5'-6't > 6'-7't >7•-9't >9•-12't > 12'-16't -(PA ----- -- s 30.0 91• 9" 9" 9" 9" 9" 9" 9" >31-40 9" _-_ g" 9a 9° ._ 9" _'--'-- 9" -- >41-60 9° _. 9^ ~g• - g• _ g• S. 7' 5 5j9" >st-BD g" - mm 9" — s"-^- S. — 9" - a' 5 5/8" 5 5/8" - r—SLPT_i t LSIAT SPAN FOR A >81-105 - g" 90--'-- 9" -—..9s..— 9y— 6 1/2"T 5 5/8nL C�� GNEN A S.D. DESIGN 2o s" �� � 96" - PRESSURE RATING SHAIt 28 j, 6" - NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT 9' T T _ SIAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 15. TRAPPER MOUNT ISM DESIGN . SLAT SPAN RANGE PRESSURE G 0'-e t > 4'-5't >5'-6't > 6•-T t >7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(DSI, 9" 9" 9 >31-40` 8 1/2" _A" >121-iO SF >141-160 9' 9" I - 6" - - - BUILD-OUT MOUNT Wift FPRIE' SLAT SPAN RANGE 0'-4't > 4'-5't > s—s't >6'-7 t >7'-9't >9'-12't > 12'-16't > 1 s-zo t E ® E® E � E Et� E E E© E E© E E® E E V9" 9" 9' 9' 9" 9" 9' 9" 9" 9" 9" ' ' 9" 9_ " ' ... 7 3/4_ 7" 7"g" 9� 9; 9g„ 9" 9. g.. g" 9.. 9 g. 9e-- 9, - g" - g"--- 9" 7" 7. 6. 5 5/8" 5 5/8" 5 5/B g" 9" 9V 9" g^ 9" 9 9° - 9" 9" 9" —9' 9" - 9" 9" 7 1/2° 7 1/2` 8" 5 5/8" 5 5/8 5 5/8 5 5/8" 5 5/8°9" 9° 9° 9' 9"-—9" 9" 9" 9" 91— 9" 7" 5 5/8" 5 5/8' S 5/8 5 5/8" 5 5/8 - - _ - >e,-tos _ 9" 9" s" 9' 9' 9° ~9' 9" 9" B" 8° 6 1/2 6 3/4" 6 3/4' 5 5/8 5 5/8° 5 5/8 5 5/8 _>106-120 s" 9" 9� 9" ----9" 9' 9" - 8" 8" 6"--_s 1/2" 6' s" 5 5/8 5 5/8 5 5/8 - - >721-t40 9" 9" 9" 9" 9" 7 1/2• 8" 8" 6 1/2 8" 8"_~ 6' S 5/8° 5 5/6" 5 5/8 - - >14t-760 9" 9" 9" 8" 8" 6" 7° 7- 5 5/8• 6 3/4° 6 3/4 5 5 8 5 5/8' S 5/8" - - - - - - - - - `,�a °„)1)(i11iI J�OUfj�� FLORIDA BUILDING CODE(Non Hgh Velocity Huremna Zone) xP�� ,......./��'' D19G9G RLTECO NC. Nau>fihaS GAA AI BY. �: vcENs '•,rs �"' Ro!/ingShn((e:Spatern ae/a/acaD No.441 7 '— 1�C DATE PANY EXPERT SHUTTER SERVICES INC. TILLIT TESTING&ENGINEERN'COM �._.m•uarsvJ pumO,s n m:ee 668 S.W.wtMORE DEVE 20-064 o=, STATE 0 2� "'O"' '(aar,x11 PORT Sr.LIICIE,FL 34964 • a-mall•L1bmCad.com DRAYANG No IMONC:(NO)749-IUG,.fAi,(773)e71-098G / / TIALTEUA IILLR Jr.P£ �" �0• � �.^ may SEAL SIGNATURE DATE FLWMA Lim 44167 ; m o-w 4 SNE1T 16 OF 98 a A)�fl1NIIlNplttl - MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT WAMbi SLAT SPAN RANGE 0^£a1CN FlIESSURE RAIDS 0'-4't >4'-5't > 5"-6't >6'-7•t > 7'-9't > W-12"t > 12'-16't > W-tot t RUME(Ds11 s 30.0 _ 8" 8" g° 8" 8. _g" 7 1/2" _ 5 1/2" 8" 8" 8" 8" 6" 4" >41-50 -__8- 8• 8. -87 _T8.---�6. ,4" -- 3 3/4"-- t 1(41E: >6t-eo g" B. 8' B" 7" - 4 1%2".- 3 3/4" - MAX. SLAT SPAN FOR A >81-105 8"- 8^--- e" - g 1/2" - 5" _3 3/4" - 3 3/4• SLAT GIVEN A.S.D. DESIGN LOAD -- --- SPAN >106-120 , B. g" g•-- 5 1/2' 4 1J2" 3 3/4" SHALL NEVER EXCEED MAX. - - SLAT SPAN INDICATED ON >121-140 - 8. 7 1/2" -- 6" _ 4 1/2" 4" 3 3/4" SLAT PERFORMANCE CHART >141-160 g^ - - g• - 5" - 4" V 4" - - - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE IJ�'CI RAW 1 O'-4't >4'-5't >5'-6"t > 6'-T t > T-9't > 9'-12't > 12'-16't > 16'-20't RANSEM 6. >31-40 6'_ 6" 6" 6"_ 6" 6° _ 5 1/2 _4 1/2" >41-60 -_6' —_ 6„-- - -6" 5 1/2 4^ >st 105 6' B•-e0 _ 6" __ 6" - 6" 6" 6" --- 4-- --4- - --_- >at- - - 8" - - 6- 4 3/4^ - 3 3/4" _ 3 3/4" - >tG6-120 6° 6^ _--6a - 5 ---4^ 121-140 5 3/4" q" - 3 3/4" 3 3/4"- -- --'- --- >141-160 6' 6" BUILD-OUT MOUNT MkXWW 1 SLAT SPAN RANGE ff 0•-4•t � > V-5't > 5'-6't > 6'-7't > r-9't >s•-12't > 12"-16't >RXIM .1s-zo't RNt 0 0 E� \9 _ E E E �E2 E E r E E @ {� �E E E �E E s 30.0 _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" >3t-40 6" 6" 6" 6" 6" e v 6" 6" _ 6" 6" 6" 6� V 6•- 4" 3 3/4' 3 3/4" 3 3/4° 3 3/4" >4t-60 6' 6"__6°_ 6"_ 6" _ 6" 6" _-_6" 6" 6° 6' 6" 6' 6" - B. - -.4--. 4" - 3 3/4" 3 3/4" 3 3/4" 3 3/4" 281-60 6_ 6- 6" 6'_ 6" 6"- 6" 6" - 5 1/2_ 6" 6" 5' 5" 5" 4' 3 3/4" 3 3/4" - 3 3/4" 3 3/4" --- >81-705 _6- - 6° 6° 6" 6" _ 6" 6° _ 6" 5 3/4 4 1/2" 4 1/2" 3 3/4 3 3/4" 3 3/L33!4 3/4" 3 3/4" - >106-120 6' 6" - 6" 6" 6" 5 1/2 5 3/4" 5 3/4" 4 1/2" 4 1/2' 4 1/2 3 3/4 3 3/4' 3 3/121-140 6_ 6_ 6' 5" 5" _4_ 4 3/4" 4 3/4" 3 3/44 1/2" 4 1 2 3 3/4 3 3/4' 3 3/>141-160 6' 6" 5"- 4 1/2' 4 1/2" 3 3 4 4" 4' 4" 4" 3 3/4° 3 3/ _� - FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone) 0:020 ncTEco a1c o9ANH ST. Nautilus M.P. cc No.4416 i� C' e ry Rouin9S0n(tesSyston+ os/6/zox6 � ,A, � �.� G lb®eae. oA1E nwT TESTING a ENOINEMNO COMPANY EXPERT SHUTTER SERVICES INC. -a STATE OF j �"� 19'6"re`(3 p71- .F< n�-•,yRj,"'� 668 S.W.WHITU RE DRIVE 20-064 S 9 PORT ST.WGE.FL 34984 •� 4-ma9:Wkcn•oaLeom '.��''•F�0R10P �� eA aOaeYt9 n,a1T,teuul 7u-eosR.FAX,mz1 ml-a99a DRAvano No VIALTER A tntR Jr.RE �'•�' �o - '/////ss/OVAL�• P��� E.SEAL/SIGNATURE/DATE rUROA Uc.g 44167 !-.I a,n-a. SHM 17 OF a6 IIIIIIII MAX.ANCHOR'S SPACING SCHEDULE W FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL ASA DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT mw SLAT SPAN RANGE PRESSURE aE�t pAmmo 4'-5't >5'-6't >6'-7't >7'-9't > 9'-12't > 12'-16't > 16'-20't .RARGE_(p.tf.) -.. s 30.0 8" 8" B' _ 8' 8" 6" 4 1/2` >31-40 -- 8" - 8- 8" 8• 8° 7• —4 1/2" - >41-60 8" — 8`__.___ 8" 8" 8` _..4 1/2` 7 1/2 7-~ - 5 1/2" - - - _ - SST t MAX. SLAT SPAN FOR A >et-tas _- e" -T `_ 6" Ll/2" 5_" 4 _ - _ - --— SPAN GIVEN A.S.D.DESIGN PRESSURE RATING SHALL >tos-tea 8' 7 1/2" f4- 41-160 4" �I= EXCEED MAX. SLAT SPAN INDICATED ON SLAT 7" 5 - - - - - — - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLAT SPAN RANGE DESIGN PRESSURE WING O'-4't >4'-5't >5'-6't > 6'7't >7•-9't > 9'-12't > 12'—t 6't > 16'-20't RANX(W.) s 30.0 _ _ 6" 6" 6` 6" 6" 6` 6` >31-40 8- 6" 6,--- -6"— 6• —6- 4 1/2" - 6;.-_ -.--6, - 6. 4 1/2"_ -_ >67-1t15L6' 6` 6. 4 1/2" 4 1/2`6" 5 1/2' 4" 41/2'5" 41/2" 3 3/4"5" 4" - - - - - BUILD-OUT MOUNT SLAT SPAN RANGE pES RE 0'-e t > V-W.t > 5'-8't > 6'-7•t >T-9't > 9'-t 2't > 12'-16't > 16'-20't RAIM RAM(PALL) 0 E EO @ EQ EO E CF E Q (� E E3 E O E s 30.0 6" 6` 6" 6" 6- Is. 6" 6' 6" 6" 6' S. 6" 6' 6' 6" 6" 5 1/2" 4" 4 1/2" - - - >31-40 .__6_ 6J� 6' 6_ 6" 6' B. 6' 6" 6" 6° 6` 6" -.6 6" _ 5 1/2' S" 4" 4" >41-t30 .-._ B. 6" 6--- 6" 6' _ 6' 5 1f2° 5 1J2'..-6' 6` 6_ - 5 1/2" 4 1/2' - - - - 3 3/4' - - - - _>61-80 6` 6" 6" 6_ 5 1/2' S 1/2" 5 1/2" 4 1/2 J 5" 5 4" 4" 4" - - - - - - 3 3/4_" >51-105 _ 6" 6" 6" .6' - 6" 5 1/2 5 1/2'_5 1/2" 4 1/2 3 3/4" 3 3/4" - - _>106-120 6" 6" 6" 5 1/2' 5 1/2" 4 1/2 4 1/2' 4 1/2-3 3/4'- >12t-140 6" 6' S 1/2 _4°-.�4" - 3 3/4' 3 3/4'� - >141-160 5'� 5" 4° — — — — — — — — — — — — — — — — — — ♦♦♦� 1..: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ♦♦ J? 02020 TILTECO GIC. • 13PA"er: ♦�5��'\�GENS :9-; Nau#plus �P. N0.4416 ^ IL ECOtNe. R°I!!°9S!'°fltrsystno 0so%m:o _ TILLIT TESIUNG d ENMNEflUNG CO,,..,, EXPERT SHUTTER SERVICES INC. 1311 xa.am, am,xxsu aumoc,n»rn esa S.W.WillGRE Mm 20-064 // r:m.,paw.- .ra:pwtan-IaI -o STATE O6 Cam`✓/f a 0ov1co PGRr sr. UNIT n.34Gu OwwMG Na 9 rx0xr,f1110 fxam4.av:frr/1 m1-meo - ��QjC''.F(OR1� •\ate♦' q'ALiDTG1lG71��rtJr.P.E acr aas:o, aor •r.r �, ua 4�SS�^••• '• �♦♦�,E SEAL/SIGNATURE/DATE FLOWA Da 1 44167 `- SHFtT TB Or 28 - - ffllllllll111 - 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 BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) I A.S.D.M SLAT SPAN RANGE A.S.D. ESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PsT) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx I Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 _ 90 238 105_ 4_21 135 594 180 999 240 1390 300 _>31-40 10 80 10 �100 386 120 440� 140 398 180 823 240 1328 320— 1823 400 ~>41_-60 10 120 290 150 794_ 180 509 _ 210_ 708 270 1266 360 �1962_ _480_ 2553 582 >61-80 10 —160 616 20_0 767 240 796 280 1007 360 1695 480 _24_2_2 600 2547 59_6 >81-105 123 _210_ _550 263 711 315_ 1142 368 1372 473_ 2009 _591 2492 638_ _ — >106_—_120 313_ 240_ 728 _300881_ 360 1345_ 420� 1587 540_ 2112 _640 — — — — >121-140 552 280 960 350_ 1003 420 1612 490 1869 630 2039 635 — Lj >141-160 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — SLAT �SPAN� *NOTE: SLAT SPAN DEFINITION TTSHAU.BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFYTHAT FASTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHTATSOTH JAMBS. SEETHISSHEET FORVxRVyVALUES. Vy SIDE RAIL,_E:jjLt V. 'i Vy ``�11u1y���11 �U FLORIDA BUILDING CODE(Non High_Velocity Hurricane Zone) �\•..•... d,9�4� c2no'nurm mr. nrau�*�OS DRAWN BY. rya; GENS Nautilus NP• xouT„9sr�aGrsial.>o Df/e/2D2D No.4416 = IL EC O txe. DATE 3* k s� Zr fl TIWT TESnNO ffi ENGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. em xa.aee.a fr m.Mma aimea m amef 6e8 S.W.WHITMORE DRIVE •o STATE OF Rn. lammn-IaTa.ra ommn-1aI PORT ST.LUDIE,FL E49M 20-064 kr a-man:tit cooaot cam pffm o)Tre-fofa.noe CM)57-01 MAWM No 9 p <4. eA-000 0 �ORIO a WAUEx A TxD rJt Jr.RE fn.. aemna am o. Dena mx ���i�'CFS+'•. �•�?�`jt SEAL/SIGNATURE/DATE RDPoM U./441e7 mn-w •' ,. SNEET IB of26 //llllllllllllll111" SLAT PERFORMANCE CHART IbI ICx: (ONLY VALID FOR VT SUP) SLAT PERFORMANCE CHART Hbf & U01:(ONLY VALID FOR 11,V SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRAD A.S.D.DESIGN PRESSURE RATING(p s f)SLAT FORA GIVEN MAXIMUMASD.DESIGN PRESSURE RATING(P.sO AND PRODUCTMOUNT FORA GNENAMIMUMA.S.D.DESIGN PRESSURE RATING(p.aQAND PRODUCT MOUNTCONDITION FOR $LIP 1/8"AND PRODUCT MOUNTING TYPE FOR ,FRAM ES WALLS CONDITION FOR INSTALLATIONS WO STORM BARS PER DETAIL2 BELOVf INSTALLATIONSWIO STORM BARS PER DETAIL2 BELOW W12W'STUDS.AS PER LIMITATIONS ON DETAIL 1 1�L"3U';7LY w=-BDwm pasnam AND rS910AE Am wa um wmu IDOE"I um wm USE R=CHART Ili CHART ICI - -CHART%�1 CHART Ilcf YA1C- -rem siTVi ro- . tZ MN E SEMI F03M A.S.D. Gm Ka9m 1D IV=OF '1 um"(R) WOOD GRADE DESIGN CO) 5l1�®TAPCONXLANCHOR 5116"0TAPCONXLANCHOR ASDASD.UDIDNIUIE RA1W0 [! f O=6w W/D STORY BATS MASL ClA1L SLAT SPAN NA SEfwww EbSX. REQUIRED EM SLAT SPAN Rm0m 191 Suwtmm (P•�f•) fyla . A.S.DESID. •�°(H) RAW ` 70 SUIT 60OFASiGv •�_(ft) 10 G1dLR 1D SOUTHERN PINE 92(G=0S5) 60. 4'-5' 4'-5' P] Y In SU1D_w W/ WIG STORM BARS � N/0 STORM BARS DOUGtAS-RR-SOUTH(G=0.46) _ 60 a'-V' 4'-5' t' F51 RATING ""'� f D ((aT SPRUCE PRIE-PR-StIH(G�.36) 60 4'-5' 1 4'-5' (P•e•t.) (P•af•) st[RG®A (ME Im>isA) W66 mm Ium cMZ= 3D.D° 10•-0' 10•-0' _ 30.0° 8'-3' 8'-3' e'-3'_ 1' 5 1/8• Yn 3SA 10'-O-O' 10'-0'-- f0'-0' 1• 7 1/2 3&0 a 7'-9' T-9- 7• -9" Yp 40A 0O 10'-0' 10'-0' f0'-o' 1• 71/2" 40.0- T-r -7'-7- - - 71-74 - r 51/8• � r ;••.)��yi,.y 7%%1L!%%%/%/l/l�%//1/ 48.0�° 10'-0• --10•-0" --IV-0' ....- 1'—7 1 2• 45.0— 7'-4•-- 7•-a• 7'-4- r 5 1 8• <�i%✓/%.�//�..,.lG — --- ------ SOL m f0'-0' 10'-0' 10'-0• 1' 7 1/2• SD_0 c 73""�,7'-3' 7'-3' - 1• _5 1/e" 1 ____.__-.____ 10' t0'-0" to'-0_ 1_ _7 1/2° 61i.0 dO I -O' TO'-0'- 10'-0' 1' - 7 1 2' ..60.0— 7'-3' 7'-3- T-3'- 1' S 1 8' !I�•ti j�1��-f ( I 7 1 :i tr i j \t! FGR WNL UOUNi A I i 1 . SLAT PERFORMANCE CHART MI:(ONLY VALID FOR 117'SLIP) [ �-_-. ! TO 6U1D-= 11!f 4 3/,1Rt: j I I m PPD.'T.•G WOTX 11VIL 1j FORAGIVEN MA%MUMAS.D.DESIGN PRESSURE RATING(µ�QAND PR000CTMOUM i:t y�tri!� ' I j �• II I n CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW ! i-I li I •� I I! ,j \ I t lI m CHART MbA CHART T&EC Y MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE i I I LL°.mR4iLG 1 o !��1� \\\�\\`�\;`,, `iA MOD Arm F\�\ �;:��\\ 1 2 w.wmaD AND MAXKN 1MLE VALID FOR DOURAS-FIR (0-0.46) �_/ SOUTHERN FEE 02 Pam) gym (2)2 i4'1190D STUCS Y!/ (2)2 aS HOOD SUDS 5/16'0 TAPCON XL ANCHOR LEE Acne S°��-MSRH(�) (INP-EACH SM )t DETAIL 2(ELEVATION)(TYR EACH SIDE )t p VA11D FOR DO=A%-FaR­SmnH(0=0,46) DETAIL I(ELEVATION) C^AX T( m 9DUDfflOd 1'ite¢2(( 0`.()i I ;---( 1---�a!—� AS.D. C DESIGN I am=OF.a"00 1 WD FOR S01.1111HEN PME P(0=055) R�1 !'D=W 100 w/ rxa W/ W/0 STORM BAFS C IulTBao '€y � 1a,a I 4 Tt� 1Es Mff3S ism I as A)C=xwmm duo xa� SLAT SPAN DEFINITION!DEFINITION! SLAT SPAN OEFINRION ) > 3tO0 aO° 1122''--00'" 1122''--D0' 999' 4UA 12'-0' 12'-0' 12'-0• 1' 460 12'-0' 12-0' 12'-0' • •' 9' 1.ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF 'EITHER SIDE OF OPENING SHALL BE 33". ````\t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) . ' ... .... i INSTALLATION INTO WOOD FRAME STRUCTURP\'\\CENSF ��% ozola ml�a INC: Nautilus GYWM BY. P ND.44]67 _ - Rom .QUlfters IL E�®ono. 9 , /OAAT ° R TESTING R ENGINEERING COYPANy EMPERT SHUTTER SERVICES IMC•TILL 668 S.W.WHITMORE DRIVE rnm..1Xo)oT1-1}A.cm,13CS)�1_76T7 20-06N 0 STATE OF r / e-mes 16eroIIc°Lcom PORT ST,wGE.FL 3a98a pR�nR1C N. O F kr. G-0006719 TRWR te0a 7�9 903a.TAL Lm)071"M :•. (OR10% �4? wuTERAnulrJr.P.E. �a Hsu oR n.a rev °rt 4A7 d'S+••......`' E. SEAL/SIGNATURE/DATE ALTER Gal"167 . an,1-w sxEEr zo of2a Ibfl/lllll{IIId1 - MAX.ANCHOR'S SPACING SCHEDULE III FOR A GIVEN PRODUCT MOUNTING TYPE WOOD GRADE,A.S.D.DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE * WALL MOUNT&BUILD-OUT MOUNT TO 2'W'WOOD STUD WALL MOUNT TO O.2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 9 ON SHEET 20) '(SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE DESIGN• SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING d-0"to 4•�'t RATING dte4">M1toy*>S`bV%('to7">76T9'*>9'toI0' >Idt012' RANGE .9. RANGE ..f s 30.0 6" 5 70.0 6' 6" _ _ 6" 6" 6" _6"_ 5" SOUTHERN PINE $2 45 T— 6; SOUTHERN G=0.55)PINE Z a5 s"--_6" 6. a" ell -5. - 4 4/4" 3 �2" 50 — 6" 50 6" _ fill 6" -6' 4 3/4"-3 1/2" 60 6" - — 60 6" fill 1 5 3/4' S 1/4" 3 3/4" 3" - DOUG'uLS-FIR-SOUTH <— 30.0 6' DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" s" 5" (G=0.46) 40 s" (G=0.46) — as 6" 6" 6' 5 1/4" 5 1/4" 4 1/4" 4" SPRUCE PINE-FIR-SOUTH s 3a.o s° SPRUCE PINE-FlR-SOUTH s 30.0 6" fill1/4" 4" 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) DESIGNSLAT SPAN RANGE WOOD GRADE PRESSURE or-4= > 5 >5-6" >t 7'` >7-9'* >V-to'* >1G-tE' RATING o RAN E .B.f GDUNN W/E IiOUM WltE tcotalN w IlDlarr l7lE NGUM O�ttGU:R O/r E9U11r l'f E Nar6r 7 E marN W�tlGINr W t1oIRNr v MINRALDT vAr erolu+r v naaa 1Y�0 s 30.0 6" 6" 6" fill 6" 6" 6" 6" 6" 6" fill fill 4 7/2" 4 1/2" ERN PINE 2 ao s" s" s' fill s" s" fill 6" —fill _ 6" a 1/4- 5 1/4" a 1/2" a 1/2" SOUTH (ERN PI) 45 6" 6" fill 6" -- 6" 6" fill 6" 5 1/2" 5_1/4" 5" _5" 4' 4" _50 fill 6" B. 6" 6" _ 6- 5 i j 4" 5 1/4" 4" 4"___ - - 60 6" — 6" 6" 6" 6` 6" 5 3/4" 5 3/4" 4" 4" 3" 3` - DOUGLAS-FIR-SOUTH 5 30.0 6" S. 6" 6' 6" 6" 6"_1 fill 1 6" fill 6" fill _ 5" 5" (G=0.46) 40 6" _ fill - 6" - 6" 6` - fill 5 1/2" 5 1/2" 5 1/2" 5 1/2' 4 1/2" 4 1/2" 4" }` SPRUCE PME-FIR-SOUTH s 30.0 s" 6. s" s" fill 6" 6" 6" 6" 5 1/4" 5" a" a" (G=0.36) *NOTE ``la\' I( 11 1/l14i� FLORIDA BURRING CODE(Non High Velocity Hurricane Zone) MAX. SPAN FOR SLAT FOR ��`��Q�� " ""• �ij�i 02020 TILTEC0 0Ic • WN BY: A GIVEN A.S.D. DESIGN S�; ��GENS '' = email#Ills 01AM.P. PRESSURE RATING SHALL ��.....��c�(� RoH�ngSBcttorSgatem ue/a/2oza NElin EXCEED MAX. SLAT - No.44y6 plL�GM�Rg6 GATE SPAN INDICATED ON SLAT c*t �i >r' !�/ TI0.1T TESTING @ ENGI14EERING COIAPANY EXPERT SHU77ER SERVICES INC. 6=u.a!!.54 bL.1a5.M1GNA fJFPERS m— 666 S.W.WNOUOBE DRIVE PERFORMANCE CHARTS ON ='fl• S7ATEQF � ° °`170fS1"'0a°'r `mow"-"" PORT Sr.wclE,ti x9a< 20-064 .Q. e-mail:MecoccoLarn ORAwING tm SHEET 20. �' c G v rNo m(aao)7<o wsc.M CM)e71- CA-OGG6719 y�,c' CO ..... •' WALIEA A T0.Lff dr.P.E a*•� aa�a n— �irrCCSS•........• \``j?, SFAL/SIGNATURE/DATE FURIGA 11 g uf67 mn-u. SNEE7 21 or 3a /fff/11111111111111 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)'" AS�M STORM BAR SPACING (Fr) DESIGN - -PRESSURE _... - - - - - - ----- RATING 2' 2.667' 3' 3.5' 4' 4.5' S' S.5' 6' 6.667' 30.0 11'-0" 11'-0" 11'-0° 11'-0" 1 V-0" 1 1'-0" 11'-0" 11'-0" 1 i'-0"_ '11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" _ 11'-0" 11'-O° _11'-0" 11'-0"^ 11'-0" 11'-0" - 11'-0" y 11'-0" _ l W/ i OR MORE STORM BARS PER SHUTTER. 4D.0 11'-0" 11'-0" 11'-0" 45.0 1 t'-0" 11'-0" -- -0° -1 V-d" 11'-0„ 11 -D 11 -0 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0"- 11'-0° THIS REGION IS ONLY VALID FOR INSTALLATIONS -- -� ----- -_- _-- -----_---._ - - _- _.. W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 11'-0" it'-0"_ 11'-0" 1i'-0" 11'-O" 91'-0" 60.0 -11'-0" 11.-0., 11'-0" -_11'-D°_ 1i'-0`--11'-0"_ 11'-0 11'-0"__ 11'-0` ° &5.0 -t t'-0" 11'-0° 11'-0° ' 11'-0" 11'-0" 1 i'-0" 11'-0" 11'-0" 76.0_ 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" _ 11'-0.' - 11'-0" 11'-_0° -75.0 11'-O" 11'-0" 11'-0" __- 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" ? - 85.0 -11'-0" 11'-0" 11'-0" 11'-0° -1:'-0" 11'-0" 91'-0" - 9D.0 i 1'-0" 11'10" 11'-0" 95.0 1 i'-0" -11'-0" 11'-0"- I i'-0" 1 1'-0•' 11'-0" i00.0 11'-0" _ 11'-0" -11'-0" 11'-O" r 11'-0" - 105.0 11'_-0" ill-O., 11'-0" 1 t'-0" 11,-0" - - - - - 110.0 _11 -0"- 11'-0" 1 1'-0"- 11'-0" 10'-10" - 115.0 11'-O" - 11'-0"-- 1 1'-O" 11'-O" ---- 120.0 11'-0" 11'-0" 1 i'__O"_ 11'-0" _ 125.0 11'-0" i 1'-0" 11'-0" 10'-10" - 130.0 11'-O" 11'-0" 11'-0" 135.0 ^11'-O" 1 V-0 1 1'-0" ---- 140.0- 11'-0" 11'-0" 11'-0" -- _ --- - -- �- - - 145.0 155.0 i1'-0" _ 11'-0" -- - -- - -- - - 180.0 I V-0" - --- - - - - - - - MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN -1 `�1��t���� n'Hi FLORIDA BUILDING CODE (NGn High velocity Hurricane Zcne) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR.J .•.••••"••• , J y� e2D20 TMTEro 1 �r �. \LENS Naufff us DRAWN ' C= �� RoubTgsecuersgatem 06/81202G NG.449 7 •-� >tILIEC®-il�e• EXPERT SHUTTER SERVICES INC. DATE 3 / n�_ 71LUT TESTING G ENGINEERINO COUP-.1 �/ Cv W "^•nx u".s.s�.:m,vaCnA GV.�"5,n J.m 668 S.W.WNITNORE DRIVE 20-064 PORT S .STATE d, ;Q�/C / vm..: T.LUCE.EL 34984 G�_ c- 1:6nec.OwW.c°m oR4tlWc xn G-ccD6719 PROIIL•(8°O)]lo-EDS6.EA2:(T72)G)1-PJP! ����'• F(ORID 4 WALTER A.TROT tr.P.E OF 26 m.es SEAL/SIGNATURE/DATE UC.®44167 aD"a" Mm BERET�( ��TrHirutptTpTO� 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"(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.) &STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f) 8 STORM BAR SPACING (ft) oe�inl STORM BAR SPACING"a"(Fr) STORM BAR SPACING'a'(FI) eta 2' 2667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 10 2' 2.667' 3' 3.5' 4' 4.V 5' 5 5' 6' 6.687' ----- _ - .._ . .- ._ _ ._... ._. 30A A.B.C,D AB.C.D AQC,D AB,C,D, 0.8,C,D AB,C,D AB,C.D AB,C,D AB.C,D_ /\RIGID _ 30.0 A,B,C.D _B,C,D A.B.C,D -A,B,C.D 0.8,C,D A,B,C_D _�1B,C. A r 0.B,C _A,B,C 35.0 B.C,D _AB.C.D A,BlC,D &B.C.D 'AB.C.D /�BB-C,D B.C,D AB.C.D AB.C.D A,B,C,D 35A AB,CA A,B,C,D AB,C,D B,C,D AB,C,D 0.B,C A,B.0 AB,C 0.B p 40.0 A,B.C,O A.B,C_D _AB,C,D AB,C,D �A^RIGID A,B,C.D� 0.8,C,D B,C,D _ 0.8,C,D A,B•CCD 40A �A B`,C.D AB,C,D AB,Cy_ A,B,C•D A•B,C BC 0.B•C A _ A A 45A A,B,C,O AB.C.D _ AB,C,D A.%C,D AB.C.D _A,B,C•D _AB.C.D AB.C.D y A,B.C,D AB.0 45.0 A.B,GD ABC,D AB,C.D A.B.0 _Ar8_C A.0.8,C_ A A A A _ 50A 0.B,C.D A,B,C,D 0.8.C,D 0.B,C,D AB.C.D AB.C.D A,B,C,D A.B,C.D _NB•C•D AB,C_ 60A A B�C_D A.B,C,D AB,C,D AB•C AB•C__ A_ A A p __ A SSA A.B.C,D A.B,C,D AB,C,D AB.C.O - B,C,D A,B•C,D _ AB,C,D AB.C•D ABC ABC 65,D A,B,C,D AB,C,D A,B,C 0.B,C A _A A A __ pT __q 60.0 AB.C•D AB.C.D A.B,CA A,O.C.D --AB.C.D _AB,C•D AB•C,D AB•C _ AB•C AB•C S&O 0.B,C•D _ ABC AB,C A•B A _ A __q_ _A A _A 66A _A B,C,D A_,_B,C,D A,B,C,D _ AI&I- _AB,C_ AB_C,D 0.8,C q,B•C As __AB _-- 6&0 A•B,C,D __&B•C _A•B•C A v A A _,_,A_ _ A_�- A _ p 7D.0 _ A,B,C,D AB,C,D _ AB,C,D AB.C.D _AB.C.D 0.B,C 0.B.0 &M A,B__ A 100` A,B•C•D _AB,C �A,B JA_-A q _ A_ A _A_�_ p p _ - 73.0 A,B,C•D_ A.B,C,D AB,C,D AB,C.DD-_AB,C•D AB,C A,8 C AB __!_A A^ 7bA A,B,C,D VAB,C _ pA p60A AB.C.D IL9,C,D AB,C,D tiB,C,D AB•C AB•C A.% A A A 60.0 AB.0 ABp A p8" A.B CID IsB.C•D q,B,C•D AB C•D A.B•C A,B,C_ AB__M A A A03.0 ABC A Ap q AfiOA 0.B,C.D AB,C,D 0.B,CA A,B.0 �A,B.0__ AB•C A A A A G0.0 0.B•C _ A A p95.0 AB.C.D A,B,C,D _AB•C,D A.B.0 A.B,C AB A A A A 95A A,B.0 A AA, A A f00.0 A,B CSD ._A.�B•C•D 66. C•D ___ABC-_ AB•C A A A A A 1WA AB•C A _ _ A A _- A �- -- 105.0 11,8•C•D AB.C.D_ 0.B.0 ABC 0.B A A -- A_ A A -105.0 AB A A q - A 110.0 A,B,C.D _A B&C•_D JAB.0 A.B.C. A A A A A _ A 110.0 A A A _ AL- 7 - 115.0 0.B.CGD_ A B,C D__ A B•C __A.B•C- A _-_A -- A A A A 117A A _A _ A _ A - -� -120A A,B,CD AB•C-_ .R.0 AB A A A A A A IZD.0AAA _.___125.0 0.B,C.D AB•C0.B•C A A AA _ A ___A__ A _ 125A_ _ A - 130.0 0.8,C,D AB.0 p,B.0 A A A A� A A_ A 130A .. q._ A A - 135.0a,BC.D _ qB•C AB-C A A A A A A - 1�A A A --- 140.0 BCDA,B.0 AB A A A A A A 140AA A A - _ 145A A.B.CA _AB,C __ -A A A A A A A145.0 -' A A 160A A,BLC,D_ A,B,C A A A A A A - 50A A A __185.0 AB.0 AB A A yp A A A - _- 155.0 A A . _180A A C A.B A A A A A - ANCHORS TYPE LEGEND A 3/8 a CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/2 1/2" Min. EMBEDMENT*& 5' Min.THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"Oxi 1/4"POWERS CALK-IN ANCHORS W/ 1 1/4'Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) &3/8'e-16 MACHINE SCREWS C 1/47Ox3/4"ALL POINTS SOLID-SET ANCHORS W/ 7/8' Min. EMBEDMENT*TO POURED.CONCRETE (f'c = 3000 psi) & II 111 a-20, 18-8 STAINLESS STEEL MACHINE SCREWS ``��� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCR �Q� J�i o o mxam+�coinc. Nautilus w er: D 5/18"e TIW/BUILDEx TAPCON ANCHORS W/ 2 1/4"Min. EMBEDMENT*TO POURED = No.4416 � �'� �� I `'0 INC. Rottmg5lyotbrSyaeem 06 W,TE�CONCRETE (f'c = 2899 psi) =1F * =-�� nuR 1ESnwO a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SM M aen a sd.an.Kc9u r�q n area Imo.,wJx„_,an sae S.W. nAma�DOVE 20-064 EMBEDMENT G BEYOND ANY FLOOR CEILING FINISH 9 . <Lr .-.ou:mxwo"acan PORT ST.% LUCEE,�349W a�A'.FCORtDP -o00e71R ma2n 1 sa-ema.rAc cm1 er,aevo owmxO N" wu1ER A tel.R Jr. i�i,4�,S/O.•...�` .E.SEAL/SIGNATURE/GATE ew A ua/ale? oon.,,. - SHEET 23 OF2e eeeleunnl SCHEDULE la FLOOR TO CEILING ffRAPPED)MOUNTING SCHEDULE MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(D.s.f.),& A MAX.MULLION MAX. SPAN FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. SPACING(ft)' DESIGN PRESSURE RATING(P.S.F.).& A MAX.MULLION SPACING tFT)' MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(FT) MAL ASM MAXON mmm ©4W'x1/4"MUWON G1 4x8 x1/4"MULLION G2 4'x7-xig'THICK pir FLANGE)MULLION AS Is�X ©4'k8 k1k"MULLION G7 4x8'x1/4"MULLION G2 4 kTk1l4'THICK PFESSURE�� 5PA19rcFLANGE)MU �) (�. ORIENTATM JF1 ORIEWATION 02(Q) ORIEMATxx!61 (3j ORIWATION 82(Q) ORIENTATION 01 (fit ORIENTATION�2(0)t R%TOQ (n) OWEMATON 1 t ORIENTATION 2( ORBNTA710N,qt t ORIFMA710N Q2(Q) 091EMA7NN fl2(Q) ETID 911E780R B[D I INTEROR END IMERIOR END INIFTOOR END END IMMOR END IMFUOR END INTERIOR END INIEMOR END I INTERIOR END WMIDR 3a0 20'-0' 7'-10' 9'-8' 7'-3' 12'-0' B'-4' 10'-7' B'-0' 12'-6' _ F-8' 7'-6' _12'_6' 30A 20'-0' 7'-10' 9'-8, 7'-3' Ir-0' 9'-4' 10'-7' _ 8'-0' 12'-B' 7'-6_' 12'-6' 35A 20'-D' T-4' 9'-3' 6'-8' 11'-5'- 5-8' ..1D-0' T-7' 1Y-8• B'-11, B'-1Y 12•-8' 35.0 20'-0• _7•-4- 8•_3'-_ 6'-9• 11•_5• -8'-B' 10•-0• 7'-7• 12,_6• - 6'-1t•' 12•_6• 40n._ TO'-0' 6'-10' 8'-10' 6*-4'-_10'-11' �W-7• 9'-7' - 7-3' 12,-B' .. B,-5' 6'-8' tY-6' 40D 213'-0' 6'-10' B'-10' _ 6'-4' 10'-11' 8'-1' 9'-7• 7-0' 12•-6' 8'-8' 12,_0 45A 20'-0' W-6' B'-6' --W-6' 10'-6' 7'-8' 9'-3' 6'-17' 1Y-8' _ 7-11' 8'-2'- 72'-6' 460 20'-0" W-B' _B'-8' 8'-6' 10'-6- Y-8' 9'-3' 6'-11' 12•-6' 6•-2- 12'-6' 6a0 20'-0' 8'-2' - 8'-2' 6'-0' 9'-it• -7'-4'_ -B'-II' B'-7' 12'-6' - 7'-4' 5'-11' 12'-6' 50D 2O'-0'• 6'-2' B'-2' 6'-0' 10'-Y _7'-4' B'-11' 5'-3' 12'-8' 5'-11' 12'-6'' 5W 20'-0' 5'-11- 7'-11' S'-9' 9'-0' 6'-8' _8'-7' 8'-3' Ir-4' _ W-B' S'-'r 12•-e' I&0 20'-W S•-1f_ 7'-11' �'5-9' 9'-f0' _ 7-0' 0'-7' 4'-10' 12'-4' S'-7' _12-6' 50.0 19'-5' S'-9' 7-B' S'-6' B'-8' 8'-4' B'-6' _ B'-2' 12'-0' 6'-4' 5'-6' 12'-6- BDD 19'-5' S•-9' 7'-9' S'-6' 9'-8- 8'-10•. 8'-6• 4'-B' 12'-0 5'-6' 12'-6' 7'-9-- 5'-4' B'-4' 6'-4' 8'-4' 6'-2 77'-10• 6'-4' 5'-8 12'-B' 66O 18'-4' S-9 _7'-9' _ 5'-4' 9'-7' 6'-10' 8'-S _ _4'�8' _ 71'-10' S'-6 12'-B' 7aA 17'-4' S'-9' 7'-8' 5'-4' 8'-2' _' 6'-3' 8'-2'_ -6'-2' 11'-9' 8'-3' 6•-6 72'-8' 70A 77'-4' S'-9' 7'-8' 5'-4' 8'-8' 8'-10' 12'-6' 7S0 16'-6' S'-9' 7'-7' 5'-4' 8'-0' 6'-3' 8=0" B'-2' 11'-7• 8'-3' 51-6 12'-S_ 73A 16'-6' 5'-9' 7'-7' 5'-4'- W-5' 8•-10' B'-S 4-W 11'-7' _5'-6 _72'-Y 5pD 15'-9' S-9' 7'-7 5'-4' _7'-10' 9'-3' 7'-10' 6'-2' 11'-6' 6'-3' _ 5'-8 12'-4' 60A 15'-9' S•-9' 7'-7"- 5'-4' 9'-4' --6•-10 8'-3' 4•-W 11'-8' 5'-6 12'-0' 53D 15'-0' 5'-9' 7'-7' _ Y-4' 7'-9' W-3' 7'-9' W-2' 111-5, - 6•-3' 51-6 12'-3 no 15'-0' S- _ 7-7' _ 5'-4' -9'-3' 6'-10' B'-2'V 4'-8' 11'-S' 5'-6 __12'-3 9" 14'-Z 5-10' 7'7 S-5' Y=9_ 8'-i'i 7-9' 8'-3' _ 71'-5' 6'-1'-- 5'-7 _12'-3 90.0 14•-2' S'-10' T-7' S'-5' B'-3' 6'-ii' 8'-3' 1'-10' 11'-5' 5'-7 12'�i O5A 13'-5' S'-10' 7'-7• 5'-8' 7'-9' •6'�$'_ 7'-9 - 8'-4' 71'-5' 6'-5' - 5'-B 72'�7 9S0 13'-5' S'-10' 7-7' _ 5'-B' 9'-3' 8'-it' 8'�i' 4'-11' i1'-5' 6'-8 12'-3 100A 12'-9' _5'-it' 7-7' �5'-7' �7-9' B'-6' Y-9' 6'-4 11'-5' 6'-6' _ 5'-9 IY-3 _ tOD.O 12'-9' 5-11• 7-7' 5'-Y 9'-3' 7-O' EI'-2'` 5'-0' 11'-5' S'-9 �12•-3 105.0 12'-2' 8'-0' T-7' _ 5'-Y Y-9' B'-Y _ 7-9' 6'-5' 1 T-5' -_—8=Y 5'-9 12'-3 1060 72'-2' 6'-0' 7-T 5'-Y -9'-3' T-1' B'-2'- 5'-1' 7T-5' 5'-9 12'�7 Ilan 11'-7' 6'-0. 7'-77 W-8' 7-9' 6'-8"_ 7'-9' 6'-8' 11'-5' 9'-8' W-10' 12'-3� 110A 11•-7' -�8'-O• 7'-7' S•-8' 9'-3' 7-Y 8'-3' w-r _ 11'-5' - 5'-7D' 72'-3-- 111f0 11-1' 6'-1' 7'-7'_ _V-9' 7-9' 6'-9' 7'-9" _ -B'-Y II-5' 6'-V _5'-11' 12'-3 _ 11&0 _11!1' 6'-1' 7'-7' - 5•-9' 9'-3' 7-2' -8'-3' S'-4' 11'-5' 120.0 10'-8' 6'-1' 7'-6'_ 6'-8'��7'-9" 6'-1D' Y-9' _ 6'-7' 11'-5' —6'-1D' 8'-0' 12'-3 72A0 10'-e' -8'-1' '7-6' 5'-9• S'-3'_- 7-r 8'-2' S'-5' 11'-Y 8'-0' 12'-3 125A 10•-2' -_6_;2' 7!7' S'-10' 7'-10' 7'-0' Y-10' 8'-9' 11'-5" 7'-0• 6'-1' 12'-T 12A0 _IW-2' W-2'_ 7'-7' .-5'-10' 9'-3' 7'-Y B'-3• 6'-9' 11'_5' -6'-1' -12'-3 1300 9'--10' 6'-3'- T_,T 5'-10' _T-9' T-0' 7'-9' 6'-9' -.11'-5' _._. 7,-0' _. W-1• 12'-3 1311A 9'-10" B'-3' r-7• 8'-10' 9'-3• 7-4'� 8'-2'- B'-9' iC-5' B'-1'-_ 12•-3 13LO 9'-$' 6'-4' -7'-7' S'-17• 7'-10' 7'-Y Y-10' 6'-10' 11'-5' 7'-2' _ 6'-2' 1Y-3 ISSA 9'-5' 6'-4' _ T-7' 5'-11' 9'-J' 7'-5' 8'-3' 8'-10'_ 11'-5' 6'-2' 12'-3 140A 9'^1' 8'-4' Y-7' 6'-0' 7'-10' 7'-3' T-10' 6=17' 11'-5' 7'-3' 6'-3• 12'-3 14RD 9'-1• 6•-4'� 7'-7' 8'-0' 9'-3' 7-C _B'-S'- -6'-11' 11'-5• 6'-3' 12'-3 1452 8'-10' 6'-5' 7'-6' _ V-01 7*-9' 7'-4' 7'-9" 9'-11' 11'-5' Y-4' 6'-3' 12'-3 1450 a,-lD' S'-5' _ 7'-6' 0'-0' 9'-31 7--8' 8'-2' 6'-11' 11'-5' 6'-1. 12'-3 15aD 8'-8' 6'-8' 7'-7' 6'-i" 7'-9' 7-5' 7•-9' 7'-0' 11'-5' 7-5' 6'-4' 12'-3 750A _8'-8' 6'-6' 7'-7' 6'-Y 9'-J' Y-7' 8'-2' 7'-0' 11'-5' 6'-4' 12'-3 155A 8•-3• 8'-8'- 7'-7' 6'-2' Y-9' 7'-6' 7'-9" 7'-7' 11'-5' 7-B' 8'-5' 12'-3 155A 8'-3` _6'-6' 7'-7' 6'-2' 9•-3' T-8' B'-2' Y-1' 11'-5' 6'-5• _ 12'-3 150D 8'-0' C-7' 7'-6' S. 7'-9' 7-7' 7-9'- -7=2' 11'-Sr - 7'-7' 6'-B' 12'-3 15DA B'-O' 6'7' 7'-6' 6'-2' 9'�i" Y-9' 8'-2' r-2' 11'-5' 6'-6' 12'-3 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THATA.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. { - —TEND MULLION �3 I INTERIOR I--- I MUWON I 1�1EIIHWI1LN�ji _` � `��a►,���1 ,•,,, /j���ii FLORIDA BUILDING CODE(Nan High Velocity HurtioOne Zone) --s� s• ��•�Q�•:���,ENM.P. SF oz6zD T=c6 wC. Nautilus Dwym sr: MULLION SPACING:"S" = gyp,4416 RoaftshotarSyst— o4/s/2020 IL 1ECQINe. DATE bT * Tuff us""a cRc1NEEa910 coupKI y EXPERT SHUTTER SERVICES INC. STA1E of ` uu xa�.0.Z sti>»�.c.�As n wa 668 9.W.WMIMORE DRNE • /� �.,pmlm-,aw.rm:(aOWo-,mt PORT ST.War.FL 34864 20-064 %'� FCOR��' '��` ` "v1c'A-0 1`9�' "W aco)149�nws.TAT tm)611-cm DPAvwO No i��iC''.. �? WALTDi ti I I L#ff Jt.PE a+.r ms,o o,rt 1AIL ry7j7jp`s5,/Q(�A4 .E.SEAL/SIGNATURE/OATS FLORIOA Uc.d 44167 ov-n. sxEET 24 0126 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING ITRAPPEDI MOUNTING MAX SPAN IR)WRENDANDINTERIORMUWONS FORAGREN WALLMOUNTING MAX.SPAN(FTI FOR END AND INTERIOR MUWONS FORAGRIENAS.D. A.S.D.DESIGN PRESSURE RATING IDJLI.T.&Al2'fi MAX.MUWON SPACING(R)• DESIGN PRESSURE RATING(P.%F.).&A 12-D"MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(Fq MAXIMUM MULLION SPAN(Ft) wx �ASAmY ©4'xb-x1/4"MUWON 4'xS'AIf4°MULLION 4-xrx1WTHICK(SWFLANGE)MULUON ©4WX114"MULLION 4•xErXIWMULLION ��E lWTHICK UWO PRICSSIFRI SPAf346 RUM SPACM • ORIEMARON Jl 't ORF1RDl710N J2(0) ORIEMARON 1 ORIENTATION 12( t OfSEMAlION 1 (fit ORIIMARON J2 0) (M1�a (�• ORIFNIARON J1 OAIINURON 2(�) ORtEMARON 1 OWE1JFAt10N J2(0) ORIEN7ARON J2 0) END INTERIOR END INTERIOR END INFERIOR END I INFERIOR END END INTERIOR END INFERIOR END INTERIOR _ END_ _INTERIOR-. END . UJIQGOR,---QID- -IN[ERIOR 30D 12'-0• 11.7 11•-6' 9-9..._72:-8'_ _tY-B• IV-or 70•-7' --0Y-6' 12'-8• it'^3• -IY=C- -- "3DA 12--0- 9'-9 6•11- 9-9 12--6 12•-r 12-W 10'-7' 72'- 11•-r t2•-6• 310 12'-0- 10•-7• 10'-11' g'-2' 72'-6' 12'-B• 17'-tY f0•-0• 12•-8• 12'-B'� f0•-4• 12•-67� 3&0 12'-0' 9•-2'_ 1D'-11• 9•-2• 12•-6- lY-6• 11'-11" 10•-0' 12'-6• W'-e 1Y-6• 40A 1Y-0' 9'-10' 10'-5 8'-9' 1r-6' 1t'-8• _ tl•-4' 9'-fi'-. 7Y-6' --_11'-10' D•-7' 12'-8- 46g 12'-D' 8'-g' 10'-5• W-9• W-8- 11'-a" 11'-4•__8•-6• 12'-g• 9'-T 12•-6' 4WD a-O B•-4' 12•-5' 10-11• 1D'-11' 9'-1• 121-V W-2• 9'-0' 12'-6' 41L0 12'-W B'--r 1w-I, 8•-4 12'-5' W-11' W-11' 9'-1• _7Y-8' 9•-0' 12•-6' 50D 12•-0' S'-9- a'-8' 8'-f' 12'-0• 10•-4• 10'-7• 8'-9• 12'-6' 10'-7' B•-8' lY-6' 800_ 1Y-0' 8'-t' B'-8• 8'T 12•-D• 10'-� 7o'-7• e'-9' 1Y-C 8'-6' 121-V 650 12•-0• 8'-4• 9•-5• -7•-1O• 17'-8' 9'-10' 10'-3-. 8'-6• Ir-8- 10•-1- W-Y 12'-6' 511.0 Ir-0' 7'-10' 9'-5' Y-10' 71'-8•_ 9'-10' 10•-3' 6'-6' 5-r BOA tr-0' 8'-0• 9'-2' --T-6' 11'-4' 9'-5' 9'-11' 8'-7• - 12'-8• _ 9'-7' Y-9• Ir-e' WA ir-r 7'-V 9'-2- T-S'_ 11'-P 91-5• 9=t 1- 8-r t2•-b` _ Y-9- Ir-W E D 12•-0- T-8'_ 8'-11' 7-2' 71'-0• 9'-1' -9•-8- _B••-0' 12'-8• _g`3• 7--5- 12'-6' -OSD 12•-g' Y-V W-11• Y-2' 11_-W 6•-1' 9•-6' 8'-W 72'-8• 7•-5' 70.0 1Y;o• 7'-4' 11-8• S'-11'�_10•-9' -a'-9'_ 9•-5• T-10- 12•-6• - B'-11� 7'-2- 121-6' 7A0 It-dr W-I11 81-W 6'-11" IW-91- 8•-9• 9'-5- Y-10' ,r-G'' Y-2' 12'-6' 76.9 '_12'-0' T-1'� B'-B 6'M8' 1C-e' 8'-5' 9'-3' _T-B'_ 12'-W W-Y -_ 6'-71' 1r-B' 750 72'-D' 6'-8'- 8'-B'_ G'-B'- 10'-8' B'-5• 8'-3' Y-B' 12'-8• 6'-11• 12'-6' 6'-11" -8'-4' 6'-5'-10'-3' 8'-2' 9'-0' 7'-5• 12'-S' 8'-4' 6'-B' 12'-B' SOD 12'-D' _6'-5 B'-4' 6'-5• 10'�S'_ B'-2' 9•-0• Y-5• 12'_B' 12•-r e3D 12•-D' 8'-B' B•-2'_ fi'-3• a'-O- 7_ ,_ 0'-t0' 7'-2• it-B' - 8'-t' B'-8' 12'-B' Ee.O 11'-0' _6_-3' B'-Y 8'-3' t0•-1• Y-f1" 8•-10'_ Y-r 12•-B•-� S'-8' 12•-9' _a0.0 1Y-O' B'-fY 8'-0' 8'^T 9'-2• Y-0' e'-B' T-0' t2'-5' T-10' S•-$ 12'-8` 00.0 11'-0' 6•-1• e•-O• 6'-1- g'-11- 7'-W a-a' Y-0• _12_5_ 8'-4• 12'-6' 96D 12'-0• W-4• S'-11' B'-8r 7'-5" W-6' W-70• 12'-1" -7'-V 1 12'-S' _ lao tr-01 5'-1t' 7-10' 5'-11' 9'-B• Y-T e^8• __6'-70' 12'-1• fi-Y 1r-B' 1000 ,2'-0' 8'-2' 71--11• 5'-91 a'-S' -3' W-8'-_i l'-9' 7'-0• e'-0' 12'-6'_ to" 1r+0' W-9' _ 7'-B' J 5--9- �9'-7• Y-4- -8'-5• 5'-6' 71'-9' 8'-D' 12'-8' teaD 12•-0- 8'-0' T-T 5'-S 7•-10' B'-8' Y-70' e•-8' 11'-8' C-B' S•-10• 12•-4' 10&0 72'-0- 5'-8• 7•-7' W-8• 9•-4' 7-11� fP-Y 5'-3• 11•-6• W-10• 12'- SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATIONI SCHEDULE 2b' !LIMITED LOAD.MULLION SPACING&SPAN INSTALIATIOM FLOORTO CLUNG(TRAPPED!MOUNTED MAX.SPAN IR}FOR END&INTER{OR MULLIONS FORA WALLMOUNTED MAX.SPAN(RI FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN AS.D.DESIGN PRESSURE(0. EI D FOR 12w'(CASE D&8'•0•(CASES la&11)MAX MULLION A.S.D.DESIGN PRESSURE RATING LION S A FOR 72'•U"fCASE D&8.O.1C0.9E 111 MAX. SPACING(fti• MULLION SPACING(RI MAXIMUM MULLION SPAN (FI) MAXIMUM MULLION SPAN (EO ♦; 4'x65c1l-0•THICK Gi 478nU4'THICK G3 2xTx1/4'THICK � MkU= G-0'xS5t1)4•THICK G1 4•xBk114'ThCCK G3 2kTx1l4'TFfItO( Nmumm a m W IJUWON =ON W Rts MULLION �609FDO1 cum maim MULLION MULLION I„F AXaMULLION CAM SPAR�B'. If CJ30ADO41 RUM Jf 11 0 III DtaNO=# °� gPfPan sPACDa .DmfOmt JI OIDRA0IDF OT.omm 11 OA1IDF 11 afHgT m/fT mmm(E 01OMMOH 1 PAW (11)• (�Dt (Olt 1�)t �# (0)t lit <0)t `u: ""„ END (A•IJ ("]• (fit (a)t (fit 44t Wit (fit (0)t . END DRIEIeOR ENO 9RIQRIOR INFERIOR END LNIEP.K)R f MULLION END - INFERIOR Q� Omoll INTERIOR END. INTERIOR _ 30D 12•-0• - 12-8' 12'-6' 12•-6- 12'--8• - 1I.-,. 12'-.V 72-r _12•-V' 12'-8• _- 11'-0" x 'I --- 0 350 12'-0_i- 12'-C 72•-fi- 11'-11' 1Y-a' - 11'-0- 36D 12'-0' 1Y-B-B' 1r-6- 11'-11' 1r-6' - fi'-0' 4 I! - — 4eD 1Y-0' - 12'-6' 11'-B' 11'-4' 12'-8' 11•-0' o� 1 411D 12'^0'_ - 12'-0' 1T-8• 71`4' 12•-8• 12'-0• - 1Y-5' 76-t' t0•-7- 1Y-8' _ Tir-0' 450 1r-o• - - it-s• tD•-n•- 1o•-ti• 12•-B• - lr-o' W 1 cAAEr tYSE>t = I INTERIOR 5DD t2'-0' _ t2-D' to'-a• to'-Y� t2'-6• _ t1-o• eR0 12'-0-0• - �72'-0' 70'-4' 70'-7_ 12•-6' IV-0' eS0 1r-0' - ,1'-8' D'-10' 1O'-J• iz•_8• -- 11•_0• ( _ I MULLION su _ir-0• 1P-e' 9•-to• t0•-3• Ir-S• 00.0 12•-D' - ti•-4• 9•-5• 9;-11^ 1r-B• - _ _._11'-0' i I- �i m tr-0• = Ir-4• a•-s• 9'-tM 72•-8- - tr-0• eaa 12'-0' - of-3' 8-4' 9'-1Y 12'-6' --- 11'-0' - SD5 12'-0• 11'-3'- 9-� e'-11' 72'-8• 11'-0• _ 31.0 W-D• - )r-r Ir-6" -Ir-6- it-6' - 11•-0• _ 30A _8'-D- - 9•-0' g•-0' D'-C 9-0- B'-0' 35.0 8•-0' - tr-B• 12'-6' 1Y-B' lr-8' _ 11,-0. ...-. .�j`.-!t_--.5.� � B,-0• g. r g.� B. 9. - - 9•_0- 40p 12'-0" 71'-6' 12'-0• 12'-6' T 11'^0' -4U W-0• 9•-O' S'-0' 8•-0'_ 9'-0' --� W-O' 4e0 8'�D' - 12'-8' fr-s' 12 8' 12'-8' MULLION SPACING:"S" _4M B•-o• - s-0• r-D• 9•-D•_ 9'-0• - 9'-0• GlsPh - WA 8'-0' - 9'-0' 9'-0' 9•-0'- 9'-0• V-01 500 8'-0' - - 12•-8'_,12'-B' Ir-1' 12'-6' - lt'-0' 660 8'-0' 9•-0' _9•-0- 111-0• 91-0' - eaq lz'-b' 72•-6' IV-11" 12'-0' - t t'o' •MAXIMUM MULLION SPACING SHALL BE SUCH m e-D' - V-0`_ 9•-0- 9'-D' e'-o' r-D' p0 -e'-0-0• _ 12'-Y 12'-2' 1T-4' 12'-Y _ _1T-0' C"r m0 8•-0• 9•_0• 9:-0• 9,-9• _-@'-a' - 9,-0• RlDD a-0' =— 1Y-o' 12'-C fl_4• ti_0•---_ t p-o• THAT MAX.ALLOWABLE SLAT SPAN FOR THAT NA e•-o• _ e-0 s'-D• fl-v 9'-0- 9'-0' DESIGN LOAD SHALL NOT BE EXCEEDED. -m e'-o' s'-o• 9'-0' 9•-D' 9•-O' 9'-0• 36.0 W-W - 9•-C 9'-0' 9'-0' _ g•-0' _ - 9'-O• an B'-0' 9'-0' 9'-D' B•-C_ 9•-0' 4DA s=0' 9-0' 9•-O• s'-o' e'-D' s'-0' t MULLION ORIENTATION 15 AS SEEN FROM THE e0A e'-0• s'o' 9-0• C-o• a-D- - s'-g' 460 a--D• s'-o' _9'-D' 9'-0• 9'-D• __-_ e•-o'_ OUTSIDE(EXTEERIOR)OF PRODUCT. m e'-o• - _ s'-D• s-o' 9•-0• s•-0• - '_e•-o" __ =0 8'-0' B'-0' 9•-0" 9'-0' V-D' 9'-0' 110.0 e'-0' -_ 9'-0' B'-0' 9'-O' 8'-0• B'-D' W--0• - D'-0' 8,-0' 9,-0' 9-0" 9,-0• f�•0 8'-0' 8'-0' 9'-0' 9'-0' D'-0' OQO W-0• �- 9'-0' 9•-0• 9'-01 W-0• 9'-0' 100A '-0' - 9'-0' 9'-0• 9'-0' 9'--0' - 9'-0' R Ea no a-0- D-o• 9-D•- 9- a•-0• a-o• II((I Rp� FLORIDA BUILDING CODE(Non Sigh Velocity Hurricane zone) 76D B'-0' 9'-0' W-0' 9'-0' W-0- _ 9,_0• \\\�_ L�/ 'Ai4 02020 TT7EW INC. �r s• DMWN BY. em a-a' - a-o a-0• B-9'• V-0• - 9-0' �P�: �pENs ' R���'. 111��Ii11�S ya. Os0 e•-C - e'-o• s'-s•• s'-3'• e'-0' - e'-a' F ® Ro➢]1tg�mthrSyitrm 0e/8/2020 DDD e-o' - s-0' tt-2•• Y-9•• fY-0• e'-0• r {L E C O INC. Dec e'-D• - e'-0• -7•-6•• T-4•• 9-0• _ 9-0• - No.44167 EXPERT SHUTTER SERVICES INC. 1000 '-0' - 9'-0- Y Y-0'• B'-0' - D•-0' - ;'*1' 71Wr TES71N0 @ fNGINEERRIO COMPANY -* ! a1a xe.axn,s�11.JW.x:m1l.axons n]S,p see S.W.WHITMORE me 20-064 ! Re•s:OKRan-17R (xa7mhfm: PORr St.WOE;FL 349e4 'NOTE:USE 6-0'IFANCHOR CONSISTS OF HIL71,INC HUSH SCREW OR POWER FASTENERS, :Ar man;SRec•OaaLmn luuwfxc Na WEDGE-fiOLTANCHOR.SEE SCHEDULES I&20NSHEETIG4 '-a••, STATE OF ••�' CA-000e719 F++ + )7w- .FAx: oR-ocr0 ��t7,•F� P ,•�L..-? -- WALTER A 7I11Y Jr.PE wr.r aoarw. wt ar.:• amrm, oas '4 i(`�:.,,ORId ���.E.SEAL/SIGNATURE/DATE T7DtrmH Lfz!44167 , •+o•+x nro • sx¢7 25 or 2D 1 0 A�FFry1F111111111tt1\l`\ SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(FRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(4)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.1f.),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&AND fir,MAX.MULLION SPACING SPACING(ft)* MAXIMUM MULLION SPAN(FO _ MAXIMUM MULLION SPAN(FO UA% ©4"x6"x114"MULLION G1 4"X87x1/4"MULLION O 4'x NIW THICK(318'FLANGE)MULLION p� U=L ©4"x6 z1/4"MULLION G7 47xW014"MULLION G2 4MXG1J/4MUK (p) ORffl4TAT10N 01 4#t ORIENTATION:.12(8) ORENTATION 01 (fit ORIENTATION j2(8) OTLENTATiON 61 `&t ORMOATION 82(Q) 4) c MATION¢7 (�. OMBUA71011(t2 01 ORIENTATION 61 (o) OR�ITT MN 02(0) ORIEWATION 92(0)t END IMMOR ENO INTEIBOR 81D INTERIOR END 1NrEffiOR END ENO INTERIOR ID I•MOOR END RTIERIOR END INTERIOR END RT ERIOR ENO INTERIOR 30A _7'-0- 12'-6' 17-8' 17-G` IT-6- i2'-6' 12'-6' 12'-G" 72'-6' 72'-6' 12'-6` _12'-6' y0p -6' 12'-6' 12'-6' _ 12'-6' 12'-6" 12�-6` 72'-6' 12'-B" �12'-S- 72'-8_ 35.0 T-O' 12'-8' 12'-f 12'-6' 12'-6' 12'-6' 12'-C 12'^6' 127-6' 12'-6' 17-6" 12'-6' -U '-6' 12'-6' 12'-6' _72'-6' 12'-6'~ 12'-8'^ 12'-6' -12'-6" 2'-6' 12'-6' 40.0 7'-W 12'-6' 12'-6' 12'-6" 12'-8' 12'-G' 12'-6" 12'-6' 12'-8' 72'-6° _ 12_-6' 72'-8° q f1 -6' _ 12'-6" 12'-6' 12'-6' 12_-8_ 12'-6' 12'-6' 12'-8' 2'-6' 12'-6' 45.0 Y-0- 12'-6- 77-0' 12'-6- 12-6' 12'-6° 72'-6' 72'-6° 12' 6' 12'-6' 12'-6' 2'-6' �9 ;t7'-0' l2'--r -6' 12'-0' 1Y-6' 72'-8' 12'-6' TY_-:i_ 77-6' 72°-6' 2'-6" 12'-6° 12'-e' 1V-7' 12'-O' 12'-6' 12'-G' 12'-0' 72'-6' 12-6' 12'-6' 12'-G' 12'-6 gp,0 -6' 1V-7' 12'-6' 12'-6° 12'-6" 127-6° 12'-6' 12'-G' 2'-e 12'-6° 55.0 7'-0-- 12--6'_ 11'-3' 12'-6' 12'-6" 12'-G' IZ'-� 12'-8' "12'-6--- 12'-8' 12'-8` 12'-6' %0 , 11'-3' _ 12'-8' 12'-6'-_ 12'-6' 12'-3'- 12'-6' 12'-6' 12-6' 12'-G BOA 7'-0' IV-6" IV-ill 12'-6' 12'-6' -12'-6'- 11'-11' 12'-6' 12'-G' 12'-6' 12'-6` 17-6' EJLII 7'-0' 12'-6" 10'-77° 12'-6° 12'-6' 12'-6" 17'-11' 72'-6° -12'-6" 12'-6" 72'-6' 69A 7'-0- 12-6° -B'- 10' 12'-1'_ 17-6' 12'-6' 11'-7' 12'-61 12'-6' 17-6" 12'-6' 7Y-6' 8_i0 7'-0' 17-6 1O'-8" 72'-t' t2'-6° 12'-`o il'-7' - 12'-6" 12'-6' 12'-6' -12'-fi 70.0 T-D' 12'-6' 10'-S 17'-6' 12'-61 17-6° 11'-3' 12'-o 12'-G' 12'-6' 12'-6' 12'-6' 74A 7'-07 72'-8' 10'-5' 17'-6' _ 72'-6' 12'-8` 11'-3" 12'-6" 12,_r 12'-B' 12'-B" 12'-6' ll'-0° 111'-11" 12'-6' 12'-6' 12'-6' 12'-6' V 7'-O' _12'-T 10'-2'- 70, `-77° 72'-6' 12'-B' 1T-0'_- 11'-tY 12'-6' 10-B° 72'-6' BD.O 7-0 71'-8' 9'-1T 70'-6' _ 12'^4' 77-6" 1D'-t0' 7i'-5' 72'-fi' 72'-fi" 1]'-7T 12'-6' _80.0 7'-0' 11'-6' 9_!-1Y 10'-6' 12'-4' 12'-8' 10'-10- 11'-5' 12'-6' 1V--11' 12'-61 6:10 T-D' 71'-O' 9'-9' 10'-Y 12'-t" 12'-6' 10'-0-- 11'-0' _12'-B'- 72'-6" 11'-4" 12'-8' t ,0 _ 7-0' 71'-T_ W-9" 10'-2'- 12'-7" 12'-G' 10'-7" ll'-O" 72'-G' 11'-4' 12'-S'_ _19a3O0A..00- Y-0 10'-7' 9'-7- 9'-10' 77'-10' 12'-V 10-5°- lv-B 12'-W 12_'-Y 1D'-10"- 12'-6 _9AQ__ T-0' 10'-Y _ 9'-7' T-10' 17'-10' 12'-u _10'-5' 10'-8-- 12-6' 77 0 10'- 12'-6Y-0' 10'-2'' 9'-5" 1T- 0'-5' 72'-6 T-0' 10-2' 9-5' 9'-6' 11'-T 10-2' 70'-4 12'-8' 11 00 ''--570'' 1122'--60' 7'-0' 9'-70 '9'-3' 9'-3" tt'-5" II,-6' tp'-0' t0'-7" 12'-6' --1T-5" - 10'-1° 12'-0' 1 _ T-W V-10' 9'-3' 8'�3'_ 1T-5' 11'-6' 70'-0'' f0'-1" 12'-6' -IV-1" 12'-6" J. -5'- - _ 9'-8' 12'-6' 103_q_ TJO"_ 9'-6' 9'-1'- --9'-T 71'-3' tt'-2- _ 9'-10' 9'-10' 12-'0' 9'-B° 12'-6' 110.0 Y-0" 9'-3' 8'-11' 8'-70° TI'-7° 1V--10' 8'-9" 9'-7" 72'-G'- lw_ir-- — 9'-5' 12'-6' st4fl 7'-0•-_9'-3" W-11" B'-10' S1'-7" t0'-70' W-9' 9'-T 12'-w V-S' 12'-6' 119A T-0' 9'-0` V-1D° B'-7' 10'-11' 10'-7' 9'-Y 9'-r t2'-E 10'-5" -9'-1' 12'-r _97 O 7'-0'_ 9'-D` W-10' 8'-7' _ 10'-11" 10'-7' 9'-7'- 9'-5'~ 12'-6' 9'-T_ 12'-6"_ 12OA -7'-0' 8"-9" 8'-3' 8'-5' 10'-9'� 1O'-3` 9'-6' 9'-3" -12"-5' 10'-2" ---- 9'-10"* 12'-6' 12O.D 7-0- 8-9` 8--8' 8'-5' 10'-9° 10'-3° 9'-5' 9'-3' 12'-6'_ 0'-W it-6' 125D 7'-D' V-6' _B'-7' 8'-2- 10'-7- 101-9 9'-4` 9'-1' IT-6' �. 9'-11' 8'-7' 12'-6' �A_ 7'-D' 8'-6" 8'-7- 8'-2' 10'-7° 10'-0' 9'-4' 9'-7°-- 12'-6° 6'-T_ 12'-6' 1S0.0 _7'-0" 81-1' 8'-5 8TO'_ 10'-6' -9'-9' 8'-2' 8'-11' 12'-G` 9'-9" V-5" 12'-6' •L30y 7'-O' B'-4' 8'-5' -8'-0' 10'-6" --9'-9' 9'-Y_. 6'-11" 12'-6° 8'-5" 12'-6' 138A T'-9" V-V B-4' T�9' 10'-4' 9'-7' --91-1' 9'-9" 12'-6' 9'-6' 8'-2- 12'-6" 9 A .7'-0" 8'-Y 8'-4' 7'-9` - 10'-4' 9'-7' 9'-1'-_6'-9 12'-6'- 8'-2- - -12'-6- 94GA T-O' V-0- 0'-3' -7-7' 10'-7' 9'-4' 9'-0' B'-7' i2'-6' 9'-4' 8'-0' 12'-6' q4,Q_ 7'-O' B'-0' B'-3° 7'-7' 10'-3° - 8'-4' 9'-D' 145.0_ 7'-0' 7-10' 6'-10' 8'-Er_ tY=6'_ T-2" T-10" 12'-6' 749D 7'-0' 7'-10- B'-2°- T-5' 101-7° 9'-2` '8'-10" 8'-6" 12'-67 7'-16' 12'-6" 15" Y-D' 7'--8' 6'-1_ T-4" _9'-5' 3'-0' 8'-9' 8'-4' fY-6'_ 8_if.' Y-B' _12'-6' 750, ,,_7=0' 7'-S' 8'-7° 7'-4'-- 10'-0; 9'-0' 8'-9" �-8'-4° 17-6- Y-8' 12'-0' 195d T-2" - 9'-2' B'-]0'_ 8'-8' 8'-3' 77-5' 8'-9' T-6' 12'-0' 965.9 T-0" T-6' 8'-0' T-2' 9'-10' ,8-70 8'-8' 8'-3'_ 12'-5' T-6'-�- 12'-8' 1GD.0 T-O' T-4' T-71' T-0" B'-10' B'-8' 8'-t` 77-2' T-4° T-1 t' 12'-Y Y-5" 72'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. 1 __7 END MULLION 0 jv I �= I — INTERIOR I MULLION I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .,.�.-'S^_.'... ..,. ``````�\+��i`1 1�f`• C�/�v',, 02020 7a_7ECO INC. Nautilus DRAWNM.P Or. a �; �CENSF !' MULLION SPACING:"S" ? ' /e Roltiag5guflcrSgxteln 05j8ATE No.44167 1L �b®FBAs. DATE • nu.1T TESTING.a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. iK: A L✓-may /31140.�t6 54 Ys�.Wb78.�641GAI!L i1:[E 668 S.W.tVH1TNORE OPoYE 20-064 -6'• STATE OF .'� "`"°:/R777a t730.rm:pm)Q1t Imt PORT ST.LUCIE,FL 34904 o-m¢7:11NocuaeaLeom D2Al7ING No .3" f ••!(/` CA-0005719 PNDNL•TEDD)7l9-705G,PAIL•0717 871-G7B0 CORIDP HALTER a nlllr Jr.P.E. �-0C`°:. ..•*�����.E. SEA./SIGNA7URE/DATE Ti.OROA Nn g 44167 qa n-q1 - ! SNEET 26 OF 28 11111111111\1\�\