Loading...
HomeMy WebLinkAboutProduct Approvals 1120/2020 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links 'Search F�Qflt�� ar, 2i Product Approval ' :USER:Public User y Product Approval Menu>Product or Application Search>Application List>Application Detail �Y � FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services, cEVIEWED FOR. R Address/Phone/Email 1626 SW Biltmore ST ! Port St. Lucie, FL 3 (772)871-1915 EWE* COMPLIANCE callexpert@aol.com ST. LU UCIE CON PNI !� NITY i Authorized Signature Michael Heissenberg B®�� callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg rile coriv Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed IFlorida Professional Engineer is Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received I Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996, E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By i hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OV]iltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 1/2 4/4/2419 Florida Building Cofe Online I Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1, 2, 3 and 4(basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- and+160,-160 p.s.f. at 8'-0"span with 1/2"slip. See sheets 244 PRODUCT EVALUATION REPORT.PDF 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyryi ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(l), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Au,a � e0heck Credit Card Safe I I �I I hftps://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 2/2 --GENERAL NATES. - --8 ANCHORS-SW{LL BE-INSTALLED-FOLLOWING-ALL OF-THE-RECOMMENDATIONS ANO-SPECIFlCATIONSOF�HE--ANCHOR'S-MANUFACTURSR. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PROOUCT EVALUATION DOCUMENT(P.E.D. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -3/8'0x1 1/4'CAU(-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4'04/4'SOLID-SET MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16.0-TAPCON MANUFACTURED BY ITW BUILDER,INC FOR A BASIC WIND SPEED ASREOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-0.05.USING ASCE 7-10FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 Tm 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O TOOX EDGE DISTANCE O CODS CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 d:20 THRU 26, 3/8"00 1/4'CALK-IN 3 3/4" 4 12- 1 1/4'(3000 pal) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4 SOLID-SET 3- 3. 7/6'(3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM.USED IN THEIR ANALYSIS. FASTENERS 3/8'0 KWIK BOLT TL 9' 4' 2 1/2'(3000 Eel) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2015. 5/16.0 TAPCON XL 3 3/4' J i/8' 2 1/4' (2899 pet) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10,ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE A5 SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA, REPORT 1030,01-08 AS PER ASTM E 1996-05,E 1866-05 AND E 330 STANDARDS,QUALIFYING 10A, 11, ITA 1$ 12A, 13 13A L INSTALLATIONS FOR WIND ZONES 1. 2, 3& 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION _{(VgK BOLT TZ EXPANSION ANCHOR(MANUFACTURED BY HILTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1. 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED MA FA HILT, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TG ALLOY(UNLESS OTHERWISE NOTED). SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEPT END RETENTION SCREW @)TO_BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL IOOX YIELD STRENGTH AND 90 kat TENSILE STRENGTH NR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O GROUT FILLED OR 50018. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW SUILDEX& SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. ANCHOR SPACING O 100X EDGE DISTANCED 100% CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT TZ 27' 9' 4 3/4" (3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,.-GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kat 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 TZ 6' 4 3/8' 2' (3000 PSI) NOT ALLOWED 3/8.0 HUS-H SCREW 4- 5- 2' (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S,PATENTS 86,095,225 AND 87,409,980. 3/8.0 WEDGE-BOLT _ 4 1/2' 4 t12- 2 1/2' (3000 PSI NOT ALLOWED DOLT 6' 6 3" (3000 PSI NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS: 5/8.0 HUS-11 SCILLY OR YJXX BMT 7 1/2' 7 1/2' 2 1. (3000 PSI NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 p.9.1. COMPRESSIVE STRENGTH. 11.THE INSTAIMATION CONTRACTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITV!BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION,CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI. INC. 12. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE:R 3/ INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. NoIEMBEDMENT IWO STUCCO 5 ALL BERCONSI�EItE0 AS PARTBOF THE REQUIRED EMBEDMENT. 13.THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. A2) MINIMUM EDGE DISTANCE(E.O.) INTO POURED CONCRETE SHALL BE: 1{, LIFTING MECHANISM 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.. 1S. (G) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e.WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CCONORIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (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 ITW BUILDEX, INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.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 t'1NR SHALL BE 2 1/4-. RECORD (E.O,R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D. ENGINEER OF RECORD,ACT114G AS 740 EMBEDMENT I 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. 8.2) MINIMUM BLOCK SHALLE4. E IS'HEOGCE DISTANCE 15 BEYOND ANY FINISH MATERIAL ANCHORS OF.5/16-0 TAPCON XL GROUT FILLED CELL CONCRETE (a) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 'RECORD THATPREPAREDIT. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON )6. PRODUCT MA1(UF EL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT W ACCORDANCE WITH SECTION 1709.93 Of THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND }AB SUCH PANELS. FLORIDA BUILDjtQ' F 0 CA !a.SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR p111I�F9LIALL ONLY BE USED i0 SOUTHERN PINE 82 W/ G 0.55 MIN, ,11� `l,,, 1 THE STATE OF A20RIA4 FLORIDA BUILDING CODE (Non ITlgh Velocity Hurttwne ZooO) -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX,INC. t iVO,44167 •• : 02017�L"GG We Nautilus o�W. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL ! s gpjTM�gShuHerSya(0m 08/24/17 THREADED PENETRATION. * '--^�� 'L E C IMC. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. .p-.-- -��_a.�� Orlc C.2 MINIMUM EDGE DISTANCE E.D. OF TAPCON ANCHORS, INTO WOOD StiALI. BE 2 1 4-.EDGE DISTANCE IS _9 _�I�\ TILLIT 11-NG C ENGIN CGYPANY EXPERT SHUTTER SERVICES INC. 3 ) / =_O�,'. �:'u4E, k !Aa hR XII,.'A,u.xu,N9CN cgWa.M1 AN-0 1616 S.W.BILTNORE STREET 17-244 BEYOND ANY FINISH MATERIAL 4 •.,,@ c , {{ (Ton,:(xp)en-Taw.ra.:(705H7I-tan PORE Sr.LUCIE,FL.]4984 ORAMo1G IM _ { e-maiy Wtecc000lcom C.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON S�QN'I 1!{11 WALTER ED-0008-TH719 P.c ,,,,", vNor�ge9o)Tss- e, :m)mI�29 SUCHIXIµE�WALL OR FLOOR,ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND p.E 7SfJ�'flpAYfAl /DATE 1OPA L /44 67 , m Isrn n.n . .s"1ZT 1 OF26 _ nr:ur x.a,a• -- • iia w16 /a n�,w - epi-- - —— #2 #3 g4 .57r em #7 #8 w9 ^lU DETw •y law 'a+/+r M. eel --2A50-- r R `�ml{tJ �Ae� 1#5 ,614/ .ear A111'' S15• 312• • I r 1 1 fTYP.) era�DETNL•A `�7� b k �IIIIIITI1llILI y� uesrutFsss,mWw.sl Py�i li. � TRIISSNEM7475DtL08E 1NPFA011Wf roaw RI7 Cl lre1fNFADABTHREAO/IRR 6[x9r Imur +�Rm", RIA96' ROAM, R1.121• 4/7gg�. R2.14a• R22W w•le w-'96• yp,Ra.6s6• R x OPTION H1(VoNDMIC1 OPTION#2fwlw_"Em ~ § r�L el .i •• ( �(TYP.) /1CWTEDDWRHAGSOLVER N^ - • OLTAIL•c •V2• a 1S ,b•$.om' CHRO.EDFREE ANnCORROSION ypUPCOAIW7SYBR;7.lA4LLVARILlII� S R.— BYSUN BELTNO. COATILC '. Fyn 101A 1¢I(wfflmcnq. F61c198.81INM 6LESIRSCM .ea• .as4• I DET.O �." .12e• a6r- .ret• s6� (TYP.) ® STA T .exr Imo, (A� SLATS '71' A 6AlUtuNUMALLOY 76 ALUTAINUM ALLOY EC irr.1• O BASE SLAT --_ Fy 913 LN O-h) DETAIL 0 W53-76ALUMINUMALLOY SCALe:1rr-1• SCALE-Itr 1 a 62s aoo seal• ��•- ACETAL BUSHING■•e 1t clu •.1 _141W-49-25- ,370' ate, ����__. O.OQY FUSE WfOPnONS 11 MO n) Ei Til ;$ BENriLEMO ULU R .12v 4/p'154, BUSHMSPECS, ^ TEr+5lEM000lUSsnld ) ., 7EKSESIRE•5ATY®.D:&1351d 4 O BUILDOUT TUBE FUSKURAL�ULMSBOW .125• 1.7e6' 1.4x6• '� I 6063.TCALUMINUTA ALLOY MODNOTCILO` MJPAOTt6Ekilf - SCALE:1q'•1• ie ''p00 ©RETAINING �D * OE SYScME:tSDC••RE W+BUSHING BUILD•OUTTUBE L�IDERAIL BUILD•OUTTUBE E600-78ALUMNUMALLOY60617NU .126 6LOY tickLE?-1, SCALEtw.tM ST 5 ewo MANUFACTURER TO ALLOW FOR A NkNiMUM --wom• F o.050•CLFIRANCE BETWEEN SCREW HEAD AND CAVITY WALL AT NON HURRICANE POSITIONS. ES BUILD-OUTTUBE 2L01 "ow 606176ALUIUNUMALLOY SCALE 11r-r ..600• 360• BME14 1/4'0x3/4'ITWBUILDEXTEK SCREW Aw CARBON STEEL 3a0• y SCALE!Ur-C .f .2W n .) OI 5116.01TW1BUILDE . CON XL ANCHOR CARBON STEEL SCALE:I/r•+• aim 1.�. OK STORM BAR „A..•••••.,, I J 3WOHILTI.INC.KWIK'BOLT 3ANCHOR W51.16ALUMMUMAL GY © 4x7.MULLION1ON�111�'� A,1�� CARET) STEEL SCALE,Iw-t• TRAPPED ANGLE © 4x8 MULLION G1 4x8 MULLION 6061•TaALUM NUMeµ r" ...•. 4T �'"r" 6061-76ALUIXNUMALLOY 6061.76 ALUMINUM ALLOY f` �• A WB1T6 ALUTANUMALLOY �•\+ '• ✓ FLORIDA BUILDING CODE (Non Bigh Velocity Hurricona Zone) seuElrr•i• sale:ae••r saLB:ala-r �� �• . \*� No.44167'A C2017nL1ECD INC. Nautilus ftWgShMffor$ysfem 66/24/17. IL E C O sNf:. 'O' 9 F \` TINT iCSTIHO a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 'p \ 4W N+r.x•.a.w.Ica.I+ac•+A nmx•s.n MIDI 1626 S.W.BILnAORE STREET 17-244 0 \\ inw,{103,a1+-t6a.re.I{7r3bn-151, PONT Si LULM71 FL.34984 COMPONENTS w�`c�'.OR1 ETIt-0006719 •......• I) PH6rc(e6x)t I...a.17x:17121 67-0m t WALTER A nwl Jr.P.E. a•.•' " "^ °O°"" SMELT 2 of 25 P.L�iSfJ)fr�r y �DATE FLORIDA U.0 44167 I A 4 14 S w 14 12 16 115 r 1 SIDE/END CAP 1 w�B 2 HOUSING(BACK&TOP).040 THICK t9 ° 1-0 3 HOUSING(FRONT&BOTTOM).040 THICK �. 4 SPRING BRACKET a © ® � 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 1 "4 1-10 7 SIDE RAIL(MAIN SECTION) r►• r 1 1-0 8 SIDE RAIL(COVER SECTION) •r, i 17 ' ° 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 s 1-0011 ALUMINUM BASE SLAT /0 12 TUBULAR MOTOR 13 MOTOR BRACKET -O 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS Q> 'p 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 1.0 18 END RETENTION ASSEMBLY 1-0 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 4 22 GEAR-PLASTIC OR ZAMAC CASING �f !� 23 UNIVERSAL WITH DRIVE SHAFT d 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END QArP'6S5EMBLY COMPONENTS 10 111,I1w C'1 •�•'CJCEtts•• '•,� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) No.441 sr ' C 2017 T4 T[Da H4°. 11Ta u til us "at z . LG ■�� RolUngSbaKerS stem 08/24/17 ` •O .`� �1L E C O IMt. y w1E �. .` 71LLIT TES7ING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 0 0 y s : a�Ia cu!x:,xe.s.,su.Itn.wF c�urrs,n alua 1626 S.W.INL7MORE STREET 17-244 • r� I1 a,,,,, y7ti-�sv.ru:S IaN-issi PORT ST.LUCIE.FL 34984 DRAWING Na �Off ••" a�7 / e-mc0:GRacae°ol.com �� N •" 11' EB-00067 t9y(�7 749-9W6.fAik(n])871-OD9a 4A WALTER A.TILUJ Jr.P.E. SHEET 3 W 26 ''� P.E."$flbJa0t4 URE/DATE FLL;'. _/44167 m e•AI _ iNUMBER.-PROCEDURE FOR ADDING SLATS DOWNWARD BELOW it SLAT SHALL BE -zljjO-OR-Ww-2/-11-OR Ivac-IJULUMNI-SPACING- G or or (SEE SCHEDULE G or G@ ore W-3/12 OR W-4/1 3 ON SHEETS 24,25&26) IVW-1/10 OR W-2/11 OR Max.STORM BAR SPACING Max.MULUQN SPACING SCHEDULE W-3, 12 OR IW- 1 24, 25 & -@or@ oi 7. V/ 0.REAR BOX (SEE SCHMULE ON SHEET 22) (SEE (rfp.) 4/13 111 SHEETS BOX rF I",Z END END CAP-- v P, SLATS I I S 2 SLATS SLATS #3 SLATS SLATS .3 4 S4 LATS LATS #5 SLATS SLATS In #6 0/8 —0/8 SLATS Q/8 0/8 SLATS O 17 #7 SLATS SLATS T" R 8 -Zzz=;, R 8 �D --- R/8- El g- (Typ Li 0 (Typ.) 1 0 I or or I R ja R' SLATS ATS S#'Al TS S 1*14 1'18- -..I- R'/EC SLATS @ D J R/B or (Typ. Ea. END) (Typ. Eo. END) I R'/8 09 SLATS R 8 R/8— SLATS R/8- or or or or 5 11 #10 R'/B: -R'/B 010 SLATS SLATS 77 W-1/10 OR W-2/11 OR QMAX. STORM BAR SPACIN D W-1110 OR W-2/110111 I (SEE SHEET 22) W-3/12 OR W-4/13 V/9 W-3/12 OR W-4/13 (Typ-) (Typ-) Max, SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON I (SEE SCHEDULES ON (SEE SCHEDULES ONSCHEDULES 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 I W1 MULLION--& WZO STORM BARS W/ MULLION & W/ STORM BARS NOTE- SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & .3 FOR COMPONENTS NOMENCLATURE. N pgocEpugE FOR SLAT INSTALLATION GlViTV� SHUTTER HEIGHT, CASE 1 SHUTTER HEIGHT EQUAL OR LESS THAN W-O".APPLICABLE TO INSTALLATIONS W/O STORM 8ARS,W/STORM BARS OR W1 STORM BARS&MULUONS W1 HEIGHTS UP TO I 1'-0-. (o) CURTAIN SHALL START W/01 SLATS AT TOP,FOLLOWED GY'02. #3. .....THEREAFTER ALL THE WAY DOWN, EACH SLAT N SHALL-CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)l (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED- DRAWN uv; .4 167 02017 ITLTECO INC. L.C. CASE 2 SHUTTER HEIGHT LARGER THAN I1'-O'APPLICABLE To INSTALLATION W10 STORM BAR AND W1 Nautilus MULUONS itoWngShufferSysfem OGA4/17 W1 HEIGHTS LARGER THAN 11'-0-. DATE (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY#2, 03, .....THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC. DOWN. EACH SLAT# SHALL CONSIST OF FIVE (5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADONG SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED,AFTER I% �Ac—ckxm-� 131" 1626 SX elLTMORE STREET 17-244 JiOISLAT IS INSTALLED,ADDITIONAL 010 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER PORT ST.LUM,FL 34984 ORAWPQ Na phowl Mao)740-ma.rm I ill-020 A EB-OW6710 HEIGHT. WALTIER A.LW.P.E* SHM 5 OF 25 P.E. IGNATURE/DATE FLOXOA 0 441 67 (b) BOTTOM SLAT @ MUST 13E ALWAYS INSTALLED. I I -- - ---- -------- - — -- -- POURED x-5/16.0 TAPCONSXLW/2 1/4'Min. 1"xYz1/B•OR 2.4-i1/B• --- 5/16b TAPCONS%L W/ CONCR EMBEDMENT k 1'O.D.xO.060'GALV. ALUMINUM TUBE 1/4'ox3/4'ITW BUILDE%TEK SCREWS 2 1, Min, EMBEDMENT REO'D STEEL WASHER O 24'o.c. W/ 1`O.D.xO.OGW GALVANIZED STEEL k 1b.D.x0.060•GIU.Y. % 5/16'tl TAPCONS XL V1 WASHER O 24•o.c. STEEL.WASHER O 24•o.c. � 2 1/4•Min. EMBEDMENT O 24'c.c. _ j { ° �. i POURED CONCRETE i f POURED CONCRETE �C , OR GROUT FILLED OR GROUT FILLED ` ;{ CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED, I{ I f ' EDGE 0 'I EDGE OF , , _�1 OPENING '- M ® OPENIN „ f 1�MJl i EXISTING , 0 EXISTING i , f EXISTING j GLASS; GLASS----' { GLASS--�I (BEYOND) II (BEYOND) I �, (BEYOND) { 4, SEE ANCHOR SEE ANCHOR 8 % ' °x i; / ,� i SCHEDULES ON " - m[u SCHEDULES ON I! SEE ANCHOR p s SHEETS 16, 17 'I SHEETS 16, 17 C SCHEDULES ON I z k..18 ! A o !k t8 �� b o SH18 16, 17 0 Min. SEPARATION s Min, SEPARATION I` A £ Min.SEPARATION 1 u TO GLASS L it TO cuss TO GLASS {, DMIOR M� (SEE SCHEDULES, I DGINOR 3 gj (SEE SCHEDULES. ii (SEE SCHEOLiLES, rn ON SHEET 15) Vii " 0:1 SHEET 1s) ° OMI SHEET IS) I OR 0/8 • �' POURED CONCRETE {I {. � POURED CONCRETE OR CROUT FILLED " OR GROUT FILLED ` {; CONCRETE BLOCK ' POURED CONCRETE " CONCRETE BLOCK WALL REQUIRED ;{ OR GROUT FILLED WALL REQUIRED. CONCRETE BLOCK �! I ,I WALL REQUIRED. ` + EDGE OF C EDGE OF f' f OPENRIc B oPEHu+ /{ �; 8 2 , 16' 1 2 1/16• /f 00 �, MIN. I'D 1 1 1/2'x1 1/2'x0.062'xCONi.ALUM. .,/ 1 2'xd'x0.062`xCOtJT. AN W/5/18.0 TAPCONS XL W/ ALUM.ANGLE 5/16•0 '"-{' p 1/4"lAin. EMBEDMENT O 24'o.e. POURED CONCRETE5/I6b TAPCONS XL Y12 1/.4' (I'c=3Y6i Mln.)REO'D, 2 1/4'Min.EMBEDMENTO 24• O 24'o.c. MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS.IIJ_ * ` :r!�tir .- 1 ., ✓ FLORIDA BUILDING CODE(Non High Velocity Hurrirnoa Zone) ? •' 02at7 TILTECO mc. am"Im. INSTALLATION DETAILS ON EXISTING POURED i .44167 Nautilus _ 2 Rowngsbnttersystem CV24/17 CONCRETE OR GROUT FILLED CELL CONCRETE .0:: EXPERT SHUTTER SERVICES INC. F :�. \� TILLIT TEmNO a EHOINEEIUNO COMPANY 'Q \ aw Nr.alu:a,u.xa.acua cmcoa.n ss,ae 1626 S.W.&411lORE STREET 17-244 \ rra,lace)e71.,bto.rr,tYd)'I-Sal 2eAWINO w BLOCK BUILDINGS zos.••• oRI�„k �`� a-mall;U11eccOao4com PORT SL LUCIF,rL_34964 SCALE: 3/16• r I" �r 4;CQ•' �\`LL\ ED-0006719 p Oke(am)742-saw,nm:(7n)an-2220 rn •• WK]ER A 7LLilT dr,P.E. a.r maim. s.n c.r . )ML/DATE Flo.Lrc.! 44167 a,san ./, SH[[f 6 OF 2r �i�i If ---— EXISTING-WOOD _EXTSTIND_WOOD -- 5/16'9 TAPCONS XL W/ -�— 5/16.0 TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR RAFTER 2 1/2•Nin. ,.PENIL W 2 1/2'LCn.PENETRATIGH 111'.1/B'OR 1/4'0.3/4'ITW BUILDEX 111'.1/8'OR 1/4'0.3/4'ITN BlIaM COSTING WT)00 6 1.0.0..0.060'QALY. 6:1 0.0..0.060'Ggy. 2':211/8• TER SCREWS W/ 25411/6• TEK SCREWS W/ EXISTING W000 1'0,0..0.060•GALVA7MED 1.0.0..0.060'GALVANIZED r—YgU55ES OR RAFTER STEEL WASHER-0 24'0.c RIISSES Ofl RATTER STEEL WASHER O 74'O,c ALUMINUM TUBE STEEL WISHER O 24'o.c. ALUMINUM TUBE STEEL WASHER O 24'o.c I 5/16'0 TAP—CONS XL 5/16'0 TAPCONS XL W/2 1/2'Min, W/2 1 2 un PENETRATION PfN TION 0 24' I (2 2'a1'DR (2)2'.4.OR I 2.8'CONI'. 2•.B'COfiT (2)2'.4'OR (2)2•x4.OR WOOD HEADER WD00 HEADER 2'.6'CONT. j 216'CONT REQUIRED REQUIRED WOOD HEADER WOOD HEADER REOLRRED REQUIRED 4 r pt�EDGED M EDGE M OPEEWNG I M OPOONG I OPENRZD OPE141W p M_ € EXISTINGNG GIASS— EXISTING EXISTING camIEYOND) GLASS— (BEYOND)D). I ; (BEYOND). I A W ®DR 3 I A (2)214'OR ARA fy 1 ISEPARATION S 1hXI )) SEPARATION u = 1 EXIQrIOR g (2)2'a4'OR I: SEPNMin (2)6?•CONT.R I N'm.DO (2 2.' 2•s6'.CONT, EPARLASS O1R.WD0C TO.ma WORD STUD TD GLASS +3 WOOD STUD TO-CLASS ..I STUD o tB• ( :zlQoutE GN 1 A 0 1s'O.C. '\ I Iu w 3 a 1s'aC. 1 6CIiC01AE ISN O.C,MAX. 1 ShTA� MNG.REQUIRED 1� Std� � MAX.REQUIRED �) REQUIRED. N'n• A (SEE SHEET 20) t (SEE SHEET 20) (SEE SHEET SEC CHEDULEORS SEPARATION TO CLASS l b 20) I CN SHEET 21 q (SEE ISA 4 I I 1 0/8. I j 0/8 1 0/8 1 ONS 1 (2I 2'.4'OR EE ANCHORS 1 SEE ANCHORS CLEECAS ; Flvsr 1 (2 2'.6' 1 SCttEWLE I f CONT WOOD- ON SHEET 21 EDGE Q7ING� I j ON SHEET 21 1 p EDGECONT. MAX. �S. is 8 B REQUIRED. I p 3 j t SEE ANCHORS E, E. 214'.O.G62'dCNT, tt HEOULE 1/2'.1 1/2•.0.062• (SEE SHEET I _ _ ALUM. ON SHEET 21 .CONT.ALUM.ANGLE 20) _ _ E. ' S/iB'_TAPCONS XL \ 5/16'4 TAPCONS%t aQ I&41 NMrn. 0/8 i 0/8 t W1 2Tei r 111n. 1 Nwil0 24•o,c FINISH 0 24' C. 0%8 I 0/8 2'a4•OR 2'r FV741 214'OR 2'.8:-�. 1 rum 2•.4'OR 2"' ! 2 W OR 2. ( EXISTING WOOD CONT.W0 COM.WOOD EXISTING WOOD CONT.WOOD CONT.WOOD EXISTING WOOD LA DECK OR BOTTOM PLATE DECK.on BOTTOM PLATE EXISTING WOOD SOTTON PLATE I• DECK OR BOTTOM PUTS CONCRETE SUB gEOUIgED CONCRETE SLAB NEW RED DECK OR REQUIRED ? ONCRETE SLAB REOUfAEO B REQUIRED. (SEE SHEET 20) 4 REOUTAED. (SEE SHEET 20) 8 CONCRETE SUB (SEE SHEET 20) lr1 rRED. (SEE SHEET 20) REOURiEO. • .. .�. EDGE. I �r L.. _i ARUGBL[) , WALL MOUNTING WALL MOUNTING BUILDOUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EX1,0fii.G. WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Ynlocity Hurricane Zara) 44167 O 2017 TILTECO INC. Nautilus _72"�"'�" * Ro1daysbu(torSys6rtn C8/24/17 wa7 % EXPERT SHUTTER SERVICES INC. + � .• \!�t 4 TIWT TESTING Q ENGINE[RIHO COUPANY ,4 � • 114 .•.•M�.0cu a sl..005,.+W4MA cvmtxt,D.»Ite 1626 S.W.BIL7u0RE STREET 17-244 rr ( fian,I{JMId71-1570.ra.I{706)071-ISH PORT ST.L.UCIEIG 900 AL EB E.TL 34984 DPAEIlo L7�V 11( 0-maid 40006719 K.s:R,c.6071m p (em)7,g-mo.ra(1T7)671-. N 1 - µE! WALTER A IWUr. sxttT 7 a 28 P.C. P.E. SEAL E/OATE TLOMI A Uc.1 44167 �I m I>mI uI m U.E.D. POURED CONCRETEED.—'.. OR GROUT FILLEDF I OR OR j POURED OR j POURED CONCRETE BLOCK CONCRETE OR POURED )OR j CONCRETE OR (SEE SCHEDULES ON (SEE SCHEDULES an GROUT FILLED (SEE SCHEDULES ON CONCRETE OR nULEO_ SHEETS 17&III) SHEETS 17&18) CONCRETE EL= SHEETS 17&18) cRow FILLED 2—v\ Is SCHEDULES ON GROUT CONCRETE BLOCK CONCRETE SHEEIS 17&18) BLOCK ?.769` N N\\\N 0 4-o.c. 548* .452' IL CONCRETE'*"' D 'LOCK NN IC N Nx 2'DR I* x E OR El @OR @3 A A D mrt� H rH)-- o.c. 0 1/2'. Ip 41 — SUP on qa-S 2% 114' D 0 4*ox. FLUSH MOUNT CULL) *n_'YAF._!J4" D SECTION WZ STORM 'BARS w NT BUILD—OU J MOUNT BUILD—OUT MOUNT SECTION P=T .(PLAN) SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE-OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCUM 1/4'.I' G OR /--,\DR@) A F 0 4'ox. fo R 0_ 2,74 ruN ox� 0 4"O.C. 0 4 A Ili'1/4' ok I A" 0 4"ox. A OR 1/0'SUP D 00.,'/.V 1 4� lp 1/2 I/f j._114�p SECTION Q'-0' (ELAN) R I/ SUP OR 1 8 SUP 1/2-.1/4- 11Z I/,- ORIENTATION 11 '/4UP SUP OR I SUP D OR 1/8 D UP OR?/8'S WALL MOUNT END 11111AN .SECTION 0- Iftl ALISECTION 0-0 SECTION R—R (PLANI SECTION R'- " SE_ I '& - R' (PLAN) H ORIENTATION #1 ORIENTATION 12 ORIENTATIONS # ORIENTATION #2 rA 0 4'mc. A WALL MOUNT EN MULLION WALL MOUNT END MULUON WALL MOUNT INTERIOR MLfUON TRAPPED MOUNT INTERIOR M1111ION INSTALLATION DETAILS INTO MULLIONS G,G1,G2 SCAM 114*-I, f1r.T/4* D OR 1/8-SUP D (2) 27W OR 2'x6* STUDS (2) 2-W OR (SEE SHEET 20) (SEE SCHEDULE 2".6' STUDS— ON SHEET 21) ALTERNATIVELY TO& A (SEE SHEET 20) MIN. 1/2- 1/4"0-20x3/4" S.S. M.S. ON SHEET 21) PLYVIOOO� W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) 1�1. —1/4 S�p G 2. FOR THIS CONNECTION MIN PW�W1/D_i ORIENTATION #2 DR 05 2.2 2'OR I* WALL MOUNT END & INTERIOR MULLION A. ..... ...**\Afti *1. OR I SUP 0 4***.c� 1/27/`ZI/4- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r D I AV-44167 C2017 11111100 ac, DRAWN ft FLUSH MOUNT (WALL) W Nautilus I.C. BUILD—OUT MOUNT RolUngshufferSystoza W/24/17 SECTIONS 0'-0' (PLAN) %% —EXPERT SHUTTER SERVICES INC 7ILLIT TESTING&ENGINEERING COuPA1 &=At�- ...33 $626 S.W.BILTUORE STREET I-IS31 17-244 _!2 4 *_m.;L Wcoo"I­ PORT ST,LUCIE,FL 34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS E- 0 "1-02; SCAM-1/4'. V EB WXTER MIT J P.E. P.E. / WIATURE/QATE FLORIDA Vc.I 44'lr7 SHM 8 OF26 - -T/2-Min;E.0' FOR-3/8'0'-CRL.K-IN-ANCHORS-- --- (4)-J/8'p-CALK-IN-ANCHORS..OR_ _ 3' Min, E.D. 3"Min. E.O.=FOR 1/Ab SOLID-SET ANCHORS (4) 1/4'0 SOLID-SEF ANCHORS OR .—._ ---- Min. E.D. ' Min. E.D.--+I FOR 3/8'0 01K BOLT TZ EXPANSION ANCHORS r (4) 3/8'0 KWK BOLT 12 EXPANMN ANCHORS OR (4) ANCHORS* PER 1/8"Min.E.0 1/8" Min, ED,-f--FOR 5/16"0 TAPCON XL ANCHORS (4) 5/16"0 TAPCON XL ANCHORS S. 3. t. STORM BAR CONNECTION, EDGE OF SLAB EDGE OF SLAB 5/16'0 TAPCONS XL W/ SEE TABLE 2 ON SHEET 23 IF AppUCA82£ IFI' ApPLICJBLE. 2 1/4'MbL EMBEDMENT S• �(7yp.TOP dt BOTTOM) STEEL WASHER 6 Za"o.c. T` K DMIOR a' Min. 2• li 2' Er O aLxuMiriLiri•Atac E1WALLD POURED CONCRET POURED CONCRETE (606,3-T6 (Yc-3 Kai) 5"min. U (t'c-3 K07) 5'min. 2• 0 0 / THICK REQUIRED Si 5/16'0 TAPCONS XL THICK REQUIRED (2) 1/40-1423/4"ITWJUILDEX TEK 1, I I EMBEDMENT Mtn. / 5" SCREWS TO STORM BAR K (TyO, TOP & BOTTOM) STEEL'WASHER 6 V SECTION S-S p 24'ox. 8 2' 6! 9 BOX NO&SOom : W R n I I ANCXQR 1" Min. FOR BOX WIND ZONE 1-3 t u n I I DETAILA 2' Min. FOR "�SEE STEP 3 ON SHEET t4 FOR SPECIAL - I >k 1/4"0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ WIND ZONE-41 i TREATItENT FOR WAND ZONES 1 THRU 3 �d� 1/4'0-z 3/4"SOLID-SET OR 3/8'0 x,1 1/4'CALK-IN ANCHORS N 4 n ti 1" Min. FOR n RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS-AT THE TIME MIND ZONE-1 I ! STORM BARS ARE REMOVED. (SEE DET.A), %Z D Min,x Ii � 1-3 t 0 1 1 1 EXTERIOR In1, SEPALS TO T�o I I (2)ANCHORSO PER p(SEE SCHEDULES ON 1 i A N 2•Min, FOR n 1 1 D STORM BAR CONSJECEET o SHEETS 15 & 16) 'MND ZONE-•9 SEE TABLE 3 ON SHEET 23 R I 'S 4 DSD [(Typ. TOP& BOTTOM) _ I EXTTRbR i! !A(n, (2) 316'0 CALK-IN ANCHORS OR y w s SEPARATION TO I (2) 1/4"9 SOUR-SET ANCHORS DR 1•� 4^ CLASS (2)3/8"0 KWIK BOLT TZ EXPANSION D n(SEE SCHEDULES DNI A ANCHORS OR 1" n I E BEYOND EXISTING :I SHEETS 15 & 16) (2)5/16'0 TAPCON XL ANCHORS 1• II I GLASS -`^ii 1 ( i 2' K MEW EXISTING--�� ii V 2'x2 zlje"zO'-5'(6063-T6 ALLAY) GLASS Ir I I p" 0 ALUMINUM ANGLE EA, SIDE W/ S1 (2) 1/4`0-14x3/4'ITW UILDEX TEK R Tup/aoT�n' i ( MR TOP/80T10M) 5• SCREWS TO STORM BAR(� (Typ. TOP & BOTTOM) t>m•ToaleoTroD)a S SECTION S1-S1 II 1 � trvP.TQP/BGT1Du} .2 if16' a LUn. n POURED CONCRETE 2 E,D E.D. laS I/2'x1 1/2'4A82NCONT,ALUM. (t'c-3 ksi) S"min, _ E AN W/5/S6"o TAPCONS XL Wf THICK REOUIRED 5/16'0 TAPCONS XL Wj ell 2 1/4'MinEMBEOUDO,• + 2 1/4 Min.EMBEDMENT 024'a.c. / O 24o.e. of " �O/MM t1 " EDGE OF SLAB POURED CONCRETE EDGE DF stAe WALL MOU J` (rc^S 1.0 IF APPLICABLE 5•mn.TlUCif REQ-0 I IF APPLICABLE \\ ••V� f 1/2'Min. E.D 1/2"Mfm EA.--L—FOR 3/8b CALK-04 ANCHORS �••+�' FLORIDA BUILDING CODE (Non iBgh Velocity T3urttrnna.Zone) t jb' : 41017 Ti=0 Oic, �� ` Owmf el: I--3'Min. E.p, 3"Min. E.O.---1I-�-�FOR I/A'P SOLID-SET ANCHORS ; �"� '* 7 w �,Yd*�f�i�ua►7+ L,c, Min. E.D. Min. E.D.--1•—F0R 318 0 m BOLT TZ mow AR:KAR's +-�; ",+`" •-�- '� RoZZ1Ag�Shinttas us mf2t/s7 3 1/8" Min. E.DJ-�•--�-3' 3 1/8' Ain. E.D,--(--FOR 5/16"0 TAPCON XL ANCHORS III ',.,:._ • iML E G O TNa. ATE ' \\\ XPE TILLiT TESTING Jz ENGINEERING COMPANY ERT SHUTTER SERVICES INC. \\ (,. t. 5n t'_',=.�i°�°�C bw'i�-'Sai to isze S.W.aiLTuoRE STREET 17-244 FLOOR TO CEILING!TRAPPED AND WALL MOUNTING;STORM BAR .,,45'j Cyt '1t1 aT tat.wOcol— Pw� �PORi ST.U F FAX:ti»i 4 aua0 ORAINM w SECTIONS V NAL E� ,I EB-OOQa710 mo.v SG/-l.E:3/16'A t' P.E. SQ' fS TUREJOATE FWROA t c�1 44167 1 G ar 26 a . KfflK OLT -- 'Min. E.D. ' Mtn. E.D. ANCH01T2S30 ENd DBINTEROR MULLIONS 1 112• 3" 1 1/2" ©&®(ORIENT TION #I) AND END MULLION S©k O7 (ORIENTATION 82) -�- 3" 3" FOR O 3/4"0 KWIK BOLT IO EXPANSION C' 1 ' Min. E.D, Min. E,D. ANCHD 5 0 INTERIOR MULLION G� �, (ORIENTATION #2). EDGE Of SLAB 1"T T-1 EDGE OF SLAB, D(TERIOR 3•x3-xt/2-x0'-6- 4 �� 1F APPLICABLE�I 1 I I I 1 I I r ff hPr PMME 6• 1( u60mt ANGLE EA, SIDE Y!/ \rl 3'x3•x1/2'x0'-4' (2) 3/4'0 T U BOLTS (6061-T6 ALLOY) Alum. TO MULLION & I I/2' POURED CONCRETE p ANGLE EA. S10E YI/ (2) (1) 3/4'0 KY71K BOLT T2 (Pc x• 3 ksl Min.) 11 3' - 3/4.0 THRU BOLTS TO 11/2' EXPANSION ANCHOR 1 1/2' 8" Min. THICK REO'D. MULLION C do (1) 3/4'0W 6' Min.EMBEDMENT ii E E0. KWIK BOL TZ EXPANSION t II'v /2' TO POURED CONCRETE 3" 3' 6 I I TO'POURED (Typ. TOP& BOTTOM) EMBEDMENT A I BOTTOM)CONCRETE (Typ.TOP& r-4' ExisnNG---l' I I SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/n* GLASS —'j 1� ` (END & INTERIOR MULLION) (END �k INTERIOR I Min. (/ ORIENTATION # 11 W ORIENTATION 2 (6"x4") (4"X6,) k I 4+� 1 1/2' 1 1/2' 1 1/2• 1 1/2' p 3'x3'xl/2'x0'-4` 2• N R I (6061-T6 ALLOY) Alum. ANGLE Eh SIDE W/ EXTERWR (2) 3/4'0 TH�U BOLTS 3' 3' -O 3' o N TO MULLION G & �(A ® u ® (1) 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR a0/8 Of a 0/8 Or W/ 6`Min, EMBEDMENT TO Di Li POURED CONCRETE (Typ. 4. OMMOR o' R/8 or t� R/8 or TOP & BOTTOM) I a" EXIERkOR 35 R'/8 ii I R'/8 g• EXTERIOR � u ( G1 u 11/2 3 • 11/2' 1 1/2" II 6- ° I X1 1 1/2' 3"x3'xt/2'x0'-8' (6061-T6 ALLOY) `-NumY ANGLE EA. SIDE(6061-T6 1-62)ALLOY) QYP.T6Pit0u)1i (TYP.TOP/BOTION) Alum. ANGLE EA. SIDE W/_(2) 3/4.0 11 E0. EQ. 1 1/2' THRU BOLTS TO MULLION 14 (1) THRU BOLTS TO MULLION 0 3/4& (2) u p _ 3/4"0 KWIK BOLT TZ EXPANSION 3/4'0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO ANCHORE POURED CONCRETE (Ty p. DM N TO II r 1' 3` SECTION X1-X1 W/ * POURED CONCRETE (Typ, TOP h BOTTOM) (yP BOTTOM) POURED COtICRETE (END MULLION ONLY (INTERIOR MULLION ONLY (Pc - 3 kst Min.) (END & INTERIOR MULLION) / 8• Mln. THICK REO.O. (W1 ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/ fill 11 it EDGE OF SLAB L_Ly,1 iEDGE OF SLAB (8"x4"}// If.affucABLE (T'!/ OR]EP6ATION 1 2) IF APPLICABLE // FOR (2) 3/4'0 KWIK BOLT TZ E?�PANSIOJJ Min. E.D. " Min. E.O. ANCHORS 0 INTERIOR MULLION P ' �} (ORIENTATION @2). ,Z►'a' ERA 7[AND BOX NOT SHOWN FOR CLARITY Min. E.D. 'min. E.D. OR (1) 3/4.0 KVIIK BOLT TZ EXPANSION �11x `,,•' C '.•; ANCHORS m END AND INTERIOR MULLIONS FLORIDA BUILDING CODE(Non High Velocity 9urtiwne Zona) ©dc® (ORI ATION #'1 & #2)AND ; t ; 02017 TILTEO4 INC. Nautilus OY, END MULLION GG ORIENTATION #2) ,Yt1. 4r��.` FLOOR TO CEILING ITRAPPED MOUNTING'MULLIONS(G OR RollingSJSnMorSysWm m%24/17 MIL E C O INS. SECTIONS W-1 ' O Q�" EXPERT SHUTTER SERVICES INC. TILLIT TESTING t ENGINEERING COMPANY •'�''Q,,� aUa N -<xr9ii°TtL. .vrrcw �sNa 1626 S.W.61LTUORE STREET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* '.`os, ' RIS ' �4�{�' T°Egt2lep06 19— PNMT PORT 719-uoLUsce.f✓�n 7 9Ti-°09° °"AMNO"° O••• '••• ` 1 WALTER ti 1111Tf Jr.P.E. xa. �a ua m.r mums• ua SCALE: 1/6' a 1' P.IF-3Fi7yy }� /DATE F10RtOn Ua/u'62 �tO of 7s � e Min. E.D. ----- Mia. E.a.-----------�¢) ANCHORS 1 � _ a•. - - -_------- - ._ - .�. _ _�--- �(SEE SCHEDULE dt (SEE SCHEDULE 01) SEE SCHEDULE�i) 3"x3"x1j2'x0'-4" 2" (6061-T6 ALLOY) OSEE£OGT OF SLAB EDGE OF SLAB - - 3' Alum.ANGLE EA, i V-EE MAXIUUU©(IMEPoOR)&` !(END.&DHIItIDR)7RAPPW UDUNTIII UULIXRtS IF APPUCABLE-1 IF MI' PLICAS SIDE W/(2) 1/Z`0 3' SPAY COVERED BY 5CHEOUIE 1L FOR 6YSTAUAIKN{CASES t,to 6 B ON SHEET 25. `�\ THRU BOLTS (LIHED LOAD,MULLION SPACING AND SPAN lNSTAl1ATtDN \ \, 1 t TO MULLION 4 ) I .G i I 4'EtCTERIOR 1 GRIT I -RESIDENTIAL AND CODUERCW,AppL=*NS Wn t6" p.at.M"UU&S.D.DESIGN PRESSURE RAT NO. ly 3` POURED CONCRETE 3"x3`xi/4'xO'-$' i i 12'-D`MAl(NUN MULLION SPACING. U (Yeo 3 kei Min.), (6061-T6 ALLOY) SEE SCHEDULES#1&/2 FOR ADDRIONAL SPECS. I ( SEE SCHEDULE#I. Alum,ANGLE MIDE 1 1 SJ2` G) $`EXTERIOR NZIUADai�to-RESIDENT14.AND COMMERCIAL APPUCAAON W t6as W�(2) 1/2'6 ON UAIDMUM A.S.D.DESIGN PRESSURE RATING,6'-W 8 I I 6 LTS TO IAULUON� ) 1j2• if IMunuRI MUWO14 SPAC , -6.— SEE SCHEDULES/1 &/2 FOR ADDITIONAL SPECS. EXISTING---''I GLASS ;, _ ALTERNATIVE SECTION X1-X1 W/(C-;)* NZUAM am H-COMMERCIAL APP==#FOR iIDDA pat.MA0VUM A.S.D. 1 1 1/2DESIGN PRESSURE RATING,V-0'WJOMUM UUUUDN (4 x Mtn. 60 INTERIOR MULLION ONLY WORIENTATION 2} W1 # SPACING.SEE SCHEDULES Jt&12 FOR ADDITIONS. G OR Cit 11/2' SPECS. rt I (SEESCHEDULE j2) 2" 2' ANmCRORS (6061-T6 ALLOY) I ALTERNATIVE SECTION X1-X1 W! Q* In tt I I Alum.ANGLE EA. SIDE 41 W/(2) t j2.6 THRU 3. aa_ „ I I BOLTS TO MULLION I 4°x8° INTERIOR AND END MULLI6N W ORIENTATION 1 I 1 n I s 4` SCHEDULE #1 w H Q/S Or Q/8 of I i I I i EROR INSTALLATIONCNuUK EDGE THICKNESS ARCOTYPE SIZE(7YP.TOP h OOi04) WIN.ANCHOR u R/8 Or RIS CASESDISTANCE IN 1 1/2' REOD. ME4w ANCHORR'/8 R7/$ (SESCHEDULE �i} 3/8'0 Him INC HUS-H SCREW&7/B'i POWER FASTENER II 1 1/2` WEDGE-BOLT ANCHOR FOR(,C& .@(INTERIOR)MULLIONS 2 1/2' 5 1/2- W/ORIENTATION 12. 4 ALTERNATIVE SECTION X1-X1 W1 * t 4• 1/2-0wSOLT ANCUS-H OR r & 1/2'r POWERMIO FASULLIO II W/ORIENTATION/l. tEHD&tHtERiOR)MULLION 3• 6• I I I X1 (4°x8° INTERIOR MULLION ONLY W/ ORIENTATION III 2} p INTERIOR (Ir.TGP/BOTTCU)I TDP MU i NILTI INC IENT BOLT 2)ONLY FOR 6& LI I I (TYP. /BOTiDU) MULLIONS W/it), i2)&®{END 4UWON W/ 2 1/2' S 1/2' hk 4- ORIENTATION/t). ry 1/2'0 HILII INC HUS-H SCR &�/2'll POWER FASTENER (8061—i6 ALLOY)Alum. II 1 E—66L7 ANCHOR FOR O& (END tNt INTERIOR If __L 3., ANGtE EA SIDE W/ 2 1• UUwOH)W/ORIENTATIONS t OR J2. 3• 6` it - 1. 1/2.0 THRI BOLTS TO '�— - idULLION(at) t 1/2'0 HD.R MC KMK BOLT TZ ONL FOR a& HtiLTOOR j 40LU03(S W/ORIENTATION 112)& (END UUI N W/ 3 1/4' 7 1/2` // ORIENTATION/1). / I�EOGE OF SLAB G) $•D(T�(OR H b` 1/2`0 HILTI INC HUS-H SCREW OR 1/2`0 POWER FASTENER EDGE OF 51AB1 IIF APPLICABLE EDGE-SOLT ANCHOR SEE 4 140TE ON SCiEIRS.61W QN --F SUB Wo. E.D. 1dtn. E.D. EET 25.VAUD FOR END&WTERIOR MULLION O&{ap iF APPUCABLEI (SEE SCHEDULE gt) (SEE SCHEDULE rti)� ( W/ORIENTATIONS dl DR p2. 3` b' POURED CONCRETE (SEE SCHEDULE gT) --- i.. SCHEDULE 02 Wc.-3 kbi Min.), -- 'SEE SCHEDULE #1. MIN SLAB 111N.ANCHOR 1 1,12' 4^ r * INSTALLATIONk' THICKNESS ANCHOR TYPE&S12E(TYP.TOP&BOTTOM) DISTAAK:E EW4034ENT ALTERNATIVE SECTION X1-X1 W/. ANCFrOR FLOOR TO CEILING 1 TRAPPED MOUNTING:MULLIONS�DRC , � L u k a 4• 5/9.0 Han INC HUS-H SCREW&5/6"0 POWER FASTENER 2 1/2• 7 t/2• SECnONS W-1 (4°x8" INTERIOR AND END MULLION ONLY,, .. WEDGE-600 MCHOR. `�) 4 • '• _ FLORIDA BUILDING CODE (Nan High'Vetoetty Hurricane Zoaa) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _ '. a 2017 MLTECO M DR.*"Im ND.4416r NautilusLIM APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS `-tet Zzj,* C I►/��—° RoBingSbutters�SNIM C5/34/,7 1LI-- SOME: t/8' 1' .p».--id' �-J-- ' `w V INC. wrc �' slut TEsnHa&ENaINELmna cauPANY EXPERT SHUTTER SERVICES INC. + StOE RAIL 0 AND BOX NOT �.�'L� ••7T' .�7' i\\\ ....Nr.xa°,-s1.e.,,x».wnw wcaH;n 17w 1626 S.W.BtLTMORE SLRET 17-244 •...... I,1he2C.Lc PORT Si.LUCE FL 34884 OFAVANG No WA i Pl.(W27 142-2266.FAIN(77I 671.Q75a SHOWN FOR'CLARITY `" y 6 1 LIEF;vLL617F18 SNC P.E rv.w agar w ux rx r oaavn°+ ua PIE--W; �) /DATE IM.".Lk./44167 ay srm, yn Et iWOrza 1 4 EDGE lF`APPLICABLE 2-xMULLJON DEPTHgI/a--CdnU.-- ALUM.TUBE (TOP & 80 NY/ 1/4'04/4"rTw BUILDEX TCK SCREWS 7 .1/4- 5/16*0 TAPCONS XL /TMI/4' W1 I-O.D..0.060-GALVANIZED STEEL MIN. E.D. 2 1'/6- Min. EMBEDMENT* 24'o.c. WASHER 0 24'a.c. Mi E.D I EDGE IF APPLICABLE T- 4-- EDGE IF APPLICABLE 7- o" POURED 7 3/4hL - Min. E.D. - NUOUS Min, ED, 2" CONCRETE(Pc 3 W W") t2 --—7 3/4' ?Ain, E.D. ———— 8"Min.THICK EQ'D, r 2_ 2- 2H- 2- I. END CAP .2 2 x . POUREO CONCRETE 7 31/4, 1 (VC; 3 ksi Min.) POURED CONCRETEMin. E.D. EQ.- in. N THICK REO'D. DIM" (Pc - 3 ksi Min.) t-4 8" Mtn. THICK RED D. z 1� x\ a 11 OR @G1 T" OR'@ iq GOR 2'! 7 3/4-1 Mtn.Xr I, Q/8 or 0/8 7 3/4- Min. E. I I —- - 4'x4'x3/aj R/8 or R/8 or 4x4"x3/8'(606i-T6 ALLOY) ,0 il. (60151-76 ALLOY) R-/8 Rs/8 um.ANGLE EAL SIDE. EWE IF APPLICABLE7 Alum,ANGLE EA.SIDE. f EDGE IF APPLICABLE in.- (WALL MOUNTED SHOWN, MAY BE Z2 M ALSO INSTALLED TRAPPED MOUNTED 32; G-4 SECTION X2-X2 W1(G)OR ALTERNATIVE SECTION X2-X2 W/ GO OR OG * 0 GLASS 11 I I PER SECTION R'-R' ON SHEET B.) (END & INTERIOR MULLION) ND & INTERIO 'ON, (WZ ORIENTATION 0 2) (4"XIB" or 4"Xg') - M Win.,E.D 2 62"xCONT. ALUM. or 8"A") -X1 llrx" ANGLE W/ 1/4"00/4" ITW BUILDER 7 .3/4' L-AN1 MIN, E.D. NJ I I TEK SCREWS 0 24. o.c. TO TUBE. 1 1/2- • SIDE RAIL NOT SHOWN FOR CLARITY 7' CONTINUOUS POURED CONCRETE Tc,3 W Vr,) 7- 16" 8" Win,THICK.REOID. X2, X2 1 •1/2' 1 1/2- (ryp'rop/w-u) 7 3/4' \-4-.4-.3/8"xD'-1O'(6061-T6 ALLOY)Alum. ANGLE MIN. E.D. N E010- EA SIDE W/ (2)3/4-0 THRU BOLTS TO MULLION N (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR FLORIDA BUILDING CODE(Non High Velocity urrito, nii toile) 1 1/2- W/ 5'Min. EMBEDMENT TO POURED CONCRETE ' WALL. (TVP.TOP& BOTTOM), N6 02II 7TEC0 NC. Nautilus filusEDGE IF APPLICABLE o.4417 MA"Im I.C. WALL MOUNTING:MULLIONS AGOR� RoHingShuderSystun 03/24/17 11LIECOINC POURED CONCRETE WALL SECTION W-2 TILUT TESTING a ENGINEERING C�owv, EXPERT SHUTTER SERVICES INC. nw=!.. ?I- - 1626 S.W.SILTUCRE STREET 17-244 POW Sr,LUCIE.Ft-34054 Vw4ft.t.— o"vM Ns END&INTERIOR WALL MOUNTED MULLION INSTALLATION %�,!O..........0 ." P.ONn 741-9416 17A�Xg(M)571 Ono - }t WN.IER TIUJT Jr.P.E. SCALE: 1/8'.. 1' P.F-%WAVN#6VE/DATE FLORDA Lk.f 44167 11 C124 - 17 - - -- --- - - - 1/4'ax3/#`n -W BUILOEx TEK.SCREWS -£OGE-IF-APPUCABLEI EDGE IF APPLICABLE 2'xMULUON OEPTHx1/8'Cont. W/ I.O.D.x0.060'GALVANIZED STEEL ALUM.TUBE (TOP & BOTTOM) W/ WASHER O 24"O.C. T d 4` 2 1/2\ 5/16`0 TAPCONS XL W/ 7 1/2" 217 EDGE IF APPLICABLE _ 7 1/2'Min. E.D. _ 2" Min. E.D Min. EMBEDMENT 0 24' O.C. 2 T_ MIN. E.O. 1, 7 1/2'Min. E.D. 2 2' It- 1 1/4• 2` POURED CONCRETE I (f'c = 3 k9i Min.) ( POURED CONCRETE 6" Min. THICKNESS EXTERIOR 3t/2' I \, (f'c = 3 kai Min.), 4.EX1�OR REQ'0. t 6" Min. THICKNESS REO'D. Tj 1/a" ITN.f@G1 1 2' a" G OR G1 w 7 1/2° CONTINUOUS POURED Lyn -EO:- £O. END CAP 2• 2" CONCRETE(f•c ) 1 7 1/2"Min. E. . 7 1/2' Min, E.D. �s min. E.D.6 Min. THICKNESS \ 1 _ Q4 Min {6061-T8 ALLOY) G \ 4` 7 4`x4`x1/4" 1 �- um.ANGLE EA.SIDE. y REO'D. I J 6081-T6 ALLOY) i G@OR G1 EDGE IF APPLICABLE Alum.ANGLE EAY SIDE. EDG£IF APPLICABLE N l I16R ALTERNATIVE SECTION X2-X2 W/(G�OR * ALTERNATIVE SECTION X2-X2 W/ (# �N nl INTERIOR MULLION) (END & INTERIOR MULLIONS) � l° ® ii I I ® 14 ORIENTATION # 21 fW-/ ORIENTATION # i- - N Q/8 or i 1 Q/8 or W'x6" Or 4"x8") (8"x4") R/8 or ii I I R/8 or W RO/8 R*/8 OSEE MAXIMUM©(INTE'RIOR) & (END & INTERIOR) WALL c y MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR n t` (WALL MOUNTED SHOWN. MAY INSTALLATION CASES I' & IT' ON SHEET 25 w Ex150N0 stein• 1 I D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): CLASS "11 I I MOUNTED PER SECTION R•-R' n I I ON SHEET e,) INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 160.8 p.s.f. Min. E.0 1/2"xi 1/2"x6.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 7J2• -- .ANGLE W/ 1/4"mx3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN. E.D. N TEK SCREWS 0 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO t t/a• INC HUS-H POWER ET fN RS LTTWEDGE-BOLT OR ANCHORS. ® 3 1/2' i 3 1IIJ2`s` ® INSTALLATION CASE II' - COMMERCIAL APPUCATION FOR ±100.0 X2 __I X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (TrF.T6P/60Trou) 1 1/4" - T 1/4` (> TOP/wIT014 MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. CO NUOUS POURED L4`x4`x1J4'x0'-6•(6061-T6 AIu ALLOY) m. MHN:"E.D� CONCRETE-'{f•O=3-RN— EO EO EA. SIDE W/-(2) 1/2`0 THRU BOLTS TO MULLION' - --- Lon) 6" I6n. THICKNESS\ & (2) 1/2"o KWIK BOLT TZ EXPANSION ANCHOR p SIDE RAIL @ NOT SHOWN FOR CLARITY REO'D W/ 3 1/4'Min. EMBEDMENT TO POURED CONCRETE A;TIL WALL {TYP:TOP & BOTTOM). ,�'{��',.•G .,• ,,� = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zow) EDGE IF APPUCABLE WALL MOUNTING:MULLIONS(G�}�OR 02017 TITE00 INC. c9Ax1I er POURED CONCRETE WALL W.44167 �s Nautilus u SECTION W-2 — .._� Ro111ngShntRrrSpahrm oa/z�/n IL ECO,N1. aA,z �� TILLn TESTING A ENGINEERING OONPANY EXPERT SHUTTER SERVICES INC. 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION* p�.. �*" .�. � u�;�w,,* t ;�«a 1626 S.W.810110RE STREET 17-244 �G:Q .• ('O`itt1 a OR:GTllGOGOOLCOm F4 f PORI m)7w-! .PAe:T712)a671.02go OaAUM No APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ,Q"""" ,t E8-00067'9 ,a,18 , ,m, WALTER A.1ILLR Jr.P.E. SCALE:.1/8-- 1' - " efti / TURF/DATE FLORDAL1c.1144167 , aou-021 V" • SHEET 11Aor26 17 a i 4' 'Min, EA. Min. E.D. OR (i)-3/4"0 KWIK BOLY =EXPANSION 2. — ANCHORS 0 END MULLION W 3'g3'x1/2"x0'-4" - - - - - - --- (ORIENTATIONS #i & Q2). (6061-T6:ALLOT)Alum. 1 h 2' FOR (2) 3/4-0 KWIK BOLT TZ E PANSION ANGLE EA SIDE W/ (2) E.D. " Min. E.D. ANCHORS 0 INTERIOR MULLION' 3/4"0 THRU BOLTS TO i 1/2' (OMENTATION (}2). MULLION & (t) 3/4"0 KWIK 80L TZ EXPANSION ANCHOR Wf 6"Min. EDGE OF S1AD 1- t -7 �EDGE OF SLAB EMBEDMENT TO POURED CONCRETE(Typ. TOP& •'', / r t Y / f!1 /Y i BOTTOM) Cat 7' EXTERIOR POURED CONCRETE n (t'c - 3 kst Min.) II 3" B" Mtn,THICK REO'D. n it n 3" ll EXISTING4- Guss SECTION X343 W/ 0 Min. G2ULE o L ii EKtERIOR 4, t 1/z' (W 'ORl NTAPON-"l 1 1/2" t 1/ . (7'x4') r-1-4- -e- it "-e- o N 0'/8 4" EXTERIOR 2 ii ( I C2 G2 4" EXTERIOR T ii I u 1 1/2" 1 1/2- ii I h - 1 1/2- 1 1/2' x it m?Y TOP/sono)Ii 1 1 (M+.T0P/BOtiO4) 3'x3`xi/2"x0'-7'(6061-T6 ALLOY) zr-3--I/2*W-7*(6061-T6 ALLOY) It Atum.ANGLE EA.SIDE Wf„{2)�3ja'0 Alum,'MOLE EA.. SIDE W/ 2) 3/4'11 h THRU BOLTS TO.MULLION & THRU BOLTS TtI tdULLION & it POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4.0 KWIK BOLT TZ XPANSION ii 3 ksi Min,) ANCHOR W/ 6' Min. EMBEDMENT TO ANCHOR W/ 6- Min, EMBEDMENT TO ttt' 8'Min. THICK REO'D. POURED CONCRETE (Typ.70P & POURED CONCRETE (Typ.TOP & BOTTOM) BOTTOM) It-L.L. (END MULLION ONY) (INTERIORMULLION ONLY) EDGE OF SLAB I t { E ALTERNATIVE SECTIONS X3-X3 W/.1 I EDGE GF SEAR +F APPLICABLE l��;PP.tc+$LE �(„Wf ORIENTATION ' 2 FOR (2) 3/4"0 KWIK BOLT TZ PANSIOFI ,,.....:.., (4`0") IdIn. E.D. `Min. E.D. ANCHORS 0 INTERIOR MULLION .�'���I�p�p a.71/, (ORIENTATION #2). .1' 'T.'-" Wj f:- " SIDE RAIL @ AND BOX NQT SHOWN FOR -- Min. E D. "Min. E-0---FOR CLARITY. (i) 3/4`0 KWIK BOLTEXPANSION ANCHORS 0 ENO MULLION 13 ,11 r ��l�+'fJ,�"'•.»• FLORIDA BUILDING CODE(Non High Velocity HuWoone Zane) ” (ORIENTATIONS #1 &#2). `*S . * "• * 02017 Ta.TECO INC. CROW W.., FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? Nautilus � SECTION W-3 � �� (IL E C �No. RaTrin_qSmare6�Sysr6m 4/17 Mir 11T``` .� aaNcaiuce 16 o EXPERTSHUTTERSERVICES INC. 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' "'- � i1TT toone�ii's'°"� t �7�=mo' h 2)871-GD30 1x13T1@IC«. SCALE: 1/8*--- I' �F�iaM04 Llc�t WeP1 cr w �axonw MIA n a.... ma,�w ax SxaT t2 OF 26 P.E.SF.AEjSI NATUREjOATf 1 6 O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Mn. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, Ia & II EDGE OF SLAB r-"'—(SEE SCHEDULE 61) 21— EE SCHEDULE 11)71 Of SLAB ON SHEET 25. IF APPUCABLE IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALAMON CASE I — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60:8 p.s.f. MAXIMUM A.S.D. DESIGN II 3'x3`x1/4%O'-7' t' t' PRESSURE RATING, 12'-0" MAXIMUM if 3- POURED CONCRETE (6061—T6.ALLOY) I—�5`��- MULLION SPACING. (fc- 3 tali Min.), Alum. ANGLEFA SIDE I SEE SCHEDULE #1 FOR ADDITIONAL SPECS. SEE SCHEDULE gt. W/ (2) 1/2% THRu y BOLTS TO MULLION 'F2" INSTALLATION CASE la — RESIDENTIAL AND COMMERCIAL APPLICATION ti W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXTERIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION EXISTING—' `Iy SPACING. GLASS I 2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. 'i Min. z I I/2. INSfAL1Al10N CASE 11 — COMMERCIAL APPLICATION FOR *100.0 p.s.f. nMAXIMUM A.S.D. DESIGN'PRESSURE RATING. 5 „ EXTERIOR (4) ANCHORS--` T W-0" MAXIMUM MULLION SPACING. SEE (SEE SCHEDULE#1) SCHEDULE #1 FOR ADDITIONAL SPECS. ° ® � ALTERNATIVE SECTION X3-X3 W1 ° Q1/8 tI Q1�8 V ORIENTATION 2) SCHEDULE #1 (2"0" INTERIOR MULLION ONLY) c I IN,5 S ANCHOR TYPE SIZE MIN. ANCHOR MIN. EDGE Z5 " INSTALLATION THICKNESS DISTANCE FOR do Z� n CASES REO'0. (TYP•TOP BOTTOM) EMBEDMENT ANCHOR 11 + SIDE.RAIL @ AND BOX NOT SHOWN 3/8.0 HILTI INC HUS—H g j FOR CLARITY. I . SCREW. 4 3/8"0 POWER FASTENER 2 1/2" 5 1/2" s n ® WEDGE- BOLT ANCHOR (TVP.TGP/60TtOV)ti (Trp;1X01 TDI) 4" BOLTOTZ INC KWIK 2 1/2" 5 1/2' ii 1/2`0 HiLTI INC K1WK POURED CONCRETE B B' 3 1/4" 7 1/2' R BOLT TZ R 3' We-3 ksi Min.). 1` SEE SCHEDULE 01. EDGE OF SLAB LEDGE OF SLAB IF APPLICABLE IF APPUUBIE } Min. E.D. Min. E.D. (SEE SCHEDULE 01) (SEE SCHEDULE #1) FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS G- ..A•rlC4 SECTION W-3 ,11' x„. i�1 ;' ••,�9'� FLORIDA BUILDING CODE(Non'High Velocity Hurricano Zone) d� : Nautilus 03017 TIUtCO INC, �rw� ���� Le Le ft No.44167 s Raltlny ShnSerS)I, a WA4/17 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * �*� "aEXPERT SHUTTER SERVICES INC. �f 71CLT TESTING R CNGINECRING COMPANY F •'. �;. ,1� 1511 w > w,tlio`:i Af> ay,sHu 1676.S.W.ELTUORE SIR£E7 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS o,� ••.,app ; ,� PORT SI.LUCE,Fl 3<96s �0 .• F. 1, c-moil:lTt.1.0.0LIM MOM(EDC)7�9-H5G.rM(717)971-0290 COGTNHI Mo SGLE: 1/8' 1� •_�$�� WAL7CN&TiBWT1�.P.E, a1.a oaaomu, wt 1a1:r ano.m;r 1-11.10112A x /DATE MORIM Lie, m aYwi nanl . SHET/7AOF 70 s — COGE'IF APPLICABLE-*.-- - 2`xMULLION DEPTHxt/B'-Cont. '`., \ •. ALUM. TUBE ONS & BOTTOM)4 5/16"0 TAPGONS 1/4'0x3/4'ITW BUILDCX TEK SCRSYS - - -- XL W/ 2 1/4' W/ i'O.D.4.060•GALVANIZED STEEL 2 1/6" \ MIn. EMBEDMENT a 2A" o.c. WASHER 0 24•o.c. 7 3/4" Mtn. ES MIN. E.D. 1" EDGE IF APPLICABLE 1 1/2" 1 �-- - 2- 7 3/4'Mtn. E.O. CONRNUOUS,POURED 2' 7' CONC3tET£(c=3 ks.Asa). 10" B"MIn. TH]CK RED,D. POURED CONCRETE (f'c - 3 kai Mtn.) END CAP 8" Min. THICK REO'D. 4" DMR 7 3/4" ' 2" 4 .Z " Mtn. E.D. NOTCH WEB Ea. Ea. +�+�\(yT,YP,\TOP/BOTT014) +ter t� 7 3JA" Mtn. E.D. 5 ASn T• a°za".3/6` (6061-76 ALLOY) H ll hon. um,ANGLE EA. SIDE. -e tt +`+ ((PIALL MOUNTED SHOWN, MAY BE /ry^` + CCAs NG'` A150 INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE^ w C PER SECTION 0'-0' ON SHEET 6:) 20 0 U o G2 SECTION X4-X4 W/ CG?7 z q (ENQ & INTERIQR MULLION) Q�/8 n Q"/8 (4.,x7„) Min.L E.D _ittt 1/2"xi 1/2"x0.062"xCONT. ALUM. 0 SIDE RAIL�}D NOT SHOWN FOR {LARITY 7 3/4' ANGLE W/ 1/4"0x3/4" ITW BUILDEX 1 MIN.I E.D. TEK SCREWS 0 24" ac. TO TUBE '1 1/2- 7 CANItNU0U9H�7kN I CONCRETE( ( 10 8"t Gn THIC ( 7" I X4 X4 (TrR.s{LJaOrtonl 1 1/2"- 1 1/2' (?YF.NiFJ66TTOit� MIN. E.D. �+ �..A'x4"x3/6'x0'—ttl'(6061—T6 ALLOY)Alum. ANGLE +++ `G"P.Nuj.�,.'• Ea Ea EA.SIDE W/(2) 3/4`6 THRU BOLTS TO MULLION + ++ �: Cy • � 4+ do (2) 3/4'0 HWIK BOLT TZ EXPANSION ANCHOR FLORIDA BUILDING CODE (Non High Velocity Hurrtcano-Zone) W/S'Min. EMBEDMENT TO POURED CONCRETE I 9 o2onnvEco WC. • rxAm t+ EDGE IF APPLICABLE / WALL. (TYP.TOP do BOTTOM). .M'41�j Natatlus M WALL MOUNTING:MULLION `* i 1 L ECO 1 "� u#arSys"tem aeMnn POURED,CONCRETE WALZ -4 .t F SECTION Wit ► ;; `�"GI " R"�", EXPERT SHUTTER SERVICES INC. C) CIS �' aeon r t3mw+-+sv.r.n,(3wM.,av 1626 S.W.DILT,I4RE STREET 17-244 , ps;""""' tlt' a mnL 67019 W1q a PO ST.L7M.FL- i�.(34984 9990 END&INTERIOR WALL MOUNTED MULLION INSTALLATION N SCALE. 1 B'= 1' p.F' fj !— WROR A.A1Ur,ir,P.E cw,w mmm. wr aw. ua / P.E. jyyfA(,t ftlATE Ft4NtW UC.f 14167 , 0y,sm, nryx SNtR 13 M26 a w EDGE If APPLICABLE- :EDGE-IF-APPUCABLE- -- 2"xl4UtitaN DEPTtix1/8" Cont, —� ALUM.TUBE(TOP do BOTTOM) W/ 1/4 ox3/4"UW BUILDEX TEX SCREWS -_•�\ � ;;\ 5j18"P TAPCONS XL W/2 1/4" W/ 1".O.D.xO.060"GALVANIZED STEEL 2 -- `» 1 Min. EMBEDMENT 0 24" o.c. WASHER 0 24"ox, 4 3/8"Min. E.D. 4 3/0' Min. E.0 MtN. E.O. it CONTINUOUS 1 NCRETE(i*c-POURED W Min) 3 1/2" 8"Min. THICKNESS I \ / I I -- MUD. 2. I E>MOR 4 3/8" ( 7 1/4" Min. E.D. END CAP 4 3/8" Mtn. E.D. CONTINUOUS POURED CONCRETE(Pc-3 W tint) .. 8"Min.THICKNESS 1� I T tA3n. T N Q`D• 6 I G3 EDGE IF APPLICABLE + Y b y 5i iI SECTION M-X4 W/ # o 'i {INTERIOR MULLION} (WALL MOUNTED SHOWN, MAY �� a' II I D BE ALSO INSTALLED TRAPPED (WLORIENTATION # ) GXtASS O 411 I MOUNTED PER SECTION 0'-Q' V*0') II I ON SHEET 8.) x 8 H E7(tERIOR O SEE MAXIMUM t 7(�(INTERIOR) WALL MOUNTED MULLION SPAN I COVERED BY SCHEDULE 26' FOR INSTALLATION CASES I' & sw ii II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND s Q'f8 it I o'/$ SPAN INSTALLATION): 3 2 t/2" 1 1 INSfALLATICN CASE I` - RESIDENTIAL AND COMMERCIAL Min, E,Dt' 1 1/2-xi 1/2.4,052"xCONL ALUM. APPLICATIONS WITH *60.8 p.s.f. 4 3/6" ANGLE W/ 1/4"00/4" ITW BUILDER MAXIMUM A.S-D. DESIGN PRESSURE MIN. E,p. T TEK SCREWS 0 24" ox.TO TLIHE RATING, 12'-0" MAXIMUM MULLION I 1� SPACING. VALID FOR CONNECTION TO 9 CONCRETE W/ HILTI INC HUS--H OR X� s 4� 3 1/x" X4� �q�i POWER FASTENERS WEDGE-BOLT ANCHORS, I INSTALLATION CASE W - COMMERCIAL APPLICATION FOR *100.0 1" t p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8" (2) 31WO KWIK BOLT T2 EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN, E.O. ` W/2• Min..EMBEDMENT T4 POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS; WALL. (TYP.TOP Ei BOTTWAY. EDGE IF APPUCABLe CONTINUOUS POURED ,�'' L©NOT SHOWN FOR CLARITY _ CONCRETE It'c=3 Id Mn.) r�1� `..• ••, SIDE RAI -_-._ 8"Min. THICKNESS REq'D. .�a'";$ - '•y• FLORIDA BUILDING CODE (Non High Velocity,Hurrioono 7Am) WAIL MOUNTING:MULLION 33 POURED CONCRETE ALL + t No,44i6T 0?o111S7EEC0 Lvc. BY. * Nautilus L� SECTION W-4 "'�` RottingShnHarSpstam oa�z4/t� 4 INTERIOR WALL MOUNTED MULLION INSTALLATION * ' �' ' F o ��r' ; , N c cnpANT EXPERT 6SHUTTEER SERV6 S.W.KTUORE ICES INC. ? � ,t11 :tus ��enaooQa 7°t-is�1 PORT S1.LUCIF,FL.34984 17-244 APPLICABLE TO A LIMITED LOAD;MULLION SPAN AND MULLION SPACING INSTALLATIONS ._'��'Ip p,��c ,T En-0006,19 PH�Moo)7t8-9056.FA*,tom= 671-OM °��«� WALTER A ILL Jr,P.E. .r,,.. as . ..n inr rmsanw nn SCALE. 1J8"_ 1" P.E.S JSRfitdt E/OATE raor�0�Uc.t 44167 «o.w. u . sNur/aAor2a x � TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITES A.B.D.DESIGN PRESSURE RATING(0.81)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTERTOCHARTS (In. lb & Ib') THRU IC ON SHEET 16 TO DETERMINE;BASED ON AN IQ" BE BASED ON CHART to ONSHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),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 In THRU 2c ON SHEETS 24,25&26 N A.S.O.DESIGN LOAD:MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX,,12',S'OR 7%AND DETERMINE MAXIMUM M LLSIN SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A 0 &IQ;),MULLION TYPE& • ENTER A.S.D,DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 16,10A.11.IIA,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED CONCRETE FOR A GIVEN MUL -MUR V8LL MOUNTINGS OF MULLIONS INTO M,I & ). LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN,la*SLAT SLIP MAY BE PROCEDURE 4g:IF BOTH STORM BARS&MULLIONS ARE USED USED;FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART to.PROVIDES SEPARATION SHALL BE BASED'ON CHART to,ON SHEET 16,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR WISTORM BARS(SEE STEP 4). GLASS. STEP 3 CSTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&vw 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 (INCHES OKCENTERS),SEE GENERAL NOTE 7 ON SHEET I 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 8.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 Is THRU 2c ON SHEETS 24,26&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%B'OR 71,AND DETERMINE MAXIMUM MULLION SPAN CHART to.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN tg,0,@& Z ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MULLION TYPE&MULLION ORIENTATION. MAXIMUM &SEE SHEETS 10,1 OA,11.1 IA.12,12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED)) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH XS.D.DESIGN PRESSURERATING AND STORM BAR FOR A GIVEN MULLION TYPE(CC SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNEC11ON TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEP I THRU 3 IS SIMILAR ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&�Q FOR INSTALLATIONS INTO WOOD FRAME INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO STORM BAR SPACING, *WOOD FRAME STRUCTURES. FLORIDA BUILDING CODE (Non frigh Velocity Hurricane Zam). 0 2017 n` `° Wl:. WAM ut NO.44167 'l ,Nautilus % IL ECOINC. ERT SHUTTER SERVICES INC. TILLIT TESTING& UP 4, t�IA. Mnm. I b2b S.W. HILTUCHE STREET ........ Ogg,-"w�r., pora ST.LUM FL 34084 17-244 AL e—l� auvw w EB-000719 PHONE.{BW)749-9016. (772)571-MG MUM&UM J,.P-E. I Bart I —i SHM 14 Or 26 P.E.ftW&ZfffflfiE/0ATE FLORIZA Uc.#44157 SLAT PERFORMANCE CHARTS Ia. Ib Ib' & IC: (ONLY VALID FOR 112"SLIP) -- —FOR A GiVEN A.S.D.DESIGN PRESSURE RATING(p.&O,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O RU RAPA CHART I8 CHART Ib CHART Ib' CHART Ic USE MA10 114E A.S.D.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"e TAPCON XL ANCHOR 5/16"m TAPCON XL ANCHOR USE UWUUM POSITIVE ASA I=VALUE POURED CONCRETE TO POURED CONCRETE To aRaur EItZED cEL1 cONCRETE m0elc MAX. MAX. SLAT SPAN SLAT SP MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'I"' (FT) `LMAX`(FT) 'LMA%.' (FT) MEASURED TO BACK OF SLAT (in) DESIGN 2RESSURI wut I TRWM fA W-OUT WO.O-aur WALL tRwam eva�-our gs„� r�a WALL TRAPIW endo-Orr p W/o STORM BARS W/STORM GARS RATING NOUHf Ewl a umm W/ MOUNT MOVNT MOUNT Now W/� MOUNT MOUNT r.� MGM W/Q ND 2 WORD ZONE 0 ZONES WIND ZONE (P0() SE) N01E4# SEE NOTES# SIX NOTES# SEE NOTES 11 SEE tiatE4# SEE HO1fS# SkY NOBS# 1;a NOTES# SEE NOI[S# sm NOTES# Sm NOTES# SEE NOTIES# t-3 4 1-3 4 30.0 20'-0' 15-4' 20'-0' 20'-0' 20'-0' 15'-4' 20'-0' 18'-0' 20'-0' t5'-4' 18'-0' 15'-6' i` 141 2' 6" 7' 35.0 20'-0' 15'-3' 20'-0' 18'-0' 20'-0' 15'-0' 19'-0" 16'-3' 20'-0" 15'-0" 16'-3' 14'-0' 1' 14 1 2' 6" 7' 40.0, 20'-0' 15'-2' 191-7" Ia,-6' 20'-0" 14'-5' 17'-4" 14'-10' t8'-11' 14'-5' 14'-10" 12'-9' 1' 14 t 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' S. 7' 50.0 20'-0' 14'-10' 16'-9' 14'-2' 19'-1' 13'-1' 14'-10` 12'-10' 16'-2' 131-1" 12'-9" 11'-0' 1' 14 1� 6' 7- 55.0 20'-0" 14'-8' 15'-8' 13'-4' 17"-9' 12'-4' IN-11' 12'-1' 15'-0' 12'-4' 12'-0' 10'-6" 1" 14 1 2' 6' 7` 60.0 19'-5' 13'-9' 14'-9' 12'-7" 16'-9' 1 V-8' 13'-2' 1P-5' i4'-2' 11'-8' 1i'-4' 10'-0' i` 14 1 2' 6' 7' 65.0 t8'-4' 12'-it' 13-11 ii`-t i' 15'-9" ii'-0' 12'-5' 10'-ri" 13'-4' 11"-0' t0'-10' 9'-fi" t" 14" B' 7" 70.0 17'-4" 12'-1' 13'-3' 11'-4' 15'-0" 10'-6' 11'-10' 10'-4' 12'-9' 10'-6' 10'-4' 9'-0" i' 13 1 2' 8' 7- 76.0 16'-6' 11'-7" 12'-7' TO`-10` 14'-3' 10'-0' it'-4' 9'-11' 12'-0' 10'-0' 9'-10' 8'-10' /' 13 t 2' 6' 7' 80.0 15'-9' 1 V-0" 12'-0' 10'-5' 13'-7' 9'-5' 10'-10' 9'-7' 11'-7' 9'-5' 9'-3" W-6' 1' 13' 6' 7" 83.0 15'-0' 101-6' 1)'-T 10'-0' 13'-0' 9"-3' 10'-5` N7*-1 1 V-2' 9'-3' 9'-0' 8'-3' t' t3" 6' 7- 90.0 14'-2' 10'-1' /1'-2' W-8' 12'-6' W-10' f0'-1' 10'-9` 8"-10' W-10' 8'-0' 1' 12 1/2* 6' 7" 95.0 13'-5' 9'-8' iD'-9' 9'-4" 12'-0` W-5' 9'-9' 10'-4' 8'-5' 8'-6` T-9' 1" 12 1j2' 6' 7" 100.0 12'-9' 9'-4' 10'-5' 9'-i' 11`-8" 8'-4' 9'-5' to'-O' 8'-4' 8'-3' T-6' 1' 12' g' 7' 105.0 12'^2' 9'-0' to'-I' 8'-9' 11'-3" W-0' W-2' 9"-8" 8'-0' 8'-0' 7'-4' 1' It 1/2' 6' 7' 1100 11'^T 8'-8' 9'-9' 8'-6' f0'-ii" 7'-10" 8'-10' 9'-3" 7`-10- 7'-9' 7'-2' i' It 1/2' 6- 7- 111-1" 8"-5' 9'-6' W-4' 7'-8' W-8' W-0' 7'-8' 7'-8" 7'-0' 1' 11 1/2' S. 7- 120.0 f0'-8' W-i' 9'-3' 8'-2- 10'-3" 7'-5" 8'-5' 8"-it` 7'-5" 7*-5' 6'-10' t' 1t" 6' 7" 10'-2' 7'-9' 9'-0' 7'-11' 7'-2' 8'-2' 7'-4- 8'-8' 7'-2" T-3' W-8' 1' t1' 6' 7- 1130.0 9`-10" 7'-6' 8'-9' 7'-9- W-9' 7'-0- 8'-0' 7'-2' W-51 7'-0' 7'-2' 6'-6' i' 10 1j2' 6' 7' 1350 8'-5' 7'-2' 8'-8' 7'-7' 9'-6" 6'-10' 7'-10' 7'-1' 8'»2" 6'-10" 7'-0' 8'-5' 1" 10 1/2' S. 7' 140.0 9'-1" 6'-11` e'-4" 7'-5' 9'-1` - 7'-8' 6'-11'• 8'-0" - W-10' 6'-4` 1' 10 1/2' 6' 7- 14&0 8'-10' 8'-2' 7'-3 W-10" - 7'-6' 7'-10' - - - t' 10" 6' 7' 150.0 8'-8' - W-0" T-2' W-6' - 7'-4" - 7'-9' 7" T-10` 7'-0' 8'-3' - T-2' - T-T - - - i" 10" 6' 7• 7'-8" W-10" e'-0' g' ry' NOTES i. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS +-•.. ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT tE1E(�� 411 SPAN AND A.S.D. DESIGN PRESSURE RATING. {{iy� +`'•,,J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �Q.4 02017 TILTECG INC. + DRAWN er 3/8 4 KWIK BOLT 3 ANCHOR OR 5/18 n TAPCON XL ANCHOR. INTO 416 ,� �0,m-� N8utllu$ 1 cPOURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR ,` p FZ�TMN J?*1d 3TShDftorSga(om 00,24/17 WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. -'9 if+ EXPERT SHUTTER SERVICES INC. (7 �.�'4`� TILUT TESTING h ENGINEERING COMPANY Z, ,•t'.''. { sass x.,ace.m:M..aas,wea. ru.oa,n u�ra 1626 S.W.BaLT1JORE STREET 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE I1 " v e.a.,Tawmr-ra+a.ra.:pasx7l_Iasr 17-244 �' `.� `''+.......•'"'` {{ a—nw2:U7tasoaaaLcam PORT ST,LUCRE.FL 34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. :a as/n �� ttE Ee_009e71g mow-(coal 749-sre,rw:p»)57I-MO oµ�No WALTER A.TIUJ1 Jr.P.E. N TE FU)FUO1 Ua.i 4:ta7 ae ao7 n a� sREET 1s m 24 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W1318"B KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT Mkt Dpi SLAT SPAN RANGE PRESSUREPATING 0'-4't > 4'-5'f > 5'-6't > 8'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't wa(D S36.0 9" 9" 9" 9" 9" 9' 9" 9" "1-40 9' 9" 9' 9" 9" 9' 9" 8" >41-60 9" 9" 9' 9' 9" 9• 7" 5 5/8" >61—eb 9" 9" 9" 9" 9' 8' 5 5/8' 5 5/8' I--SLAT t h1m.SLAT SPAN FOR A >81-105 9" 9" 9" 9" 9" 8 1/2" 1 5 5/8" — SPAN �� GIVEN A.S.D. DESIGN >106-120 9" 9" 9' 9" 8' 6" - - PRESSURE RATING SHALL >121-140 9" 9' 9' e" 7' 6" - - NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 9" s" 9' 1 7" 7' — — — SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. SLAT SPAN RANGE DCN PRESSURE 0'-4't > 4'-5't j-6- > 6'-7'f > 7'-9't > 9'-12't > 12'-16't > 16'-20't WIGE(P s 30.0 9" 9" 9" 9' 9" 9' - >31-40 9" 9" 9" 9' 9' 9" >41-60 9" 9" 9' 9" 9" 7 1/2'>61-60 9" 9" 9' 9">81-105 9" 9' 9' 6" - - >t06-120 9" 9" 9" 8 1/2' >121-140 9" 9' 9' T - - - >141-160 9' 9' 8" 6" - - - - BUILD-OUT MOUNT SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-18't > 16'-20't WIND nGE 6P,6 E E E E E Q E E E E E E© E E© E E E s 30.0 9" 9' 9• 9" 9• 9' 9" 9• 9• 9' 1 9' 9" 9• 9" 9• 9' 9• 9" 9• 9" 7 3/4 7" 7" 5 5/8 >31-40 9" 9" S. 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' 9' 9' 9" 9. 9' 9" 7 1/2' 7 1/2' 6' 5 5/8" 5 5/8' 5 5/8' 5 5/8" 5 5/8" - >61-80 9" 9. S. 9" 9' S. 9' S. 9' 9' 9" 9" 9" 7" 5 5/8' 5 5/8' 5 5/8' 5 5/8' 5 5/8" - - - - 581-105 9" 9' S. 9' 9" 9' 9' 9" 9" 8" B" 6 1/216 3/4" 6 3/4" 5 5/8 5 5/8 5 5/8" 5 5/8 - - - >105-120 B. 9" 9" 9' 9" S. 9 9" 8" 8" 8' 6 1/2 6' 6" 5 5/8 5 5/8" 5 5/6 - - - - - - >421-140 - 9' 9" 9." 9" 9" 7 1/2 8" 8' 6 1/2' 8' 8" 6" 5 5/8' 5 5/8" 5 5/8 - - - - - - - - - >t41-ts0 9" 9' 9' 1 8' 1 B" 1 6" 1 7' 1 7' S 5/8 6 3 4" 6 3/4"15 5 B" 5 5/8' p�ti• TJ4, ,11 ,.•............ "''1FLORIDA BUILDING CODE(Nan Nigh Velocity liurtkane Zone) 02017 PLTECO INC. }�} u�� l�*fieH�' i t 1-0 .44167C3—44167 ROfflng ShnNtfS➢'stam 08/24/17 OATE '• -` 4 TIwT TESTINO«ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ��'.• 1628 S.W.SILTnORE STREET 17-244 =�n•.,,Q7 \1 PORT ST.LUOE.R 31981 w L7 "•`_` \11 Ell- i& •com PHOr1G fe00 749-90.18'.INC(777)e71-0999 DA/�117110 No r WALTER A TI1LR Jr.P.E. RL.1/DATE FLORIDA U0.1 41167 .n' nffi,ro. utt r"... `•,• SREET t6 OF 26 MAX. ANCHORS-SPACING SCHEDULE- FOR A GIVEN SHUTTER MOUNTING TYPE,W/6/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT Oraat SLAT SPAN RANGE - tT VW RUM 0'-4' 4�-5't > -6't > -7't > ?'-S*t >9*-Irw t > 12'- t > 16,-2ot pmox(p") S 30.0 7 1/2' 5 1/2' >31-40 8. 8. 8. 6- -4- >41-60 a. 8. a. B. 6. 4- 3 3/4- > 1-80 8. B. r 4 1/2- 1 3 3/4- - t mm. >81-105- 8. .- 7- 1 SLAT MAX. SLAT SPAN FOR A 5' 3 3/4' 3 314"- I- GIVEN A.S.D. DESIGN LOAD S. a. 1/2' 3 3/4' >106-120 5 4 SHALL NEVER EXCEED MAX. > -140 /2' - 4 1Y2- 1 SLAT SPAN INDICATED ON 121 7 1 6 4- 3 3/4* SLAT PERFORMANCE CHART >141-160 6- 5' 4. 1 4' - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT 11= SLAT SPAN RANGE CESW PlItImm WIND 0*-4!t > 4*-5't > 51-6,t > 6'-7*-t > 7'-9't > 9'-12't > 12'-16't > 16'-20't mm(pso %30.0 6- 6- 6' 6' 6- 6' 6- 5 1/2- >31-40 6. 6. 6. 6. 6. 6. 5 1/2' 4 1/2- :,41-60 6' 6- 6' r. 6. 5 1/2' 4' 4' :l-61-80 6 6- 6- B. 1 4' 4" I - 33/Ee N-- S 6 6. �6 a 3 3/4^ >106-12 6* 6- 6. 5- 3 3/;44* - 3 3/4' 5 3/4' 4- - >141-160 6. 6. 5* 3_ 3 3/4 _3 3/4' BUILD-OUT MOUNT Asn SLAT SPAN RANGE Degm PmWm O'-4't > 4*-V t > W-6't > 6'-7't > 7'-g'i > 91-112't > 12'-16't > 16'-20't K4rm .FMG"mq (E) (9E E E E OE (E) (E) 30.0666S66- 6. . . . . . r 6- 6. 6' 6- ,. r. . .66 6. 6- 6' 5 1 1/2" 5 1/2" 4 1/2" 4" 4- 3 3/4' >31-40 B. 6- 6. 6" 66 6666 6 - - - ' - . r 6- 3. 6' 6' 6- 6- 5- 4- 4" 3 3/4' 3 3/4' 3 3/4' 3 3/4' >41-60 6. 8. 6- 6. 6- 6' v 6- 6- 6. 6- 6' 6- 4' 4- 3 3/4' 3 3/4' 3 3/4- 3 3/4- - - - 6' 5' 5- 5" 4- 31e - 3 3/4- 3 3/4- 2611-80 5. 6- S. 6. 6- 6- 6- 5 1/2 3/4" >81-105 6 6- 6. 6. a 6 6' 6. 5 3/4 14 1/2- 4 1/2- 3 3/413 3/4- 3 3/4. 3 3/4- 3 3/4- 3 3/4- - - - >106-11201 6. 6' 6- 6- 6- 5 1/25 3/4' 5 3/4'4.1/2 4L/2�4 1/2" 3 3/413 3/4" 3 3/4' 3 3/4' - - - >f2i-1404 6- 6- 6- 5- 4 4 3/4- 4 3/ 3.3A 4 1/2 4 1/2- � 3 3/413 3/4".3,,31A",,,.-- 1 ! . >141-1601 6' 1 6* 1 5' 3 3/41 4' 1 4' - 4- 1 4- j 3 3/4PMURW FLORIDA BUILDING CODE (Non Egh Velocity Hurricane 7ww)I 44167 1 02017 rL11C0 INQ DRAW or t (t Nautilus Lc. X mm/17 , DATE EXPE 11LUT T"WINg &ENGINEERING COMPANY RT SHUTTER SERVICES INC. ........ 1626 S-M BUMORE STREET 17-244 04,m Ulu Wmal.- I PORT ST.LUM,FL 34984 OW"WING, +111 E11;0r WYAL1fR _ jJ,G,.P.C. RE/DATE FLORlU U.If 44167 MET 17 W26 MAX.ANCHORS SPACING V-b----- FOR A GIVEN PRODUCT MOUNTING TYPE,Wl 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.-DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT UWL OEM A-UT, SLAT SPAN RANGE PRESSURE RATM 0*-47 t > 4'-5't > 5'-6't > 6,-7't > 7'-9't > g'-12't > 12'-18't > 16'-20't RANGE(P-1.) s 30.0 8" 6. 4 1/2- >311-40 8. a. 7- 4 1/2- - >41-60 8. 4 1/2' - f Jim. >61-80 1/2' 7- 5 1/2* MAX. SLAT SPAN FOR A >81-105 SLAT GIVEN A.S.D. DESIGN PRESSURE RATING SHALL >106-126 7 1/2" 4- NEVER EXCEED MAX. SLAT >121-140 6* - SPAN INDICATED ON SLAT >141-180 7" PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT um A= Dem SLAT SPAN RANGE PRMSURE RArW 0'-4't >4'-5't > 5,-61 t > 61-71 t > V-91 t > g'-12't > 12'-116't > 16'-20't RANGE(P.0.) I 30.0 6" 6' 6- 6- 6. 6. >31-40 6- 6- 6. 6. 6- 6- 4 1/2- >41-60 6' v 6- 61 6- 4 1/2' - >61-80 6- 6- 1 6- 6. 5- 4 1/2' >81-105 6. 6' 4 1/2" 4 1/2. 5 1/2" 4:' 1 iT2_ >106-120 V L>121-140 6- >141-160 BUILD-OUT MOUNT MAX AaD. Dem SLAT SPAN RANGE PREMRE 0'-4*t > 4*-5't > Ir W > 6,-7't > 7'- t > -112't ARE > I2'-16!t > IW-20Y t RAKE(P-0. E E OE J (g) (g) (p I (E) (gQ E E E E E E E s 30.D 6- 6- 6" 1 6" 6- 6. 6. 6. 6. s.. r 6. 6. 6- 6- 6- 6' 6 1/2- e 4 1/2" >31-40 6- 6. 6- 6' 6- 6'- (1. 6. 6- 6. 6. 6' 6. 6. 6' 5 1/2' 5' 4- - 4- >41-60 6 6. 6. TV v 6' 5 1/2' 5 1/2* 6' 6- 6' 6- 6- 5 1/2- 4 1/2 - - - 3 3/4' W-80 6. 6. 6, 6- 5- 5 1/2' 5 1/2-_Lj�T 4 1/2' S' 5. 4- 4' 4- - 3 3/4' >81-110 6 6 6* 5 1/2' 5 1/2' 5 1/2' 4 1/2' 3 3/4' 3 3/4' - - - >106-120- 6- 6- 6- 5 1/2'15 1/2" 4 1/2' 4 1/2' 4 1/2' 3 1 - >121-140 6. 6' 5 1/2 4" 4" 3 3/4".3_.3/4 >141-t60 5* 5* 4' - 14 FLORIDA BUILDWO CODE (Non High Velocity Hurricane Zone) "w 02017MUCCO WC� % ___us OR"N fly. NID.4416 Naufil 71 Wq4/7 /711 IECO DAT TILUT TESTING a ENOINFERtNG COMPANY EXPERT SHUTTER SERVICES INC. =571-ml , 17-244 1626 S.W.GILI)JORE STREET TO W-41-ko- PORT ST.LOGE.Fl-34984 nuvm ewwG(aoo)749-90M.fAX(7?T)DYI-6>t-4990711- WALTER A.TIL /DATE n..U�Lk-Ul trj.P7'� sHm ITT 1' 25 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM 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 (Psf) 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 >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 – >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 – - >141-160 781 1 320 1 1186 400 1322 480 1873 560 1740 640 SLAT�SPAN___, 90—T—E* SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PEWIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES, Vy SIDE RAIL—IT' vx Vy FLORIDA BUILDING CODE(Non High Velocity 8urcicone Zone), I' No.44167 0 2017 TIMM * opm"in.Nautilus LC 7 cr DATE rmGtNccsjlNa cowpAt SHUTTER SERVICES INC. - 1L'EC0'"c* \ —EXPERT ' 1626 S.W.BILTUORE STnET .............• 17-244 PORT sli.Uicir.FL 34064 N!'l a-" El 000671, --ROO)749-900.m I WALTER A. 41.P.E.E. i —4 P.E. SEAL fLojocA ml 441p. Ut, 57 Am a 'Im 19 Or 26 SLAT PERFORMANCE CHART II1I $E IG I:(ONL1t VALID FpR 712 SLiP) "—"SLAT PERFpRMANCECHARi III)I -&--tIG i:-ION4Y-VALIp FOR-1i4'_SLIP.1 MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WDOD GRADE. DES(GNiOAD{D.s.t1 SLATSL(P 1f6"AND. -- FORAGIVENMAMMUMA.B.D.DESIGN PRESSURE RATING(p.at)AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P,6.0 AND SHUTTER MOUNT CONDITION FOR SHUTTERMOUNTINGTYPE FOR WOOD FRAMES WALLSW/2-X4"STUDS INSTALLAT€ONS W O STORM BARS PER DETAiL2 BELOW INSTALLATIONS WO STORM BARS PER DETAIL2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibl UN i/ CHART IC1 CHART HbT-7 USET/IrblCHART II0I ISE€XMM WUE 00911111€QZK AID€=K AM UyO in v" - YL 61AT WL li Lig rannLv 1►tt£BDfEDt PDu'RAt AID iETM7F,C ASA t8/8 am tiWaM Y131E.eDlLfll POFnME Am tlTtrltnc Asa ttL10 MASA LAX.SLAT SPAR SPM TO MISS LIE91M 10 SM6`0IMCO�IXLANCHOR T USE LOAD VA 5116`0TMCON XLANCHOR WN POSITIVE A= trse LAXMUL POSONE"D. WOOD GRADE WON � `{(€) '(1T Sim OP, Smolt r ari d T LOW W4UE SPANRVatO 1LOXtRa awn Y W/o$TORLI ava YAtoLtAi MAX.SLAT SPAN I.M.SPAN R C)U1I ED HN.SEPAPA I N TO +mtt /cuv 114ID ONES Mo42dE R£OUIRED YN.SWARIT€ON is MAXIMUM R170UlREO TaAX SLAT SPAN 'SPAN' Wo a ASA. 'L.LLAx,'{ft) (a) LSD TO Rha(OF Sur(n) AS.O. •i.....•((t) ((t) Mmw TO a"of Sur m OESION c49oN C) SOUTHERN PINE 1i2 G-0,55) 60. 4'-5' S. PIS TULL M1FD-OUT 6Utn-QUf u'+.TPMMw a STa(01 Lii>Ji5PREMK I[N7. 6UID•-0uT aWD-OUT wL t7YMD MTM LOUNT Yogi[w/ U%w/ y M'�"°n RAT1N0 MOtINT wj 1Tf •t6JaD-q!t W O SCORN(TARS DOUGLAS-FIR-SOUTH(G-0A6) 60 4'-5' 4'-5' W-0' (psi} Ig7Fa A _.l 2� A a WIpO ZONES YMIO+ZONE (w0 a a 'a a 'MHO ZONESYRtAAl4 ONE RUCE PINE-RR-S(RI(0-0.36 60 4'-5' 30.0'• 10'-0' -to'; .0' 10'-0 B'-1' 1' 8 1 2 30.0• 8'-3" 8'-3' B'-3- V-7- 3&0 -7' 35.0'• 10'-0' 10'-0' 10'-0' Y-9' Y 81/2- 30,0'+ 7' T-9' T-9' 7'-3" i' 8 18' MO" 10'-0' 10'-0' 10'-0" 7'-5' I. A 40.0•' T-7' 7'-7' T-7' 7'-0' 1' 6.1 8' 45A••• TI'-O' IO'-0' 10'-O' 7'-2" i' 48.0"• 7'-4' 7-4' 7'-4' 6'-9' 1' 1 a'50.01D'-0' f10'-D" 1' 60.0•+• Y-3" 7'-3' T-3'85.0�•• t0'-0' 10'-0' 10'-0' 6'-g' i' 68.0Y-3` T-3' 7'-3' 6'-4' i' 118 _6MO••• 10'-0' 10'-0' IO'-0' 6'-9' Y60.0•'• 7'-3" 7'-3' T-Y 6'-2' 1" B 1 B' - ...--...... --.= SLAT PERFORMANCE CHART III I (ONLY VALID FOR 11W SLIP) STAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING€P.&DAND SHUTTER MOUNT CONDITION FOR FOR GIVEN -!�• '°• f INSTALLATIONS WO STORM BARS PER MAIL2 BELOW A IVE A.S,M DESIGN LOAD(Pa.O,SHUTTER MOUNT CONOTTION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW CHART IIIbl CHART MCI / SLAT SPAN DEFINITION W16.0 TMCON XL ANCHOR IAE mom wl[ampa 1 P=K AV IEAONE ASA LOD USE ttAFOMUL POSOM ASA A USE MA€DN€AJ VALLIS BEitYF3N POSOtJE USE LAXUMD MIN.SLAT LG1D VALLIS to"fca c 5110"OTAPCONXLANCHOR AND MODATMEASD.WAD A.S.D.WAD VALUE 'AN MAX.SLAT L/R.SLAT MNMM raxl LAMWMUM �X{��S��4f.•LAT SPAN *WN.l REGU1'ItD Lai.SEPAR0100 70 AIRS SPAN SPAN To aArs�rbxm to iJ4 (FT) ((t) MMIRD 10 SICK OF SLAT N 'L.LIA1i.' FT) 'LLBN.• MLX OF tale(W OF3IGPP tf2'PLYAOOD A7r'7 F wLt Bunn-arT Bttaa-our •.t+ w o sTORL tvt LOAD �3 W/o sroRu BARS > Yn (s)Ya4• S sn Y FU1ai0 IIOWIf %w/ 160% W/ (pat) ""EACH S:LL,6EYOTO)t 1v'a Noirsa wtaA xcresa ` tMNO-3 Fs WINDZONEawag HO zON NwD ZONE DETAIL i(ELEVATION) 30.0• 7'-6' 7'-6' 7'-6` 6'-7' 1' g 1/8- 301• Ei[N=t tat tcro♦ t-3 4 35.0•• V-2' 7'-2' 7'-2' S-4' 1 a 118- no" 6'-3' 40.0•6 6'-9" 6'-9' 6'-9" W-1' 1' a 1/9' 40,0•• 6'-0` G IOC 45.0•+* w-8' V-B' B'-8' S-11' 1' 6 € 8- 0+'• 5'-/4' I'-O' €• 5' 50.0•» 6'-5' W-5' V-5" 5'-9' is a IN 6M 6'-g' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 68.0•» V-3' 6'-3' 6'-3' 5'7' 1' a i/S' 85.6••• 57-7` ANCHOR SPACING.SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0••• e'-1' 6'-t' 6'-1' 5'-5' a 1/8- 50.0 0" 5-5' 1 IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y17 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH / SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF •VALID FOR DOUW&4IR WU)){(G-Q46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUITHE 4 PIW#2(G-0,50 SIDE OF OPENING SHALL BE 33", 94WM ANE-FIR-SM(G-OZO) ` VALID FOR DOWAS-FIR-SOUTH(G=Q46) SQRIt]dl PTFE/2(0.0.55) •••VAID FOR;SOUD6PN PIk SLAT SPAN DEFINITION ,• FOR WALL MOUNT A i 6 ), FLORIDA BUILDING CODE(�fNen High Velocity Horricano zone) fD'-8'FOR 6if.10-DUI !!! t e+ ,,•• •••, 02017 T4TECO IND. �aultrilui7 DUNIN BA E YF7C.pPD7liC YtOB11f ( �`•'0^ ."w LO. ° IN3TALlATION UNTO WOOD FRAME STRUCTURES ,� [� e�4}�� '% I - IL E C O umc. RDrPPD�sbYeror syarn,Tt o DAT,7 EXPERT SHUTTER SERVICES INC. -�'PLWOOD ANDr S� 4 \ "M 4 T]_NIs't a..,�HEaEe;R7fl1­apa.RPL,m Y17 (2)2'06'PATO Sites per,' Pt� i `t\� twr -iala.rd,pm}6n-is52 1626 S.W.BiL ORE SPITES( 17-244 a-mall:tnteaaaMateam PORT ST.UIC1 FL 34961 (np.EAC"SCE„WMNO)t 6 ��� 1 EB-0006719 `taa6)n6-aose.rNc:(m)all-mo • NO DEIASL2(ELEVATION) ATILUT1. P.E. • vA "'•P,,�. sEAL:jSiGNq'(U(tE/DATe Lk,+4�;16: «c uwn , SHUT 20 Or 26 MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANISE WALL MOUNT&BUILD-OUT MOUNT TO 2"A"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 2D) MAS, SLAT SPAN RMMAso(m SLAT SPAN RANGE WOOD GRADE TM WOOD GRADE pfmmm PA E ANGE dto4">4N5` >Sto9`>0to7''>ItoI >9ItG10' (P-0 Gr-OP to 4-6' (PA S 30.0 6' s 30.0 6" 6" r. 6.6" 6` SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 4 3/4' (G=0.55) 50 6` (G=0.55) So 6" 6" 6" 6" 4 3/4` 3 1/2" 60 1 6" 1 60 6" 6" 5 3/4" 5 1/4'1 3 3/4" 3' DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6" 1 6" 1 6" 6' (G-0:46) 40 6" (G=0.46) 40 6" 6" 6" 1 5 1/4" 5 1 4" 4 1/4" SPRUCE PINE-FIR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" S. 6" 6" 5 1/4" G=0.36 G-0.36 BUILD-OUT MOUNT TO 2"A"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) tJAwAuu SLAT SPAN RANGE "aommWOOD GRADE PRIMSta TEw C-4 >4'S ` >5� ' >e-7* >7 jJ >tY-tO'" 6'6 (putt w wtrn r E watt w tt9urt r watt r wuNr r wort w tteurt w w rrt r0`4 N9twr w wan w E (tarn x 6 5 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 t/a" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4` 4" 60 6" 6' 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3` 3' DOUGLAS-FIR-SOUTH s 30.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6` (G=0.46) 40 6" 6" 6" 6' 6" 6' S 1/2" 5 1/2" 5 1/2" 5 1/2` 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6- G.O. /a" 5' 6 .. MAX. FOR SLAT FORA �` + :'".•``C s�.•✓,A FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED EXCEED MAX. * NO.44167 020+7 nLTEco INC. t> e+ SLAT SPAN INDICATED ON * _ � Ro7ltngS6ufterSgafun tm�syi7 SLAT PERFORMANCE CHARTS -a' STA 11L ECO,�e. DATE ON 20 SHEET. ' ~ Ttln TESTING A[NGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. •"' 1 e9v Na xw a..s•...70;tatou T+ .l n 9uu 1626 S.W.MLTNORE STREET17-244 _ '• •'' •\�It1L tm94'Li+`eco09W.com" PORT ST.LUCIE.FL 34984 — /0NAL�� IIII " ®-11006719 14ML'OW)749-9070.fAX,(777)571-099D =� f/ft WALTER A.RUR Jr.P.E. �• 7.n �+.rmmicr raa P.E. SrA� t(TURE/GATE FLORIDA Lie.0 44+67 SKU 21 Of 26 TABLE-1 - - MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING(ft)`* mm S.D.N STORM BAR SPACING (FT) DESIGN PRESSURE RAMNG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 9f 30.0 11'-0t1 111-011 11'-01' 111-01' 11'-0" 11'-0'1 11'-01, 11'-011 11'-01. 11'-0„ THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" 11'-011 11'-0.. 11'-0" 11'-011 11'-0" 11,-0" 11,-0" 11'-0" 11,-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0i1 11'-0" 111-0" 11'-0" 11'-0'1 11'-0" 11'-011 11'-0" 45.0 11'-0„ 11'-011 W-01, 11'-01' 11'-0" 111-0" 11'-0" 11'-01, 11,-01' ill-O.. 50.0 11'-011 11'-011 ill-0.1 11'-011 ill-01, 11'-01, 111-01, 11'-011 11'-0" 111-0" + THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-011 11'-0" 111-011 11'-0" 11'-01' 11'-011 11'-0" 11'-01, 111-011 111_0" 1v/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-01, 11'-0" 111-011 11.-0.. 111-0" W-01, 11'-0" 11'-0" - 65.0 11'-011 11'-0" 11'-0„ 11'-0" 11'-0„ 11'-0" 111=0" 111-011 - 70.0 11,-011 11'-0" I 11'-0" 11'-0" 11'-0" 11'-0=' 11'-0" 11'-0" + 11'-0" * - 75.0 11'-011 11'-0„ 1 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - - 80.0 11'-011 11'-0" 11'-0" 11'-0" 111-0" 11'-011 11'-O" 10'-10" • - - 85.0 111-011 11'-0" 11'-0„ 11,-0" 11'-011 11,-0,1 11'-0" - - - 90.0 11'-0" 11'-0" 111-0„ 111-0" - 95.0 11'-0" 11'-011 11'-0" 11'-01 111-0" 111-011 100.0 11'-0" 11'-011 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-011 11'-0" 11'-0" 11'-0" 11'-0'1 - - - - - 110.0 11'-011 11'-0" 11'-0" 11,-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 111-0" 11'-0" - - - - - - -120.0 11'-011 11'-0" 11'-0" 11'-01, - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 130.0 11'-D11 11'-0" 11'-011 - - - - - - - 135.0 11'-0" 11'-011 11'-011 - - - - - - - 140.0 11'-011 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-01' 10'-11" - - - - - - - 150.0 11'-0" 11'-0" - - - - - - - - 155.0 11,-011 111-011 - - - - - - - - 160.0 11'-011 111-0" - - - - - - - - ** MEASURED IN BETWEEN CENTER LINES'OF STORM BARS IN A''l11 ` T''' EN FLORIDA BUILDING CODE(Non High Velocity 8urricone Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. ; % 02017 TILTECO Na0eA•W Rt • No.4416 Nautilus L� ficMagShufferSyatem 08/24/17 LIN E C O O EXPERT SHUTTER SERVICES INC. a,< TILIIT TESTING h ENGINEERING COEXPERT 17-244 1626 S.W.9U IE.FE STREET pwpn-lu, PORI ST,We�E.R J{984 •' ¢-m9E-00067eN.eem pRA11171G N. ►� ••• �'• • � (11 EB-0006719 PlIOtEt(NS)7T9-YC7a,fAX•(771)971-09G3 WALTER A TILLR 41.P.E. �tAiJJR DATE FLGr90A 0 /"167 m uo, /u/1 . SHEET 22 O'r'26 TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REOUIREME14TS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(D.s.Q.&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(D.sfl.&STORM BAR SPACING (ft) STORM BAR SPACING"a"(IT) STORM BAR SPACING"a"(M PAM= :e 1 2,667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 8,667' f 2' 2.667' V 3.5' 4' 4.5' 5' 5.5' 6' 6.6677 30.0 BC.D BCD BCD BCD BCD ABCD BCD ARCD BCD A.B,C,D 30.0 BCD BCD ABCD BCD BCD ARCD BCD BC BC BC 3&0 BC,D BCO A8C0 ABCD BCA BC,D BCD ARCO BCD BCD .38.0 BCD BC.D BCD BC,D BCD BC BC A,BCPA A 40.0 BCD BCD BCD 8CD ABCD 84D BCD ABCD BCO 8C0 40A 8C0 BCD ABCD BCD AGC BC A.BC A A '40.0 La-CID BC'D BCD - BCO BCD BCD BCD ABCD A.B.CD BC 45.0 & BCD BCD ABCD ABC BC BC A A A 60.0 A8 D ABCD ABCD BC,O ABCD ABCD 8C.0 ABCD A.BCO C 50.0 BOA BCD BCD BC 6C A A A A WA S.0 D BCD AB.0 D BCD AB CA AB C,D ".CID A,B,C,D AB.0 DO 53.0 B C.D B C Q B C A 8 C A A A A A 60.0 AHC'D BCD BC0 BC.D 8C0 XGC.O 8 D ABC AB,C: C 60.0' BCD ABC &C A.B A A A A A 63.0 - BCD 8C0 8CD &BCD B.CO 8C0 ABC BC BC AB 65,0 ARCO ABC BC A A A A A A 70A ABCD BCO BCD ABCD 8CD BC BC ABC A8 A 70.0 B,C,D BC AB A A A A A 70.0 BCD - BCO BCD BCD BCP BC BO A8 A A 78.0 xB.C.O ..BC A A A A A A60A B.CD BCD ABCD ABCD BC BC BC A A A 60.0 BC B A A A A A88A BCD BCD BCD BCD BC. ABC B A A A 68:0 ABC A A A A A A -00.0 BCO BCD ARCD AB.0 8C ABC A A A A 00,0 A.B.0 A A A A A - - - - '08.0 AB C,D ABC.D AB.C.D AB.0 B,C. A,8 A A A A 08.0 AB,C A. A A A A - - - - t00A AB,Q D AB.C.D ABC 0 AB,C AB;C A A A A A 1000 A 8 C A A A A - - - - Ifte- BC0 AB.C,O- ABC A.94 AB A A A A A .103,0. _A•B A A A A 110.0 BCD B D ABC ABCEA A A A A A 110.0 A A A A - - - - 115.0 ARCO BCD ABC A.B,C A A A A A 115.0 A A A A - - - - - 120.0 BC.O 0.8C ABC B A A A A A 120.0 A A A A - - - - - 125.0 BGA ABC ABC A A A A A A 123.0 A A A - - - 130.0 ABCD BC ABC A A A A A A 130.0 A A A - - - - - 1 S&O 8. 0 A B C AB.0 A A A A A - 133.0 A A A - - - - - 140.0 B.0 D ASC 8 A A A A A 140.0 A A A - - - - - -' 148.0 ASCO BC AB A A A A A - 143.0 A A A -150A B C O B C A A A A A - 150.0 A - IS&O AB.0 A A A A A A - 155.0 AIs ABC AB A A A A A - - - 160.0 A A - - - - - - - ANCHORS TYPE LEGEND A 3/8"o,CARBON STEEL KWIK DOLT TZ EXPANSION.ANCHOR W/2 1/2',Min. EMBEDMENT*& 5' Min. THICK POURED CONCRETE (('c - 3000 psi) B 3/8"oxt 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min, EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & 3/8'0-16 MACHINE SCREWS C 1/4'ox3/4" ALL POINTS-SOUD-SET A, T/1 - ANCHORS W/'7/8" Min, EMBEDMENT*TO p•'� (�J'•. POURED CONCRETE (P0 3000 psi) & •'�•�G EJ�( •,• 1/4'o-20, 1Q�1�8<8 STAINLESS STEEL MACHINE is •fp; FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCREWS ` .4416', ; e2017 TIMM INC. 1►!a*=L�ly*c W. D 5/16"o ITW/BUILDEX TAPCON ANCHORS W/ b: STS I/ Nautilus 6 `0+f�7m oajs�/n 2 1/4" Min, EMBEOMENTfk TO POURED �5 `- : UEC r►Q INC. o�rz CONCRETE,(f'e = 2889 psi) �� �:'•. ,((Q�- 11' TItUT TEST NG 6 ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. ..�''•'Si111 asu"�''.( aN .r"�"7'�Nrarwims.7ssaier PnRrsr•wcuOfNiE..�4oeEi 17-244- * EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH / 1� 11 e- 0:UK..0"ot.amFHOhn GSAxwL Ib / ,�NA� ��6 11 E8-0006719 ( )749- 8. I`777)8] WN.TER A 0067 Jr,P.E. P.E. &EDL Gf E/DATE cxRa uc. u157 m n.m� w sNEET ti Gr 2e SCHEDULE 1a FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(ps.f.).& A MAX.MULLION -MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING(ft)' DESIGN PRESSURE RATING(P.S.F,),& A MAX.MULLION SPACING(M MAXIMUM MULLION SPAN 07) MAXIMUM MULLION SPAN ITT) AA mkv" @41-A7114-MULLION @,V'xWxI19 MULLION @ 4'x7'xlg'THICK(U'FtANGE)MULLION MAXWM @ 4'x6"x1/4'MULLION ocom MULL" Dom 4'"W/4'MULLION 4x7'xll4'THICK 40sm SR1104 PREMANtE MULL" FLANGE)MUWON RhTm (ft)# RUM 6p ORIENTATION 61 t4 ORIENTATION 12(Q)t ORIENTATION#L_W ORIENTATION#2(0) ORIENTATION#1 ORIENTATION 02(0)t ORII 01 f- FUENIATIO it,##? om .-It ORIENTATION#2(Q)t ORIENTATIO ENTA110H 2(G)t CRWAMON 01(0)f END I INTERIOR END I WTERJOR END INTERIOR END INTERIOR END END I INTERIOR FAD F-TN7—moR END INTERIOR. U40 INTERIOR END I INTERIOR END INTERIOR ftO 20'-0' 7'-10' 9-81 7'-,3' IV-O' g'-4' 10*-7' 8'-w iV-6' 91-8* 7'-6- 12'-6' no 71-10* O'-W- 7'-3' 12'-0* - g'-4* -TO--7 -7--0' ---f-�S 12'-S' MO 20'-0' 7-4' 9.-3- It'-5* W-a' Wv-&_ V-7' IV-6' '81-11, '-1" 121-61 350 2V-0_' V-4' --8* _T07-_0' 71-7* !V"G* W-11' IV-6- 1 4U, 20*-0* 61-IV W-10* F-4- -107--1,- w-v 9-7. I.-, 12'-�e 12'-V 40.0 --io-—D -1­10 101-11* T-I* . -7 '6"-3' 71-31 Ir_v V-S' 12'-6* 4&0 20'-Ow 6'-Om a.-f --6- -1-0 IV-S" 7'-Il* W-V 121-1? 4" 20'-0' -e-_V 8'-S' -a— 101-6, 7'-0' 51-11' IV-S' 6'�V 12'-S' s" 2W-O' 6*-2* s'�2 M-11, 7'«4' W-11* W-71 IV-6' ll-,. r_11* IV-e no 20'-0" 6'-2' W-2' W-O` 0-_r -7*-4' 81-11* g-3* a" I I. — 8�_'. — — 121-5* V-11' IV-V 20'-0' V-111 7'-Il' W-o' W-81 e__31 IV-41 W-6, 5'-7'- IV-IV B&C 20'-0' 5'-It' 7*-111' W-9" 01-10' 7'-0' 8'-7- 4'-10' 12'-41 5'-7' I2'-6' =0- 19k-5- 8-6• 6"-4' 81-6* 8'-21 IV-D' 6'-4' I2`-6' - 80.0 I8*_51 5'-91 71-9' s'-s* 4*-8' I2'-0* W-6' IY-V W�4* 8-4' 1. SILO 18-4' 9 7'-G' 9-_4� 8'-4' V-2 W-to, 01-4, W-6 121-61 "0 181-41 -4' -7. W-le a'-$' 41-11" 111"10' W-6 IV_e 7" W-4' W-W 7--V r­e W-r 61--r w-r 61-Y 111-9* 61-r W-6 IV-6* 7" W-4' V_9* ZRE W�v -T 7U W-$* 61^9. 7'-l' -W-41 1 V-O' 61-3* (F--O' -0'-2' It- 2. W�. v-a* itr_—, s*-s lr�fio 7&0 7'-7- 5'�4" 9'.5, A V-3, W�6 I P-11.-l- 8'-3- 4*-8* W-7" 5*-u IV-41 8040 it-9' 51-9* 7'-r 51-41 71-le W--r 71-10* jr-2' Ifmwe —V--3*— W-6 iV-e ma-Ts--v V-q* 7*-7* Vv-f* 9'�4­ W-10' 7e-4' 11;Z-� 12'-4' 7 --or. 7'-7- .S'-4' 7'-9- W-3" ;: - F-6 su 15 0. 3 2; 6'-V 111-5" 6�_3* 15*-0" s'-s' 71-7* V-4' 9'.3. V-10, 8'-2* ::9� a 31-6 12*-3 1 fto 14'-2' v-Iw V-7' W-51 7'-S* W-4' W-31 lsq�51 r-4' V-7 121-3 It" I'V-2' V-10, 7--l' 5..5. W�lo 6'-Il* 8'-3' 4'-10' ti"-S" V-7 t21-3 T--IF _V_ — G&O -737--S-- 7-7 6- 7--9 -1!-'5 '-9 -W-4- If-5- 6'ZS' -f2r--3— ou �3-6' 7-­iV 7'-7* _W-V 91-3* 8'-31 -it, W-5, 51-6 IZ-3 100.5--T2r--r r-Ir 7'-7' V-11" 7'-S' W-4- _W-5' —W-6' '_9 t2,r__3 1004 IV-9' w-11. -7--r 76'-W' 81-1. 10" 7'-7' W-01 I 1 5 2­9 12-3 6-7' 1 7--l' -5* 4 — 1 V-27 6*-0' e -9 IOU 12'-2- �-O' 7'-r 5*- 7-t' W-4' -1. V-9 la.-3 7' 01-31 7'-"* 7 -6 -7 ][1 E. rV-.7 7_7' "-7. 7-7 7-7 R7 1 71 0' , . _8. 7_—Io* _7' i t0,0 111-71 7'-7- C-S* 71-V 6 -3 -8 INII _110-0 12'-3 s'-O' -r 5'-0' 9'-3- 71-F -3. 7 IV 6*-1* 7-7* 5*-W 7--l' V-9, 7'-V 6'-7* til-V w-a* V-11* IV-3 IT&O V-9- 9'-3- r-2- W-3- _ __ i _12(FA_ -6- -V V-9' 6*-10* 7'-S' 6'-7� 11 6'-C' M-3 to,-e* 7'-V 51-r 9'-3' 7'-3' W-21 V-S" W-5' EV-V lr�3 12" TV V 1=0 10'-2* 6'-2* 7*-7. 51-10* V-10' 71-01 71-10' 61-9, tv-s' —?,-v 61-1* IV-3 19" IO`-V` --F--2' W-10* 91-31 7-4' wu4l I1*-s* 11-1. 121-3 13" 9-10. -7--r sl-so* 7--l' 71-01 7'-S' 11-5 71-0" W-I" 1 130.0 91-io' 6�-3* 71-e V�20 av-90 11'-5* e'-I. IV-3 - 0 MO 6!-4- 7­r s1­--I—1� V-IF 7'-2' *-TO* M-110. 111 5* 7*-2* 61_r 121-3 13&0 V-5, W-4' 1 9,-3, 7'-V W-3* ev, 10, ill-r- 12`-3 I 140,0 q'-I- ­7-4,-7--7- _17--V V-10' 71-31 7'-10* 61-11* 11'-5' 71-31 fi'_Y 12'-3- 140.0 16'-4* 1 7'-7" '1_0. 9,-r 7'-6- 8*-3* W-11' %V-5" 12'-3 14" 81-10* F-—s' T-6` IV-G, 7�9* F-e 7'-S* F-_I_1* ii'-S' 7�4' 67-_3_' IZ-3 14040 a,-iw 6' II`-S' 6*-ar* IZ-3 15" G'Zo. 6'-6' _7" -1 1' _9* W-6- 71-5" V-4' -1-60A 6-0 7-7 1. 7'-7- 81-2* .-0* Ij'-5' w-e -3 7* :] = _Z�_ 7. —— ,:: IV 1 1 '-7 6k; 1 V-9' 1 7'-6* 7*-S- If,-5! 71-6* 61-r -3 15" -7'-r 87-2' 7'-Y V-r IZ-3 180.0 6-7. .-7. 61-C '4 --o- 7' 1 7'-6' 1 6-2' 1 9'-3" 1 V-V -2- -5' -6* 7 L 71-s' 1 7'-7* 71=v 7 '_3 :1—fto 0 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. MULLION INTERIOR �MRA I MULLION % p11 FLORIDA BUILDING CODE(Non High Velocity rrIcano Zona) 02017 TILTECO WO.. ORA"un Nautilus MULLION SPACING:"S" DATE ..:,3* A- 1ILLIT TESTING&ENaINEERING COMPANY EXPERT SHUTTER SERVICES INC. =3 KW U3�r -a7I-'mI�M 1626 S.W.BumoRE MEET (x5) 17-244 VI-ft.t— PORT ST.LVQE.FL 34954 WAVIM M. FS C006710 I-mo 71LU LIT P.E. SEAL/$IGNATURE/DATE Ivw 4416PI SRW 24(w 26 HEIDULE-lb SCHEDULE 26 FLOOR10CEILING MAX.SPAN III)FOR END AND INTERIOR MU WALL MOUNTING MAX.-SPAN(Fn FOR ENDAND INTER101tMULLIONS-- R`A­GIVENA:S-D 18.1.WDESIGN PRESSURE RATING(p.sf.).&A 12'-W MAX.MULLION SPACING(ft DESIGN PRESSJJRE RATING(P.S.F.).A A 17-0"MAX MULLION SPACING 2 -(FT) MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(IT) A= MAXNN 4W'XI/4*MULLION 4-x8-Xl/4'MULLION 4'Xl-xl/4'THICK(M-FLANGE)MULLION AaM On= 1111ALION ON Dm= MAUIUII 4*xftII4'MULLION 4x6 x114`MULLION 4'x7'xll4'THICK PfUMM SFMM FREMIRE NIIIIJON RAT" SPAOM FLANGE)MUWON DIEM= f1 t4fl ORIENTATION#2(0)f OMMMMWAIn #1 1:*tl OR1111 12,(Q)t ORIENTATION#1 ORMA'non#2;(D)t ORIENTATION 11 14 'OR[ 42(Q)t ORIENTATION 01 f0tI OfBENTAttON f2(H)t ORIENTATION 12(0)f END I INTERIOR END I INTERIOR END INTERIOR END I INTERIOR END END I INTERIOR 040 1 INTERIOR END INTERIOR END INTERIOR I END INTERIOR ENO INTERIOR 6. 12'-S" I0-7' 12'-S' 3" Q.-A. 11-8 9,-Q. 12'-6' 12'-S* III-3r- 12'-6' 380 Ir-0` V-2' 1 W-It' 12'-B* W-ill 101-0` W-61 MR .-A. W-11- W-21 W-61 12'-V W-iio Iw-01 40A 12'-W 91-10, 10'-S• 81-9" 12'-V W-11, I V-4" a g-7* 12'-V 40.0 121-01 1-41- 1101-v W-6, 121-61 a. 4" 12k-0• V-�r 101-1* W-41 12'-5* IV-it' IV-1!' 12*-8' I:r-6* 4&0 W-O' W-4' -4' 12'-S' IW-11* IV-11' V-I' -0* -a* e Ir Mg 12-0 8--q- r-ow, B'-I" 12'-W IV-4* IV-7- &-'-a' 12--i- r-r Ir 9* S2*-P A . 11 a. S.-I. wa ir_v W-4" W-51 7*-Iol it-a- W-101 to, 32,';a' BU 12'-0* 8'-1 -8. -1" -0 -V -7' I. W 12 IV 10' 12'-6' 5'-6' 12'-6' ir-6* 3U 12'-W 7'-IW V-V 7'-tO* I V-11" IT-W W-I* 12'-6* 601 iF--w 8,70- V-2. V7-V I11-r Q.-S. 91-117 61-3� 12'-0* a. 12'-V a" 12'-0' 7'-6* 111-41 6" t2•-Q• 7--8- _2. 'a. 7�--W �2-e r-r 7*-6--1�2-6- ---M- 12'-0' 7'-2- W-ii- 7-2" It-O. Scot- 6,74- ur-j! - -- -f- -a. a.-D. 70A IVZW IN W-I 1, IV-2, ,8'-9' 91-51 iwsll 12'-e f 12'-S' 7U 12-W 6'-11' " 5,-11 12'- 78.0 . --- 7&0 12'-Oo 7'-1* a-&, 61-8* SQ'-6' 9,-3* 7'-b 12--6: r-r Ov-jlw 2-6 760 12'-0* -614- 81-6* tt`..w IV- w-$. V-3. mo Ir-O* 8'-t 1" 61-aw Iw-3- 6. "-W 12'-0* V-11' 12'-0' 8-4' --w 7'-S* 12'- W-4- 2*�W MA 12'-0* W-5, W-41 51-5" to'- 8'-2* -F-*-* -r-5- 12'-S* Ir-fi* if-7'-2 12'-G' W-11 5'-$' --6- no W-3" 101-11 T-11'- r-10- --f--2-' B!" 12'-0' 8'-3' 10 _2 2 V 90.0 1 IZ-Cr 1 6*-S* 61-1* --Vr--2' a. I -10, --6- 6'-4' 12*-8' 7. V� V 2 2 0* W-91 W-111 .7f. -2'-W o" 2-Cr si= 6. sm� .-1. a' I W-81 W-10" 12'-I_' 71-51 -1 5-1 ism V-8" 7'-6' W-r V-10" 12'-1' -2. I:e-o. -2- '-1' 1 _r V-w 2*-W tM4 72'-$' . 7 71-cr W-Y FZF 11-1. -51 w-go 10&0 12--e 1 6--0- 5--W 71-1w Iv-r V W-r -4. 1 V-1. .- 6* S'-to" 2'--V 10&0 12'-0' 1 2, 2*-. 1 To 2'-4' 1 FLOORTOWLEIV W&LOADI MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2W (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) MOUNT UNW-OMAX. INTERIOR MULLIONS,FORA JACLERMOUNIED MAX.SPAN fit)FOR EUD&INTERIOR FORA GIVEN r CESIGNMORE(ga-f.),ANO FORM gum(GASES la&11)MAX.MULLION &&M DESIGN PRESSURE RATING fg,61AANO FOR IE NEW,h1l,V(CASE 11)M SPACING(ft)• MULL ON SPACING MAXIMUM MULLION SPAN (FT) MAXIMUM MULLION SPAN FF) MAX VA)UN UG 4'x65t`IN'THICK (GI)4'xTxI14'THICK 2VA/4'THICK w=Um UG 4`ItI1'xIA*THICK V1 4'x8'xI/4`TH(CK 1(03)2X7'Xllr THICK ASA OESM UULUON MULLION MULLION (9RANGE)MULUON MULLION MULLION I*RANMMUW WALION RAIM mDam It owalm It ORINTATWIN t,OWMMM jir(Dol[Ml WIND mmm JII OMMITION#1 (to 0 r, (0). owRom 1;ommm III MOM r, (W.) 717117N)T` f#t W (D)t t:0 m MORT, 14t 44t (0)t W Mt ENO I INTERIOR END INTERIOR iNTSIOR END INTERMR /rMULLION END I INTERIOR END INTERIOR NTERIOR END INTERIOR 12--0- 12--6- - 12'-6* t2"-S' 11'-0' 3" IV-O" -i2i--r - == - I V-0- no 12'-0* 12'-6* I2'-0'. 111-11* 121-5* 1 38A 12'-0` 12'-fiC* W-11 12'-6' 111-01 404 12'-0' 121-61 I1'-8, 11'-4' 121-e 40.0 1 V-O* I V-4' 12'-6' If-O' INLO Z-O* 4&0 12*- IV-11* tv-v 7-2'--fV CASE I I rI 0" W-0. t� cm r 12--l' IV-4* INTERIOR Wo 12'-Q' 121-6* lit 0' IV-4, IT-1, 12'-8' 3" 12'-0' W-10* IW-3* IV-8* 121-01 tw-31 I a" 12'-W 1'-4* W-il" 12'-4V WA 124�0' It, -4 BOB 12*- - I V-3' W-4* 2!-6* 9._O. 9 I_ -0. 3" 81-01 - 12'-0* 1 • 3DO W-01 1, 35,0 V-01 - 12'-4* IZ-e 330 -77-0- 075- 2'-0" jqp 8-0- - 12'-6* 12'4' 12'-8* 40.0 V-w MUL N SPACING:"S" -1. 45.0 mmk A2 12'-6* 2*-fiV" 12'-6* 121-6" W-o" 91�0* 9*41 om"O" 5" 81-0* 12k-8' 12*-8* 12*-1* -12'-8* - I 1 1-0* 5&0 91-0. 91-W 91-0* 01-01 000 $'-Ol III-V` 91-0" 91-01 91-0" 9-0" q,-01 am V-0. -aL-X t2-2* 1 W-0, MAXIMUM MULLION SPACING SHALL BE SUCH SIIW-0, 12-0 THAT MAX.ALLOWABLE SLAT SPAN FOR THAT V-0- 0'-D" W--O. DESIGN LOAD SHALL NOT BE EXCEEDED. 0, ir - a'- a.-.. .4 -0. -0 ' 0"$a'-. 9,-P: 91-61 01-0* 9'..0' --K-W 11-0, 91-01 t MULLION ORIENTATION IS AS SEEN FROM THE 11 9`0' 4&0 9,--W -0* OUTSIDE(EXTERIOR OFPR 9'-D* 9-v 11 RTA 81-W 91-6* W-01 V-13* 9'-0* w-(r 6" W-01 91-v 91-0* V-D* 91-W 9" V-O* Vwo* 9,-D. V-0, Itt � -*, -. -i.---D' .�-.- .91-w-- 9,-0* V-1. 91-W ............ '-0• a'-a• 8-,. 114eo 0. O=ft fto 81-0" 9*--W tic • 91-01 1 91-01 91-w �O % -0:_ FLORIDA BUILDING CODE(Non Mgh Velocity urricana Zone) 0 f:o 02017,nLwco INCDRAW M' 00.0 V-O" Y--v- 91-e - D z Nautilus Ljc� q` I 0. , . 1� SYW- 08/24/17 9" 1 W�2*- 7*-9"- 9-V` - V-01 16 oio� 91-v 7'-S!- 7-4*- W-W - DATE 12-1 7-a. TILLITUMN-4 7W-ENOMEERINC COMPAmY SERVICES INC. -0 11LIEC Rolungshafter 0 it C. V-tr 7--3'• 7'-0^0 _W "Sb PERT SHUTTER 1626 S*BILTMORE STREET 17-24-4 -n,INC HU"SCREW OR POWER FASTENERS, L E wl= PM Sr•WCT.FI 34984 rNOTTEE tTse f3 0"IFANCHOR CONSISTS OF HIL SOLT ANCHOR BE %WDGE =F SCHFOULFS I&2 ON SHEET 10A. C9-0006719NOM(4001 749-MO.1%11p m-1111 ORkIfflig No W X 11U.1 11 41, P.E. SEAL/StGNATURE/DATE DA Ut,I jI5PjE- SCHEDULE1c SCHEDULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX SPAN(f!)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.) & AND 7'-0"MAX.MULLION SPACING SPACING(M* F * MAXIMUM MULLION SPAN(EF) MAXIMUM MULLION SPAN(FT) MAX D j wD U ©4"xVK1f4"MULLION G1 4'k8'xllW MULLION G2 4'x7'x1/4'THICK(3!8'FLANGE)MULLION ©4'k8"x1/4"MULLION G1 4 k8'k1/4"MULLION G2 4'xTx1l4'THICK PRESSM MULLION FLANGE)MULLION IIIA_ SPACINQ Raw SPACING (P-0 ( OPoEN7AT10N 7 ORIENTATION 2 ORIENTATION 1 ORIENTATION+2 ORIENTATION 1 ORIENTA710N/2 (P'�'T'j (�o ORIENTATION 01 ORIEIiTAT10N 2 ORIENTATION 1 ORIENTATION/2 ORIENTATION 2 ENO INTERIOR END INTMOR END INTMOR END INTERIOR END END L41EMOR IXD INTERIOR END INTERIOR END INFERIOR END INTERIOR END 01TEI80R FET-D' 12'-8' S2'-B' 12'-8' 12'-8' 12'-8' 12-S' 12'-6' 12'-B` 12'-6" 12-8' 12'-6' 7'-0' 12'-B' 12'-8' 12'-0' 12'-6' 12'-6' 12'-8' 12'-6' 12'-8' 12-8' 12-8' 7'-0' IV-6' i2'-6' 12'-8' 12'-6' 12'-8' IV-67 1Y-87 1Y-6' I2'-6' 1Y-6' 12'-6' T-0' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' T2'-B' 12'-B' 12'-8' 12'-6' 12'-B' 7'-0' IV-6- I2'-6' 1Y^6' 12'-6' 12'-6' 1Y-8' 12'-B' 12'-B' 1Y-6` T2'-6' 12'-B' 7'-0' 12'-6' 12'-8' 12'-6' 12'-6' 12'-B' 12'-6' 12'-6' 11-6' 12'-6' IV-6' 7'-0' I2'-6' I2'-O' 12'-6' 12'-8' IV-S" 12'-6' IV-6' 12'-6' 12'-6' 1Y-6' If-B' 7'-0' 12'-6' 12'-0' 12'-6' 1Y-6' 12'-8' IV-6' 72'-6' /2'-6' 12'-6' 12'-6' 7'-0' 1Y-6' 11'-7' 12'-8' 12'-8' 12'-8' 127-6' 12'-6' 126_6• IV-11' 12'-8' IV-6' 7'-0' 12'-8' 11'-7' 1Y-8' 12'-8' 12'-6' IV-6' 12'-6' 12'-6' IV-6' 12'-6' 7"-0' 12'-6' 11'-3' 12'-6' i2'-6' I2'-6' 12'-3' i2'-6' 12'-6' 12'-5' 12'---8' 12'-6' 7'-0' 12'-6' '-J' 12'-8' 12'-6' 12'-8' IV-3' 12'-8' 12'-8' 12'-8' 1Y-8' 7'-0' 12'-8' 10--11- 12'-6' tY-8' 127-8' 11'-11' i2'-8' 12'-6' 12'-B' IV-6' 12'-6' 7'-0' lY-6' .101- I' .12'-6' 12'-6- 1T-6' f1'- 1Y-8' IV-6' IV-8' 12'-5' 7'-0' 12'-8' 10'-8' 12'-I' i2'-6' IV-S' 11'-7' IV-6" 12'-6' 12'-B' IV-6' 12'-8' 0&0 7'-0' 12'-8' 70'-8- 42'-1' 12'-8' TY-6` I1'-7' 12'-B" 12'-B' 1Y^8' 7'-0'_ 1Y-8' 10'-5' 11'-6L 12'-B' 72'-6' 11'-3' lY-6' _12'-8' IY-6' IY-6' 12'-B' T-0" 12'-6' f0'-5' 11'-8' 12'-6' 12'-6' 1 '-3' 12'-8' tY-6' 1Y-8' 1Y-6' T-0' 12'-1' 10'-2' 10'-it' 12'-8' 12'-6' 11'-0' 11'-11' 12'-6' 12'-6' 12'-8' 12'-8' 7'-0' 12'-' O'-2' 10'-11" 12'-6' 12'-8' 11'-O' 11'-11' 72'-8' 12'-6' 12'-6' 60.0 7'-0' 11'-87 9'-11' 10'-6' 12'-4' 12'-6' 10'-10' I11-51 12'-6' 12'-6' 11'-11' 12'-8' T-0' 11'-6' 9'-il' 10'-8' 12'-C 12'-8' 10'-10' 11'-5' 12'-B' 11'-11' .12'-8' B&O T-0' 11'-0' 9'-9' 10'-2' 12'-1' lY-B' 10'-7' 11'-0' I2'-8' 1Y-6' 11'-4' 12'-6' 7'-O' 1 '- ' 9'-9' 10'-2' 12'-1' 12'-6' 10'-T 11'-0' 12'-8' 11'-4' IV-6' 90.0 7'-0' IO'-7' 9'-7' 9'-f0' 11'-10' 12'-5' 10'-5' f0'-8' 1Y-67 12'-2' 10'-10' 12'-6' 7'-0' 10'-7' 9'-7` 9'-10' 11'-f0' t2'-5' 10'-8' 10'-8' 12'-6' 10'-107 12'-8' 96.0 7'-D' 10'-2' 9'-5' 9'-6' 11'-7' 11'-1 T' 10'-27 10'-4' 1Y^6' 11'-9' 10'-5' 12'-6' 7'-0' 10'-2' B'-6' 9'-B' 71'-' 11-11 10'-2' 10'-4' 12'-8' 10'-5' 12'-8' 100.0 7'-O' 9'-10' 9'-3' 9'-3' 11'-5' 11'-6' 10'-0' f0'-1' 12'-6' 11'-5' 10'-1' 12'-6' '-0' 9'-f0' '-3' 9'-3' if'-5' 1'-6' f0'-0' 10'-1' 12'-8' 10'-1' 12'-8' 1080 7'-0' 9'-8' 9'-I' 9'-1' 11'-J' it'-2' 9'-107 9'-10' 12'-6' 11'-1' 9'-6' 12'-6' 7'-0' 9'-8' 9'-1' B'-1' 11'-3' 11'-2' 1100 7'-0' 9'-3' 8'-11' B'-10' 11'-17 10'-10' 9'-9' B'1' 12'-6' 10'-9' 9'-5' 12'-8" 7'-0' 9'^3' B'-11' 8'-10' 11'-1' 10'-10' 9'-8' 9'-7' 12'-6' 9'-5' 12'-6' 1111.0 7'-0' 9'-O' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5' 12'-8' 10'-5' 9'-1' 12'-6' - T-0' 9'-0' 8'-t0' B'-T 10'-11' 10'-T 8'-T B'-5' 12'-8' 0'-1' 12'-B' 120.9 7'-0' 8'-9' 8'-6' 8'-5' 10'-9' /0'-3' 9'-5' 9'-J' 12'-6' 10'-2' 9'-0' 12'-6' 1200 7'-0' 8'-9' 8'-8' 8'-5' 10'-9' 10'-3' 9'-5' 9'-3' 12'-6' 9'-10' 12'-8' Y26A 7'-0' B'-8' fl'-T B'-2' 1V-7' 10'-0` 9'-4' 9'-1' IV-6' 9'-11' 8'-7' 12,_6• Y-0' 6'-6' 8'-7" $-2" 10'-7' 101-0' 9'-4' 8'-1' tY-8' 6'-Y 12'-6' 1JOA 7'-0' 6'-4' fl'-5' '8'-0' 10'-6' 0'-9' IT 2' B'-7l' 12'-8' 9'-9' B'-5' 12'_6• 7'^0' 8'-4' 8`-S' 8'-0' 10•_8• 0'-9' 9'-2' 8'-11' 12'-8' 8'-5' 12'-8• 153.0 7'-0' 8'-2' 8'-4' 7'-9' f0'-P 9'-7' 9'-i' B'-9' 72'-6' 9'-6" 8'-2' 12'-8' 7'-0' B'-2' 6'-4' 7'-9' 10'-4' 9'-7' B'-1' 8'-9' 12'-6' 8'-2' 12'-8' 140.0 7'-0' B'-0' 8'-3' 7'-7' 10'-1' 9'-4' 9'-0' 6'-7' 12'-6' 9'-4' fl7-0' 12'-6' 7'-0' B'-o' B'-J' 7'-7' 10'-3' B'-4' B'-0' 8'-7' 1Y-8' 8'-0' 1Y-8' 146.0 7'-0' 7'-10' B'-2' 7'-5' 9'-9' 9'-2' 8'-10' B'-8' 12'-8' 9'-2' 7'-10' 12'-B' 7'-0' 7'-10' B'-2' 7'-5' 10'-1' 9'-2' B'-10' 8'-6' 12'-6' 7'-10' 12'-6' 160.0 7'-0' 7'-8' 8'-1' 7'-4' 9'-5' 9'-0' B'-9' 6'-4' 12'-6' B'-71' 7"-6' 12'-8' '-0' 7'-8' B'-1' 7'-4' 8'-9' 12'-6' 7'-8' 12'-8' 166.0 T-0' T-8' 8'-6' T-2' B'-2' 8'-iD' B'-8' 8'-J' i2'-5' 8'-9' T-6' 12'-6' 166.0 T-0' T-8' 8'-0' T-2' 9'-10' 8'-10' al 12'-5' T-6' 12'-6' 160.0 7'-O' T-4' 7'-11' 7'-0' 6'-10' 6'-8' 8'-T 6"-1' 12'-2' 6'-B' T-5' 12'-B' 800 7'-tl' 7--' T-it' 9'-B' 8'-B' 8'-T 6--1' 2'-2' 7'-5' 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION z I I INTERIOR r.�•;�Q���1r/ I MULLION /� _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) "$` t S` ..3 f9.5• = Q211,7 TILTECG INC, Nautilus DRAWN Lc Bl: MULLION SPACING:"S" �( '7t � IL E C O INe. RouBsg ShutfarSyelem os/24N17 `7 w7 TESTING R ENGINEERING COYPANV EXPERT SHUTTER SERVICES INC. T1 • 11 aia x..1td.S4 Sa•105.9N0.W r+7arH1,n,1t.a 1626 S.W.WIJORE STREET 17-244 t1w)en_'Sw,rv'tsseprl-Iw,O PORT ST.LUCE.EL.34984 a• III ml:t9leeooaoLcm plyplg;(TGpS 749-9658.rAm(712)571-CM OFAM010 No NAL X 11 ER .TILEll-0005719 u,p aaa�O. ua n, aam 7 u r WALTER . Jr.P.E. SNE[T 26 Di 26 P.E. SEAL/SI E/DATE rLOMOA ttc./44167 r � 7 L