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HomeMy WebLinkAboutProduct Approval f'h-t � l:� <��t•" t,�{ :� `�'I ���Ftp+: i 9�j7r;��$��}i � � � �L.�""'il��_,.,.I UCIS Homc _Log In sr UserRe9�uatlon HotTopta Submit Surcharge Stats S Faas I Puti(ications rantact us aCIS Site Map Links f Search rydb Product Approval PUSER:Public Usert. - Rrndua AuarovN Menu>product or Anohearan Scorch>Anouratton t Ist>AppllrmUon Detail RSCOVED FL# FL389-R9 JAN 2 9 2020 Application Type Revision Code Version 2017 Application Status Approved ST.Lucie County, Permitting Comments Archived ❑ Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bili Feeley F71 LE 0% Dv Irodriguez@eastern talc 1 9L Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CJ Evaluation Report-Hardcopy Received Florida Engineeror Architect Neme who developed Walter-A..Tiilit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ED Validation Checklist-Hardcopy Received Certificate�of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC, DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS ASSOC INC DRAWING 17-106 CERTIFICATION OF IND PENDENCE i1).PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS .DRAWING 17-108 CEVIFICATF OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ) Drwg 17-108 and bottom)for-storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 1I AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION.SHUTTER SYSTEM.POF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"O".Max span Is 12'-3'for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT,PDF HV3 blade"w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf HV3,blade w/window blade working in unison,Max.span for HV3 blade w/o window blade for Installations into Metal Stud walls•is 79"for max.-ASD pressure rating of+72,72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks.(top -1 Only-(Non-HVHZ)-Drwg 17=107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC_ Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other-Large missile level"D".Max.Span is.16'-O"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HVf blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERiCAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HV1A REPORT,PDF Working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation drawings for other spans and pressures. 6--- 1 - - 389.3. Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades eetalned by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ;No F1389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s,f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules;on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC-INC, DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party:Yes Oack F---11 Contact Us::2601 81air Stone Road.Tanahassee FL 32399 Pbaraie 850-4R7-1A74 The state of Florida is an AA/EEO employer.Copyright 7DQ7.7013 State ofFtodda.::Privaw Slatemen5:;Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e•mall,address released in response to a public-records request,do not send"electronic mall to this entity.instead,contact the office by phone or by traditional mall if you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S:must provfde the Department with an email address if they have one.The emaUs provided may be used for official communication with the licensee,However emall 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,:Ne.public.To determine if you are a licensee under Chapter 455,F.S.,ptease click ere, ProductApprovatAccepts: M f GENERAL NOTES" S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA t�UILDING CODE. -3/8-oxt 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSIELI SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4'0x3/4'SOUR-SET MANUFACTURED BY ALL P014T,INC. /SRCWARD CDUNTI3). -3/8'0 KWIK BOLT R MANUFACTURED BY HILTI,INC. DFSIGN WIND LOADS_HALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY ITW BUILDIX,INC FOR A BASIC W!ND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WALL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTLONALOYFACTOR Kd-O.8S.US(NG ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS DOCAIED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERFY THE ABOVE CONDITION,ULTIMATE DESIGN WAND LOADS DErOMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 IOOX EDGE DISTANCE® 100^n CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8'6x1 114'CALK-IN 3 3/4- 4 1/2' 1 1/4'(3000 psi) NOT ALLOWED 2.IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0X3/4 SOLID-SET 3' 3 7/8-(3000 psi) NOT ALLOWED A 332 INCREASE IN ALLOW/ABLE STRESS FOR WIND LOADS WAS NQI USED IN THEIR ANALYSIS. FASTENERS 3/8.0 KWIK BOLT TZ 9' 4' 2 1/2'(3000 p9l) NOT ALLOWED SPACINGS TO WOOD HA`r BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2015. 5/16.0 TAPCON XL 3 3/4' 3 1/8- 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEMS ADEQUACY10. F 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 ANCHORS REQUIRED OR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1836-05 AND E 330 STANDARDS,QUALIFYING 10A. 11, 11A. 12, 1 13 L 130. INSTAUATIO14S FOR WIND ZONES 1.2,3& 4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION BOLT R EXPANSION ANCHOR MANUFACTURED BY TILLER,INC. INSTALLATIONS.AS DEFINED BY SECTIONS 6.2.1.1,6.2.1.2 AND 8.3 OF ASTIA E 1996 SEE SHEETS 19&20 -HUS-KWIK BB SCREW ANCHOR MANUFACTURED FA HOLD,INC. FOR ADDITIONAL LIIDTATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. S.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-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 SCREWIS EXCEPT END RETENTION SCREW©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT O ICOX YIELD STRENGTH AND 90 W TENSILE STRENGTH CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN GROUT FILLED OR 50018,ALL S.D.S.ARE TEV.SCREWS MANUFACTURED BY ITW BUILDER&SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING 0 100% EDGE DISTANCE O 1002 CONCRETE CONCRETE BLOCK CODE SECTION 2411.32.4. 3/4.0 KWIK BOLT TZ 27' 9' 4 3/4'(36 00 psi) NOT ALLOWED S. BOLTS TO BE ASTM A-307.GALVANIZED OR AIS!304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2- 7 1/2'. 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH, 3/8-0 KWIK BOLT R 6' 4 ya- 2-(3000 PSI) NOT ALLOWED 3/8-0 HUS-H SCREW 4' 5 2"(3000 PS!) NOT ALLOWED 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS J6,095,225 AND 87,409,980. 3/810 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) ' NOT ALLOWED 7. ANCHORS TO WALL FOR®SIDE RAIL SHALL BE AS FOLLOWS: gig-p L�5 SM OR=NJ 7 1BOLT %2' 7 %2' 2 1/2'(3000 PSI) NOT ALLOWED NOT ALLOWED (A)TO EXISTING POURER!CONCRc'TE:MIN.3000 p.&L COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDIX, INC. TO PREVENT WINO/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO AA)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE' INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE. CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5/16'0 TAPCON%L ANCHORS&ID 1/2'FOR RT-0 KWIKOF THE THE BOLT 3 ANCHORS. 13.THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT LMLO STUCCO SHALL BE CONSIDERED AS PART OREQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2)MINIMUM EDGE DISTANCE(E0.)INTO POURED CONCRETE SHALL BE 14.LIFTING MECHANSM NOT PART Of THIS APPROVAL 4-FOR 5/16-0 TAPCON XL ANCHORS&5-FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL 15. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE SITE A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR 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 REACH THE MAIN STRUCTURE BEHIND SUCH PANES. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL ASTM C-90 P.ED.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY!TW BUILDS X, INC. (d) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL48ED N 2 1 4'. RECORD((E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEOMEHT lNT STUCCO SHALL BE CONSIDERED AS PART 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 5/16.0 TAPGON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHAY BE 4'.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND 16. PRODUCT MANUF jkR,6Bye•gyp,SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WfTFt SECTION 1709.9,3 OF SUCH PANELS. FLORA BUILD j'gfQ' O CREEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORfOA SUILONNO COM O I (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR ,1�� SHALL ONLY BE USED Rl SOUTHERN PINE 82 W/G- 0.55 MIN. ,4t` •, THE STALE OF 1200A FLORIDA BUILDING CODE(Non Wqh Ve!ocity Hurrfeane Zone) -5/16'0 TAPCON XL ANCHORS.AS MANUFACTURED BY ITW BUILDIX,INC. 02017 TLMM Im Nautilus I No.44167_ L.C.L� C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS. INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSICAL � 1 i � � THREADED PENETRATION. Rolling56nHerSyaMm 09/$4/n NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ��Q-� •�'�.A-��.�\� '�C Q INC. �>e C.2j MINIMUM EDGE DISTANCE(ED.)OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS 9O••, / ` `� TMUT TESTING h ENOINECRINa COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL `Q�,f' 11, eae N�Y.V 1�.wracu�cw�c,1�1v1aa 1626 S.W.91LNORE STREET 17_244 �. PORT ST.LUOE,R 34084 •'•..........• '-a 11 a-enE,L 07I6COood.eom "Zeit-X000)749-3070.rA4(7n)e/1-M" dFAWelf w CS) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON t�SIAM ��V I L EB-0006719 SHE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 7-'`sAL Li L WALTER A10.LT Jr.P.E. SUCH PANELS. P.E$£R'./FHGlYDII /DATE n mu I A"167 , n n sNrM.T tares #8 #9 #10 ]1r ASr sen Fuo 7 6o S #5 #6 #7 mr azs g)��>' .]!�1r 6x xAso T 7 sc7 of slog llx.a m @� #L #2 #3 sm 7,,,' 1.raa w e°r1 �) A+s os 711tptn_mt vv .•01• X17 bU' - I O. 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M�'OY ©BASE SLAT l PpxlSatl(mall oETUL:f; wa7.7DALulA LOY m 6CA1E:Vr-r S(ALS:14'Ir T' -1' ,7 675• I-.ta5' 5EI1 4000, ACETAL BUSHING" •.1 • t.a7 ais' 1rs - 0.000' Q000• OJSEVAOPTIaIS I1 AND R) DEM ITMA19te .12s' ro• TE'SdEldOD1AL19:3T7k1 - i95 a O BUILD-OUTTUBE ���� .175' 1rr 2.77 , aWS345A.UMMM ALLOY MO0FWCK0M 0Cr.65k)hf cTo SCAM vr-r 1- a ' '—� ©'RETAINING SYSTEM:SCREW BUSHING OE BUILD-OUTTUBE E1 BUILD-OUTTUBE "lE��r OD SIDE RAIL k TOS}TSALUTAt"ALLOY 6063 - r=1' OY .,7, BOm-101d000MI/AfLOY 5Cd1E:irl=r S^.J•LE:112'.r SCAM W-r *UUSr E-0 6ENAO&M RY SHUTTER UA(WSACTURER TO ALLOW FOR A UWUUM ♦am• I D.O50'CLEARAtICE BETWEEN SCREW F[M AM �-7� CAVITY WALL Ar NCR feA7 C&''L£POSRIONS. x000 , E3 BUILD-OUT TUBE 7D63•TO ALUwNUta ALLOY r-cud fiGlE Ur-t: QH 114.0x31r awmILOEX TEK SCREW SCALE W-,' 9a .u9• ` n 7 OI 5116'0 RWIBUILDEX TAPCAN XL ANCHOR CARSON STEEL soa7 Aaao t�K STORM BAR .••••••.,, JO 318'OHILTI.INC.KWIKBOLT 3ANCHOR 6oeaTeaLuwlUMAttAr Q rr�r A.TI( ' �1`-1• G 4x7 MULLION,1•'r�p e��� OF TRAPPEDANGLE © 4&MA LLIOAN G1 4x8 MULLION Owl•T9o-LUM,NUMµ •• •(/r'•. Wai•T6uUMOlW ALLOr 6061•TSALMU MALLOY SUS;s,;•-p •.,.✓�'; 6W3T6ALUGJInWALLOY cruE::�-r acAte:va-r � FLORIDA BUILDING CODE ((Non High Velocity i[urrlcont Zone) SCALE CA E�yr-r • C201 ryTECo wa Nautilus ""'°" '• No 441 IL E C O�N�. RaRtngS6aHerSyafa= MV2417 -"J -o F OMPANY EXPERT SHUTTER SERVICES INC. TI W7 iCSTINO k ENGINEERING C COMPONENTS c f?': ' aaa6 ...aaa a.v. as�@L1 EMAd9 a n'" 1610 S.W.B.TUORE STREET 17-244 � .na+I fSaapT,-1610.re:(Trapp-,67, /C RI PORT ST.LUC(C M.D4984 '... ..• f.\ tt\ tL®M10006 9.cem vxd2:(a00)7.0-6050.FAL•(77x)971-0990 OQATi010 N9 WALTER A TOUT Jr.P.E. SHCR 2 lx'M P. / �JLL DATE FLOIOOA I.L.0 44 67 .n A 14 14 13 14 I I 21 t2 • / b-, O • ,8 is 1 SIDE/END CAP I j to 2 HOUSING(BACK&TOP).040 THICK 's o 3 HOUSING(FRONT&BOTTOM).040 THICK © I`, 1-00 4 SPRING BRACKET s 3 '0 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE ' 4 7 SIDE RAIL(MAIN SECTION) r ' 18 SIDE R 50, ° /� 9 ALUMINUM STARTER SECTION) 1 17 LAT r' 7 �' () /0 10 ALUMINUM SLATS 1-10 1-0 11 ALUMINUM BASE SLAT --1012 TUBULAR MOTOR •/0 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 1/0 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY �0 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR 7AMAC CASING d 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END SAP. - .SSEMBLY COMPONENTS .�- ,� ,1' � .tp ' ,•�•. `,I�Q;•'•• C1 ts�-•'•.9 FLORIDA BUILDING CODE(Non Btgh Velocity Runicane Zone) No.44167 C2Di7 AL�GD IRt0. Nautilus °LCL Raging Shaffer System G8/24/17 � -0�—$1 y IL E-C707,Ne. EXPERT SHUTTER SERVICES INC. % [,�. ( l��,I` TILLIT TESTING e:ENGINEERING CONPANT .CUI1f .•�' ,T aw w•.xa.Ix.m.my unaa am11a.n.w a 1626 S.W.SILNORE STREET 17-244 e.� , Pr.w:(:p#n-Ivo (ws)e7-v, PORT ST.LOCF-Tt 34884 �Q ...........�� �,1 a-. 1 OtecaOcalcom DRAINING N. PIINZ`(1)749"'.TIL'(T7a)871-= 3y �ONALE ,fi' WALTEA A.�'Jr.P.E �'• 0O'•°' r'R PZ�S�URE/DATE RwR43A L'e• 44,67 M. SxEET J 01'aG s BOX DY/6 & Y/7 BOX V/9 K SEAR p V/9 K REAxFJ2 & Y/7 END CAP END CAP END CAP END CAP SLATS SLATS SLATS SLATS SLATS QTS SLATS x 0/8 SLATS 0/8 l8 SLATS 0/8 07 SLATS SLATS 4 � �e SLATS D SLATS D (TYp• Ea. END) (Typ. Ea. END) SLATS9 Li SLATS A A (TYp') t0 (TYp•) L O StA75 I i STORM BAR SPACIN 7 B �Y/6 de Y/7 (SEE SH�22 (� DY/6 & Y/7 D V/9 Max.SLAT SPAII (SEE SO MULES ON SHEETS 15&20) Mox.STAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** (SEE SLHTAILES Oil SHED 16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION Wj STORM BARS N.TZ. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N.T.S. PROCEDURE FOR SLAT INMLL.6TION GIVEN A SHUTTER HEIGHT: « CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,V!/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO (o)CURTAtt SHALL START W/11 SLATS AT TOP,FOLLOWED BY #2,J3. .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT 0 SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUUeM PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANM OF FINAL SLAT NUMBER ���,,,,,,,• INSTALLED BEFORE BOTTOM SLAT 9O1, UAY VARY WITH SHUTTER'S HEIGHT. '� '``, a •�/�• (b)BOTTOM SLATQB MUST BE ALWAYS INSTALLED. 1f.,�,/•� �* CAS:SHUFTER HEIGHT LARGER THAI 11'-0'APPLICABLE TO INSTALLATIONS W/0 STORM �� �;''••J ` •••'t FLORIDA BUILDING CODE(Non High Veloc)ty IIUrrlcane Zona) BARS AND W/OR W/O MULLIONS Y!/HEIGHTS LARGER THAN 11'-0'. . �Lw•44157 Lp7AaM gt, LN °°°"���INC.°' Nautslus 14 (a)CURTAIN SHALL START L'!/#1 SLATS ALT TOP,FOLLOWED BY 82,g3......THEREAFTER,ALL THE WAY DOWN.EACH SLAT i SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT p � Ro)1hlgShatleTSyslem CO/24/17 NUMBER.PROCEDURE FOR ADMG SLATS DOWNWARD BELOW 81 SLAT SHALL BE �O � IL GC O INC. DATE MlITINUED UNTIL#10 SLAT IS INSTAL.AFTER#10 SLAT IS INSTALLED,ADDmONAI#10 ° 9 'Jj�r 'w �` EXPERT SHUTTER SERVICES INC. {. /' . ' TILL TESTMC R ENo1HEERIHO COMPANT SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �+0 '..• ,• .\�tt assn n•.x44.a sa Tos.wcw c R04 n sues 1626 S.W.BLTMORE STREET 17-244 (b)BOUCM SLAT BOMUST BE ALWAYS INSTALLED. •� it ­I�"' Lm'®15 7 9�Mam I"�' �,Bao)Ta0-pme.runc.u9B<TI� DRAIllm w i TNALIER A.TRUE Jr,P.E. an. ea[ P.E. SEAL/Sr ATURE/GATE rLOAA UC.4 44167 . UHlfT 4 0r 26 e Um UUWON SPAONG W-1/10 OR W-2/11 OR G or G� or Q (SEF MIEDU F --{ G or© Of ® I f W-3/12 OR W-4/13 OV sats 24,25&26) �W-1/10 OR W-2/11 OR Naz STOtttl BAR SPACxIG uu uuu'm SPACU4 O REAR W-3/12 OR W-4/13 BOX (SEE SCHe'dILE ON SHAT 22) (SEE scrLEDu1E ©V/9 f�J t lv�Or Of au sHEETs 24, 25 , 26) . ice- /!;/ %!%%ii;%�%%/f//i/,/i/i/ii/,i "t,',%i%'/.%.' BOX END CAP I _11-J I END-CAP I I I I \I I I I I I I ft i II II 8+ I I I 11 5I2 TS I I I I I SLITS I I I 11 SLATS 11 I I #3 I I I 11 Q3 Suna -v1 I I I I a i gam/ i i p gip/g i i suis 1 11 1 1 !J4 .0 N I I 04 a ) 1 1 I I SLATS 1 N I I I SLATS a< 1 I I I I av gN I I I I I05 N N ) I I I I QTS J N I I I 1 1 SLATS Zo 3= I I I I I A6Q/8 I z -'z' Q/8 0 I 8 I I I I suissuis SNI i t I I � I I I I I .•p �W I I I I I tl 7 = A I I - .. SLATS 7 (Typ) I i i R 8 i i R 8 sun o' 1 8 (TYP•) I I I R B i i R I 1 I or 1 1 °r 86 -�.v a i i or I '°r SuTS y I R'/8 i t R'/0 Sun R/8 I I I R'/8 I I R/8" D ii I I I I (TYP•Da. END) R r i i i (TYP• Ea. END) Ik i R/g i 1 R/8 SLATS ) R/B R/8 SL-ITS or �� or II 1 I or �� Or , II 11 I R'/8 1 1 R'/8 1 1 1 11 I I R'/8 I I R'/ 11 I I I I I1 X110 1 I i t I i SLATS 1 f I I I I r 1 1 1 1 sUTS W-1/10 OR W-2/11 ORB MAX. STORM BPR SPACIN /W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (SEE SHEET 22) W-3/12 OR W-4/13 ® V/9 (TYP•) I (TYP•) May- SLAT SPAN Max SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W1 MULLION & Wf0 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N. PROCEDURE FOR SLAT INSTALLATION GIVENT.S. N.T.S.A SHUTTER HEIGHT: * CASE 1; SHUTTER HEIGHT EDUAL OR LESS THei it,-o,.APPLICABLE To INSTALLAnONS W/f)STORM BARS,Y!/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL START W/e1 SLITS AT TOP,FOLLOYJED BY A2, @3,.....THEREAFTER ALL THE WAY DOm EACH SLAT f1 SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FORp ' ADD=SLATS DO'WN'WARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS A �.• �� •T/I4 COMPLETED.QUANTITY OF FINAL SLIT NUMBER INSTALLED BEFORE BOTTOM SLATQMAY VARY WITH '� /` . sHMTTER'S HEIGHT. �,+''��••'JmEN"'••.�9'�� (b) BOTTOM SU(b TMJST BE ALWAYS INSTALLED. c FLORIDA BUILDING CODE(Non High Velocity Hurrieone Zoaa) t• NO.44167 1 02017 TILTECO INC. DRAWN ft *= CAS SHUTTER HEIGHT LARGER THAN 11' APPLICABLE TO INSTALLATION W/0 STORM BAR AND W/ _ * ;* Nautilus MULLIONS W/HEIGHTS LARGER THAN 11•-0'. Ro)ling56nHcrSyB(om Eg/xs/n (a)CURTAIN SHALL START W/gi SLATS AT TOP, FOLLOWED BY 92,@3,.....THEREAFTER ALL THE WAY - IL ECO.Na. EXPERT SHUTTER SERVICES INC. CATE OOlhl,.EACH SLAT®SHALL CONSIST OF FIVE(5)SLATS OF THAT SLIT NUMBER.PROCEDURE FOR OjP�•••.,, p + ntuT TEsnNO a EHCNEERwa COUPANr 1 ti....,.ra a v.,vs vmaG bacoc.n v+ra 1626 S.W.81TIJORE STREET 17-244 ADO=SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL 110 SLIT IS INSTALLED.AFTER =C.@ 'K . LM 11 ww v(>m»n,-,mo.ra,pasw-,m, PONT ST.Lum.,L 34984 a10 SLAT IS INSTALLED,ADDITIONAL B10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER �.S� NALF• 11111 mc®1—Owl.M6719 m � +loco)Too-so:e.CAC(m1 071-W7D DRAWING NO HEIGHT- 1 WALTER ATDITI Jr.P.E, �"" �'�' "" "'" (b) Borrm SUTQMusT BE ALWAYS INSTALLED. P.E. SIGNATURE/DATE FlLIZZA Le.144,67 '°,tm, n• gHttT 8 ar 26 5/16.0 TAPCCNS XL W/ POURED r-5/16"0 TAPCON'S XL W/2 1/4'Mim 1-x1'x1/8.OR 2•x2':1/8' 7/4'0x3/4'RYt BU(LDEX TEK SCREWS 2 1/4'tln QA671L/'}1P CONCR EMBEDMENT& 1.O.D.4.060-GALV, ALUMINUM TUBE & 1'.0..0.060'CALV. / REO'D EEL WASHER 8 24'a0. 5/16.0 TAPCONS XL W / W/ 1'Q.D.x0.060'GALVANIZED STEEL WASHER O 24'O.C. STEEL WASHER 9 24.0. / 2 1/4'Wn. EMBEDMENT O m 24'o.c. 1" POURED CONCRETE ! POURED T FILLED / ( OR GROUT LOCK I OR GROUT TTftcn CONCRETE BLOCK C0.YCRE7E EIACK '� WILL REQUIRED. -- WALL REQW W. a P O t EDGEo _-.�� ■� EDGE oF -¢------ p M OPEN4( M " � � OPENING i / `V� EXISTING EXISTING 1. I EXISriMtG G11551; GLASS-— GtA55�� (BEYOND) (BEYOND) (BEYOXD) f SEE ANCHOR SEE ANC140R �x w =�,i SCHEDULES ON SCHEDULES Ott SEE ANCHOR F x SHEETS 16, 17 in SHEETS 16, 17 C SCHEDULES ON ;; / ❑❑mow I" h 18 & 18Q b o SHEETS 18, 17 11 b° �, ! A & 1B /4 LGn.SEPARATION s Min. SEPARATION 1! / Mtn, SEPARATION II I j TO GLASS TO GLASS g w4 TO GLASS ;; ! ! E aMOR s (SEE SCEEDL ES, EXTERIOR H (SEE SCHEDULES, E7(IERIOR °W' (SEE SCHEDULES, I. ! UN 51 W- ts) 1 ON SHEET 15) / O .`^. ON SHEEP 15) " D " D QE . E1 i !I % E©OR 0/8 0/8 O/s 0/8 0/8 / i o/a POURED CONCRETE '! / POURED CONCRETE i1 OR GROUT FPLFD POURED CONCRETE OR GROUP FtLLEO EI, COtfCRETE BLACK OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED / WALL REQUIRED, CONCRETE BLOCK I, WALL REQUIRED. li / EDGE ItOF a / j; EDGEItOF OPEN2 1/16- I li / � 2 1/16" / MIN.ED / Mw. ED 1' x0.062•dOHL ALUM. / / / / / 2•.4•x0,062"+CONT. EO ANGLE W/5/16-o TAPCONS%L W/ / 1 ALUM.ANGLE 5/16.0 TlP=iS XL W/ E 2 GLE Min. 16'0 TENT O 24'O.C. POURED CONCRETE S/16.0 TAPCONS XL W/ / -( 2 1/4'Min.EU.BECIAENT (f c-3 kti Win.)REO'D. 2 1/4'Min. EMBEDIAENT / O 24'04. O 24-ox.1/VALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUIL"UT MOUNTING SECTIONS,It_Y'S ' :TrwT . .1�•.•` •., ✓•'; FLORIDA BUILDING CODE(Non High Velocity HUrr(cOne Zone} • 02017 TILTECO INC. • DPAAN(tY: INSTALLATION DETAILS ON EXISTING POURED 44167 • W Rolling shuffersystem NautlluS C8/24/ flf CONCRETE OR 'GROUT FILLED CELL CONCRETE * :� 11LTEC O.NN DATE -o , TIWT TESTING @ ENCINECRINC COYPAHY EXPERT SHUTTER SERVICES INC. 9 t 4y\� nNs �v uvea 1626 S.W.Be_TMORE SIT 17-244 BLOCK BUILDINGS o w , PORT ST.LUCIE n-34984 ••••• .. \ e-moa:0-0-Lc- DPA•WG No SCALE. 3/16• m 1' ^tCQ ••••G,��1\t ®_0006719 PnDAE:Isco)749-SMS.W.n>zl an-ox7o WALWR A TLLUT&.P.E. DATE tLoROA J. Bµ1e7 ♦ SHEET 6 Of 2S 7A / EXISTING WOO7STEEL MISTING WOOD 5/16.0 TAPCONS XL W/ 5/16'0 TAPCONS XL W/ TRUSSES OR TRUSSES OR BAPTFJ2 2 1 a-LQ.PENETRATION 2 1/2•M.PENETRATION i/4'0>J/[•ITA BUfLLEX 1'>r:+ 9-Oa +/'•OcT/a•TTW B(lSbIX d• 1"oD..0.660'CAW. NX+'0.0..0.060•GALV. TEK SCREWS W/ 1• Q(ISiLYG WCCO EX6TWC WOOD 212•x,/6' 212'.1 1104.x0AED,G7l.VudZED F_T`USSeS OR RAFTER. STEEL WASHER O 2t'o.c. RUSSES OR RAFTER STEEL.WASHER O 24'o,c, u.umrNuu 1'OA..O.000'CJIVAJNRED AWULWMTUBE wASHOi O 2l'es. SIM WAM(ER O 2A•e.c, 5/1 W/2 1/2S%1. 5/16-0 TAPCONS XL { w/2 1/z•1A N W/2 1/2.16n FENETRATION PEANE•TRATTON O 24•o.c. O 24'o.e. v (2)214'OR - ' (2)2'.4-OR 2'.a'CANT. 216'CONI (2)2'.4'OR (2)2'x4'OR WOOD HEADER w000 HEADER 2'.6'CONT. 2'.6•CONT. j REOUWfD REQUIRED µgOD HEADER, •- WDOD HEADER REQUIRED REWIRED I n - epi e•. r F _ —E@- F a�PEc o i I M G oPaE rm 0151-1 1 M Ig-; �P�wxe i D M WWWo cce�c i M EXISTING D CWS EIOSTI1G i! t0 EXISTING,. ' GLASS G ' 1 3jj pp eeWWTT C(ASS EXIER✓Oft CLASS O(iQdOR f7(IBifOR (BEYOND) i = (BEYOND) r, A tBEYCND) A 1 A x :y`51 t ®oR 3 2)2:8' ) i SEPA4A1•AN = I OOF7t Q tz)z'[4'OR (2)214•oR I Trn. SsPAPATIOM Yxe'CONETO GLASS woco . SMPATION ro cL�s a=c caNr. z ro cuss CONTµq00 I .pN RgOD STUD STUD o 16' (r SI7ulT.E ON , A 3 O T6'O.C. 1 (ST!50ffi1LE ON 1 O 16"O.CO 1 t5�SO+ZDWL W 1 O.C.VAX. 1 9EE7 76) ' �` VAX.REGk.ED ' �)SEPARATION NAX.REOUiRED `Dw 23) REC SHE EE AtiOHORS wK MIM (Sc'E SH£ET 20) (SEE SHEET 20) GLASS.'0 20)51N 1 C!1 S EET 21 G o (SEI OSOiDU1L ON c j 65 o I 'I A� a (2 9W 20) 0/8 '1 0/8 1 3 2'at'oR ( EE ANCHORS 1 SEE ANCHORS '1 FL+tS.f SCH 0/8 ( I 0/8 )) {11 i t2)2•a6' 1 SCHEDULE EDGE I 9p�21 �1 D ECCE ' C0.4T.Y+OOD ON SHEET 21 1 OPFI3oo v STUD O 16' OPENING , 1 O.C.MAX. 1 p � - B 1 SEE AriCHORS EO. I REQUIRED. 1 EO 1 +/211 +/2'.a062' 2'xaSD.O621CCtNL (1 I . E'_ I xC0.K ALUM.ANGLE SEE SHEET 1 E. AWu.AN'L.E ON S_ZCH�(NFFf 21 ' S/16'0 TAPCONS XL \ ' 9/16'0 TAPW(IS XL , W/z 1/2 Nil. 0/8 I 0/8 W/z+/2 Mn. `I PE�TRATAN I DFJNETPATtpfN O/8 O/8 ®24•e<. 2 it'DR 21' I. lye O 2[' C 214'OR 2'a6=. \ I M� 2•.4'OR 2'. 216'OR 21 1 E1mem WOW CONT.WOOD PLATE 11 EXISTING wow CONT.WOOD COM.µ00D EXISNNO WOOD CAM.riPLA DECK CR I OEC(OR BOTTOM PLATE EXISIIND WOGD EO7TOV PLATE DECK OR BOTTOM PLATE CD([CN�TE SLAB REOUIRED REONRED DECK OR REQUIRED CONCRETE SLA9 REWIRED B C.-".CNRED. (SEE SHEET 20) I FOUhC NEIL Std (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) REOUIRFtI. (SEE SHEET 20) B REOUIREO. 1 , I .,QE) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUIL"UT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E7XI&TIfiG, WOOD BUILDINGS N.T.$ P�-,..•....,,W�' �\A1 •�C S�t`•'•�'9 FLORIDA BUILDING CODE(Non Mgh Veloefty Hurrlc6nn Zone) I M.44167 { 1 020+7 TiLTECO INC. Nautilus G Le- g RoliingSLaH6rSyah2a TaJ24/u IL E C O vNc. EXPERT SHUTTER SERVICES INC. GAT` % ��/ \\ TIwT TEST NX ENGINEERING COMPANY s Trr=a— 1626 PORE S.W. INCE.RE 34984 E 17-244 orOpi,-I=.n.•DW)dT.-+331 I21eu00olsan P110 U(000)749-9038.rAX; 071-6990 oa+T+.c Ne NAL 11 EB-66067,9 1!_ WALTER A.0 IT;:,67. n SMEEE 7 6 26 P.E. SEAL.Sf RE/DATE n.E.D. POURED CONCRETE WO E.D. ` O OR J E.D. OR GROUT FILLED F I OR 00.4 ,I POURED \ �n CONCRETE BLOCK rnntaE,E oR SEE SCHEDtriES ON POURED OR ,) JON OR POURED SEE SCHEDULES ON (SEE SCHEDULES ON �� ( CavCRETI ED CONC—DR (SHEETS 17 k T8) SHEETS 17 k 18) cRo crrFTE' DBLocc \ SHEETS 17&18) c�i Fl BLOCK NCRETE N K' (SEED MULES OROUT FlLLEDCONCRETE HLO:A(17&1eBLLOCK z.7H \z Se 3.452 0 4'o.a 2"— zOo " 2•oR I- A A D OR 1/8'SLIP En. t/2', t/4' D 0 4'o.t. 1/21/4" D 0 4.O.C, t/2'.1/4• oR t/B•SLP OR,/8•SUP D SECTION W/ STORM BARS FLUSH MOUNT (WALL) �� SECTION P—P PLAN)_ TRAPPED MOUNT BUILD—OUT MOUNT BUILD—OUT MOUNT SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SG1E,/.•.,• G G oR G G ORO F;9 A H o 4'as ;I A 04 o.e, o a'ox. t/2=, t/4" 0 4V o.a 0 a'o.t. A I: I I A D' 1/B''IL D I ^ SECTION '—O' (PLAN) D 1/2,,—/4• L/z=.i/<• 1/2',/4 t/z'.tµ +/z'.t—/4' t/2, t—/� ORIENTATION #1 OR 1/e•SUP CR 1/e'SUP D OR 1/e-SU oR 1/8'SUP D D OR,/e•sup oa ,/s•su;• E1 WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION O—O (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) H ORIENTATION #1 ORIENTATION J2 ORIENTATIONS #1 & #2 ORIENTATION #2 A o a•o.c. WALL MOUNT END MULLION WALT- MOUNT END MULLION WALL MOUNT INTERIOR MULUON TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 % SCALE,,/4•.1" ,/z'1/.i/a ,/Y,OR 1/8'SUP .(T7, D D OR e•sup (2) 2'x4" OR I `l 2'x6•STUD (2) 2"x4. OR (SEE SHEET 20) EoV' (SEE SCHEDULE * O ALTERNATIVELY TO @. A 2'x6'STUDS I ON SHEET 21) Eo.. 14"O-20x3 (SEE SHEET 20) (SEE sEHEDULE 1.4IN. t/2' I 4' S.S. M.S. a+t SHEET 2t) PLWICOO- W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) MIN. 1/2' t FOR THIS CONNECTION ORIENTATION #2 PLwroOD WALL MOUNT END & INTERIOR MULLION OR 1.750' 2.250' 2.OR t' cp/I/illi LA D t/2%i/4' `% ■I �� `,,,T V� ✓�= FLORIDA BUILDING CODE(Non High Vebdly HuAitone Zone) oR,e'suP 0 4'o e. t/z,i/4' �� ® D OR,/8'SUP ; .4416;r 02017 DLA��. Nautilus FLUSH MOUNT (WALL) BUILD—OUT MOUNT * RoMgShuNerSysbm CE/24/17 SECTIONS 0'-0' (PLAN) _ { IL E C O �N�. D�� ( �„tDn' 114,, i +/2"Min. E.D 3" 1/2" Min. E.D FOR 3/8'o CALK-el ANCHORS (4) 3/8-0 CALK-IN ANCHORS OR 3'Min. E.D. 3'Min.E.D.—FOR 1/4'0 SOUO-SET ANCHORS (4) 1/4.0 SOLID-SET ANCHORS OR "Min. E.D. "Lcn.ED.---I--FOR 3/8'o KK7K BOLT iZ E1�A7610tJ R.CHCRS (4) 3/8'0 KMK BOLT TZ MANSION AN HORS OR (4)ANCHORS* PER (4) 5/16.0 TAPCON XL ANCHORSSTORM BAR CONNECTION, 1/8'Min. ED 1/8'Min. ED--f--FOR 5/16'0 TAPCON XL ANCHORS 5/16'0 TAPCONS XL W/ / 1• 3• 1• SEE TABLE 2 ON SHEET 23 EXE OF SLAB EDGE OF SLAB ,•, (Typ.Top& BOTTOM) ff SIE 2 1/4'Min.EMBEDMENT / k 1'O.D..D.O60"GALV. 1 2+ K STEEL WASHER 0 24'o.c. j Damn 4' Min. POURED CONCRETE n 2' O O POURED CONCRETE 2LUMINU 8'xNGLE A. SID T6 AL16'Q POU3 D C 5'min. 0 (PcmS Ksi) 5'min. 2' A O ALUMINUM ANGLE Fh 510£W/ ( G 5/16'tl TAPCONS XL THICK REQUIRED (2) 1/4'0-14x3/4'RW�IJILOF.%7EK THICK REQUIRED p SCREWS TO STORM BAR G I I FFMBEOMENT&� %// 5' (Typ.TOP & BOTTOM) g 1'0.0.x0,060'GALV. I; I I STEEL WASHER o SECTION S-S u I I 24"O.c. ;; z- e e Box I I [it UACNNE SCPSO tuux ii I I n i DNSOM INTO A Cn0R It I K T'Min. FOR aox IJ VIND ZONE +-3 t I DETAIL A Ii *1/4.0-20 OR 3/8.0-16 MACHINE SCREWS USED.1O2tR.Y W/ FOR n f SEE STEP 3 ON SHEET 14 FOR SPECUL YrtRD ZONE--+ I TREATMENT FOR WIND ZONES i THRU 3 �� 1/4'0 x 3/4'SOLID-SET OR 3/8'0 x 1 1/4"CALK-GN ANCHORS �N 4 0 V1 tYINDn20NE-•+I I STORM BARS ARE EMOVED.(SEE DET.A). ANCHORS AT THE TIME N u N 1-3 t itinI I E1(IERIOR rn P M . I o li (2)ANCHORS* PER SEPARATION 70 1 I Ii , IJ D STOR)A BAR CONNECTION, GLASS~p(SEE SCHEDULES ON I" A 2'Min. FOR u I I SEE TABLE 3 ON SHEET 23 P� n SHEETS 15& 16) II sw WINDZONE---i I ! �.�D �(Typ.TOP &BOTTOM) f�nn u pl I 5 I�� (2)3/8.0 CALK-IN ANCHORS OR II I I EXTERIOR Min. I (2) 1/4'0 SOLID-SET ANCHORS OR s N u I W I SEPARATION TO I 1 I' Nn CLASS I ,(2)3/8.0 KeAK BOLT TZ EXPANSION u K I! D I (SEE SCHEDULES ON I! A ANCHORS OR 1" - II SHEETS 15 & 16) I j (2)5/16.0 TAPCON XL ANCHORS I; BEYOND EXISTING 1• K EXTERIOR II I: GLASSa I; 2" Tn II 2'x2-xi/8'x0'-S"(6063-76 ALLOY) EXISDNC ® nw ® 2• A ALUMINUM ANGLE EA. SIDE W/ GLASS n I 1- S1 (2) 1/a'm-laxs/a•m� nBoc S1 TEK j I I (IMP.TOP/801TOU)p (ftP.TOP/BOTTOV) 5• SCREW STORM Q n I II I I (TYA OP BOTTOM) SECTION S1 -S1 R (stP.TCPAOITCV)ii (r TOP/6OTTOU) ti I i 2 x/16• 4 Min h I POURED CONCRETE �MJN. ED E.D.I 1 1/2'x1 1/2':0.062"xcoNT.ALUM. A A (Pc-3 ksi) 5' min. 5 16'0 TAPCONS XL W ANGLE W/5/16.0 TAPCONS XL W/ THICK REQUIRED / / 7 2 1/4'Min.EMBEDMENT 0 24'o.c. �/ / 2 1/4'Min. EIABEO�/il?� 0 24.0.c. ER A! ••. PCURM�+ +� EDGE OF SLAB WALL MOU t ,1 Er�E q a6 L+'`-3 W) L \ ,•',•vGMs••'•;9; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) T7 AFPMCARL9 S'K.rm=REob IF APPLICABLE \ --4 1/2'Min.ED. 1/2-Min, ED�FOR 3/8.0 CALK-IN ANCHORS02017 TILTECO LNC. • �M 3'Min_ED. 3'Min. ED.--I--FOR 1/4.0 SOUD-SET ANCHORS : NO'44~67 Nautilus I• 4.'Min. ED. 'Min. E.D.---�--FOR 3/8'0 IBYR BOLT R EXPANSION ANCHORS •Q # RoulnyshuttelSysfem on/24/t7 L-3 1/8"Min. E.D.--+-3` 1/8'Min. E.O.--I—FOR 5/16'0 TAPCON XL ANCHORS IL E C O�Ne. �� �iF'•., 4V \\\ TIILIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. , + \\ 61S .N tx7s°m°I`I .:a temp es ters S.W.eatuoaE STREET 17-244 FLOOR TO CEILING!TRAPPED AND WALL MOUNTING:STORM BAR 's/ N G\fl+,t+ c-mal>3�os°T;sL`°" „�M)7:9_ma�.Ax(M)"I-om GRAVING N• SECTIONS V WALTER A Tn11r o,.P.E SfC IO -+' P.E.�S'�QA/S�, TURE/DATE FLORIDA Uc 4 44167 '� mn-m1 .no a� sNLR 9 of 26 go FOR Win.ED. ' Min. ED. ANCHORS30 ENDYAND IINTERIORDMULLIONS r2. 1 1/2" I--3' I--1 1/2' . ©&® (ORIENT TION #1)AND END MULLION S©& G7 (ORIENTATION #2) -�- 3" 3' FOR (2) 3/4.0 K7YIK BOLT TZ EXPANSION G 1 Min. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION (ORIENTATION g2). G EDGE OF SUB S-T T7 EDGE OF SLAB EXIE.RIOR 3'x3'x1/2•x0,-6' i MERIOR A�LC/H�� 1 I I ! 1 I i ' !IF APPLICABLE LI BLE 6' (6061-T6 ALLOY) Bum. 4L'0 EA. SIDE W/ `L� \ 3'x3'zt/2'x0'-4' (2) 3/4'6 TIj�U BOLTS T— (6061-T6 ALLAY)Alum. TO MUWON(G)& 1 1/2' POURED CONCRETE ° ANGLE EA SIDE 7V/(2) (1) 3/4.0 K BOLT TZ (f'e=3 W Min,) ° 3' - 3/4-0 THRU BOLTS TO 7 1/2' EXPANSION ANCHOR 1 1/2' 3'Man.THICK REQ'0. MUWON4& (1) 3/4'0 LJ.,n. EIdfiEOMr-tSf EO.—' iCwIK BOLYTZ EXPANSION 1 1/2' Taj POUND CORCREfE ANCHOR W/ 6• Min. (Typ, TOP&BOTTOM) II EMBEDMENT TO POURED II 6" It CONCRET U BOTTOM)E (Typ. TOP CLASSa G t i SECTION X1-X1 W/(G� * ALTERNATIVE SECTION X1-X1 W/n* CLASS –�11 1• 1 (END & INTERIOR MULLION) END & NTERIQRR U ,.ION oN u.11. ! G OR G1 (W/ ORIENTATION 1) W ORIENTATION 21 .0 ° (6'x4') (4"x6') o3'x3"x1/2'x0'-4' 2. t 1/2' S" 1 1/2' 71 1/2_6, 1 1/2• (6061-T6 ALLOY) �I �I Alum.ANGLE FA SIDE W/ EXR'RIOR TO) 3/4.0MULUO �U BOLTS -�-) 3' I 3- z 0 (1) 3/4.0 KWIK BOLT TZ G� I G1 p EXPANSION ANCHOR N� Q/8 r Q 8 or W/6'Min. EMBEDMENT TO j POURED CONCRETE (Typ. 4'EXIEftIOR I I 4' EXfEf�OR R/8 or ° R/8 or TOP&BOTTOM) 1 3 R'/8 a R'/8 G) e-EXTERIOR 1 n o i I 1 1/2• 1 Ig 1/2' i 1 ii ® Z3"x3*zt/2x0'-B"(6061-T6 ALL0ti7 B' I I/2` 3'x3'x1/2'x0'-8'(6061-T6 ALLOY) i (TTP.TOWN" Alum.ANGLE E1L SIDE V1/12) 3/410 ° (1YP.TOP/BOROU) Alum.ANGLE EA.SIDE W/S2) 3/4"0 TMRU BOLTS TO MULLION GUi & (2) n E0. EO. 1 1/2' THRU BOLTS TO MULLION G & (1) _ 3/4-0 KWIK BOLT TZ EXPANSION 3/4'0 KWIK BOLT TZ EXPANSION i' 2' 2 ANCHOR W/6'Min. EMBEDMENT TO ANCHOR YJ/6'Min. EMBEDMENT TO It POURED CONCRETE(Typ.TOP & u p 3" * POURED CONCRETE(Typ.TOP& BOTTOM) 9 r 1• SECTION Xi-X1 W/ BOTTOM) IF POURED CONCRETE END MULLION ONLY) .(INTERIOR MULLION ONLY)(t'e = 3 W Min.) END & INTERIOR MULLION) ( / S'Min.THICK REO'D. 7111 1111 EDGE OF SLAB (WL ORIENTATION H 1) ALTERNATIVES SECTION Xi-X1 W/ EDGE OF SLAB L i.1 IF APPUCABLE (8"W) V ORIENTATION N 21 G tPPtlf1,&E FOR (2) 3/4'0 KWIK BOLT 1Z E PANSION (4"x8' Min. E.D. I '^9'Win. E.D. ANCHORS 0 INTERIOR BOLT TZ I �'"• •� (ORIENTATION y2). ,p' RN)4 AND BOX NOT SHOWN FOR CLARITY Min. E.d. "" Min. E.D. FOR (1)3/40 KWIK BOLT TZ EXPANSION ,���� FLORIDABUILDING CODE Non High VolOcit Surtiwne ZO110 _ ANCHORS 0 END AND INTERIOR MULLIONS •CE ( 9 Y ) ©&®(ORI AnCN #1 & R2)AND t•', 020,7 TLTFLO INC 07AAW T1n MULLION MUON G (ORIENTATION ®2) * tibilus Lr_ FLOOR TO CEILING ITRAPPED MOUNTING:MULLIONS nGOR T1 � � Ro11IngShutterSysterrt C43/24/17SECTIONS W-1 �L E C lNe. 71LLIT TES7,NG a ENCWEERINO COMPANY EXPERT SHUTTER SERVICES INC. .•'�'�1`, .•,<. �", tomo4� u,c< 1626 S.W.SILTNORE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ;`sip ' " ��ti,,�`' °� �&aa`T sr.0�rM(Ml 971- WALTER A Tdtn Jr.P.E. SCALE: 1/6'- 1' P.02%r4+1(, j y0A/DATE FLORGA I /44107 n'w axa,a as exw rer. ua WIMT 100720 Min. ED. Min. ED. (4)ANCHORS 3'x3"x,/2"x0'-4' 2' SEE SCHEDULE B1) (SEE SCHEDULE 91)'I (SEE SCHEDULE 81) (6061-T6 ALLOY) ©SEE MNpUUU©((LITEPoCR)&@)(W&M)ERRWR)TROPEO MOUNTED UULUOVS EDGE Of SLAB EDGE OF SLAB A 3' Alum.ANGLE EA. 'SPAY COVERED 6Y 500U(E 1b'FOR WSTAUATION CASES 1,la&D ON SNI>:T If OPP{ E I G APP�UCfBLE , F-1-1SIDE W/ (2) 1/2'0 } 3' is, I 1 THRU BOLTS ONtTEO LOAD•WWII SPACING AAD SPAN YtSTAtlATION): 1ENLOW 019 1 -RESOLWA AND COUNERCIAL APPLICATIONS'A1TH 260.8 G ; ; 4'EXTERIOR pa L UMawNU A.S.O.DESIGN PRESSURE PAYING, tl I, I I 12'-0'WUUN UULUON SPACING. POURED CONCRETE 3'x3-xt/4^x0'-B- I 1 SEE SCHEDULES 8t&/2 fOR AODMGINAL SPECS, B SE -3 kslED I.Gn.), (6061-N EEA. G 1 IGN11 (01SE ra-RESDEIM MID COAOMI U SEE SCHEDULE lft. Alum. T6 A EY SIDE I 11/2' B-OffE OR ! 1 APPUCATroN w/160.8 pal. 0 1't/(2) 1/2'0 THRU IMUN A.S.D.OEM PRESSURE RAW,'G,SW u I BOLTS TOMUWONOG 1 1/2' W=UU MULLION SPAGMG. B 6- SEE SCHEDULES i1&/2 FOR ADDITIONAL SPECS. R oasnNGJ'1 it * N'D11AllYt O M B-GCUUMCIAL WPLICATDN FOR.t1OOD paf,UWUUY ASA GLASS ALTERNATIVE SECTION X1-X1 W/n pw DESIGN PRESSURE WIiRtG,8'-0'lA4XIRNN MULLION SPACNO.SEE SCHEDULES 11 &92 FOR ADDITIOIUL o 1 Min. GOR G1 (4"x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2- SPECS. 3-.3•x1/4-xO'_B' t; 6^ t (SEE ANCHORS 12) ;•, (6061-T6 ALLOY)--\ j ALTERNATIVE SECTION X141 W/CG� y R Alum.ANGLE EA. SIDE $ 3- 0 (z) t/2•o ITHRU ON BO WON BOLTS TO MU4"x8" INTERIOR AND END MULLION W ORIENTATION 1 ro � BO ®i 1 a D I I ® u ® G( 4" SCHEDULE /1 or 0/8 or i i EXTERIOR UluSB Ulm.FOGE 1 1 INSTALLATION THICU"CSS ANCHOR TYPE&SIZE(TYP.TOP&Borrow) IDH ANCHOR DISTANCE FOR o R/8 or n R/B Or (4)ANCHORS uses REO'D EUSEDNENT A1+a1oa Rr u SEE SCHEDULE},) 1 11/2 ' / �, R�/8 ( 7/6'0 WLR INC NUS-H SCREW&7/6'f PO'AER FASTENER 7 N B n 1 1/2' KOGE-BOLT ANCHOR FOR©&®(INEMULLIONSOR)MULLIONS 2 1/2' S 1/2• va romi p, 4' 1/2-0 Wtn INC HUS-H ECRE�&1/2-0 POWER FASTENER ALTERNATIVE SECTION X1-X1 W/`V!/ AEOGE-BOLT ANCHOR FOR V9(END&INTERIOR)MULLION 3' 6' u - W/ORVITATION/1. X1 ' " ORIENTATION /( 2 t/2•0 WLn INC M BOLT TZ ONLY FOR @&®BRERIOR tl X1 (4x8INTERIOR MULLION ONLY W/ it ) MULLIONS W/M MAYION Q2)&®(END UUUJD4 W/ 2 +/2' 5+/2' 0>�•zCv/Bo[rcN>a (DP.TOP/&)TTCN) ORIEWMN/1). 3'0-0/4•4'-8- V 41/2'0 KID INC HUSH SCREW&,V2-0 POWER FASTENER x (6061-T6 ALLOY)MED Alum. HEDGE-BOLT ANCHOR FOR PG&IEND OR LNTEWO{t 3' B' 3. ANGLE EA SME W/ 2 T• ULUON)W/ORIENTATIONS 01 OR#2. 0 1• 1 1/2.0 TH BOLTS TO 1/2'0 HallRIC KW BOLT Tz ONL FOR O& ItIET00R MULLIONC1 I I NS W/OROCATiON 92)& (END U ON W/ 31/4- 7 1/2' 1,1,/ AncN St). f EDGE OF SAAB 6.8'EXTERIOR II 6- 1/2 O HRn INC HUS-H fiCREW CR 1/2'0 POWER FASrLT/ER G ( NLTIE-60LT ANCHOR 5EE NOTE ON ___.V CHFDU 16' N EDGE OF SLAB, IIF APPLICABLE EEr 25.VAUD FOR END&aREFROR UUL1bN5 0& 3' 6. Min. E.O. )Ain. E.D. �II /O-JDVATIONS/1 OR J2. C APrPLVa"fFr(SEE SCHEDULE p11) (SEE SCHEDULE pH 4)ANCHORS I POURED CONCRETE (SEE SCHEDULE$1) e - -- - t 1 SCHEDULE �Z (f'c=3 W min.). I INSTAWAnON NN'SL49 YIN.ANCHOR 107L EDGE SEE SCHEDULE �1. 11/2•-.- 4' 3` �� THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOrfONJ EY6EOUENT DIST ALTERNATIVE SECTION X1-X1 W/ * REWD. .•F ^�'•- L Ia k H 4' g/6.0 WLTI IhY.Fft)S-H SCREW&5/6'0 POWER FASiFNER 2 1/2' 7 FLOOR TOCEILINGlTRAPPED MOUNTING:MULLIONS n OR lal'� wEOGE-Bar ANCHOR. 4"xSECTIONS w ( ' INT 8ERIOR AND END MULLION ONLY,1 Y FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ` °�°"'"`°G'� `L -- * Ro1UngShu9ferSysfdmNautilus DRUM B* d *,•' No.44167 � 06/2yn APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS -o 1L E C O EMt. SCALE 1/B'- 1' - /'ti \.` TIl1R TESTING![E/ICINEERING COMPANY EXPERT SHUTTER SERVICES INC. 0 K°••is.a,V�'`.'•(�I\\ asss ru.xm.cL r 34 vrw cucOs n.nrct 1625 S.W.BILTUORE STRUT 17-2¢4 LAFTTI)r- �r wn.:(MM.-IEw.r:GmaN-lulPORT \ \\\ a-mai:L1le000001.cOm all0ni( )149-)W0.. 'rA'M1:(774)6671-o9Ga DRAW=Ne SIDE RAIL D AND BOX NOT = '�s F1 1 is om67++a SHOWN FOR CLARITY a S/ , WAL76i A 761ST:r.P.c FLOP.®A Uc_O 44167 pP Ysrl SHEET 11U0r 26 . EDGE IF APPLK:APLE 2"xMUWON DEPTHxI/8"Cont. \\\\ \\ \ ALUM.TUBE (TOP & BOTTOM) W/ 1/4.0.3/4'ITW BUILDEX TEK SCREWS TAPCONS XL W/2 1/4W/ 1-0.0..0.060'GALVANIZED STEL 1/6- �.5�1.6"O EMBEDMENT 0 24" o.e. WASHER 0 24"o.e. M n. ED } 1' 1 EDGE IF APPLICABLE� 4' EDGE IF APPLICABLE 7 3/4'Min. E.D. 2' 1 7r(f e=3 ka W1) 10" 2+\ 7 3/4"!�A ni. E D. r 2' 8"tin.TECCK READ. 1 I 2, 2 END CAP \ POURED CONCRETE 7%4- I I (1'c 3 ksi Min.) \Fxex3/ ��IOR POURED CONCRETE UP �n,E.D. ;E0.-{-E0. I 8- Min. THICK REO'D. (f'c 3 kc; Min,) —\ 4'EXIEtiIOR 4- I 8" Min. THICK REO'D. `C o N • \'\\�\\`\\ \\\ \I I ORERIOR ry �OR G1 I I 2' GOR G1 2' 4' GOR© N ® p I ® 2" 7 3/4'"Ain. E. 2' y Q/8 Or A I I 7 3/4"Min. E. \ yF�n Q�8 OF 1 4'x4•x3/8- zu' R/8 Or C R/8 OF L___ y (6061-T6 ALLOY) (6081-T6 ALLOT) o N / n I I / FA SIDE. EDGE IF APPLICABLE Alum.ANGLE EA SLOE zo R� 8 n R� 8 EDGE IF APPLICABLE "G M'"' I I D (LSO INSTALLED SHOPPED MOUNTED SECTION X2-X2 W/n OR CGS ALTERNATIVE SECTION X2-X2 W!(G�OR(2* 'LASSe I I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) _(END & INTERIOR MULLION) (W/ ORIENTATION 1) AV ORIENTATION 0 2) STN \\1 1/16'\\\ \� I (4"x6" or 4"x8") 5a /Ain.ED 1 L1 1/2"x1 1/2"x0.062-xCONT. ALUM.' (6"X4" Or 8"X4") r 7 3/4- --- ANGLE W/ 1/4"ox3/4" ITW BUILDEX ULU.E.D. SEK SCREWS ® 24. O.C. TO TUBE. � I I 1/2" • SIDE RAIL@ NOT SHOWN FOR CLARITY 1- CONrf OUS POURED CCtX:R=7 E(f c-3 la Aha) I i 10'Sr Tam.THICK REO'D. \ I X2 I X2 EHP.TOPAROB) 1 1/2- 1 1/2- (-.TOPAQ—) SQA T 7 3/4' ewx3/8"x0'-10-(6061-T6 ALLOY)Alum.ANGLE '`�'.((�`N Tj MIST.E.D. -EO EO EA SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION , ••Q�l'•••' ./ & (2) 3/4-0 KWIK BOLT TZ EXPANSION ANCHOR �P� t'•JC7uzs••'•••9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ��\\\\ 11/5'Min. EMBEDMENT TO POURED CONCRETE • tsuAN Im • : •s 02017 rLIE00 INC. EDGE IF APPLICABLE WALL. (TYP.TOP & BOTTOM). �•44167 r: Nautilus L� * * * �� RaRfngShuKezSya(em cey2a/n WALL MOUNTING:MULLIONS n OR "a - L E C O INc. CATE POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. SECTION W-2 =OAF ,11s` ese d i I„';�„'0.,�1ta°Wim, y,v'u 1626 S.W.PlTULK STREET 17-244 ECOID&INTERIOR WALL MOUNTED MULLION INSTALLATION = S/0 E�6�t` EB-W67 9 °°��` ` 398` Baa N� y cv+c:(ec01 T.o-owo.rAx:OTt)e�,-ano l0 WALTER A.T6IIT Jr.P.E. ¢+oonr •'n SCALE:1/8' 1- P.E.S'�Wf91oNAINE/DATE FLo1mA 1;P 0"167 aP,e-m, rw• �. WM I1 OF 26 r 1/4"0x3/4"ITW BUllAEX TEK SCREWS EDGE IF APPUCABLEI EDGE IF APPLICABLE-11 DEPTHxl/8'Con,. W/ 1.O.D.x 4"o. CALVMTZED STEEL \ AT ALUM.TUBE (TOP& BOLTON) W/ ,YaSHER O 24'o.e. -Mi EDGE IF APPUCABLE� 7 1/2- Aln. E.D. \s/1s"o TAPCONS XL W/ 2 1/4 a.\7 - Min. EMBEDMENT® 24' T_MIN7 1/2" Min. E.O. 2"2' 2" I 2' POURED CONCRETEPOURED CONCRETE (('c - 3 ksl Min,)6' Min. THICKNESS EXTERIOR I \ / 6' i 3 ksi Min.) 4"DgERIOR REO'D. \REODTHICKNESS117 I 2' \ 4- G OR GQ 2- G1 _ CCN111-'UOUS Pomm I EO.- EO. I END CAP I 7 1/2 CMC;;iEETE(rc=3 W V.1\i I 7 1/2'Min. E. 2" 7 1/2"Min. E.D. 2' Min.CO.fi'Lut.THICKNESS 4- I ' 4"x4%1/4- t _ y 4"x4'xt/4- (6061-T6 A1101) z� REDID. 1 , (6061-T6 ALLOY) —T um,ANGLE EA.SIDS ©OR G1 EDGE!F APPLICABLE Alum.ANGLE EA.SIDE. EDGE F APRUCABLE n I i EXTERIOR ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X242 W1 (W END & INTERIOR MULLIONS) INTERIOR MULLION) (p(% ORIENTATION °11 �• n 1 ® (W ORIENTATION # 2) ro Q/8 or a I I 0/8 or (4"x6" or 4"x8") (8"X4") zW / y I / i RR/8 r o R'/8 r 0 SEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WALL o� MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 6 1• (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 �N E)asrutc ii�M" 1 I D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): g Is, �A I I MOUNTED PER SECTION R'-R' 1 I ON SHEEP 8.) INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH --60.8 p.s.f. 66n.END 1' Lt 1/2"xi 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" ' - ANGLE W/ 1/4"ox3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION Miff.ED. TEK SCREWS ® 24' o.c. TO TUBE. SPACING. VAUD FOR CONNECTION TO I t 1/4• CONCRETE W/ HILT] INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1`/2- 13 1/2'6' \ I X2 INSTATlATION CASE II' - COMMERCIAL APPLICATION FOR 1100.0 /moi t/4" T���ul p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" .M Iry1 1/a• MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO �t �—� CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1/2' EO EO �4'x4'x1/4'x0'-6"(6061-T6 ALLOY)Num.ANGLE MIN.E.D. CCNCFCTE(rc=3Ts�- EA SIDE W/ (2) 1/2'0 THRU BOLTS 70 MULLION Let) 6"MIn.THICKNESS\ &(2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR "'ASIDE RAILQD NOT SHOWN FOR CLARITY �• \\REQ'D. \'�\ W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE •(�A•TI�� WALL. (TLP. TOP & BOTTOM). ........... EDGE! APPLICABLE-/ '-•9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zcw) WALL MOUNTING:MULLIONS (G-)OR(M `�, � 02017 TLL.TECO are. CRAOM Rt POURED CONCRETE WALL i' x.44167 ailJjJUS SECTION W-2E_ ? RoHingShuHerSyatem _ cs/2yn ` 1L E C 0 INC. °ATE OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION \�, TILLR TESTING a ENa1NEERMC C"YVANY EXPERT SHUTTER SERVICES INC. * ? o.. ip ,sus S.W.�LrwD STREET -244 PORT�tQC•••.. ��\`11\ e-mo 4l aoatwm wexe(eao)749 sm .•rAX.0777) mso EAww Ne APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS S�nuel�C ,1 . SCALE-- 1/8'= 1' Yui WALTER A zI 1 Jr.Nrat j j`1;I TURE/DATE FLORDA•tie•1"167 au IR /7- SNECT ItA0F T6 � s 4' Min. E.D. Min. E.D. FOR (1) 3%4.0 WK BOLTEXPANSION 2' ANCHORS 0 END MULUON Q3 3-x3-xl/2-x0'-4- (ORIENTATIONS P1 &(2). (6061-76 ALL m. 1 + 2' FOR (2) 3/4-0 KWIK BOLT TZ PAISION ANGLE EA. SIDE t'I/ (2) Min, E.D. "Min. E.D. —ANCHORS* INTERIOR MULLION 3/4'0 THRU BOLTS TO 7 1/2' MULLION & (1) 3/4'0 (ORIENTATION §2). K1'!IK BOL TZ EXPANSION � ANCHOR W/ 6" Min. EDGE OF SAAB ED�GE OF SLAB EMBEDMENT TO POURED 6 APPLICAbNP T I I I �1 i I IFI AFPLICABLE CONCRETE (iyp.TOP & BOTTOM) G2 r EXTERIOR POURED CO!JC a 8' 3. Min.TH+CK Rzd'D. 6 a I 6 3. p I I n I 2- 2" E](I511NC-Jp I I 4- CLASS t, I SECTION -�Mm. I G2 _ (END MULLION ONLY n 1/2" 4' 1 1/2` W/ ORIENTATION 4 1) 1 t/• t 1/' EXTERIOR4- (7"x4°) a N a I 3" 3• 0 I I 4 EXTERIOR 4" DaMOR G2 G2 { 1 1/2- �} t 1/2' 3 1/2' 3 1/2" R 7' 7'. (T1P.T�/BORC17u I (11P.310P/60Ti0M) 3'x3'xt/2"x0'-T(6061-T6 ALLOY) /3rx3y'xi/2"xO'-7'(6061-T6 ALLOY) Num.ANGLE EA SIDE 1Y/ 2) 3/4'0 Alum.ANGLE E0. SIDE W/ 2) 3/4.0 a CEO. I E0. THRU BOLTS TO MULLION & THRU BOLTS TO MULLICN & 0 POURED CONCRETE (1) 3/4-0 K1YIK BOLT TZ EXPANSION (2) 3/4'0 KW!K BOLT TZ ANSION ® I 1W EMBEDMENT ANCHOR 6•Min. SO N 3• r-(t'e 3 ksi Min.) ANCHOR W/ 6'Min. EMBEDMENT TO POURED CONCRETE(TTOP & a 1• 8" Min.THICK REO'D. POURED CONCRETE (Typ. TOP& BOTTOM) OTTOM) ' ,Y/ (END INTERIOR MULLION ONLY) " I , MULLION ONYI .( EDGE CF SIAS / ' ` ,i I 'j EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ - x (F aF IIF APPLICABLE (W1 ORIENTATION f 21 FOR (2) 3/4.0 KWIK BOLT TZ E PANSION ............. (4%7") L(in. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION •'' �{�.TI1V�:- • SIDE RAIL 0 AND BOX NOT SHOWN FOR (ORIENTATION 02). CLARITY. `Min.E0. Min. E.D. FOR (1) 3/4'0 KWIK BOLT TZ EXPANSION `�� •'J•G�Stc ANCHORS ®END MULLION BUILDING CODE(Non ffigh VebuTy(iurticane Zone) (ORIENTATIONS (11 & Q2). � l . � 02017 TILTE00 wo. Nautilus CRAM a4 _ * ; (& Lr_ FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? *` IL EC O IMC. ROII1ngSheUerSystom fP/2T/17 E SECTION W-3 -4 EXPERT SHUTTER SERVICES INC. DATE 1626 S.W.F.LTLIC STREET t 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' °J�NA�-� �' `""°°'CM—G°°L.. ° Z PORT 7�='�r�M)�� t 1 �� J' WALTER A T11L7f1Jr.P.E r� ° nu ec` ruc SKEET 12 DE26 SCALE: 1/0"a 1' P.E.SEAL/SI NATURE/DATE FLORM7 Uc./44167 r6 R.n O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Zein. E.D. Min. E.D. COVERED 8Y SCHEDULE lb' FOR INSTALLATION CASES I, Ia & II EDGE OF SLAB _(SEE SCHEDULE !71) I`(SEE SCHEDULE J1)')EDGE OFF SLAB ON SHEET 25. IF ArPi,E"I il'APPUCN E (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 71 3'Y3'zt/4'■O'-7' t' t' PRESSURE RATING, 12'-0" MAXIMUM . n 3' POURED CONCRETE (6061-T6 ALLOY) - —l5��- MULLION SPACING. ° (Pc" 3 kei Min.), Alum.ANGLE EA. SIDE I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. " SEE SCHEDULE 01. W/ (2) 1/2.0 THRU ° BOLTS TO MULLION 3 INSTAl1ATION GSE la - RESIDENTIAL AND COMMERCIAL APPLICATION II W/ *60.8 p.s.f. MAXIMUM A.S.D. DESIGN ° iDMOR PRESSURE RATING, 8'-0" MAXIMUM MULLION i GLASS SiiNG�l SPACING. Gtn 1- G3 1 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. "1 Min. z n G3 1 1/2' INSTALLATION CASE II - COMMERCIAL APPLICATION FOR 4100.0 P.S.f. 1 Y MAXIMUM A.S.D. DESIGN PRESSURE RATING, EXIMOR' (4)ANCHORS—' 8'-0' MAXIMUM MULLION SPACING. SEE r ° j (SEE SCHEDULE 0 t) z� t SCHEDULE 1 FOR ADDRIONAL SPECS. Fz ® d ALTERNATIVE SECTION X3-X3 W/IG� Q��B ° Q��8 (W/ ORIENTATION g 21 SCHEDULE #1 a (2"X7" INTERIOR MULLION ONLY) N� a INSTALLATION THICKNESS AltCHOR TYPE & SIZE MIN.ANCHOR STANCE FOR zo CASESREO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR ��+ e ' • SIDE RAIL DQ AND BOX NOT SHOWN 3/8'4 H1LTI INC HUS-H FOR CLARITY. I 4 fit• 2 1/2' S t/2' ° 3/8.0 POWER FASTENER WEDGE- BOLT ANCHOR X3 X3 ° 1/2'0 1.101 INC KWIK (M TC-AiDTTC'e)9 (DP.TDP�TTGN) Ia 4' PLT TZ 2 1/2' 5 1/2- a s II 6' 1/2'0 HILTI INC KWK 3 1/4- 7 1/2- POURED CONCRETE BOLT TZ a 3' (1'c'3 ksi Min.), a 1' SEE SCHEDULE St. k' EDGE OF SLABJ EDGE OF SLAB IF APPLICABLE IF APPLICABLE 1 Min.E.D. Min..E.D. JI (SEE SCHEDULE#1} SEE SCHEDULE #i) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 ,�'';�r A'rl�V� •' FLORIDA BUILDING CODE(Non High VetecityFIurrk:°ns Zone) '1: °'°"„LTECC°`� Nauiw*lus ` Lq04, _• No.44167 xottL,gsLt,Hersysrem Es/ INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * *` AM cr Q INe. a1E '�1' T1lLfT T13T1N0&ENGINEERING COYPArn EXPERT SHUTTER SERVICES INC. 9 '•. �. 4+�J a s y w. laza S.W.ilcnaRE s1REEr 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS = o,� •. CUp `�� "_�a: aaa0.2— plom1 OTS rW Ar 84 J_ �,W„04,ld SCALE: 1/6•- I• - fin•••• X11 Y� TT 6719 SCALE- as�,m. ua ,n. awns un 5'1k2T t1A 0C 28 -P".¢-,40;,i•0L/DATE f� EDGE IF APMCABLE 2'xMULLION DEPTHxt/8'Cont. \ ALUM. NBE(TOP & BOTTOM) Y!/ 4 \ \ \�\��\ t/'ox3 4 /'RW 0'BUILDEXGALVANIZED NIZ SCREWS EL 5/16.0 TAPCONS XL W/2 1/4' Y!/ T'O.Ds0.060"GALVAxRED STEEL 2 I/6• Min.EMBEDLIENT O 24' o.c. WASHER O 24'o.c. 7 3/4' Mtn. E.D \ tMill E.D. 1 EDGE IF APPUCABLEA '1 1/21 7 3/4"Min. E.D. \ G2 2' . Mmcnlais POURED 2- ) r CONCRETE(Pc=3 W 9 \\ 10' I \ B"Min.TICK REO'D. % I POURED CONCRETE (f'c - 3 ksi Min.) a' EXIFRtOR 11 END CAP 8" Min. THICK REO'D. \\\\ \ I w �/ED NOTCH WE EO.—EO, I 4• (iYP.TOP/BOTTOM)� 7 3/4'Min. E.D. g yq 6 I. I 4'x4'x3/8' (6061-T6 ALLOY) p Min �JUm.ANGLE Ek Sir. zP 6 -- rnN (WALL MOUNTED SHOWN. MAY BE T Exisnnc�� I O ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLEGLASS n I PER SECTION 0'-0' ON SHEET 8.) o G2 n I DaMOR SECTION X4-X4 W/ G7 " •(END &_IN_T_ERIOR MULLION) Q o I ® Y ORIENTATION 0 21 gy Q,/8 6 Ql/8 (4"X7") g� Min.E.D \ r t 1/2-xi 1/2-XD.062"xCONT. ALUM. t SIDE RAIL DO NOT SHOWN FOR CLARITY 7 3/4- 3- ANGLE W/ 1/4" x3/4" ITW BUILDER g WrL E.D. I I TEK SCREWS ® 24" o.c. TO TUBE. I 1 1/2' 7- CCNTlkUOUS POURED--N I C CRETE(rc=3 Tei wrL) N I to' 8"tin.TWCV REQ'D. X4 1 74 07.T:P/z 6u) I t/2- \ t 1/2- (na.roP/66TroM)' Mai/ED. 4"x4•Y-3/8'x0'-10'(6061-T6 ALLOY)Alum.ANGLE . •TI1,/,�1�', -EO EO- EA, SIDE W/ (2) 3/4b THRU BOLTS TO MULLION �` Q. G S` ••,9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) q &(2) 3/4"o KWIK BOLT TZ EXPANSION ANCHOR ` q SRAsr1�: W/5'Min. EMBEDMENT TO POURED CONCRETE ,4416 03017 TILWCe SRC. lV'aiZ>�0 EDGE.IF APFLICABLE WALL (TYP. TOP &BOTTOM). lus WALL MOUNTING:MULLION �2 ` '��E O ltoHln9SbnitcrSysl�m ra�aim 7111/T TES s POURED CONCRETE WALL a-o • ENGINECRnTO COMPANY EXPERT SHUTTER SERVICES INC. f✓� • �\ h RR�,�Vfff \ e�k..tm a r. w—. wa>xs n M,ee 1620 S.W.BLTMORE STREET 17-244 SECTION W-4 =�O ' FCO .,Gsm�1-RMo.�«.{]L3 h1-.M1 : s'• ,dt� a-maw-W6712 mm PHDI.(EOC) wsaPORt Sr. r'ru(m)er1-M" oPAwara N. END&INTERIOR WALL MOUNTED MULLION INSTALLATION - WALTER A TnuT P.E �.- �- SrA1c•1 8' 1' P.E.S J /DATE rLOROA LEW#"X �vw i SKET 13 or 26 EDGE IF APPLICAIILEEDGE IF APPLICABLE 2'xMUWON D'cPTHx1/8'Cont. AD UM.TUBE(TOP & BOTTOM) W/ 1/4'0.3/4'RW BUILDEX 7EK SCREWS \ 5/16"0 TAPCONS XL W/2 1/4" lW/ 1'O.D..OA60'GALVANIZED STEELMin.EMBEDMENT 0 24"o.c. WASHER 0 24"o.c. 4 3/8'Min. EDMW.E.D. CONnCRETE(fcNUOUS P�3 t�d 1 2• 8'Min. THICKNESS I — REID. I ( EXIMaR im/ED. \ \ I \ ' 1/4' M END CAP 4 3/8'Min. E.D. � I CCNTINU01l•POLRED ° CONCRETE(re=3 kI!!a) I 0 Sr tom THICKNESS 1" gN REQ•®• Min• I G3 EDGE IF APPUCABLEf G d Z ° SECTION X4-X4 W/ G3 In N n I (INTERIOR MULLION) (WALL MOUNTED SHOWN, MAY oa EXISTING 11LXEDXaTMIR BE ALSO INSTALLED TRAPPEDLW/ ORIENTATION 2GLASS �IMOUNTED PER SECTION 0'-0• (T°X7"� oON SHEET 8.) 0SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND g Q'/8 n Q'/8 SPAN INSTALLATION): »z t%2'\� ���� INSTWIATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.D \ 1 Lt i/2"xt 1/2"x0.052"xCONT. ALUM. APPLICATIONS WITH E60.8 p.s.f. 4 3/B' — ANGLE W/ 1/4"0x3/4" ITW BUILDER MAXIMUM A.S.D. DESIGN PRESSURE IV.E0. 1 TEK SCREWS 0 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MUWON I ® SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4 I X4 POWER FASTENERS WEDGE—BOLT pra.lc�/Eu t79 3 1/2' I pm•Top/Emrou) ANCHORS. ~� INSTALIAMON CASE Er — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' "-(2) 3/8'0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO MEN• ED. ( TT Min.EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. EDGE IF APPLICABLE CONTINUOUS POURED ,,�'��A.TI( SIDE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(I'c-3 W!lm) 1'' 8'Min. THICKNESS REO•D• Q11�:'•JGENS�'•'•.' FLORIDA BUILDING CODE(Non High Velocity Hurrtcone Zono) WALL MOUNTING:MULLION 02017 M7ECO mr- sure+er POURED CONCRETE WALL �'4Q1 BT Nautilus LG SECTION W� _ ��6* SolUngauftrSysfem 00/24/17 •�• �, IL E C O imc. �T Q INTERIOR WALL MOUNTED MULLION INSTALLATION * =9 °,� Pa' nom*tE=*IN�a ENGINEERMO eOYPAeIY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS `'--.'SJpNA� � ��, r "°® y�U1LC 11. °� 7-244 (�`19- ` `=.MWX41E 87'-Om 1 WALTER A.TMW-O,E. a..R ue •s r mune. eue SCALE 1/8'= 1' P.E. S fIWf E/DATE lwwoA U..A"167 , WW 134Or 26 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.L)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN-V(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2.-ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" 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"L"ft. 2.ENTER SCHEDULES 1a THRU 2e 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.,12',8'OR 7n,AND DETERMINE MAXIMUM M LLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(CG),(, &I@),MULLION TYPE& MULLION ORIENTATION. • ENTER AS.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12.12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FORA FOLLOWINGIDEFINITION FOR SLATFIC PRODUCT IS ANG IN SHALNSTALL BE CONSITION DERED:INCLUDING ANCHOR TYPE,THE CONCRETE FOR A GIVEN MULLION TOP&BOTTOM FOR FLOOR TO L�INPGE(I�P,I ED�O$VLL MOUNTINGS OF MULLIONS INTO LL=THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4o:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION 70 GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • FAINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART IO:PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W10 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 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A_S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR pNCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 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&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEDURE 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 T),AND DETERMINE MAXIMUM MULLLIION PA CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(S.D `.7& ), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11.11A,12.12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING ED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(@,0,@&0). 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(ANCHORS A&D OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. `Q�.�a vGs• '.,/9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) H0.44f 6T 0 2017 TILTECO CRON/em* ` * NautiluLr- s RotlingShaHorSyaiam ca/n/n 11LIE C O imc. EXPERT ° �Q''. /�,^,•�, ��, T TCSTINa CNGWfCRINa COMPANY am •[ MPANY SHUTTER SERVICES INC. Rn` rdKit?;•: 1, °s'�;Twp°,- . I POR S.WST. UMeCLTUFL STREET4084 17-244 C:n •••• 6 IIS a-n,clh LlfeeoCod.wm (NO) ST. 2%. R.J4Oe{ OTAVIta No NA1 ��IIL_ wu,Eris�Tnu`T"J.PE �ws 000l T.gan. .:a en opo ev.r am,a vx am•m, un P.E. S�SKr.3tGf1AYLRE/DATE FLOROA�•1 44167 SHEET T4 ar 26 SLAT PERFORMANCE CHARTS Ia. Ib• Ib' & IC: (ONLY VALID FOR 112"SLIP) FOR A GNEN A-S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/0 CHART Ila CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATME A.S.D.LOM 3/8"0 i(IMK BOLT 3 ANCHOR 5/16'13 TAPCON XL ANCHOR 5116'm TAPCON XL ANCHOR USE UAXIMUL POSDNE"D.LOM VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CEM CONCPgE BLOCK MAX; MAX.SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN .�. (FT) '�'' (FT) "�•, (FT) MEASURED TO BACK OF SLAT(in) RESSU erdtR �QApIL(O1D11�(-((T IT a w/r ua uT m u wE� eu(D our WAIL WPID MOUNT W/ UOUNT suns arr e(E(O'atn W/O STORM BARS W/STORM BARS �S�G SEE NOTES# SEE wm# Sm 1* Sm NOT15# SEE MITES# SEE NOTES # # SEE NOTES© SEE NOTES# SEE NOTES# 5# mow�© D ZOO WIND ONE NO,ON WIND 4 ONE 30.0 20'-0' 15'-4' 20'-0' 20'-0_ 20'-01 15'-4' 20'-0' 18'-0" 20'-0_ 15'-4' 18'-0" 15'-6' 1' 14 1 2' 6' 7' 35.0 20'-0' 15'-3" 20'-O' 18'-O_ 20'-O' 15'-0' 119'-O_ 16'-3' 20'-0' 15-0_ 16'-3' 14'-0' 1' 14 1/2' 6' 7' 40.0 20'-0' 15'-2' 19'-7" 16'-6" 20'-0' 14'-5' 17'-4' 14'-10' 18'-11' 14'-5' 14'-10' 12'-9' 1' 14 1 2' 6' 7' 45.0 20'-0' 15-0' 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' 7' 50.0 20'-0' 14'-10' 16'-9' 14'-2' 19'-I' 13'-1" 14'-10' 12'-10' 16'-2' 13'-1' 12'-9' 11'-0' 1- 14 1/2- 6' 7' 55.0 20'-0' 14'-8' 15'-6' 13'-4' 17'-9' 12'-4" 13'-11' 12'-1' I5'-0' 12'-4' 12'-0' 10'-8" 114 1 2' 6' 7' 60.0 19'-5" 13'-9" 14'-9" 12'-7' 16'-9' 11'-8' 13'-2" 11'-5' 14'-2' 1V-B' 11'-4' 10'-0' 1' 14 1/2' S. 7' 65.0 18'-4' 12'-11' 13'-11" 17'-11' 15'-9' 11'-0' 12'-5' 10'-11' 13'-4' 11'-0" 10'-10' 9'-6' 1' 14' 6' 7' 70.0 17'-4' 12'-1' 13'-3' 1V-4' 15'-0_ 10'-6' 11'-10" 10'-4" 12'-9' f0'-8' 10'-4' 9'-0' 1' 13 1/2' B' 7' 75.0 16'-6' 11'-7" 12'-7' 10'-f O' 14'-3' 10'-0" 11'-4" 9'-11' 12'-0' 10'-O' 9'-10' W-10' 1' 13 1/Y 6' 7' 80.0 15'-9' 1 11'-0' 12'-D' 10'-5' 13'-7' 9'-5" 10'-10" 9'-7" 11'-7' 9'-5' W-3" 8'-6' 1' 13' 6" 7' BSA 15'-O' 10'-6" 11'-7' 10'-0' 13'-0' 9'-3' 10'-5' 9'-Y 11'-2' 9'-3_ W-0' 8'-3' 1' 1Y 6' 7' 90.0 14'-2' 10'-1' 1V-2' 9'-8' 12'-6' W-10' 10'-1' W-11" 10'-9' 8'-10" W-10' 8'-0' 1• 12 1/2" 6' 7' 95.0 13'-5' 9'-6" 10'-9' 9'-4' 12'-0_ 8'-5" 9'-9' 8'-7' 10'-4" 8'-5- 8'-6" 7'-9' 1' 12 1/2' 6' 7' t00.0 12'-9' 9'-4' 10'-5_ 9'-1" 11'-B' W-4' 9'-5' 1'-4' 10'-0" B'-4' 8'-3' 7'-6' 1' 12' 6' 7" 105.0 12'-2' 9'-0' 10'-1' 8'-9' 11'-3" 8'-0' 9'-2' 1'-2" 9'-e' 8'-0' 8'-0' 7'-4' 1' 11 1/2' 6" 7" 110.0 11'-7' 8'-6' 9'-9" 8'-6" 10'-11' 7'-10" 8'-10' 7'-11' 9'-3" T-10' 7'-9' 7'-Y 1" 11 1/2' 6' 7' 115.0 T1'-1' 8'-5' 9'-6" B'-4' 10'-7' 7'-8' 8'-8' 7'-8' 9'-0' T-8' 7'-8" 7'-O" 1' 11 1/2' 6' 7- 120.0 10'-8' B'-1' 9'-3' 8'-2' 10'-3' 7'-5' 8'-5' 7'-6' 8'-11' 7'-5" 7'-5' W-10' 1' 11' 6' 7- 125.0 f0'-2' 7'-9' 9'-0' 7'-11' 10'-0" 7'-2" 8'-2' T-4' 8'-8' 7'-2' 7'-3' 6'-8" 1' 11" 6' 7' 130.0 9'-10' 7'-6' 8'-9" 7'-9' W-9_ 7'-0' 8'-0' 7'-2" 8'-5' 7'-0' 7'-2' 6'-6' 1' 10 1/2' 6' 7' 135.0 9'-5' 7'-2' 8'-6" 7'-7' 9'-6' W-10" 7'-10' 7'-1" 8'-2" 6'-10' 7'-0' 6'-5" 1' 10 1/2" B' 7' t40.0 4'-1' 6'-11' 8'-4" 7'-5' 9'-1' - 7'-8' 6'-11" B'-0' - 6'-10' 6'-4" t' 10 1/2' 6' 7' 145.0 B'-10 8'-2' 7'-3_ 8'-10' - 7'-6' - 7'-10' - - i' 10_ 6' 7' 150.0 8'-6 8'-0' 7'-2 8'-6' - 7'-4' - 7'-9' - 10_ 8' 7' 155.0 8'-3' - 7'-10• 7'-0' W-3 - T-2' - T-7' - - - 1' 10' 6' 7' 160.0 8'-0' 7'-8" 6'-10' e'-0" 7'-1' 7'-5' 1' 10 6' 7' # Z{Qga 1.ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG ASANCHOR ON SHEETS •'+'••• & IS INDICATE THAT AN ANCHOR SPA CINGHEDULES IS AVAILABLE FOR THE7CORRESPONDING SLAT llaa ..,.. SPAN AND AS-D. DESIGN PRESSURE RATING FLORIDA BUILDING CODE(Non Nigh Velocity Rurricono Zone) 2. RECUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH `4� f 02017 TXTECG INC, • GRASTI er. 3/8'4 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, IMOD•4416 Nautilus POURED CONCRETE OR GROUT FILL CELL CONCRETE BLOCK, OR ` �� RollingSbnKOrSystom 03/24/17 WITH 1/4'4 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR �'o• IL ECO INC. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. i, EXPERT SHUTTER SERVICES INC. Z0� . ,�Q,,� 2. TESTING h ENGINEERING COMPANY ^••"a xu.s.. 't.:a+,w�vw r+a�os n nue 1626 S.W.&1TNORE STREET' Fh ,'• ... a . 17-244 3. MAXIMUM SUIT SPANS FOR INTERMEDIATE LOADS MAY BE F t e FORT Sr. ti 7n)S 11 -"aa:LW06719 eaen FHDIV(PAG)742-20W.FAY(m)e)1-CJ-oO ORAwNtG Ko DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 56� wu_T k TTAALIT'a,.P.E ua .. oxano. P.I- �I ATE FLOROA l:-6«1ST y, SRa7 15 of 26 MAX.ANCHOR'S SPACING SCHEDULE Va FORA 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 • SLAT SPAN RANGE DEM PRESSURE RKMING 0'-4't > 4'-5't > 5'-8't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 18'-20't s 30.0 9' 9' 9' 9' 9" 9' 9` 9° >31-40 9" 9" 9° 9° 9" 9' 9" 8' >41-60 9' 9" 9' 9° 9" 9" 7- 5 5/8" >61-60 9' 9" 9° 9° 9" 8" 5 5/8' 5 5/8° SLAT t NQM >e+-+05 9' 9" 9' 9' 9 6 1/2" 5 5/8° IVEN- �SPAN� MAX. SLAT SPAN FOR A >t06-120 9' 9' 9° 9' B. 6" - - PRE SURE A.S.D. >121-140 9" 9' 9' 8' 7" 6° - - NEVER EXCEED MAX. SUIT SPAN INDICATED ON MT 9' 9" 9' 7° 7° - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. WA)L A-&D• SLAT SPAN RANGE DEWN Ft R£PATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't 7ANCE(p s 30.0 9' 9° 9" 9° 9' 9` 9° - >31-40 9" 9" 9" 9" 9" 9' 9' >41-60 9" 9' 9' 9' 9' 9" 7 1/2- >61-80 9 9' 9" 9° 9' - >8+-105 9" 9" 9" 9' 8` - >106-120 9` 9" 9` 8 1/2" 8' >121-140 9' 9' 9" 7- >141-160 9" 9' 8" 6- BUILD-OUT MOUNT SLAT SPAN RANGE DESIGN PRESMIM 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RATING E ( ) E E© E E© E E E ® E E� E E EQ E s 30.0 9' 9" 9' 9" 9- [PAI " 9" 9' 9' 9" 9' 9` 9' 9' 9" 9' 9` 9'' 9" 9" 9° 7 3/4 7' 7' 5 5/8 >31-40 9' 9' 9" 9' 9" 9' 9° 9" 9° 9' 9' 9" 9' 9" 9' 9' 9' 9' 7° 7" 6" 5 5/8' 5 5/8" 5 5/8 >41-60 9" 9" 9" 9" 9" 9' 9` 9" 9" S. 9° 9" 9" 9' 9" 7 1/2' 7 1/2 6' 5 5/8' 5 5/8' 5 5/8 5 5/8` 5 5/8' - >61-Eo 9" 9" 9° 9" 9" 9" 9` 9" 9" S. 9" 9° 9" 9' 7" 5 5/8' 5 5/8 5 5/6 5 5/8' 5 5/8' - - - - >et-105 9' 9" 9' 9' 9" 9" 9' 9" 9' 8' 8- 6 1/2 6 3/4` 6 3/4" 5 5/8 5 5/8-.5 5/8 5 5/8 - - - - - - >t06-120 9' 9' 9" 9' 9' 9' 9" 9` 8" 8" 8' 6 1/2 6' 6' 5 5/8.5 5/8" 5 5/8" - - - - - - - >t2i-t40 9" 9' 9' 9° 9' 7 1/2 8" B" 6 1/2 8' 8' 6° 5 5/8' 5 5/8" 5 5/8 - - - - - - - - >+<t-160 9` 9' 9° B' 8° 8" 7" 7` S 5/6 6 3 4' 6 3/4-15 5/8-15 ,++ttt4A,.--•...l/ /J' FLORIDA BUILDING CODE(Non Hf4h Ve)ocfty Hurricane Zone) SW 02017 rL�INC. Nautilus 'WN OV NO.44187RoUfnyseuaersysiom 08/94/(7 b LEC O cmc. VA P ' Hurt restuao a cnnwccr(wo couPurr EXPERT SHUTTER SERVICES INC. ��(l'.• 1626 S.W.69.TUORE STREET 17-244 p nen.a(tosyert-:sv.ra:pns7ert-tvt PORT ST.LWE.n.34984 �(Ln'•, HID +1 e-moa:WeeoQaol.com D(LtK+IW ne Z ti •••�� 1+ M Ea-0006719 �(8W)749-SMS.pa:VM 671-MO WALTER A./067 Jr.P.E. cr.r etcrses, o a tn.r cat ��s��i I�� /DATE nORIa La Y 44/07 aeu en n. SUM to osza MAX.ANCHOR'S SPACING SCHEDULE VU 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 moxww AZA SLAT SPAN RANGE OEM RA1N0 0•-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RAnr,¢(O-0 930.0 a• 8' 6" a` a. 7 1/2° 5 1/2- >31-40 S. 8- a' &' 8" 8- 6- 4- >41-0 a- 8- B' 8- 8- S. 4.' 3 3/4- t _ >st-ea 8" B. S. 8' 7` 4 1/2' 3 3/4' MAX. SLAT SPAN FOR A >51-105 8- a- B. 6 1/2' 5" 3 3/4' 3 3/4• - t----S —y GNEN A.S.D. DESIGN LOAD PAT >106-120 S. a^ S. 5 1/2' 4 1/2` 3 3/4' - _ SHALL NeVE-R EXCEED MAX. >121-140 a" 7 1/2' 6' 4 1/2 a' 3 3/a' ofSLAT SPAN INDICATED ON / - - SLAT PERFORMANCE CHART >141-160 e" 6• 5- 4' 4' ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT ,may,, SLAT SPAN RANGE oesm fRmsurinn 0'-4't >4'-5't >5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 18'-20't Raw RAvrc�.0 s 30.0 S. 6- 6- 6- 66` 6' 5 1/2• >31-t0 6' 6' 6' 6' 8' 6' S 1/2' 4 1/2- >41-60 6- 6- 6• 6' 6- 5 1/2" 4- 4- >61,-80 6' 6' 6' 6° 6' 4- 4- >81-105 a 6' 6' 6- 4 3/4" 3 3/4' 3 3/4- >106-120 6` 6- 5° 4- 3 3/4- - - >121-140 6" 5 3/4- 4- 3 3/4- 3 3/4- - - >14t-160 6' 6' 5" 3 3/4" 3 3/4* BUILD-OUT MOUNT A= SLAT SPAN RANGE O4 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't K33/4- 12'-16't > 16'-20't ROM PRES541E PxTGQP.t) E E E E E E ® E E E E E E s 30.0 6- 6` 6- 6' S. 6- 6' 6" 6" 6" 6- 6- 6" 8" 6- 6" 6" 6" 5 1/2' 4 1/2" 4- 4" 3 3/4• >31-40 6' 6- 6' 6- 6- 6- 6- 6' 6- 6- 6" 6° 6- 6" 6' 6" 6" 5" 4- 3 3/4' 3 3/4. 3 3/4' 3 3/4- >41-60 6" 6- 6- 6- 6- 6- 6- 6- 6" 6- 6" 6' 6• 6" 6' 4- 4' 3 3/4. 3 3/4' 3 3/4">61-Bo 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` - - >81-105 6' 6- 6' 6' 6' 6• 6- 6' 5 3/4 4 1/2' 4 1/2' 3 3/4 3 3/4' 3 3/4" 3 3/4'13 3/4" 3 3/4' - >106-120 6" 6' 6` 6" 6" 5 t/2 5 3/4. 5 3/4" 4 1/2 4 1/2' 4 1/2' 3 3/4' 3 3/4-.3 3/4' 3 3/4•1 - - - >121-140 6' 1 6' 1 6' 1 5' 5' 1 4' 14 3/4' 4 3/4' 3 3/4 4 1 2 4 1 2 3 3/4 3 3/4' 3,,3/4- >141-160 6" 6' 5` 4 1/2 4 1/2"13 3/4 4" 4" 4' 4- /M 3 3 ' - - - - \\ - - - - - \\ ,••�V1s ✓ FLORIDA BUILDING CODE (Non Aigh Vdodty Qurricane Zone) T• '' C 1017 rLTEC0 WC. • cpAm Rrt �4�sr ' Nautilus L` �� +��'n'''CN/P7 ID••••�••��YY(�` 1\\\- wTRss.{,",I•T�s•.T•gyCm,5I,71LmaNG,s®rR^E.'-rCpON9C.G9�RssI7cEO1Cr9 RRu/�aC�Nc�Cr�1�O_'Y.n�P' (au»74RVo-9fxieag.rSALLu(Nme)reS7y +satv7m ..m 1826 SW.BtLiIORE SIRE 1OcR7eA/-arzau2s/Ec4a 4EXPERT SHUTTER SERVICES INC. / ••• PORT ST.WpEFL 349840mAL Rkri 11w WALTER A Ml1 Jr.PL �n.r ®.smi pa ay.r ar>oan a¢ P.E.STEN/S(`fi'% RE/DATE 1LORCa TM/44167 MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE,W15116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT • SLAT SPAN RANGE DESIGN PFPATING' 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't am=(W.) . s 30.0 e' 8' 8' 8' B" 8' 6' 4 1/2- >31--40 8" a. 8" 8' 7' 41/2- - >4t-60 8' 8. 8" 8' 41/2- - - t NOTE: >61-80 8• 1 8• 7 1/2- 7" 5 1/2' - - - SLAMAX. SLAT SPAN FOR A >81-105 S. 8" 7 1/2" 5' 4' - - - ~SPANT—I GIVEN A.S.D. DESIGN 5.106-1 20 e' 7 1/2' 6' 4" - - - - PRESSURE RATING SHALL EXCEED MAX. SLAT >121-140 8' 6' S' - - Co SPAN INDICATED ON SLAT >141-160 7" 5' 1 4" PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT DESIGN SLAT SPAN RANGE PRESSURE PAMNG 0'-4't > 4'-5 f > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RENO£(p.sf.) s 30.0 6' 6' 6" 6" 6' 6' 6' - >31-40 6" 6" 6" 6" 6' 6" 4 1/2- >41-60 6' 6' 6' 6' 6" 4 1/2- >6t-80 6' 6' 6" 6• S. 4 1/2" 561-105 6' 6" 6' 4 1/2" 4 1/2' - - - >106-120 6" 6' 5 1/2' 4" 4 1/2" - - >121-140 6' 5" 4 1/2' 3 3/4" - >141-160 6" 5" 4" BUILD-OUT MOUNT MAX-Ash. SLAT SPAN RANGE OEM PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 127-16't > 16•-20't RµGE(pLLf) E E t,E� R6' E E E E� E E E EQ E E QE s 30.0 6' 6' 6" 6" 6" 6' 6" 6' 6" 6' 6' 6" 6" 6" 6" 6" 5 1/2- 4" 4 1/2- >31-40 /2">31-40 6' 6' 6' 6" 6" 6' B. 6" 6. 6' 6' 6" 6' 6" 5 1/2' 5" 4' 4' - - - >41-60 6' 6' 6" 6' 6" 5 1/2' 5 1/2' 6" 6' 6' 6" 6" S 1/2" 4 1/2 - 3 3/4">61-80 6' 6" 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2 5' 5' 4" 4" 4' - - - - - 3 3/4">61-105 6' 6" 6" 6" 5 1/2 5 t/2' 5 1/2" 4 1/2 3 3/4 3 3/4" - - ->to6-120 6 6" 6' 5 1/2. 4 1/2 4 1/2' 4 1/2" 3 3/4 - - - - - - - - - - - - >121-140 6" 6' 5 1/2 4' 4" 3 3/4"13 3 4" - - - - - - - - 1141-160 5' 5' 4" - �P- •. \t'� •.• "'/nJ' FLORIDA BUILDING CODE(Non High Velocity Hurrfeone Zone) a•' `- ''. 02017 XTECO PX. • CfrAw1 er: *1 .44167 Nautilus 'a) C 0 INC. RoLingShoKerSyafOm CV/24/t7 '•—`� (}� nwr TEsneO h CHGINEERIl10 COYPAHY EXPERT SHUTTER SERVICES INC. �//`' nv;e H.,;.1u.�.w.x3.wou bionq n vire 1626 S.W.KTUORE STREET !7�''•. •'•Q`\ 5e".:f1m1n.-:sw.I.: wllf-5sv POHr ST,LUOE.FL 34984 17-244 wFrs; RIDA:•_�hr1�p e n EB-000000677119.can PKF@(eoD)7a9-GW6.r v )815 G S0 DRAWNO ib WALTER A 10.18 JR FT �i.E„I••••,•• rLOMDA U..0"167 m5wi 9fEET 18 Of 26 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) MAXIMUM A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pss) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 .728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 1 552 280 1 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 1 781 . 320 1 1186 1 400 1322 480 1873 560 1740 640 — — — — — — SLAT ~—SPANS C� *N0TE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVx&VyVALUES. Vy SIDE RAIL`(—TAT VX Vy 11''V� V�7EN$ l�� 1. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) No.44167 ' 0 2017 TILTECO 1.T �m Nautilus w RoU&zgmUftorSyS[e7TE ee/zs/17 Ilk OAT6 TRLR TESTING a ENGINEERING COUPA11Y EXPERT SHUTTER SERVICES INC. /•. 1 cv0 n..:<u..a a..707.wauu cwa.:n avaa 1%6 S.W.nTLNORE STREET PORT ST.LUM PL 74964 17-244 S NAL ,�� -".I.Ee'-n0006719i� PNG.L•(600)719-9056.FAX.(7n)B71-0020GR(WMG Ne WALTER A.TLLLR Y.P.E. r1c.. edVPe+ aaa mar'm Na[ P.E. SEAL/SI4r( tTkE DATE noaw L�.a ", n n sNecE T9 aE:S SLAT PERFORMANCE CHART Ibl & 101:(ONLY VALID FOR 1R'BLIP) SLAT PERFORMANCE CHART JIM & IIC 1: (ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.0.SLAT SLIP 1/8"AND FOR AGIVEN MAXIAUM ASD.DESIGN PRESSURE RATING(p.s.Q AND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXMUhf ASD,DESIGN PRESSURE RATING(paQ AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYP FOR WOOD FRAMES WALLS W/2*0"STUDS, INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib1 °I�/ CHART I01 CHART IIb1 °u s CHART IIC1 UMgk=U IIE0ffKDIPOSI MO ASA Lan '� (trawls I INA1L SLAT SPAN WL MAT W.SEPIW310N (Is'.YV7EAii am 8911004 P0918E ID! ASA G/O USE LLti3AM'AM NO lETJShE ASS Un RA( ,LYA1G•(!t >RiAfl TO MASS{elm TO 5116'(6TAPCON%LANCHOR USE MAX!"POSITIVE ASD• �(� BltK�SW usE �PosRtLg A.S.D. WOOD GRADE uEsnN WN SLAT LOAD VIS 5116.0TAPCONXLANCHOR MIN.SLAT LOAD VIW1E SPAN M� BLw �. � W/o STORM gWS Imow uatgQ n ww0 20HfS wfo 2tkE LUX SUS SPAN • t) REMESUR IA�I. BACK OF AT GLASS uA7aRlu REQUIRED WAX.SLAT SPAN •LY01.' REMMED MIN.SEPARATION TO U'Q wars Ott� s f a a •L�(u(�(rrt) (r1) ItESltiFD TO BACK of LAT() 0�/ 'LIMX.'00 (tU fEStmm TO BIIX OF SLAT C.) SWMER14 KIE 12(C-0.55) 60. 4'-5' 4'-5' f>RE3SURC Ivtl 9n-our fA.n«,T �R w o srORu BARS wu, Bufroor 6wn-«R .�u.1w,�. w o sroRlt ears Raw IIOUNC w/ w/ RATiNO YOUNf w/ W/ •awn-m DOLVAS-FIR-SOUTH(G=OA6) 60 4'-5' 4'-5' 0'-0' ES" 6 tent zoNEs WIND ZONE (Pe0 e WIND zoN� w2m zoAE PRUCE P31E-FIR-SiIFI(C=0 36 60 4'-5' a'-5' (SSE w01F::ef f10TEge1 x0056 1-3 4 (9Z warts6)(sft faT66 tsef NOIS 61 1-1 4 30.0• 10'-•0' 10•-0• 10'-0' 81-1' 18 1/2' 30.0• B'-3' 8'-3' 8'-3' 7'-7' 1' 8 1/6- 35.0•• 10'-D' 10'-0' Ilt'-0' 7'-9' i' 8 //2' 35.0•• T-9' Y-9• 7'-9' 7'-3' 1' B 1/8- 40.0•• tty-O' 10'-0' t0'-0' 7'-5' 1' B 112- 40.0•• 7'-7' 7'-7' •7'-7' 7'-0' 1' B 1/8- 45.0•» 10•-0' 10'-0' tD•-01 7'-2' 1' B 1/2- 46.0•« 7'-4• 7'-4- 7'-4• 6'-9' r B 1/8- ,>Y/7 50.0+» 10'-0' 10'-0' 1D•-O• 7'-0' 1' 6 1/2- 50.0•« 7•-3• 7'-r 7'-3• 6'-8' r 17'-3' 6'-4' f'55.0a 10'-0' 5 • 3 60.0- 10'-0' 10'-0' 10'-0' 6'-9' 1' 8 1 2' 60.0 w 7'-3' 7'-3' 1 7'-3' 6'-2' 1 1' 8 1 8' ---•- .--17= SLAT PERFORMANCE CHART MI:(ONLY VALID FOR 119'SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) �Sw FORAGNE1'IM=fAtOA ASA.DESIGN PRESSURE RATING(p.e.Q AND SHUTTER MOUNT CONDITION FOR (pal), FORAGMNAS.O.DESIGN LARD s. SHUTTER MOUNT CONDITION INCLUDING I(15TALUlTIONS WO STORM 8AR9 PER DETAll2 BELOY! ANCHOR TYPE AND FORINSTALLATIONS VI1O STORM BARS PER DETAIL 2 BELOVI 1 V CHART IIIb i U>��� CHART IIIC 1 SLAT SPAN DEFINITION 511610 TAPCON XL ANCHOR OSE ncMU WX BOKIN P=K NO HMUK Asn 10W USE L011t W POSITIVE ASA USE MAXISM VUDE�cTN@7 POSITIVE lR5£MAXUM POSIrPrE 5(16'0TAPCONXLAMCHOR WN.SLAT LOAD VAt11E AND NEGATIVE ASA.LOW ASA LOAD VALUE SPAN MAX SLAT I IMI.SLAT WSX.SLAT SPAN LIN. pEM7WED E01.SEPARDgH TO SPAN SPAN To aASOWirAato ,""�°"1(�, •L1rW(FT) (ft) uaTmm To Eva(OF SLAT(o) D6ICN •Lmw(FT) •Um,(Fr O/CL a am c) +/2'awr�co AID P 'm-RATM W �-� ;; w o sroRu eAas ( aIL'""v`D I w/o sloRu ItARs v� u�.E4cH SEs ae)TDESIGN q `. WIND ZONES W tD ZONE(0") ts¢141 t5T,, et(ss Ngo Es 61 1-3 4 wmrs• SEEwoos a A as4�E DETAIL 1(ELEVATION) 30.0• 7'-6' 7'-6' 7'-6' 6'-7- i' B f 8' 30.0• V-6' 35.0 w 7'-2' 7'-2' 7'-2' 6'-4' 1' B 1/6' 35.0- V-3' 40.0 w 6'-9' 6'-5' 6'-9' 6'-I' I. B 1/8' 40.0•• V-0• A NOTESr 46.0- 6'-B' 6'-6' 6'-8' 5'-11' 1' 6 t/&- 45.0••• 5'-f0' 0'-0' i' 5' 50.0 4•• 6'-5' 6'-5' 6'-5' V-9' 1' 8 16' O w 5'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0- 6-3' E'-3' 6'-3' 5-7' 1' 8 1/5' 1 55.0••• 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0• 6'-1' 6•-1• 6'-/' V-5' 1 160.0 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAJAE WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF •VAUD FCR I)MMAS-AR-SOM(G=0,46) THE FLORIDA BUILDING COOS. MINIMUM LENGTH OF WALL AT EITHER SOUIHIERN FINE#2(G-O�) SIDE OF OPENING V..ALL BE 33•. SLAT SPRUCE FINE-RR-SMi(G-O.W) j• i S �SPAN� ••VALID FOR DOLTHERN W SOUR(-01%)) SOUflfldJ WE/2(G-0.56) t SLAT SPAN DEFINITION ns t FUR ) ' t7-t 3J4' I Ia FLORIDA BUILDING CODE(Non Hi-0LD vash t WOW Velocity Hurricane Zane) I: [W-0,1CR BU -d1c 7' .19 ,,,• ••••••• NAT_t:DW:6,MA01 c 2017 Ta EC0 lV'a util us CRAAN BY' INSTALLATION INTO WOOD FRAME STRUCTURES Np,44167 . * PolUng s�D1:� IL' E C o iNc• EXPERT SHUTTER SERVICES INC. 7 m\\\\\\\\\`��\\�\\�\\ •:, Q dr TILLIT 7ESTINO ENOiNEERINO COMPANY t 1t_maaD Arm �/ 4tA A� ..... „:ramal',-�'�!a°'u''t,�,,:,u,lf,u 1626 S.W.IXTNORE STREET 17-244 PCRT ST.LtgX,FL 34984 Yn �( Yxs'x000 sons DRP ., {117;.•' A�� r-mea:Dle4eo«ie4w, DRAWR,a Ib LA Es- 6719 qua:1a00>Toa-crss,na:(7721 01,-also (na.uaI s0E EE10hD)t r:;_r rR% f VALTER A.TUIT x.P.f- DETAIL 2(ELEVATION) E. . SFS/SIGNgruaE/DATE +44167 SUM 20 OF 26 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANEE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"X6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RM(GE UA SLAT SPAN RANGE WOOD GRADE RATM Cdtoa�" WOOD GRADERaw a etas'">4m5` >smf;`>Gm7'`>Ym5'>smJW' s 30.0 6" s 30.0 6" 6" 6` 6" 6" S. SOUTHERN PINE #2 40 6` SOUTHERNPINE #2 40 6" 6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6' 6" 6` 6" 4 3/4" 3 1/2- 60 1 6" 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS—FIR—SOUTH 5 30.0 6" DOUGLAS—FIR—SOUTH s 30.0 fi" 6" 6" 6" 6" 6" (G=0.46) 40 6" (G=0.46) 40 6" 6" 6" 5 1/4" 5 1/4" 4 1/4` SPRUCE P91—FIR—SOUTH40 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6` 5 1/4" 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) Asa SLAT SPAN RANGE WOOD GRADE er RA o' " >4 5" >5-6 ` >5-7' >Y-9'" >of-10' "') 7NOlTf► Y0137T W E Nd1Nf M 11011NT M E YOIRTf". =-g=-gA=TAD YOUNT�-A=TAa YOUNG W NOIM• Yd31T- s 30.0 6" 6" 6" 6" 6` 6" 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" 6` 6` 6" 6` 6" 6" 6" 6" 6" 5 1/4" 5 1/4- (G=0.55) 50 6" 6" 6" 6" 6" 6" 6 6' S 1/4" 5 1/4" 4" a" 60 6" 6` 6" 6" 6" 6" 5 3/4" 5 3/4` 4" 4" 3" 3" DOUGLAS—FIR—SOUTH 5 30.0 1 6" 6` 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.46) 1 40 1 6" 6" 6" 6' 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE—FIR—SOUTHs 30.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" G=0.36 A.ri ltir *SPAN FOR SLAT FORAGIVEN FLORIDA BUILDING CODE(Noe Hgh VelGetty Hurriwna Zone) SHALL A.S.D. DESIGN LOAD W.44167 02077 n:TECO iNe. • 0RA7N D SHALNEVER EXCEED MAX. * Nautilus LC. SLAT SPAN INDICATED ON * (* 566Her SLAT PERFORMANCE CHARTS 1 L E C O�N�. 9 sgsr�m CS/24/17A ON 20 SHEET. p TILIJT TESTINO h ENGINEERING cOYP/.NY EXPERT SHUTTER SERVICES INC. =��• •• ..• 11 0355 k►.i"w A 9a]9.wmcw 5 Z R:]IN 1626 S.W.D'LTNORE STREET 17-244 rtw t.7 ih lug_o6�m"_'571 PORT ST.I=FL 34984 ORAwNO No I �DIVAL�" tlF < ER-0006719 �O•R t¢DO)T.9-A'0.px: $T1-0730 �,( WALTER 0.T6UT Jr.P.E. �. urt Nv.► P.E.S �j a, URE/DATE F<O�DA L'e./.4167 SNEET 21 Oi T6 7 a TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q, &A GIVEN STORM BAR SPACING(ft) u� � A.S.D. STORM BAR SPACING (FT) OESICH ' PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' pS 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLAMONS 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER, 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" + W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" i 1'-0" 11'-0" 11'-0" • - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" • 11'-0" - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" • - - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0., 11'-0" • - - - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 95.0 11'-0" 1 i'-0" 11`-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-0" .11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-101, - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 120.0 11'-0" 11.'-0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 130.0 11'-0" 11'-0" 11'-0" 135.0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - - 150.0 11'-0" 11'-0" 155.0 11'-0" 11'-0" - - - - - - - - 160.0 11'-0" 11'--0" %. *� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN .��� EN �� FLORIDA BUILDING CODENon ( tDgh Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM W. °'°"' n`�`°w` RollinShuHerSa(em °" °'No a49s Nautilus 6V4/n IILIECa 9%0 ! kr as TILLJT TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. .•r a.••�kI la\ nra"c xu s+..sM,w.sc.a ur wm".n.m 1626 6.W.BILTMORE STREET �V ow..cxaw+-+aw.r�:lvalo+_,m 17-244 11 a-ma0:tOteCOOCcl,eem PORT Sr.LU=TL 34984 pRAwWO Na AP• ••• 11 EB-°006719 �� (Y.077 7w-Od•6.rAY:(7727 671-057° I� WALTER A Tun;..P.E. P.E:5Y4 1WAT011/DATE n.ORWA uG I"167 sRm 2a ovzG TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-Si(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.).&STORM BAR SPACING (ft1 a STORM BAR SPACING"a"(FT) = STORM BAR SPACING"a"(FT) 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' A 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.66Y 30.0 8,CD ABCD BC,D BCD A.B,C,D ABCD BC,D BC.D A,B.C,D ABCD 50.0 BCD ABCD ABCD BCD &SC,0 BCD 000 9& BC BC 35.0 A.B. D AB ",CD BCD AB,C,D ABCD B,CD BCO C,0 BCD 340 ABCD BCO BCD BCD A,9C0 BC ABC BC ---&- 40.0 a 0 BCD BCD ABCD ABCD BCD BCD BCD ARCO BCD 40.0 BC.D BCD A.B,CD ABCD BC A.B.0 A.B.0 A A A 45.0 BC,D ARCO A@C,D ABC,O A.B,C.D AB.C,O B,CD BCD ABCD BC 45.0 A,B.C,D ABCD BCD 8C ABC ABC A A A A 50.0 AB.C.D AB CA AB,C.0 AB.C.D A.B.C.D A8.C,D AB.C,D ABCD A.B.C.D AB,C 50.0 B.C,D BCD A,8 C D AB,C AS,C A A A A A 65.0 A8 C.D A.B.C,D AB,C,D AB,C,D A.B,C.D AB.C.D AB.C,D A.B,C,D A.B.0 A.8,C 65.0 BCD A B C,D B C A.B.0 A A A A A A 60.0 B C,0 A,B C,0 AB,C.D AB,C D AB.C,D AB,C.D AB,C.D A.B.c AB,C A.B.0 60.0 AB C D B C B C AB A A A A A A 65.0 8 CD A,B C,D ABC D ".CD B C,D B C.D B c A C A C B 65.0 8 C,D ABC B C A A A A A A A 70.0 B,CD BCO 9C BCD BCD BC ABC BC AB A 70.0 B.CD AB,C A.B A A A A A A 75.0 ABCD ",CD A,BC,D BCD A CD BC BC AB A A 76.0 AB,C,D ABC A A A ' A A A 604 AB.CO AB,C,D ABCD AB,C,D AB,C ABC A.B.0 A A A 60,0 BC 8 A A A A A 65.0 AB, D ABCD A8C.0 BC,D BC A.B.0 AB A A A 65,0 BC A A A A A A 90.0 ABCD AB.C,D A, AD A.B.0 A.B.0 A.B.0 A A A A 90,0 B.0 A A A A A 954 B D ABCD ",CID AB,C A.B.0 AB A A A A 95.0 AB,C A A A A A 100.0 BCD BCD BCD ASIC, A.B.0 A A A A A 1004 ABC A A A A 105.0 A,S C,D ",CID A.B.0 ABC AB A A A A A 105,0 S A A A A 110.0 A,8,C,6 BCD AS.0 C A A A A A A 110.0 A A A A 115.0 AB,C,D A.49,D A.B.0 A.B.0 A A A A A A 115.0 A A A A 120.0 AB.C,D AB.0 AB.0 AB A A A A A A 120.0 A A A A 1254 ARAD k B C A,B C A A A A A A A 1250 A A A 130.0 ASCD BC BC A A A A A A A 130.0 A A A 135.0 AZAD B AB.0 A A A A A A - 135.0 A A A - - - - - - 140.0 A B.0 D B.0 8 A A A A A A - 140,0 A A A 145.0 AB,C.0 A.B.0 A8 A A A A A A - 146.0 A A A - - - - - - - 150.0 .0 A A A A A A - - 150.0 A A 1554 1 AB,C AB A A A A A I A I - - 155A A A - - - - - - t60.0 I ABC AB A A A A A I - - - 160.0 A A ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK SOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5'Min.THICK POURED CONCRETE(1'C = 3000 psi) B 3/8"o.1 1/4' POWERS CALK-IN ANCHORS V!/ 1 1/4' Mi.. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4'x.3/4'ALL POINTS SOLID-SET ,r'' EH A ANCHORS W/7/8"Min. EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & 111, C 4l 1/4'o-20, 18-8 STAINLESS STEEL MACHINE �� �• is '';`.�'; FLORIDA BUILDING CODE(Nan FGgh Velodty HGmcane Zone) SCREWS $*;' •4416 o2G,7 TLTECG TNG Nautilus �`Fm D 5/16'o TN!/BUILDER TAPCON ANCHORS W/ ROHInySbnKerSysfem 09/24/f72 1/4" Min. EMBEDMENT TO POURED .. USE CONCRETE(f'c = 2899 psi) ��' E C INc' EXPERT SHUTTER SERVICES INC. 11 TILL17 TESTING&ENGINEERING COMPANY •' ... 4`117 nus".,sm.s,.aw xs.vAcsea cwcon n.nue 1626 S.W.MLTMORE STREET 17-244 ow,:pcsxF,-,am.rs.:lsslsr,-,v, PORT ST.LUCIE,FL 34981 X` EMBEDMENT IS BEYOND ANY FLOOR / COLING FINISHL E�6�a''1 Q-m mMGoa�sQTis COm PZ^-(CO)719-11MO,rAu 4"Z)37t-=" 14 Ke ' WALTER A TLLIT dr.PL r.r r n Nw r u4 P.E. SEAL S'( RE/DATE FLORIDA U.1 44167 . ti sx�?s OF 1L SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT)` SPACING(ft)* MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN ITT) � . W111IRJ @ 4`x6-x1/4-MUWON G1 4W"AI14"MULLION G2 4V-xi14'THICK CWFLANGE)MULLION D��y wlatw ©4"A"A1/4'MULLION G1 4'x8"X1/4'MUWON 02 4'OWNTHiCK DESIGN �D 1 � 6'RFltGa7 ORIENTATION(H (=)tl ORIENTAM4 02 ORIENTATION 1 ORIENTATION 12( ) ORIENTATION 01 @#t ORIENTATION/2(a) (WJ•) 10 ORMITATION/1 ORIENTATI011 f2( ) ORIENG110N 1 ORIETRAll /2(0)t ORENTATION 12( )f END WTEREOR END INTERIOR ENO INTERIOR END INTERIOR END END INTERIOR ENO INTERIOR END INTERIOR DID INTMOR ENO INTERIOR END XTEROR 300 24-0" 7'-f0' 9'-8' 7'-3' 12'-0' 91-4, 10'-71 8'-0' 12'-6' - 9'-B' 7'-8' 12'-6' 30.0 20'-0 7'-f0' 9'-8' 7-3' 12'-0' 9-4' 10"-7 B'-0' 12'-W 7'-6' 12'-6" 350 26'-0' Y-4' 9'-3' 8'-9' 11'-6' B'-B' 110'-0' 7'-7' 12'-6' B'-it' 6'-11' 12'-6' 36.0 2O'-0' 7'-4• 9'-J' 6'-9' it'-S' 6'-B' 10'-0' 7'-7' 12'-6' 4-11' 12'-6' 40.0 20-d 6'-10' B'-f0' 61-4' t4-11' 8'-Y 9'-7' 7'-3' 12'-6' B•-5' 6'-8' 12'-6' 40.0 11-0' 6'-10' 0'-10' 6'-4' W-11' 8'-1' 9'-7' 71-Y 12'-6' 450 20'-0" 6'-8' 6'-6' 6'-6" f0'-fi' Y-8' 8'-3' 6'-11' 12'-6' 7'-11' 8'-2' 12'-8' 4S0 20'-0' 8'-8' 8'-6' 6'-6' 10'-6' 7'-8' 9'-3' 6'-11' 12'-6' 8'-2' 121-6' 500 20'-0' 6'-2' 8'-2' 61-0' 9'-11' 7'-4' 8'-i1' 8'-7' 12'-8' 7-4' 5'-11' 12'-6' 600 20'-0' 0'-2' B'-2' 6'-0' 14-2' 7'-4' B'-11' S'-3' 12'-6' S'-11` 56.0 26'-0' 6'-11' 7'-17' S-9' 9'-0' 6'-8' B'-7' 6'-3' 12'-4' 6'-8' Y-7' 12'-8' 66.0 20'-0' 5'-11' 7-11' 5'-8' 9'-t0' 7'-0' 8'-7' 4'-10' 12'-C 5'-7' 12'-6' 60.0 19'-5' S'-9' Y-9' S-6' 8'-6' 8'-4' 8'-6' 6'-2' 12'-0' 6'-4' S'-6' 12'-6' 50.0 19'-5' S'-9' 7'-9' S'-6' 9'-8' 6'-f0' 8'-8' 4'-B' 121-0' S'-•6' 121-6' MA t8'-4` 6'-4 T-9' Y-4' B'-4' 6'-4' 8'-4' 6'-2 11'-14 6'-4' 5'-6 12'-6' 66.0 18'-4' 5'-9 7'-9' 1.-4' 9'-7' 8'-10' 8'-S' 4'-6' ll'-10' 5'-6 121-8' 70.0 W-4' 5'-8' Y-8' 3'-4' B'-2' 6'-3' 8'-2' 6'-2' 11'-9' B'-3' S'-8 12'-6' 70.0 17'-1' S'-9' 7'-8' S'-4' 9'-8' 6'-10' 8-4' <'-8' i t'-9' S-8 12'-6' 750 16'-6' S'-9' Y-7' 5'-4' 8'-0' 6'-3' 8'-0' B'-2' 1V-7' 6'-3' 5'-6 12'-5' 760 16'-6' 5'-9' 7'-7' 5'-4' 9'-5' 6'-10' 6'-3" 4'-8' if'-T 5'-8 12-S' 60.0 15'-9- S'-9' 7'-7' S'-4' Y-/0' 8'-3' 7'-10' 6'-2' 11'-6' 8'-3' S'-6 12'-4' 80.0 15'-D' 1'-9' 1'-7' 1'-4' 9'-4' 6'-10' 8'-Y 4'-8' 11'-6' S'-6 tY-4' 8S.0 15•-0' 5'-9• 7'-7' S'-4' Y-9' 6'-3' 7'-9' 6'-2' IV-5, 6'-3' 5'-6 12'-3 m o 15'-0' 5'-9' Y-7' S'-4' 9'-3' 6'-10' B'-2' 4'-8' i '-' 5'-6 12'-3 90.0 10-2' S-IV 7'-7' 5'-5' Y-8' 6'-4' 7'-9' 6'-3' 11'-5' 6'-4' 5'-7 12'-3 900 14'-2' S'-1O' 7'-7' 5'-5' 9'-3' 6'-11' B'-1' 4'-10' 11'-S' Y-7 12'-3 950 13'-5' S-110' Y-7' 5'-6' -9 6'-5' 7'-9' 6'-4' 11'-5' 6'-5' 5'-8 12'-3 9S0 13'-5' S'-10' 7'-7' 5'-6' B'-3' 6'-11' B'-3' 4'-11' I1'-5' S'-6 12'-3 11000 12'-FJ' 5'-11, 7'-7' 6'-7' 7'-9' 6'-6' 7'-9' 4-4' 11'-5' 8'-6' 5'-9 12'-3 100.0 12'-9' 5'-11' 7'-7' 5'-7' 9'-3' 7'-0' B'-Y 5'-0` 11'-S' 5'-9 12'-3 1054 121-2' 6'-O' 7'-7' S-7' T-9' 6'-7' 7'-9' 6'-S' 11'-5' 6'-7' 6'-9 12'-3 I= 12'-2' 6'-0' 7-7' 5'-7' 8'-0' Y-i' B'-2' 5'-1' H'-5'- 5'-9 tY-3 1100 11'-7' 6'-0' Y-7' 5'-8' Y-9' 6'-8' 7'-9' 6'-6' 11'-5' 6'-B' 5'-10' 12'-3 110.0 1/'-Y 6'-0' 7'-Y 5'-8' 9'-3' Y-2' 6'-3' S'-3' It'-S' S'-f0' 112'-3 116.0 il'-11' 6'-1' Y-7' S'-9' 7'-8' 6'-9' 7'-9' 6'-7' 11'-Y 6'-9' S'-11' 12'-3 1150 11'-1' 6'-1' 7-7' 5'-9' 9'-3' Y-2' 8'-S' 5'-4' 11'-5' 5-11' 12'-3 120.0 10'-6' 6'-1' 7'-6' 5'-9' Y-9' 6'-10' Y-9' 6'-7' 11'-5' 8'-10' 6'-0' 12'-3 120.0 10'-8' 6'-1' 7-6' 5'-8' 9'-3' 7'-3' 6'-2' S'-5' 11'-6' G-0' 112•-3 1125.0 t0'-Y 6'-2' 7-7' 5'-10' Y-110' 21-0' 7'-10' 6'-9' 11'-5' 76-0' 6'-1' 12'-3 129.0 /0'-2' 6'-2• 7'-7' S'-10' 8'-3' Y-C B'-3' 6'-9` 11•-' 6'-1' 1121-3 t30A 9'-10' D'-3' 7'-7' 51-10' 7'-9' Y-0' 7'-9' ti'-9' 11'-5' Y-0' 6'-1' 12'-3 1360 9'-10• 6'-3' 7'-7' 5'-10' 9'-3' 7-4• B'-2' 6'-9' 11'-S' 8'-t' 12'-3 1350 4'-5' 6'-4• Y-7' 9-1 11 Y-10' Y-2' 7'-f O' 6'-10' 11'-5' 7'-2' 6'-Y 12'-3 IJSA 9'-5' 0'-4' 7'-7' S'-11' 9'-3' 7'-6' B'-3' 6'-10' 11'-6' 6'-2' 11'-3 f40'0 4'-S' 6'-4' Y-7' 6'-0' Y-10' Y-Y 7'-10' 6'-11' 11'-Y 7'-3' 6'-3' 12'-3 14U 9'-1' 6'-4' Y-Y 6'-0' 9'-3' Y-6' 8'-3' 6'-t1' 11'-5' 6'-3' 12-3 t4&0 B'-10' 6'-5' 7'-6' 6'-0' Y-9' 7'-4' 7'-9' 6'-11' 11'-5' 7'-4' 6'-3' 12'-3 146.0 B'-10' 6'-5' 7'-6' 6'-0' 9'-Y Y-6' 8'-2' 4-11' 11'-5' 6'-3' 12'-3 150.0 8'-67 6'-6' 7'-7' 6'-1' Y-9' 7'-5' 7'-9' 7'-0' 11'-5' 71-SW 6'-4' 12'-3 150.0 8'-6' 6'-8' 7'-7' 6'-1' 9'-3' Y-7' 8'-2' 7'-0' 11'-5' 6'-4' 12'-3 T56.0 B'-Y 6'-6' 7'-7- 6'-2' Y-9' 7'-8' 7'-9' 7'-1' 11'-5' Y-6' 6'-5' 12'-3 IS&O B'-J' 8'-6' 7'-7' S-2' 9'-3' Y-a' 8'-2' 7'-t' 11'-5' 6'-5' 12'-3 1600 8'-0' 1 6'-7' 7*-8' 1 6'-2' Y-9' 7'-7TZ_wl 7'-2' 11'-5' Y-7' 8'-6' 12'-3 160.0 8'-0' 1 6'-7' 7'-6' 6'-2' 9'-3' Y-9' 8'-2' 7'-2' 7fi 7 16'-8' 12'-3 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION J I INTERIOR MULUON Nlit :',•........... % ✓�= FLORIDA BUELDING CODE(Nan HEgh 4elmly Huvieane Zone) ••�•-•'S�•••�.• 'S ; ? ���••e ; 0 2DI7 RE7Eo0 0M Nautilus �'W. �-s . ��j�•�Q,111.' RoHingShuffwSys&m 69/24/ 17MULLION SPACING:"S7CO DATO EXPERT SHwTTERSERVICES INC.ft � ,AaCOMPANY1826 0g r STREET PORT Sr.1UOIE.EL 34984 17-244 14(0 '''moi••l6L/•�JJi�' EDa TD006719 P.E. M71(M)740-9016.'A,.(7TJ)671-MO WALTER v a�m„m P.E.S(•l,L/SIGNATURE/DATE FLOROA Lk-A 44167 m,4rn . snff 24 of 26 a s SCHEDULElb SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN 00 FOR END AND INTERIOR MULLIONS FOR AGIVEN WALLMOUNTING MAX.SPAN(FT)FOR END AND INTERIOR MULLIONS FORAGWENA.S.O. AS.D.DESIGN PRESSURE RATING(p.s.f.).&A 12-0'MAX.MULLION SPACING(h)' DESIGN PRESSURE RATING(P.S.F.).&A 12'-0'MAX.MULLION SPACING(FTN MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(FT) WAY- AS uB ©4-kG-xl 4'MULLION G1 4'x8'h114-MULLION G2 4'xTxi14•THICK(318•FLANGE)MULLIONp NFu ©4 "x6"xt/4'MULLION G1 ex8-xll4-MULLION G2 4x7'.114'THICK OEM IJULLJOMLS PRESSOR! ION SPACING RAM f 6pACM WFIANGE)MULLION (N ORIENTATION Jl li=Otl ORIENTATION jZj0)A ORIQNTATICN#I ORIENTATION 62 Of OME IA110N 01 CIRMITATION 12( (P-') (0) ORtFMAT10N 01 @41 ORIENTATION 02(Q)t ORIENTATION it ORIEIUAON J2(Q) ORIEMATION 02( ) END I INTERIOR I END I IN IELOR END INTERIOR ENO INTERIOR END END I INTERIOR QND INIEl00R END INTERIOR END I INTERIOR ENO OTERIOR END INTERIOR JOA 17'-0' It'-7- It'-6' 9'-9' if-S' 12'-6" ix-6. 1077 121-6- 12'-6- 11'-3' 12'-8• 30.0 1Y-0" 9,-go 11-6- 9-9 12'-6' 1Y-8' 12'-6' 10'-7' 12'-6' 11'-J' 127-6" 3150 12•-0' ib'-7' 101-11' V-2• 121-6' 12'-6' Si•-11' 10'-0' 12'-6' tY-6" 10•-' 12'-8• 310 12'-0' 9'-2- 10'-11• 9'-2• 12'-6' 12'-6' If'-tY 10'-0- 12'-6• 10'-4' 4110 IV-°' I 9'-TO' to'-6- 6'-9' t2'-6" 11'-8- 111-4' 9'-6' 12'-8• 11'-lo" 9'-7• IV-6' TOA I 12•-0' V-91 101-51 8'-8' 12'-8' I1'-81 11'-C 9•-6" If-G' 9'-7' 1*6' 46.0 If-0' 9'-3' 10'-11 1'-4' 12'-V TO'-it' 101-11' 9'-1• 12•-6• ll'-2' 9'-0' 12•-6• 40.0 12•-0' 6•-4' to,-I, 8'-4• 12'-S• 10'-11' 10'-11' V-I' IY-B' 9'-0' 12'-6" 600 12'-0' 8'-9' 0'-g' 8'-1• 12•-0' 10•-4' f0'-7• 0'-9' 12'-6' 1°•-7" 8'-6' 12•-8• DOA 12•-0•' 8•-1• 9'-g' B•-1• 12'-0• 101-4' f0•-7• 8•-9• 12'-B' 6•-6• fY-8' MA 121-01 B--4' 9'-S- 7•-106 it'-B' 9'-10' f0•-Y 8'-6• 12'-81 T - 6•-1' 12'-6• 610 12•-0' Y-f 0' 9-5' 7'-10' 11'-8' 9-to' 10'-3' 8'-6" 12'-8' V-1' 12-6' 800 12•-0' 8'-0' 9'-2' 7'-8' 111-41 01-51 V-11• 8'-3• 12'-6• 9'-7' 71-9' 12'-6' 600 12'-0• T-6• V-2' 7'-6' 11'-4' V-5' 12'-8" 7'-9• 12'-8' 6150 I2'-0" 7--8' B'-f i' 7'-a' Il'-0' 9'-1' B'-8' 8'-0• 12'-6' 9•-J' Y-S' 12'-6' 680 12'-0• 7'-2' 8•-11' 7'-2" 11•-0• 9'-1" 9'-B• 8'-0" 1Y-8' 7--5' IFS- 70D 12•-0' 7'-4• 8•-B' 61-11' 105-9• g'-9' 9'-5• 7'-10• 12'-8' 81-11" 7'-2• 12'-6• "A 12•-o' W-111 B'-8• 6'-111 10'-9' B•-9• 9'-5• 7'-f0' 12'-6• 7-2• 12•-6• 75.0 121-0• 7'-1- 61-6' 6'-6" f0'-6' 81-5' 9•-3• Y-8' 12•-8' 8-7' 8'-lt' 1Y-6- 710 121-01 6-S• B•-6' B'-6' 10'-81 8•-S' 9'-J- 7'-8' 12"-6- 6'-11• 12'-6' 611.0 W-4V 6'-Il. 8--C 8'-5' IV-3• 8'-2' B'-0• 71-5• 121-6• 8•-4' 6'-8' tY-81 800 12'-0' C-S• B•-4' 6'-5• f0'-J' 8'-2" 9•-0' 7'-S' 12'-6' 8'-B• I2'-6• 610 I2-0' B-B- B•-2" 6'-]" 9•-9• 74-11• 8•-f0' 7'-2• 12'-B• 8--1' 6'-8' 1Y-6' 830 12'-0' 8'-J' 8'-2• 6'-3' 10'-1' 7'-11` 8'-f0- 7'-2' 12'-6' 6'-8' 1 mo t2'-01 6'-6' B'-D' 8'-1' 9'-2• 7'-6' B•-g' 7'-0' 121-5' 7'-lo• 6'-a• Ir-8• BOA 12'-0• 6'-1• 8'-0' 8•-11' 9'-11• T-8' 8'-8' 7'-0" IV-5' 6'-a• lY-6' 96.0 12'-0• 8'-4- 7'-110' tY-8' 910 12'-0• S'-/t• 7'-10' 5'-11' 9'-8' 7'-6' 8'-6- 6'-116' 12'-i' 6'-2' 1M-6 1000 112'-0' 6'-2- 7'-8- 5'-g' B'-3' 7'-0" B'-J" 6'-8' 11'-9' 7'-0' 6'-0' 1T-6' 1000 12'-0' 5'-9' 7'-8' S•-9' 9'-7- •105.° ta'-0' 6'-O' 7'-7• 5'-B• 7'-t0' W 8' Y-10' 6'-8' 11'-8' 6'-8' S'-f0' 1Y-4• 10&0 12'-0' 15'-8• 7'-7' 8•-g• 9'-4' 7'-` B'-3' S'-3• f1'-C 6'-10• 1 SCHEDULE 1b' (LII6LRED LOAD,MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' ILIMfTED LOAD,MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX,SPAN(ft)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(p.s.L),AND FOR 12'-O'(CASE 1)&8'-0"(CASES IB S ID MAX.MULLION A.S.D.DESIGN PRESSURE RATING(p.B.f.).AND FOR 12'-W(CASE 1)&B'•0•(CASE III MAX. SPACING(ft) MULLION SPACING(ft)' MAXIMUM MULLION SPAN (FT) _MAXIMUM MULLION SPAN (fT) IMT[ G 4'x6714'THICK Gt 4'x8 x714'THICK G3 2k7 x114'THICK gp G 4'x6Y1/4'THICK Gt 4?8AcM -THICK G3 Y 0'x114'THICK KSDLL0, pmeN 1190 LWXLtl MULLION 61UWCN MULLION mmumOP t1mm Y itAt MULLION MlJLL10N MULUON CASES RZESM CASES PRESSURE SPACING aN JI amONr}v( 57EHilOOT1 11 o7Amm 11 GROWER mm J1 o7E1wu DAMN Jt TNDIOTAN J2 o'✓9NTAroN Jt a OMEN JI MOCAON J ORDNOJON JI ORDMIM) , ,. ..,.,. Raw (RATING p"4 (- (fit (0)t (4t lilt (0)t (411 (0)t END (ww.) (")° (fit (0)11 (4t (4t (0)t (fit I (0)t EIM INTERIOR END INTERIOR NTMOR ENO 9NTRAR MULLION END I INTERIOR END 9TER'AR WrERIOR ENO I IWEITOR JOA 1Y-0 - fY-6' 1Y-6'- 12'-6' 72'-6' - 11'-0" z 30.0 12'-0' - 12'-6" 1Y-6' 12'-8' IV-S' - it-0' 0 3&0 12•-0• - 12'-6' fY-B- it•-tt- tY-6' SSO 12'-0' - 12•-6• 12'-6' it'-t t' fY-6" - 11'-0' 400 Ir-O - tY-6' 111-81 1V-4' 1Y-6• - 11•-0' V ON 400 12'-0' fY-6' it'-8• 11'-4'u�l 4&0 1Y-0' - 1Y-5" 10'-It' 10'-11• 12'-8• - 11•-0• _ 480 12'-0' - 12'-5' 10--if' 110•-+1' fY-6' - 111-0' 12•-0' - 1Y-0• 10'-4• 10'-7• 112•-6' - 11•-0• i INTERIOR Dao 112'-0' _ 12'-O' 110•-4• 110'-0• lY-6•MULLION u° 1z'-o• 11•-8' 9'-f0' 10'-J' +Y-s•810 12'-0' - 11'-8' 9'-f0' 110•-3' 12'-6• - 11'-0' 12•-0• 11'-4' tY-3' 10'-3mo T2'-0' 1V-4' a.-5" B'-11" 12'-6• - 1 --0"60.0 12'-0' 11'-3' 9'-11' 9'-11' 72'-8• 11'-°• 1 ' - 11-3' 9•-4• 9'-11' 12'-6•30.0 8•-0' - 9'-0" 9'-0" 9'-0" 9'-o• - 9'-0" 3&0 a­rw-al - 12'-6' 12'-6- 12'-6' 12'-6' - 11'-0• -S' J3.0 8'-0' - V-0' 9•-o' 9'-0' 9'-0• 36.0 6'-0- - 12'-6• fY-6' 12'-6• 12•-8• - 11'-0' 40.0 B'-0' - 9'-0' 9'-0' 9'-0• 9'-0• - 9•-0' 4DA B-0" - Iz'-s 12.6• tz-s tY—s• — W—o• MULLION SPACING:"S'• 4&0 6•-0' g•-0' 91-01 91-0• 9'—o• 9-0• 410 B'-O' - 12'-6' 12'-6• 12'-6" 12'-6• - 11'-0" CASE4 150.0 8'-0• - 9'-0' 9•-0' 9'-0' 9'-0' - 9'-0• 50.0 It'-0' - t2'-6' 12•-6- 12'-1' 12'-6' - 11'-0• 66.0 6'-0' 9'-0' 9'-0' 9'-0- 9•-o• 510 81-0' - ta'-8' 12'-8' 11'-8• 12'-s' - 11'-0• eDA 6•-0• - tz'-z 1Y-2• 11'-4• 12'-2 - 11'-0 'MAXIMUM MULLION SPACING SHALL BE SUCH �° D'-0 - s'-o• 9'-0• 91-0' s'-o - 9'-0• eo.e $-0• t Y-o• 1 Y-o• 1 r-4• u'-0' t r-o' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT e5.D 6'-0' - 9'-°• 9-0' 9'-0' s'-r - 9-0' Sao 6--0 9'-0' 9'-0• 9'-0' 9'-0' s-o' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0e'-o' - 9'-0' s-°' 91-D• 9-D• - g-0• 35.0 8•-0' 9'-0' 9'-0' 91-0• 9'-0• 710 6'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9•-0' 40.0 8--0' 9'-0' 9'-o• 91-0• V-0' s'-0• t MULLION ORIENTATION IS AS SEEN FROM THE D0.0 e'-o• - 9'-0' 9'-0' 9'-0' 9'-0• - 9'-0' 480 8'-0" - 9•-0• 9'-0' 91-W 9'-0• - 9'-0' OUTSIDE(EXTERIOR)OF 2R1���T� �O 8'-°• - 9'-0' g'-°• 9'-0' 9'-0• - 9'-0• 800 W-W - 9,-0• 9'-0• 91-01 9--0' - 9'-0' t.' w 90.0 8'-0' - 9'-0' 9' SSA 8'-0' - 9'-0' 9'-0' 8'-0' 9'-0' - 9'-D' 1111 �r •���: 910 8•-0' - 9'-0' 9--0' 9'-0- 9'-0• - 9'-0- =lr 600 e•_0• - 9'-O' 9'-0" 9'-0' 9'-0• - 9'-°• `°1 d.•' ^V•�j!�p 100.0 8•_0• - 9•-0• 9•-O• ,_0• 91-01 - 9•-O• no 8'-0' - 9'-0• 9'-0' B'-0' 9'-0• - 9'-0' `A1 •••�C "�'.°� . FLORIDA BUILDING GODS(Kon High VeloG:ty HerckOne 2;one) 700 8'-0- - 9'-0' 9'-0' 9'-0' B'-0' 75.0 8•-0' - 9'-0' 91-06 9•-0• 91-0• 1 - 9•-0• •.L y� ' 02017 T[LTEC0 INC. • OR""all 600 8-0• - 9'-0• 9'-0' B'-9'• B'-0• - 9'-0' m N'aulilus 9'-0' 8'-9•• 8'-3'• 9'-D• - 8'-0 JI �� Sao 6-0• - 9'-0' 8'-r• 7'-9'• 9•-0• I�E C O INC. Is RolllTyshaHorSyslom ce�4TE/n 97.0 1 7'-4'• 9--0• 1 - 9•-0• °nA••. (` 11� TILUT TESTING n ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. -loan 8•-0- - 9•-0' Y-3'• 7'-0"• 9'-°' - 9'-0' VV� '©•' II =N xu a.w.3m�arA Woo6 M1 a1Ie0 1628 S.W ELITIORE STREET .p0l7HlI_Iyp 17-244 'NOTE:WEDGEBOLUSE 91-T TANCHOHOR R.SEE CHEDNSISTS OF HULES 1&20N SHEEP AHUS-H SCREW OR POWER FASTENERS, - ALE t�fill 1 ®w;��18�'^ Ram(ex)7442-t. a.rm�fm FL ei+-crn DRAWING M° WALTER A.TxllT Jr.P.E. O.r ®Anf uR RK M Imran urt P.E.SEAL/SIGNATURE/DATE FLORIDA tJc J.167 PER SNEET 23 OE26 7