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HomeMy WebLinkAboutProduct Approval 111112021 Florida Building Code Online �:. � �° L°,•+ l8 i�4�t�,���J"'I�i�'P.� �I������i���}A.I�nJt't1 14 F- A 1 „-• _ ..�,,. aelS Home Log In User Registration Hot Topics Submit surcharge Stats&Fads Publications contact Us BCIS Site Map ! Links Search ��0;1iIc i a` `Product Approval _, tl USER.Public User ® Op Produrt Anorovol Menu>Product or Anolication Search>Agppeatioo Usk>Appeal1W.l gx3 i FL# fFL1L2246- RECEIVED Application Type Revision Code version 2020 APR I.9 1021 Application Status Approved Department pQrmittF^g St. Lucie Ceui-ty Comments Archlved ^v Product Manufacturer Expert Shutter Services,Inc, Address/Phone/Email 1626 SW Biltmore S7 PortLucie,FL 34984 COO (772))$71-1915 Ext106 callexpert@aoLcom Authorized Signature Michael Helssenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Quality Assurance Representative Michael Helssenberg Address/Phone/Email 1626 SW Bllmore St Port St Lucie,FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Category (!R h ers'Subcategory oll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tlllit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity Natio credltatlon and Management Institute Quality Assurance Contract Expiration Date 12/31/ Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence t lis��!!c: 1:�; �'UA l:U!L�Lv+i_r� i►t�t•.(2[if Referenced standard and Year(of Standard) Standavd e r ASTM E-1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By -- . Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summery of Products FL# Model,Number or Name ^T Description 12246.1 Nautilus Roiling Shutter System Extruded aluminum Nautilus(Rolling Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:No FL12246 R5 II Egpeli:Shilher PEE Dlvug 20-064.Ddf Approved for use outside HVHZ:Yes Verified By:Walter A.Tillit lr,P.E.PE 44167 Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:+1601-160 Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic EL12246 R9 AErupert Shutter PER Drwq 20-061p-1 protection only).Pressure rating: +30,-30 p,s.f.at 20'-0"span Created by Independent Third Party:Yes _(wall mounted)and+160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip.See sheets 15,16 and 20 for additional pressures and spans. ED .tu::a. Contact Us.:2601 Blair Stane Road,Tallahassee EL 32399 phone:950-487-lam i The State of Florida Is an AA/EEO employee Coovrioht 2np7-2n13 state aF Ploride.n Privacy statement;;Accessibility St i ment n Refund p4atement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubilarecords request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an;email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.7b determine if you are a licensee under Chapter 45s,M,please click e(�e. Product Approval Accepts% i Credit Card safe k.. I. f www.floddabuilding.orgipr/pr app_dd.asox?Daram—r-=%K^••� '.. - GENERAL NOTES: 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAlfI1LUS ROWING SHUTTER SYSTEM SHOWN ON THIS PRODUCE 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 2020(7th EDITION) OF THE FLORIDA�WIDING CODE. -3/8'0x1 1/4•CALK-INS MANUFACTURED BY DEWALT, INC. NAUITIWS ROWNG SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4'Ox3/4'SOLID-SEE 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 16M OF THE ABOVE MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY ITW BUILDEX• INC FOR A BASIC WIND SPEED AS REQUIRED INY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED Fn MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 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 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 10 &20 THRU 26. 3/B'0x1 1/4"CALK-IN 3 J/4' 4 1/2' 1 1/4"(3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. 1/4'0z3/4'SOLID-SET 3' 3' /' (3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 1�USED IN THEIR ANALYSIS. FASTENERS 3/80 KWIK BOLT TZ 9' 4' 2 1 1/2'4 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2018. 5/16"0 TAPCON XL 3 3/4' 3 1/B' 2 1/4'" (2 psi) psi) NOT ALLOWED NAUTILUS ROWING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE-MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH IDA. 11. 11A, 12. 12A. 13& 13A FLORIDA. REPORT A 1030.01-08 AS PER ASTM E 1996,E 1886 AND E 330 STANDARDS.QUAUFYING INSTALLATIONS FO WIND ZONES 1, 2, 3& 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT),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 BY HILTI, INC. FOR ADDITIONAL UMTTATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT END RETENTION SCREW_©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 w EDGE DISTANCE AND EMBEDM04M ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 ks',TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT 0 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDS X&SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR ANCHOR SPACING® 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 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 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2• 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8.0 KWIK BOLT TZ 6' 4 3/8- 2' (3000 PSI) , NOT ALLOWED 3/8'0 HUS-H SCREW 4' S' 2• (3000 PSI) NOT ALLOWED 6.NAUTILUS ROWING SHUTTER SYSTEM BEARS U.S. PATENTS Q6,095,225 AND#7,409,980. 3/8.0 WEDGE-BOLT 4 1/2- 4 1/2' 2 1/2-(3000 PSI) NOT ALLOWED PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS: 5/8 0 HUS-H SCID OR WEDGE BOLT 7 1/2• 7 1/2' 2 1/2- (3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN.3000 p.s.L COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY TM'BUILDEX• INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCE TRACKS ALL AROUND FULL LENGTH. -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE.CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5/16.0 TAPCON XL ANCHORS&2 1/2'FOR 3/8.0 KWIK BOLT 3 ANCHORS.NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITHALL SPECS INDICATED IN THIS DRAWING PINS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2),MINIMUM EDGE DISTANCE(E.D.)INTO POURED CONCRETE SHALL BE- 4- LIFTING MECHANISM N07 PART OF THIS APPROVAL- ANY 4-FOR 5/16-0 TAPCON XL ANCHORS&5'FOR 3/8-0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND FINISH MATERIAL 15. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e.WHERE THE SITE A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON CONDITIONS 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 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WAIN ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX. INC. (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. BA) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4•. RECORD (EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/160 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE L ONLY SE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR 7HTS DRIW/NG SHN f/SID TD SOUTHERN PINE#2 W/G = 0.55 MIN. \`\``Y �IITItIIJIAp!Ary� .OgINN p�g5 IN THE SlA1£OF fLOR/dl FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) \ /� • DRAWN BT: -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER,INC. Q`.• . J' ozo2o 7R1EC0 INC. 9 of 1 • .•• � ENS''• �9�ii _. _ __. Nfi fi iliuS' ..1. 11 MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL Z _ F $ '._ Ro/ltng ShoHerSyslem 06/e/2020 THREADED PENETRATION. A _- DATE NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. - NO.441 -2 IL E,C O.Ipc. *: ` 'EXPERT SHUTTER SERVICES INC. C.2) MINIMUM EDGE DISTANCE(E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS = Hurt 1ESTiNc tk ENGINEERING COMPANY TER ='o `/ fim„.".7e9 �. '01 0®"`was n 110° 666 S.W.WHITMORE DRIVE 20-064 BEYOND ANY FINISH MA IAL 2 •• ST TE OF /_J'/��(� p""•L 1mI��•r°' I �r�y� PORT ST.WCIE,FL 34964 6-moil:NWe9®ool.com ,b(•pp)7a9-9069,iAY:(772)671-aB90. DRAWING No C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON '�/�.Y`'•.•'c( plp '44� - WAI,TER a TI06719r.P.E. °� THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND F oaw m a.. SUCH PANELS. /sS'I �\\ %SIGNATURE/DATE FLO DA ua 6 u167 1 of 26 - .. - - •- /1111111/1111111A - - }- .570'. #7 #e I #9 I 1.#T x1T'0 #5 #J '3, .0' ..1.O ETA #2 3 #a# 1•;$. ,>' till xY •y 't-u—ill—ll 1I��H= .o-c o=":L��,a,--.wmlUf tal.mzlio mxo etAotnolz um.n mtRiVtNn1�BI BsST 0.9ic1EeSoB 6O7EE LW.hS°41,� f�Tt DETAIL•A _ r- ��)4.1, TRUSS HEAD TIOSIX L09c ThFEAO N6FR s't+tfl— Blz l`+1167HIXIfcADP87feffJ➢41MIT 6aaw�A S f ! t r ` R-1+o' R�z9a"-. .IRS i»z• Rzsse•' . g - OPTION#1 rMONOUTHIq SCREW�Ecs: OPT10N#21-1Wns W,, 1 RIJU• 1 I R1.696" Rtl,a' f R,.99 „ 0s0' o E R m n« ` `-DErC { ' •--r- NCO 7 D AGS SCREW If DEraL c y9 0 p CHROMWREE ANILCOW(OSION 1- I _ f{ 1 °�z>• Q, �.o:o• 'g COATwGBYSTE .ASIAWACTURED _ I L go7p• 13YWNSELTCOATWG.LLC I I� r° �m Fy=11HA ItsiMU)STi@-p6 . J,y„'L ,5 FW=196b 1afRB7suESTf�NGD9 . L z3 ..sz j .q,• �-.6r9•� � 1. -• =". -/ DEi'9 :� .� - .._t.ow•_. J0' -.rzA L L �) 1 STARTER SLAT Ao oA SLATS 60631 1 =1 ALLOY SCALE: ,,z d083T6 P1.UheN11,M ALLOVB: - ©BASE SLAT _ Fy=315t�IRa.) _ DETAILS 6053-76ALUMINUM ALLOY ' SCALE I7=1• - - SDALf;17=1' ,2pp--L.6 .2w -3.Iur - ACETAL BUSHING." ( I7r'I a.3eo•--= Azs•- .zm•----� M v H u OPnONs AND#21 . - .�L.� _ --e.000• I r I +#t BU4aNGS, : N "y� !--� •.� 3 DENSITY:1ADbM_ TFNSLIEN1000LUS37)kd .t25" . _-) 11YJ TENSRE S7fff.SATY�lD:813513 H O BUILD-OUT TUBE FlnsmALMODULUS::mkj .125• ^I.zaO• �___. 2.,26' n - SM3TBALUABNUMALLOY PDDNOT!J LED IMPACT:65 1WnP SCALE 17=1- ORETAININGSYSTEM �C W+BUSHING 'E1S BUILD-0UTTUBE EBUILD-OUT TUBE. OSIDE RAIL * � B,BTTSALUMNUMALLOY IzsBOiT A 8083T8 ALUMINUM ALLOY SCALE UR_I' E yr - SCALP.Vr-T N . *LUST BE ReArAIED 81 SHUTTER MANUFACTURER TO ALLOW FOR..A MINIMUM 24W 0-050'CLEARANCE BETWEEN SCREW HEAD'AN --�!' CAVITY WALL AT NON HURRICANE POSITIONS. - 1E3 BUILD-OUT.TUBE, 2.BW - —20D0' O -- SOP3Te ALUMINUMAILOY -' SCALE 1 -V i— r(IYP) �• I 250"_ OH 114-0A314"ITWIBUILDEX TEK SCREW CARSONSTEEL SCALE:17=P f I OI 5116"01TWIBUILDEX TAPCON XL ANCHOR I CARBON STEEL' t ') .. _ n SCALE I7=1• ,� I i it n I.�III I•,��,�� � .._ _ � I STORM BAR ?.ow•---� _ _ JO 318"0 HILTI,INC.KWIK BOLT 3ANCHOR 6061T6ALUMINiMALLOY - © CARBON STEEL _ ScAL 4x7 MULLION Darl=r ( TRAPPEDANGLE © 4x6MULLION G1 4x8MULLION MI.TBALUMINUMALLOY SCALP Ir`=1• 6063T6 ALUA7INUM ALLOY 6OBI-TBALUMINUMALLOY 6061-TBALUNNUMALLOY SCAUF-3 •. _ FLORIDA BUILDING CODE (Non TI Velocity Hurricane Zane) l 6CAIE 17nr SCALE 32'=Y SCALE:1w.v _.._. .```�`Q�.• �„,�..w.It.p.t � fcLz ozo mTEC 01Nc. DRAWN BY. a u t µs RolmgSbunrgsm os/DATE 0ENS j ATE-.. TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. } COMPONENTS = (VD.4416 N,.avJ-)-- R �aa,6G 6tR S.W. UCIE,WHITMORE DRIVE 20-064 y -t r,�.:pm)ert-t,w,rm:posprt-tan PORT SF.LUCIE,fL 71984 n '* •,.A, jf�W e-mcl UltnoeDaolsom M.E:(M)7.a-90a6.TAA(772)671-8990 DRAWING No j CA-0008716 ' STATE OF WALTER A TILLIT Jr.P.E. �•"' m"'"'m w[ ` SNEFT 2 OF xs SEAL/SIGNATURE/DATE FLORIDA uc.®4,t67 m tr-aw nnv _ S�oAA L EN���,. �rnnn))lll))1Lrt`A 1J ' 2212 / 0 4 Bad• D 15 r 16 ,6 1 SIDE/END CAP 2 HOUSING(BACK&TOP).040 THICK 78 3 HOUSING(FRONT&BOTTOM).040 THICK '�- 4 SPRING BRACKET 5 © @ 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) 17 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR d '® 13 MOTOR BRACKET ® --00 14 SPRING,GEAR&MOTOR BRACKET BOLTS 60' -® 15 HOUSING(BACK&TOP)FASTENERS e� 16 SIDE RAIL(MAIN SECTION)FASTENERS S 17 HOUSING(FRONT&BOTTOM)FASTENERS S /0 18 END RETENTION ASSEMBLY --10 19 OCTAGONAL AXLE FASTENERS 4 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE O i® 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 4 ® 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS 11111• �.I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A; :1, ,' 02020 TRTECD INC. Nautilus DRAWN•� ENS .'•`p�'% RoHHngS6uttorSyalem 09/9/2020 DOTE ' No.4416 7 � EXPERT SHUTTER SERVICES INC. /! TIUJT TESTING&ENGINEERING COHPANI' 9vsn f.m)rT lso'.im ,•1Rira9lae 668 S.W. UCIE,FL DRIVE Z0-06,4 STATE OF o j Pam sT.LUCIE,rt n)G e-maC N W11719I.COIfI DRAWING N° G-TILUT79 PNONL•(e90)]4r-9059.fAY:()72)e]1-0990 WPLTEq A TILLR Jr.P.E. onus ��°� ���,C•�F�()�IQ •'� \` EAL/SIGNATURE/DATE FLORIDA Uo•/44167 an� u SNEEr J°f 26 BOX ®Y/6 do-Y/7 BOX V/9 REAR BOX ®4/9 ' K ®itFaR Y/6 di Y/7 ( _ _ END CAP - �f. - I • (,°END 'CAP--� _. ) _.-. - _ — :END 1 � - � :--END-CAP ;CAP - ' - - --- jSLATS SLATS -'SLLATS r _ #2 SLATS jSLATS SLATS ' tr _-SLATS - -SLATS - 5. A � F- -SLATS SLATS O�8 -'SLATS Oi/8o0�6 •-. _-Sl6ATs 0/8 p O 1/8 _ SLATS Fn ,( a ---.'SLATS 2,18 PIS - .---- SLATS.. _ _ - - _ Ea. END) - (YP . END) � _ BSIBATS. .. - - - SLATS ` 89 SLATS - - ��Y�6 T_S I —NG�/!� 'l/r/ir'/`�/ //•I(f/te i//%� r /t--.":.�kI lf/!'_ ///:1�r•I .r1i SLATS ,/ffvz z rIxlllxl7z J/// 7777177 77777777 STORM& sPACI (SEE sNEr22)d Y/7 B® /V - -1' �Y/6 do Y/7 ' 'Mai.SLAT SPAN I { 9 V/9 -(SEE SCHEDULES ON SHEETS 15&20) - - _ I .Mac'SLAT SPAN, TYPICAL SINGLE UNIT ELEVATION W/0 STORM -BARS,*; ''�* - - (SEE SCHEDULES ON SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATU N.Ts. RE. _TYPICAL'.SINGLE_UNIT- ELEVATION Wf STORM BARS . NOTE: SEE SHEETS 2.&'3 FOR COMPONENTS-NOMENCLATURE. :N.T.S. PROCEDURE FOR S AT INSTALLATION ATION IV^' A WHIR H I R ME I SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/0 - - - STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 1 t'-0'. - - - - I' (a)CURTAIN SHALL START W/#1 SLATS AT TOP.,FOLLOWED BY#2,;#3......THEREAFTER.ALL THE WAY DOWN. EACH SLAT#SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW®1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT_NUMBER INSTALLED BEFORE BOTTOM SLATQMAY-VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLAT B9)MUST BE ALWAYS INSTALLED. _ BARS AND W OR W 0 MULLIONS W HEIGHTS Q/�/ ** .�:SHUTTER HEIGHT LARGER THAN 11'-0'APPUCABLE TO INSTALLATIONS W/O STORM. _ I / / / .LARGER THAN 1t'-0'. ` �DIIIIlI`C -� _. .... _ -..FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) � (a)culzraN SHALL srARr:W B IP _ ���� •N.�(. �� cio2o TLTECD�INc."/'B1 SLATS AT TOP,FOLLOWED 2,"3......THEREAFTER,ALL Q�, - I/ i _ THE WAY DOWN:EACH SLAT-®SHALL CONSIST.OF'MIN. FIVE(5)SLATS OF TIiAT SLAT _ `�y�; ��CENSF ,���y, __ - L.Y-C�Iuf1IuS M.P. NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW®1 SLAT SHALL BE _ , _ ' O- - - RogikgShptta7Sysfarp a6�a/2azo-- CONRNUED UNTIL#10 SLAT IS.INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDRIONAL�f0 = No.4416 •' - - - - -- •--`_ "- `-'SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. - _ - nwT TESTING a ENGINEEwNC'COMVANY EXPERT SHUTTER SERVICES INC. - ��` b x.a.�mn.x s.m vnrau armq n mtee 666 S.W.WHITMORE DRIVE-- ()BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. j ;:6;Omjn=:mopm1n:-:9i 20-064 a- u:tiltscooaoL. PORT ST.LIICIE,FL 34956 STATE OF ` ,(4C` -- G-00057 -- PNONE coo)7W-oolf,fA10 C"2)WI-a990 DRALWxo Ho , FCOR10 O P .' �-" WALTER A TLUT 44.P.E 000.m: our �ii���C'•.,, \�`C SEAL/SIGNATURE/DATE" Ft-OwOA ue./4t167 'SHEET♦ OF 26 • - _ 'Allll/IIIIIIIIIII11H11` _ - , Max.MULLION SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE --.� OT© OT ©il�w=3/1z OR w-4/13 (-©Of Or ON SHEETS 24,25&26) �w-1/10 OR W-2/11 OR Max.STORM BAR SPACING Max.Mas.MULLION SPACING Ii ® REAR W-3/12 OR W-4/13 -BOX (SEE SCHEDULE ON SHEET 22) I (SEE SCHEDULE -I V/9 �O(TYPJ ©OT© OT 1�2} h I r oN SHEETS 24, 25 & 26) { ! / ./•/ 1 l'r r1 111 :! f / l /+/ / l 1 1. /I I BOX ____ ii;'i f i'/,///f./.•...;% '!%// 1,i'/, .f/.;/, /./, f./,a/. ..C/,/i,i'r.%:%/✓%//i%l.%f/.�;%/i; i%'%+ i CAP__ —�. -- r END CAP-- ENDI ii ii i ii Il 'j SLATS I I I f—:.-SLATS j I II II 92 I II II 12 SLATS SLATS I I I 11 b3 I I I I I 03 SLATS� SLATS I II IL I II II _ N I I I I I SLATS ut zd N I I I I I SLATS z I I I I I rn N a. I I I I I ad I I I S5 z N I I I I SLATS to m ut I I I SLATS o_ I = X z (T 1I I' - iI I i'j6 = I II - I I ... I #6Q/8 MWOEW E -TF o LA T. S �j B SLATS SLATS YP.) R8 R 8a � = I I I I r or or Cr i t Or 66 SLATS o R'/ I i R'/8 � SLATS I I I i L -•�'��� or I I I I (TYp. Ea. END) R'/8 I T I (Typ. Ea. END) I I I <I. I I F ..®9 R 8 L SLATS R/8 I R/8 �' I I SLATS j ! _ or TI or or Ii 1 ! i I iI or ii , _R'/8 I I R/8 1 1 L I 1 I I I R'/8 1 1 R'/a I I I 11 l i 1 A10 1 SLATS SLATS J. _ • I i - i/..•',//'/f-% /l'/"lf„ l%; f/,'%//l,�`/.•'r'•'/„•'%r;'l/,•l%<!:';ii:'l:1•. � /.f/,j; :'� ti. I MAX.STORM BAR SPACING '__� OR -i/if/l/ ,w-1/10 OR w-2/iioRi" -� ' Iw-1/to OR w-2/11aR; `• g I (SEE SHEET 22) —.� W-3/12 OR W-4/13 (TYP) T { iW-3/12 OR W-4/13-� ® V/9 (TYPO Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN I Max. SLAT SPAN_ Max. SLAT SPAN SLAT SPAN Max. (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *. ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS W/ MULLION & WZ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O'.APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS &MULLIONS W/HEIGHTS UP TO 11'-0-. (a)CURTAIN SHALL START W/#I SLATS AT TOP, FOLLOWED BY g2.#3......THEREAFTER ALL THE WAY DOWN. EACH SLAT A SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW N1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED:'QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QO MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLATOB MUST BE ALWAYS INSTALLED. ♦` �x FLORIDA BUILDING CODE (Non Wigh Velocity Hurricane Zone) CASE 2:SHUTTER HEIGHT LARGER THAN 11'-O"APPLICABLE TO INSTALLATION W O STORM BAR �•' G s� o2a20 TLTECO Mc. aTTAWN e1`c ** / A EN �9' Nautilus Y.P. MULLIONS W/HEIGHTS LARGER THAN 11'-0". _� Rolling Shuffor System ce/a/2020 (a)CURTAIN SHALL START W/#1 SLATS AT TOP. FOLLOWED BY B2. S3. .....THEREAFTER ALL TH19WAYj NO.4416 •: IL E C®INC. DATE DOWN. EACH SLAT�SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE TIwY TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ADDING SLATS DOWNWARD BELOW®1 SLAT SHALL BE CONTINUE UNTIL q10 SLAT IS INSTALLED��'�p�R,,pp em Na xo.s4 w.tax vwcimn toms,rz a+w 668 S.W.WHITMORE DRIVE 20-064 -'-' * �� Ru.':fwslB�+-+sw.Ew:T�78/+-W+ FORT ST.LULIE.FL i4964 #10 SLAT IS INSTALLED,ADDITIONAL�I10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHII'R�TdQ•• STATE OF / e-moo:taeexeoom.eom MM,(M)74e-9056,r":(772)a71-aa90 DRAWING No HEIGHT. i'Q CA-00 "S orz ' R�0 R IOP WALTER A TLL T Jr.P.E �• i /C FLORIDA Uc. 44167 r/+m SHEET 5 Or.28 (b) BOTTOM SLAT©MUST BE ALWAYS INSTALLED. �i��F�+'• �j ♦CL'E. SEAL/SIGNATURE/DATE d x171)NI11111111LLLLL 5/76'0 TAPCONS W/- POURED- r--S/16.0 TAPCONS XL W/2 1/4'Min. 1"xl"xt/B'OR 2'x2'xl/8" 2 16-0 Min. EMB MENT CONCRETE3 EMBEDMENT& 1"0.0.4.060'GALV. ALUMINUM TUBE.-_- 1/4'0x3/4'ITW BUILDEX TEK SCREWS & YO.D.%O.06'MENT REO•D STEEL WASHER 0 24"o.c. 5 16'0 TAPCONS XL W 1y W/ 1"O.D.xO.060'GALVANIZED STEEL WASHER 0 24'o.c. STEEL WASHER 24',o.c. /r ____.I �!/�%/i/,//f// �/f /�/f/,;y. 2 1/4'Min.EMBEDMENT O � TV` POURED CONCRETE POUR CONCRETE j; .+ �r I OR GROUT FILLED OR OU�Tt FILLED CONCRETE BLOCK 2 ♦4 CON RETU BLOCK �/ / I WALL REQUIRED. W REQUIRED. i• i __ ------TvT------i , � ;; � i -- -ram-'---- %•I '� I EDGE F �..._-_�/ I ,", /, II EDGE OF % YG OPENI --- T" L__IN, •�`p{1li. M 1� OPENING — M IXISTINC / IS71NG I; /% GVSS ' GXLASSN-- ;, G S_ % y (BEYOND) (EYONO) (BEYOND) / III r�� n m i- 2---.1 p SEE ANCHOR =_ -I':—' w L, SEE OR 'i/ 11 s r- ��� pp i t+ SCHEDULES ON SCHE1U ES ON SEE- ¢N SEE ANCHOR ---OF i SHEETS 16, 17 I s SHE 16, 17 '% twt SCHEDULES ON & 18 j 1 twt N o SHEETS 16, 17 r 11 G zo Min. SE ARATION % Min. SEPARATION Min. SEPARATION 70 GLASS TO GLASS % -.K w TO GLASS I ExiERwR w D(TFRIOR —_- �_ N (SEE SCH ULE'S. (SEE SCHEDULES, ,r I EXTERIOR uwi (SEE SCHEDULES, `�_ w ON SHE 15) ! \ ON SHEET 15) OR j',— 6 ON SHEET 15) OD CEf, �$ 0 ohs /8 ° /8 POURED CO ORETE I �� p r• (I 1 POURED CONCRETE OR GROUT LLED—� !' �T 1{ ? CONCRETE B CK '� k^d POURED CONCRETE =�� 1H OR GROUT LOCK ,/ CONCRETE BLOCK WALL REQUIR ;"" !! .� OR GROUT FILLED---•� � ! WALL REQUIRED. CONCRETE BLOCK ;r I WALL REQUIRED. l I 1 i EDGE OF 6 / i EDGE OF 'I J{ �OPENING �� `' OPENING ;; = =� 2 1/1 li_..II 2 1/16• MIN. E.D !=zz 1 1 2'1 2'xO.O62'xCONT.ALUM. / / / r !/�!r/� / !'``� MIN. E.D______._. i. 2'x4"x0.062"xCONT. E ANGLE /5/16.0 TAPCONS XL W/ ALUM.ANGLE 5/16'0 TAPCONS XL W_ / \—POURED CONCRETE 5/16'0 TAPCONS%L W/-I -L 4"Min. EMBEDMENT 0 24'o.c. 2 1/11 Min.EMBEDMENT (f'c=3 k5i Min.)REQ'D. 2 1/4'Min. EMBEDMENT 0 24'o.c. �f 0 24'o.c. WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS.j`' y'/// Y-Y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ``L •..�4i �,,, 02020 TILTECO INC. Alibi • DRAWN BY: INSTALLATION DETAILS ON EXISTING POU K\'CEN* `��' NaNUd1us M" CONCRETE OR GROUT FILLED CELL CONM 'T.44167 c RoLing Shutter System 08 DATE 0 L E C O Inc. EXPERT SHUTTER SERVICES INC. DATE BLOCK BUILDINGS = = TIWT TESTING R ENGINEERING COMPANY env nv.vin.n.sk Tm. camws,n.atm 668 S.W.WHITMORE DRIVE 20-064 *: * •:� /�2�� Pnw:(w .a:sTo.rw:(�m1e]t-tsT1 PORT ST.LUCIE,FL 34984 SCALE: 3/16' = 1' off; STATE OF !'/ A-moC-000 7""com o0 DRAWING No C U-0006719 PRONG(!00)7/8-9056.f/JL•(]]2)WI-0990 4 WALTER A.TILLR Jr.P.E. 14".- O FCORIOP �`� FLORIDA U./44167 n SHEET 6 OF26 i,!'iC�;•,,• •'S\ .E. SEAL/SIGNATURE/DATE 'lll/llllll11ll1ttit,1,�� EXISTING WOOD— EXISTING WOOD 5/16Y TAPCONS XL W/ 5/16"0 TAPCONS XL W/ TRUSSES OR RAFTER TRUSSES OR RAPIER 2 1/2•Yin.PENETRATION 2 1/2•Yin.PENETRATION 111•xt/B•OR 1/4"0a3/4•RW SUILDEX 1"Wxl/8"OR 1 TEKO SCREWS DW BQILDIX & 1"O.D.a0.080•WLV. h 1.O.D.,A.060"CALV. TEK SCREWS W/ _ _ jTEN SCREW"W/ EXIsRNG W000 EXISTING WOOD 1.2•x1/B•T�1TpF� 2.2",1/e• / �-TRUSSES OR RAFTER. STEEL WAS O 24'o.e• (-TRUSSES O RAFTER STEEL WASHER O 24"o.a ALUMINUM'--I 1'O.D.x0.060'GALVAIdZED ALUFDNUY TUBE ! STEEL O.D.a0.060'CALVANRED _-I STEEL WASHER O 24"o.0 STEEL WASHER O 24"o.c. 5/1 , 0 W/z 1/2 Yf APz Xn2 .Y L�•._ '// i' y (2)z"s•OR /r. (z)2",4•OR 218'COM- 2"x6•CONT-. / (2)21,4"OR (2)2"x4"OR = WORD HEADER I W000 HEADER Y` /g^7� ( 2",B•COMr� 2•x6•COMA REQUIRED �� REQUIRED (1\J/) I I ` W000 HEADER ( WOOD HEADER 111 1\ 14 1t 1 1`\ t. REQUIRED « + REQUIRED l H ^r r i EDGE OF \ O EDGE Oi� \ �I�r I EDGE OF, EDGE QE OPENNG , 1•' —M OPENwc OPENING OPENING EXISTING 1 �O CUSS. 1{I 1 EXISTING _ II —`VJ FXIHmIf (BEYOND) I I �i i GV5S;— �..�� i WiMR GLASSSNC BMW (BEYOND). I I!I I O I 1 II (BEYOND) r I I I (BEYOND) I A m 4 ®OR3- 7 N �• (z)214.OR i Yin. I •- SEPAM110N ( DOERDR B i (2)2"xd OR 11 Yn,. i (2)2•,4"OR I ARA (2)2•,6• _ -y TO GLASS 1 `{ WOO CAM 1 I. SEPARATION FS 216"CONT.1 i _6 SEPARATION -I COW,WOOD °y. 1 (SEE SORDNE Oq rs Sty 1 c EYi ,� WOOD STUD 1_._t _ TO G1A55 0 WOOD SR10 I TO GLASS (SEE SON i STUD O 16•' . I tt\\ 9 9HET 20) `1 3 O 16'0 C �` ` \ (aE SOmY[Ox ci ` . O.C.MAX. `�1 _ ) 3 `y 1\ x 3 O IS' O.C. _.. %W 20) s REQUIRED. i�l s ��-^� Wti MAX.REQUISHEET 20 L-- -y 9�T�) MAX(SEE SHEEREQUIRED (SEE SHEET ! '`Sam -T�j"1' '� S�ARATION (bF�S (SEE SHEET zo) .) ky (SEE SHEET 20) t1 T r •I 20) I •' 0!1 SNEEf 21 '� �'_ - O MASS (Six S wa a i •� 1 [SEE �8 \ 0�8s�r 20 0/8 0/9rwsr (z)2•,6:OR I' -SEE ANCHORS I' ANCHORS 1;22"x8• SCHEDULE. CHEULEEDGE.QE I CONT.WOOD \1( ON SHEEP 21 111 EOCE OF 1 I' I L N SHEET 21 OPENING` STUD O 1B OPENRIG� tl I I 1 S T,•� LJ O.C.MAX. >. ,� 1 SEE ANCHORS ~ E o 1 i L1 1/2*.1 1/2"x0.062' (SEE SHEET ,`. �1 , I l E.O. t 2",4'x0.O6YxCOM. I II -�SCHEDULE .; �. xCONT.ALUM.ANGLE 20) i \' E ALUM,ANGLE 1+\\\1 ON SHEET 21 5/16"0 TAPCONS XL !� ` , \\\ 5W/�III TAPOONS%L \• ;`(y`` - I ' \ PE/NETR1AimN/Gn. 0�S , ,.i 0�8 \ \�`-1` �PEfIETRATIONMTn. 2",4.OR 2"xB• \ \'\� 1', `n. O 24•ac. 2"a4'0R 216� ` ,I'�� - \�WAll-NNL91 .2,4.OR 2•:6� { 'WALL FINISH O 24'o.a 2",4'OR O/g 0/EXISTING WOOD . CONT.WOOD ~ ;\ e1� I E%ISfwC WOOD CONT.W000 \.ci6 i ' I COW.WOOD ' E7fISDNG W000 CONT.WOOD .I l DECK OR I BOTTOM PULE DECK OR BOTTOM PLATE EXISTING W000 BOTTOM RATE DECK OR �TTOY PLATE I CONCRETE SLAB REQUIRED I. NCRETE SLAB REQUIRED - \��/ DECK OR I REQUIRED f-CONCRETE SIAB REQUIRED L�! REQUegp. (SEE SHEEP 20) \' - �WNED. (SEE SHEET 20) /'>` CONCRETE SLAB. (SEE SHEET 20) i I REQUIRED. (SEE SHEET . I O REOUIRID.� i `© WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y t INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N.T.S. FLORIDA BUILDING CODE (Non High'Velocity Hurricane Zone) 02020 TILTECO INC. • DRAWN BY: ENS :'�'= Nautilus Y.P. RoHfn mmff*rS , 1 L E C O..... 9 06/e/2a20 NO.4416 EXPERT SHUTTER SERVICES INC. �� TILLIT TESTING Q ENGINEERING COMPANY *: * � aTx x.w.un.a.u w.nemna cNatac n AT,w she S.W. UCIE.F[DRIVE 20-064 I I 7// rnv.:tXayT,-,sw.ra:(Moa1aT,-,n1 PORT ST.W WHIT, SE 34984 DRIVE -O'•, STATE OF ;'��' a- 11:Wi,co�fool.eom pmmm- e6o 749-wfi4.FAc(m)0]1_020 ORAW0I0 H. CA-0006719 ,I %'!O'. F��i����'(:•., WALER A. 0 nLLJ R SEAL/SIGNATURE/DATE FLORIDAU 4.k4.16vE �101 n� SNEEf 7 OF 26 Y AAAAMMYIF1111111T11\T11A`` . min.ED:" � POURED CONCRETE � - •" —in.E.D.--�--i - un ED._ VI OR GROUT FlLLED-�"'', \JrpRO OOR POURED ♦ OI OR .-•,` I� . � POURED CONCRETE BLOCK ',,`` CONCRETE OR fI POURED OpR. J� 1. `(SEE SCHEDULES ON (SEE SCHEDULES ON� ggpt�FlLLED--=� (SEE SCHEDULES ON 4 CONCRETE OR :J CONCRETE OR �' �\ _ GROUT FlLLED—��' I` SHEETS'17&18) 'SHEETS 17 k 18) CONCRETE BLOCK ''SHEETS 17,&18) I OR FlLLFD� ) OK (SEE SCHEDULES ON CONCRETE , *., CONCRETE BLOCK N ; SHE E15 17&18) BLocK ,\ 2.7I �\ f -- - `` \ \ >y ~.�� +1 '\ \'`:� f`q - ✓ * OOk zsba—3.asz oR E \. ♦♦ Z R 4 J A ' • o • OR.1/8•SUP 1/z•.1/4• ..O - 6 4"D.C. -1/z 1 s• OR.1/B BLIP OR 1/8'SUP D.. ®4'`o.c. t/z, i%4 SECTION W/ STORM BARS FLUSH MOUNT'(WALL OR 1/6•BLIP �\ TRAPPED MOUNT BUILD-OUT-MOUNT SECTION P—P (PLAN)' . BUILD-OUT MOUNT m t --� ` SECTIONS_0-0 (PLAN). ' INSTALLATION DETAILS INTO "EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS OR G� j - G DR G L-ti H H i i I i 2.750• ®4°o.c ®4 oc .. -. ®4.o.a '' I1 ! I' A ®4 o.c.. /®$,o.e. t/2'.t/4 "�O 'I i r 1,_ �. A. /v OR,1/8•SLIP :SECTION "(PL4N� 1/Y,1/4 _ 1/2'•1/4' J 1/2 1/4 .^.1/2 1/4 1 _ z.. _ .. I ., _ OR 1/8 .SLIP OR i/8•SOP ' f I2° 1I4• - 1/2 1/4 A..." .� - ORIENTATION t _ - ;� OR 1/8•SUP OR 1/8°SOP ,(n�,(OR 1/8•SLIPM1 - OR t/8 SUPO: WALL MOUNT END UWON .SECTION Q=O'(PLANi, -SECTION Q=Q'(PLANT' SECTION._R—R:(PLAN), SECTION R'=R':(PLAN�: ORIENTATION 1 ORIENTATION 2 ` # $ ORIENTATIONS 1 do t" - ORIENTATION #2 A'. ® (q� WALL-MOUNT END WALL MOUNT END,MUWON WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR,MUWON v -DETAILS INTO M • ,.. - 1, _ T�SCALE.1/4• 1-. UL.. ..,` 1/2','/4• ' INSTALLATION'DE LIONS G.G1- G2 / OR (2) 2"x4` OR , \i .• �,' I.... - - OR / SUP � t. 2'x6' STUD 1 -0. \J• 1 8 (2) 2'x4" OR // _; (SEE SHEET 20) G iP�(SEE SCHEDULE * .- - __ .®•/� _. 2"x6"'STUDS" . ON SHEET 21) ALTERNATIVELY TO QH A - (SEE SHEET 20) ;(SEESCHEDULE MIN. 1/2" 1 i/4"0=20x3/4" ;S.S. :M.S."- t PLYWOOD , - - + + , ON SHEEP 21) I 1 1. W/R NUT MAY BE USED SECTION 0 =0 (PLAN);- t r MIN. 1/2" i ,JI•_ - .. "'ORIENTATION -- PLYWOOD- ( ,. - --- F THIS CONNECTION , Y WALL MOUNT END'rk.INTERIOR If— @OR,©3 1.750'—:2250 2 OR i MY- oR 1/8 suP LrO ®4-O.C../1„ 1/2.1/ �{ilillllfJ(f� _ _ KA t!C i FLORIDA BUILDING CODE (Non.High.Velocity Hurricone Zone)' i+ U OA a�•Q�. T�,, 0 2020 7RTEC0 INC. DRAWN 9i U - Y.P. B LLD 'OUT MOUNT S�: \BENS - - _ _ tylu a 1Vau s ;. .Rollin Sh �, SECTIONS No.4416 = _. 1 L E C O.�ro — 9 '6 DA�D2D nUUT TNsr1ANc•e ETNGINEERIND'COYPANY EXPERT SHUTTER SERVICES INC. I // ..•.nclm�r(mmsl'n�i-'',s�io'." ;"f�m` ,-,�a,w ace S.W.wBmmRE DRIVE 20-064 - INSTALLATION DETAIL'S INTO EXISTING.WOOD�BUILC'�J�S STA E OF ::�� '. "° oD 87�18�'m PORT ST•LUCIE,FL s4964 DRAWING No :1 SCALE,4'.,,•-, .---"."._. 000nu / - .-•, - Q•• F� ' WAtt101 A n067 9'P.E. SEAL/SIGNATURE/DATE FLORIDA UT..L .441 67 mE n- 1+a9 our 91FET 8,DF 21= I IUNA - - - - ' 1=-4 1/2 Min. E.D:-=;---3'--=�-4. 1/2 Min. ED ,FOR 3/8"0 CALK-IN ANCHORS '(4) 3/8^OCALK-IN ANCHORS OR - 3 Min. E.D.--- �-•-3 Min. E.D. FOR 1/4.0 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR " 4 Min. E.D.— 1--4 Min. E.D.--I--FOR 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS (4) 3/8"0 KWIK DOLT TZ EXPANSION ANCHORS OR (4)�ANCHORS• PER —3 1/8"Min. E.D. '-. 1/8" Min. E.D.-I-=FOR 5/16"0 TAPCON XL ANCHORS 5/16'm TAPCONS'XL W/- /6 0 TAPCON XL ANCH 1^I--3 _1 '- �•SEE STORTABLE 2 ON SM BAR HEET 23 EDGE OF SLAB " EDGE OF SLAB 2 1/4"Min.EMBEDMENT I - -- (Typ.TOP& BOTTOM) (4) 5 1 ORS IF APPLICABLE .. .~pPPl1CABlE- "4 ..STEEL WASHER•®24 o`.c` _ :K , • 4'Min.X ," 2" a. - II 2" #. POURED CONCRETE :� ;_ 2"x2'x1/8"x0'-5'(6063-T6 ALLOY) POURED CONCRETE'p ALUMINUM ANGLE EA SIDE W/ , (fc-3 Ksi)5'min. II -(-_ `''�\•-�- „(f'co3 Ksi)5'min. y - I" 2' 41 ®, (2) 1/4"0-14x3/4" ITW�UILDEx TEK _ THICK REQUIRED 'I ,) '`_ --5/16'0 TAPCONS XL THICK REQUIRED. .i '_ SCREWS TO STORM BAR K . 'I '/ `' W/2 1/4'Min. / , , J, 1 r--'--5' ..T TOP &BOTTOM) EMBEDMENT h ✓`i (YP , 1'0.0.x0.060'GALV. If I - I \ STEEL WASHER m 1i ) -c �, SECTION S S,• n I I 24'o.c. a z' ® � I Box : MACHINE SCREW RUY ' W9E00ED'INFO ANCHOR II I ...Box �IF' (• "• ^ANCHOR f 1' Min. FORC:-_ If,- WIND ZONE = ' 3 t '_ y i I I II I i DETAIL A 91 I I - II >Ic 1/4"0-20 OR 3 8-0-16 MACHINE SCREWS USED JOINTLY-W/ : 2"Min FOR t SEE STEP J ON.SHEET 14 FOR SPECIAL N ,0- q - - .. - -1 4"0 x 3/4^SOLID-SET OR 3/8"0 x 1 1/4'CALK-IN ANCHORS WIND '� TREATMENT FOR WIND ZONES 1 THRU 3 N r 7'Min. FOR II �~ -' - / RESPECTIVELY SHALL BE LEFT TOGETHER W ANCHORS AT-THE TIME u—1 w WIND ZONE I STORM BARS ARE REMOVED.(SEE DET.A). _ II �!'Min. I SEPARATION TO (2)ANCHORS* PER ' I GLASS w w I STORM BAR CONNECTION, '- ,(SEE SCHEDULES ON —" - _ 2" Min. FOR it I- I ' , =SEE TABLE 3 ON SHEET 23 - ow' A'SHEETS 15&.16) I w -WIND ZONE--fl y •BETUND - ' (Typ. TOP'& BOTTOM). - - 4 - .. ., II' ( 2 3 8"0 CALK-IN OR. I (JAI' IXiEft10R N I Min (2)-1/4'0 SOLID-SEX ANCHORS OR SEPARATION TO ..Ir' -I1 -4' - -in '.II I rn _ GLASS - - (2)3/8'0 KWIK BOLT TZ IXPANSION`. II (SEE SCHEDULES ON I , .�A ANCHORS OR 1' - p 0 U SHEETS 15'& 16) I .. (2)5/16'0 TAPCON XL ANCHORS 1 -v 6 Iiie EXISTING-11 -O GLASS`, 11, •' EXISTING 2 771. — — ' .2 -x0• 5- (6063 T6'ALLOY) _-. � !"A '• ® ALUMINUM ANGLE E0. SIDE W/ - ,I. S1 S1 -(2) ,/4'0-14x3/4"TTW UILDEX TEK GLASS �i L - I 0 r---i - SCREWS TO STORM BARK Il I (TYP-TOP/BOTTOM)II I I ((TYP.TOP/BOTTOM) (Typ. TOP & BOTTOM) ® s I B �� SECTION S1-S1 , (TYP.T�/80TIDN)Ij I. 'I \ (1YP.TOP/BOTrou) <II II M /ED/ -4- N. .• A _ - If I` - - • POURED CONCRETE/ / I _ ED. f EQ 1 1/2"x1 1/2'x0.062%CONT.ALUM. - l• ® c (Vc-3 ksi) 5'min. 5 16'0 TAPCONS XL W/ , O ANGLE W/5/16"0 TAPCONS XL W/ THICK REQUIRED / -T p 1/4'Min. EMBEDMENT 0 24"0.c. 2 1/4"Min. EMBEDMENT , �'//.�����llliil�'f./j-•`://i I�;//i///r/�1 ®24"o.o. j EDGE OF SLAB I POURED CONCRETE LEDGE OF SLAB 1 WALL MOUNTING " APPLICABLE 6',°„W IQCK REO.O ( I IF APPLICABLE ```��lIIIIII 11ll1�1�p� FLORIDA BUILDING CODE(Non High Velocity,Hurricane Zone) ---4 1/2"Min. E.D,---{ 1/2' Min. E.D,-•-FOR 3/8'0 CALK-IN ANCHORS `\%��•`x.R...I I,C, J♦i♦' 02020 TiLTECO INC. • L�3 Min. ED.-----fff I^--3"min: E.D.----I•--FOR 1/4'0 SOLID-SET ANCHORS`:�P.••��CENSF.9 ��� Nautilus M.P. r (L�- 4 Min. E.D. �a'Min. E.D.�FOR 3/8.0 KMK BOLT TZ EtPANSTCIPANCHBr�5 s - Rownyma ierSystem 06%6/2020 - - t-3 1/3"Min. E�3"---3 1/8"Min. E.Dt-{—FOR 5/16.0 TAPCON XL ANCHO9 NO.44167 IL E C O�Nc. EXPERT SHUTTER SERVICES INC. DATE I LLD^1 IA�R ENGINEERING�COMPANY 66E S.W.WHITMORE ORWE :(.WJf6r1-lssa.ru:cxa)en-1sv 20-064 S, PORT 5T.LUCIE.FL 34984 ` FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR O, % o'•, STATE OF j�'� e man:6R�oaoLwm �p (6pp)�4p_ppSO, (m)6T1 ISO OUN7Ha Nc f SECTIONS V '.�r'., �OR1D `A-0006719 aa�W xW I F P WALTER A.Tc1R Jr.P.E. / - ♦ FS "C E. SEAL/SIGNATURE/DATE FLORIDA Lk./44167 mn-w rw SHEET 9 OF 26 { SCALE:3 16- 1' ///IIIIIIII10111NN `- - - - - -----9" Min. E.D:-- ----?' Min. E.D.----- _.FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION I-2", _ 1 1/2'— 3" - 1 1/2" I- 1 ANCHORS 0 END AND INTERIOR MULLIONS /' - `I F"' ©&® (ORIENT TION #1)AND END I I ! + MUWONS©&G1 (ORIENTATION #2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION 1 1 9" Min. E.D.- Min. E.D--- -ANCHORS 0 INTERIOR MULLION® I i (ORIENTATION #2). O\, I EXTERIOR ^I EDGE OF SLAB 7T-� + r-�T7 ',EDGE OF SLAB EXTERIOR IF APPDCABLE. 1 I I l 1 I I I 1 q1'APPUMLE (6061 T6 ALLOY) 4" 6" (6061-T6 ALLOY) I `,�1.\.\,`•,`\�..•`•\:�`^\� �, ilivl`,\4"\\`'- `.�-.\.,\�.\ Alum. ANGLE EA. SIDE W/ I __ \�;.�w\�\.�`.\�\\��\'\��l_4 I 11�.\\\\\,`\�\••�i:�1+.\ 3•x3"xt/2'xO'-4" (2) 3/4"0 T U BOLTS -._1. 1 POURED CONCRETE ii ) LL_ ° LJ (6061-T6 ALLOY) Alum. j TO MULUON1/2' / 62q, ANGLE EA. SIDE W/ (2) --i (1) 3/4.0 KWIK BOLT TZ' -O- —} (f'c = 3 ksi Min.) 3" •®- I -�J- 3/4"0 THRU BOLTS TO 1 1/2- EXPANSION ANCHOR I 1 I/2' 8'Min. THICK REO'D. II I T MULLION@& (1) 3/4'0 �®--{• W/ 6' Min. EMBEDMENT 1 II L- KWIK BOLT TZ EXPANSION ` 1 1/2' TO POURED CONCRETE 3".--1 3"- J n EO.--!- E0. 1 ANCHOR W/ 6' Min. i —� (Typ.TOP & BOTTOM) �-8'•---i EMBEDMENT TO POURED I{ I ii I CONCRETE (Typ. TOP & f---4"---i I EXISTING-''11 I BOTTOM) CLASS I SECTION X1-X1 W/ ALTERNATIVE SECTION X1-X1 W/ zm^ Min. (END & INTERIOR- MULLION) (END & INTERIOR MULLION oou n I--- G OR G1 W ORIENTATION n`) O (W/ ORIENTATION # 1) F N (6"X4„) (4"x6') " " " z II 3'x3'x1/2'x0'-4" ~_2" I 1 1/2 1 1/2 1 1/2 1 1/2 —_g•_.,_._ r. g"�:�-.- N II F' -'I m II (6061-T6 ALLOY) � R I EXTERIOR Alum. ANGLE EA. SIDE W/ w II (2) 3/4.0 THy_U BOLTS -I 3" -�- I 3• _O__ - 3- o= TO MULLION Z II (1) 3/4.0 KWIK BOLT TZ j ao II ® EXPANSION ANCHOR I -� G1 GT ti, --�- y w Q 8 Or_! � I / W/ 6' Min. EMBEDMENT TO I l I I / %���� ry Q 8 Or POURED CONCRETE I I { EXTERIOR z o (rrP• I ( 4'DWI I I I a" o w R/8'or �� r R/8 or TOP & BOTTOM) I It �I I = R/8 n I R'/8 BI-T9(TERIDR w II I G 1 1 1/2' II - 1 1/2• (TIP.TOP/BOTTOIA 1 1 2' •-3"x3'x1/2"xO'-8' (6061-T6 ALLOY) /A.m.ANGLE'EA. SIDE W _ ALLOY) X1 !, I X1 / Alum.ANGLE EA SIDE W/ 2) 3/4"0 II (TIP.TOP/BOTTOM) �- —'T' Alum.ANGLE EA. SIDE W/ z) 3/a"o I; EO. EO.-, - I 1 1/2• THRU BOLTS TO MULLION & (1) THRU SOUS TO MULLION EX GN O (2) II I 3/4.0 KWIK BOLT TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6' Min. ANCHOR W/ 6' Min. EMBEDMENT TO EMBEDMENT TO II POURED CONCRETE (Typ.TOP& * POURED CONCRETE (Typ.TOP & BOTTOM) SECTION X1-X1 W/� BOTTOM) POURED CONCRETE / '/=i/�/ "/%j1K R• ' `✓1 i%f'`;�/;��j4tr(r'c = 3 ksi Min.) (END & INTERIOR MULLION) (END MULLION ONLY (INTERIOR MULLION ONLY I1 Y'i •'�,`.r !:,t' B• Min.THICK REO'D. , , 1 (W/ ORIENTATION 1) ALTERNATIVES SECTION X1 Al W/ EDGE OF SLAB] L1 -3 IF /OAPPUCABIF GE OF SLAB (8"x4") I ORIENTATION l 2 I 1 IF APPUCABLE• (4"X8") FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION in. E.D. " Min. E.D. -ANCHORS 0 INTERIOR MULLION (ORIENTATION #2). • SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY -9"Min. E.D.--�- FOR (1) 3/4"0 KWIK BOLT TZ EXPANSI I,y ANCHORS 0 END AND INTERIOR WI FLORIDA BUILDING CODE (Non High Velocity Hurticane Zone) ©&® (ORIE TATION #1 & /T /i/ 02020 TILTECO INC. DRAWN BY: END MULLION Gt (ORIEMA'Tl '2 EN •_t/�%i Nautilus yP• FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS n OR �' �\G S RO1hng5hnfferSyBftxn 06/8/2020 SECTIONS W-1 = N0.441 ` IiL E C O ewe. EXPERT SHUTTER SERVICES INC. DATE TIWT TESTING e.ENGINEERING COMPANY ana xw.—s-—JW. —Q6®On4 n.... 668 S.W.WHITMORE DRIVE �/.� .r",:<Tasprl-1611 20-064 o-mml:Ltteco06cl.com PORT ST.WCIE,FL 34884 DRAWING No END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION = STATE 0 ` CA-0005719 NQNE:(80o)74 9056 rFA(772)571-0910 9•. /` WALTER A TILLR Jr.P.E SCALE: I/8'= 1' %�0,��,. CO RID :,•��\ SEAL/SIGNATURE/DATE FLORIDA Ue.S 4 67 mlre« SHE of s6 / •//lllllllll llllltllTtt�"` Min. E.D. Min. E.D. S4)ANCHORS—•� I i 3'x3°xi/2°xO'-4` I"(SEE SCHEDULE OI)_.-'1 r-(SEE SCHEDULE f/1q `SEE SCHEDULE #1)' I I I (6061-T6 ALLOY) I I ) OSEE MAXIMUM©(INTERIOR)&GI (END&INTERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SLAB; I EDGE OF SLAB -� -� 3' Alum. ANGLE EA. I SPAN COVERED BY SCHEDULE 1b'FOR INSTALLATION CASES 1,10&H ON SHEET IF APPUCABLL _1 1 IIF APPLICABLE SIDE W/(2) 1/2.0 I 3 25. �� ` --i. THRU BOLTS (LIMITED LOAD,MULLION SPACING AND SPAN INSTALLATION): mot,`\•, •� I TO MULLION®1 ,�,,`�\`� \'•,,.\�. \ �,�'•.I`�\ NS'WLVIW OlSE I -RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH 360.8 T`- (S 3 I 4`EXTERIOR I pa.L MA7(IMUM AS.D.DESIGN PRESSURE RATNG, �/ I I 12'-0'MAXIMUM MULLION SPACING. jj 3° LPOURED CONCRETE 3'x3"x1/4'xO'-8" I I I 1. SEE SCHEDULES#1 &82 FOR ADDITIONAL SPECS. II (f c -3 ksi Min.), (6061-T6 ALLOY) —"I' EXTERIOR it L__ SEE SCHEDULE I)1. Alum.ANGLE EA. SIDE 1 1/2' G 1- 8` NSINWION dff b-RESIDENTIAL AND COMMERCIAL APPLICATION W/360.8 pat II W/ (2) 1/2'm THRU - --♦� I MAXIMUM A.S.D.DESIGN PRESSURE RATING,8'-0' II I BOLTS TO MULLION 1 1/2' IWIMUM MULLION SPACING. SEE SCHEDULES 01 &g2 FOR ADDITIONAL SPECS. GLXAI"c`° I ALTERNATIVE SECTION X1-X1 W/�# 1NSPHAIW G1g H-COMMERCIAL APPLICATION FOR t1110.0 pat MAXIMU1d AS.D. II 1° 1 1 1/2 DESIGN PRESSURE RATING,8'-0'MAXIMUM MULLION (4�x6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) T SPACING.SEE SCHEDULES 11&12 FOR ADDITIONAL Z II Min. �- �. -- D u —' GOOR G1 11/2' SPECS. n — I (2)ANCHORS g a it --: 1 --6'-- 1" (SEE SCHEDULE 82)r2` ,ri II I 3'x3'x 1/4"x0'-8'__� I-- z N II i (6061-TES ALLOY) \ I I f ALTERNATIVE SECTION X1-X1 W/ G1 II Alum. ANGLE EA. SIDE _ T o n 13OLTS TO MULLION c1 O _} (4"x8° INTERIOR AND END MULLION W/ ORIENTATION # 1 O 4• SCHEDULE 11 I Q/B Or _ h._1�,+� — Q/$ Or I EXTERIOR YIH.SUB MIN.EDGE w= _ 1,.___ I + INSTALLATION THICKNESS ANCHOR TYPE&SIZE TYP.TOP&BOTTOM MIN.ANCHOR DISTANCE FOR o N R/8 or n� — \� R/8 Or CASES ( ) EMBEDMENT (4)ANCHORS-- � REO'D. ANCHOR �w R��B U I R'/$ (SEE SCHEDULE �1)�`• I 1 1 2' w 3/B'0 HILT INC HUS-H SCREW&J/8"0 POWER FASTENER I �- -- -�2• WEDGE-BOLT ANCHOR FOR©&®(INTERIOR)MULLIONS 2 1/2- 5 1/2' 1 W/ORIENTATION/2 8'- J * I {• /2.0 HILTI INC HUS-H SCREW&1/2.0 POWER FASTENER ALTERNATIVE SECTION X1-X1 W/(G /ORIENTATIONE- L r,OR FOR®(END&INTERIOR)MULLION 3' 6' 1 Xl ii I ® 1/2"0 HIM INC KWTK 13OLT TZ ONLY FOR©&®INTERIOR TOP/BOTToM)o I X1 (4"x8" INTERIOR MUWON ONLY W/ ORIENTATION # 2) IALIoNs w/ORIENTATION 12)&®(END MULLION w/ 2 1/2- 5 1/2' i II 1 (TYP.TOP/BOTIOM) _ ORIENTATION/I). IJI 11 3'x3`x l/4'x0'-6' L 4 1/2'0 HILTI INC HUS-H SCREW& 1/2"0 POWER FASTENER II 1 (6061-T6 ALLOY)Aum_. E-BOLT ANCHOR FOR(O&®(END OR INTERIOR 3' 6' II j i ANGLE EA SIDE W/(2)_`,, --__- -1'F UWON)W/ORIENTAlI0N5/1 OR 82. 1/2'0 TH BOLTS TO NLY FO j 1/2.0 HILTI INC KINK BOLT 1Z OR G&®INTERIOR _ _ _, j MULLIONG7 ( MULLIONS W/ORIENTATION#2)&®(END MULLION W/ 3 1/4' 7 7/2' OPJDFTAT10N g1). ' '���•' 'i/�/�'f l/ '•''���'' /I/EDGE OF SLAB G1 �"�- 6'B'EXTERIOR H 6' 1/2'0 HILTI INC HUS-H SCREW OR 1/2.0 POWER FASTENER O-- GE-BOLT ANCHOR SEE•NOTE ON SCHEDU lb' N EDGE OF SLABI IIF APPLICABLE I j HEET 25.VALID FOR END&INTERIOR MU U & J' 6' '� Min. E.D. I Min. E.D. I W/ORIENTATIONS#1 OR 82. IF APPUCABLEil-(SEE SCHEDULE #I) -(SEE SCHEDULE #1H (4)ANCHORS .__ _ _ POURED CONCRETE (SEE SCHEDULE ®1) -� 1-� SCHEDULE#2 We=3 ksi Min.), I I I ( INSTALLATION MIN'SUB MIN.ANCHOP MIN EDGE SEE SCHEDULE #1. 1 1/2'�! .� -q'-- -3°-�i CASES THICKNESS ANCHOR TYPE&SRE(TIP.TOP&BOTTOM) EMBEDMENT DISTANCE FOR ALTERNATIVE SECTION X1-X1 W/ REOD. ANCHOR h•FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS n OR ' 5/0.0 HILTI INC HUS-H SCREW&5/8'0 POWER FASTENER 2 1/2- 7 1/2- CGS) R 4 WEDCE-BOLT ANCHOR. SECTIONSw-1 (4"xB" INTERIOR AND END MUWON ONLY W/ ORIENTATION # 1) ��� "III 4Uii AAi 0202o nLTEco INC. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION .���� ...:... ��. _ Nautilus °�'�M.P. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN LA I '9 ' Rotting S6Mtler Syslem OB/EATE SCALE 1/8 - 1 _ 1 L E C O IMe. EXPERT SHUTTER SERVICES INC. �� _ ND•44167 TILLR TESTING&ENGINEERING COMPANY N.1,.aex.sl,sM aw,xaaau(wauA)nma s�,. 668 S.W.WHITMORE DRIVE 20-064 .r.,, ,-, PORT ST.LUCIE,FL 34984 • SIDE RAIL QD AND BOX NOT z CAm�e 119 .e°m R10NG(loo)TJf-11=,TAte(772)WI-090 DRAWING Ho SHOWN FOR CLARITY = a' STATE OF WAITER A TWTUt.P.E. Ma ���0' FCORIOP \C�� • SEAL/SIGNATURE/DATE FlORIOA Uc.8 u167 nA� sNEcr tanoFz6 EDGE IF APPLICABLE 2"xMULLION DEPTHxt/8"Cont. TUBE (TOP & BOTTOM) W/ I \.,'•�" f 1\\ I .1/4"00/4'ITW BUILDEX TEK SCREWS 7 3/4" f++ }5/16"0 TAPCONS XL W/ 2 1/4" j W/ 1.O.D.xO.060•GALVANIZED STEEL MIN. E.D. 2 1/6" `� 1Min. EMBEDMENT 0 24"o.c. Z% WASHER 0 24"o.c. Min. E.D i EDGE IF APPLICABLE EDGE IF APPLICABLE 7 3/4- Min. - I CONTINUOUS POURED-�_` \ 2 - 7' CONCRETE(1'c=3 k4 Min.) I I (-`--�_ 8" Min.THICK REQ'D. �••. "j-" ,J!\`; I 7 3/4" Min. E.D. 2..`. END CAP �};+ 2" `\ - \ POURED CONCRETE \ •` I- 7 3/4" (f'c = 3 ksi Min.)— E1RE7110R POURED CONCRETE a Min. E.D. !EQ.!-EQ.- 1 8" Min. THICK REQ'D. ;\. (f'c = 3 ksi Min.) -- 4'EXTERIOR 4"— 1 ;� 8" Min. THICK REO'D. ` z;^a \ EXTERIOR OR G1 ---II I 1 2' ^ ^�, \\�0R G1 2". ��-' =1 [©OR G1 NN ® II I ® ;� - 7 3/4" Min. E.D�-�_`2•` I Q/8 or ii Q 8 or 7 3/4" Min. E.DI-. -� I ~w R/8 or n R/8 or I yam_�• 4'4'x3/8' (6061-T6 ALLOY) 7 (6061-T6 ALLOY) o v=i R./8 Rr/8 ' — \"7lum.ANGLE EA SIDE. EDGE IF APPUCABLEJ Alum.ANGLE EA SIDE. l—�f1 EDGE IF APPLICABLE 0 �F=T 0 o GxA55�j Min. I I -��ALSO INSTALLED TRAPPED MOUNTEDSECTION X2-X2 W/l�OR �* ALTERNATIVE SECTION X2-X2 W/(G)OR �* 3� PER SECTION R'-R' ON SHEET 8.) END & INTERIOR MULLION) FEND & INTERIOR MULLID)N w " I I (W/ ORIENTATION P' 2) \;\. `� \ (W/ ORIENTATION 1) M N �•j`.\.z 1 j16'\•, � (4"x6" or 4"x8") Min. E.D 1 1 1/2'xl 1/2"xO.062'xCONT. ALUM. (6"X4" Or 8"x4 7 3/4" ''-"--- - i ANGLE W/ 1/4"Ox3/4" ITW BUILDER MIN. E.D. \I I I LTEK SCREWS ® 24" o.c. TO TUBE.� L� — ti -Q----I—r • SIDE RAIL QD NOT SHOWN FOR CLARITY j• CONTINUOUS POURED---_.,\ CONCRETE(rc=3 ksl WF.) 10" 8" Alin. THICK REQ'D. \' 1 (TIP.TOP/®0TW) 1 /2" E_---- , i 1 1/2• (TYP.TOP/wrlw) ,---- �+ 7 3/4' 4"x4'x3/8"xO'-10-(6061-T6 ALLOY) Alum. ANGLE + MIN.I E.D. .• EQ- EQ-I`EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR (1 111 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) W/5'Min. EMBEDMENT TO POURED CONCRETE /T�' • +'•�`,\•\ •'''•-\ �� p C2020 ITLTECO INC. r20-O64 WALL. (TYP. TOP & BOTTOM). Na u tal us EDGE IF APPLICABLE' , P.••' E •.✓. ��, �\C EN RollfngShnHerSysfom WALL MOUNTING:MULLIONS.�OR(�9 - �Nc. POURED CONCRETE WALL s N0.4416 TILur TrsTINc a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 *; * / " ��y1_1yp "mealy ulna 66e S.W.WHITMORE DRIVE PORT ST.LUCIE,FL.34984-man:Ult"e"®9o1.9om PHGML•(oee)749-90B,FAx:(7r2)ert N"END&INTERIOR WALL MOUNTED MULLION INSTALLATION ?`p" STATE 0 �� WAL7ER A�TI06719r.P.E/ 0�" F(ORIB .4.SEAL/SIGNATURE/DATE RGR®AUc.B 44107 SCALE: 1 8" 1' �C•'_•.... 'rZA//ll/fllllllt(11111Y``\\ r 1/4'0x3/4'rTW BUILDER TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE- 2'xMULUON DEPTHx1/8".Cont. / W/ 1 0•0.-0.060"GALVANIZED STEEL 1 , - / WASHER 0 24' O.C. \ \\,•,.;• 1 �•.��\�\ \, ALUM. TUBE(TOP&BOTTOM) W/, EDGE IF APPLICABLE -——— 5/16.0 TAPCONS XL W/ 2 1/4- 7 1/2"Min. E.D. 7 1/2' Min. BD \ Min. EMBEDMENT O 24" O.C. / 1—_ I 222 MIN. E.D. .l,� / T- .�V-~�• 7 1/2- Min. E.D. T 1 -2" j'---' - "• POURED CONCRETE \� POURED CONCRETE (Vc = 3 ksi Min.) ti 3 1/2- _ I \ / (f'c 3 ksi Min.) �"fXIERIOR 6" Min. THICKNESS_.�� EXTMOR _ 6" Min. THICKNESS �- Via- \` ®- I REQ'D. �\ t I 1 I 2' I-- =� ©OR G1 2 \\F4"x4'.1/4" -j---7 1%2' CONTINUOUS POURED-/ �\IEQ.--E0: I END CAPJ,_�—�, 41Min. E.D.CONCRETE ft=3 Iei Min,) I 7 1/2 Min. ED. 2'• I L'--l" 26'Min.THICKNESS I _ 1 t 7 1/2"Min. E.Dzo REO'D. I4 `4"x4'xl/4' I __ y (6061-T6 ALLOY) - - , 6061-T6 ALLOG�OR G1 EDGE IF APPLICABLE aum.ANCLE FA SIDE. GLE EA.SIDE. EDGE IF APPLICABLE I DMOR y I I ALTERNATIVE SECTION X2-X2 WI G OR * ALTERNATIVE SECTION X2-X2 W1 (Gj1* ® INTERIOR MU LION (END OR& INTERI MULLIONS) Q/8 or ii i I Q/8 or (WJ ORIENTATIONS 2) (W1 ORIENTATION) (4"x6 or 4" "x8") (8"x4') R/8 or if I I R/8 or w I R'/S ii Z(, �_� R'/8 0SEE MAXIMUM© G1(INTERIOR) & (END & INTERIOR) WALL Jw -t-Ti -�J I MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR �w I(-Min. I I (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 �� EXISTING 11 j-�BE ALSO INSTALLED TRAPPED MASS ~ ) � MOUNTED PER SECTION R'-R' (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): ON SHEET 8.) INSTALLATION CASE Y — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. 7 1/2• Min..E.O "_ti )�" L1 1 f2"xl l/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE \ jF ANGLE W/ 1/4"0x3/4" ITW BUILDER ` RATING, 12'-0" MAXIMUM MULLION MIN. E.D. TEK SCREWS ® 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO (--_ --_= I 1 174 CONCRETE W/ HILT( INC HUS-H OR POWER FASTENERS WEDGE-BOLT 3 1/2" \ I l I ANCHORS. 3 1/2"6" ` I IX2 INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR ±100.0 �/wI70°) 1 1/4" �'— (T)P.TDP/6DnGu) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" T ` 1 1/4' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1�/2" CONTINUOUS POURED �' + L4 7.4-X7/4"x0'-6-(6061-T6 ALLOY) Alum.ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE(17c=3-0`, EQ—EQ- FR SIDE W/ (2) 1/2'o THRU BOLTS TO MULLION vw 6"Min. THICKNESS\' & (2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR + SIDE RAIL.\N\\REO'D. ��\\ W/ 3 1/4" Min. EMSEDME14T TO POURED CONCRETE ONOT SHOWN FOR CLARITY WALL (TYR TOP&BOTTOM). (jl(f1IllTJ,(� i EDGE IF APPLICABLE ``�\ A fl A - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) _WALL MOUNT)NG:MULLIONS•G)OR(G� �.�`P~.•••• •••.• ` POURED CONCRETE WALL ^� \CE(�5+� v �.� ozozo nLTEco INC. A�al�illuS D�U SECTION W2 i Nautilus U.P. NO'44167 ':r': ,�' ' Ro1 9sboirersrseD,., 08/8/2020 �}: ,IL EGC INC. DATE SEND&INTERIOR WALL MOUNTED MULLION INSTALLATION= :)k a 71LLJT 7ESTINC$ENDINEERING COMPANY EXPERT SHUTTER SERVICES INC. , STATE F �/ �� `�" < w SOO. . c ',v'," ° 6DB S.W.WHITMORE DRIVE 20-064 q. Q� a-mall:NteceAeel.00m PORT ST,LUCIE,FL 34984 DRAWING No APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING L rzlS, w'� �_a�87B PNGNE•(DDD)748-9050,rA (n])871-me. SCALE. 1/8'a 1' q J `�! WALTER A TI(LJf Jr.PS a+o>na ma 4n.N, oomnw �i2j t$'/O�'J'�' � P.E. SEAL/SIGNATURE/DATE Fl.0RI0n Uu J 44787 w 1>r.. n sNEEr nA oT z6 . i_.---a Min. E.D"-----------9 Min. E.D.----.---FOR (1) 3/4"0 KWIK BOLT JZ EXPANSION ANCHORS 0 END MULLION U 3"x3"xt/2"xO'-4" (ORIENTATIONS #1 & #2). (6061-T6 ALLOY) Alum. I 1 1�2" ANGLE EA. SIDE W/ (2) j FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION I"�-I- -' --g^ Min. E.D.----I I --- --g^ Min. E.D.--- --ANCHORS ® INTERIOR MULLION® 3/4.0 THRU BOLTS TO _-i _-1 11/2" . MULLION & (1) 3 (ORIENTATION 2 �) KWIK BOLT TZ EXPANSION - I EDGE OF SLAB I (EDGE OF SLAB ANCHOR W/ 6" Min. IF-APPUCABLE"� 7 IT"7 EMBEDMENT TO POURED IF-APPOCASLE CONCRETE (TYP TOP & BOTTOM) 7" E10ERIOR POURED CONCRETE) IIL J L (Pc = 3 ksi Min.) 11 3 1 I6" Min. THICK REO'D. II ) II L u `I 2•-a 2 EXI SS STING SECTION X3-X3 W/ �_n+in. oN ii I —C+2 (END MULLION ONLYI I 1 1/2^ 1 1/2" (W/ ORIENTATION a 1 EXTERIOR ) 11/2^ t t/z^ I --T (7"x4") ^4"�—j — ? jl I I —� "O• � 3• +-- — o j� 4" EXTi3tI0R C ' 4" IXTFRIOR N� I Oyu I X3 u I X3 `---7^---- - —r---I t (iYP'10P/BOTTOM)II I (TYP.TM/6070N) L3"x3"x1/2"xO'-7" (6061-T6 ALLOY) Z3"x3"xt/2"xO'-7" (6061-T6 ALLOY) 1 I EO.,:--EO. 1 Alum.ANGLE EA. SIDE W/J(2) 3/4"0 Alum.ANGLE EA. SIDE W/ 2) 3/4.0 U7 THRU BOLTS TO MULLION & THRU BOLTS TO MUWON & POURED CONCRETE (1) 3/4.0 KWIK BOLT TZ EXPANSION (2) 3/4-0 KWIK BOLT TZ EXPANSION It _�. 3" r(f'c 3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO 11 f6u � ,�-- t" I ! 6" Min. THICK REO'D. POURED CONCRETE (Typ.TOP & POURED CONCRETE MD. TOP & 1._ � 1 BOTTOM)T BOTTOM) LE /�11I i ND MULLION ONY) INTERIOR MULLION ONLY EDGE OF SLAB I L�, `,. Jill (EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ G?* IF APPLICABLE; j I IF APPLICABLE U ORIENTATION P 2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4°X7") 9" Min. E.D. �•---9" Min. E.D.— •i-ANCHORS 0 INTERIOR MULLION® SIDE RAIL(D)AND BOX NOT SHOWN FOR (ORIENTATION #2). _ CLARITY. Min. E.D.- FOR (1) 3/4"0 Ky71K BOLT f�lIwll/ ANCHORS 0 END MULLION �� �. I�(� Ixl FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (ORIENTATIONS #1 & #2);1�A��•.••"""••. J oza2o mTEco INc. • DRAWN BY; FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G2 _ �\CENs S.)) Na lj tjjjjs M.P. Hing ShutterSystem De/BA/T2EozoNo.441 ILEC DSECTION W-3 ® TILUT TESTING&ENGINEERING CCUPANY EXPERT SHUTTER SERVICES INC. 7 !/ `p�l,� C)9 M l-A.SU.Jhl.Y.xtlNN 4WAG6,n.]] 666 S.W.WHITMORE DRIVE 20-064 nwe:<sD�j•n-Isso.r".:{xsinl-Im, END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 9 STATE OF ;���` CADIWDE 19 cam PORT ST.LUCIE, 34914 DRAWING No PNDNG(4D0)2�9-4038 iAx:G'n)871-0890 SCALE: 1 A" 1' '',,��iC'•.,COR1D w4TERA Twr 44 7 / n v rLCRIDA Uc.B 44167 r-• SNEET 12 OF 26 �x S' � '••A" \A��-0.E. SEAL/SIGNATURE/DATE //f1111111111111 O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE lb' FOR INSTALLATION CASES L la & II EDGE OF SLAB I`(SEE SCHEDULE #1)--'i (-"(SEE SCHEDULE N1)-]EDGE OF SLAB ON SHEET 25. IF APPLICABLF-1 I IF APPLICABLE (UMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE T - RESIDENTIAL AND COMMERCIAL APPLICATIONS T— 1 WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN i u 31 _ \ 3•x3•xt/4'xO'-7•_ 1• . 1' PRESSURE RATING, 12'-0" MAXIMUM li 14 4 �. POURED CONCRETE (6061-T6 ALLOY) •t i::T5• 1 MULLION SPACING. _ (Yc = 3 ksi Min.), Alum.ANGLE FA. SIDE I ( i SEE SCHEDULE bt FOR ADDITIONAL SPECS. II SEE SCHEDULE #1. W/ (2) 1/2.0 THRU ff�� _ 3. It BOLTS TO MULU N `c ,O INSTALLATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION `It i PRESSURE RATING, M8IMOM MAXIMUM EMULLION It w� 6xIgNG�i I EXTERIOR SPACING. G3 t t/2 SEE SCHEDULE #1 FOR ADDITIONAL SPECS. Min. I �o' Q-—I n ( 1 t/2' 0_ ii � � INSTALLATION C45E II - COMMERCIAL APPLICATION FOR t100.0 p.s.f. N II I ��� (4) ANCHORS----��� 7 I MAXIMUM A.S.D. DESIGN PRESSURE RATING, �, (SEE SCHEDULE y1) 8'-0' MAXIMUM MULLION SPACING. SEE Z= SCHEDULE '1 FOR ADDITIONAL SPECS. 0 ii I o a QI�g °_� ,__ i,\ — Qr/g ALTERNATIVE SECTION X3-X3 W/ J --��.--- / ORIENTATION 21 SCHEDULE1 o ii 4 (2°x7`�fW INTERIOR MUWON ONLY) MIN. SLAB . MIN. EDGE rn= It INSTALLATION ANCHOR TYPE & SIZE MIN ANCHOR II THICKNESS DISTANCE FOR 00 0 I CASES (TYP. TOP & BOTTOM) EMBEDMENT II REO'D. ANCHOR • SIDE RAIL(A)AND BOX NOT SHOWN 3/8'm HILT] INC HUS-H FOR CLARITY. SCREW,II I I 4• 3/8-e POWER FASTENER 2 1/2" 5 1/2` X3 i I X3 WEDGE- BOLT ANCHOR (m.TOP/WUOM):i I (TIP_TOP/BOTTOM) 4- 1/2`0 HILTI INC KWIK 2 1/2` 5 1/2- BOLT TZ II I II 6• 1/2.0 HILT] INC KWIK 3 1/4• 7 1/2` It I I POURED CONCRETE BOLT TZ II _ )_ 3• (f'c-3 ksi Min.), II I 1` j J SEE SCHEDULE ®1. .L vy EDGE OF SLAB I I LEDGE OF SLAB IF APPLICABLE I IF APPLICABLE Min. E.D. Min. E.D. (SEE SCHEDULE �1)" `-(SEE SCHEDULE#I) FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 11 it �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) xN -\' A.Tji1� Y/1. 0 2020 TILTECO INC. DRAWN er: % ........... r Nautilus M.P. \CENSF �9 _ RouingsbufterSystem 06/6/2020 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION *'` :' N0.AA16 i L E C O 1Nc S INC. . DATE TILUT TESTINa•EN0INEERINa COMPANY EXPERT SHUTTER SERVICE �� mm N.•.wn.st,al.xq wrcxA comma.n aaleo 668 S.W.WHITMORE DRIVE APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING IN€ LATIOPhs * »� :—.1-,sw.r. :LT 1_,�1 20-064 -mo7:ORecoeaal.eom PORT 41 Ll1CIE, X; 379e4 DRAWING No scALE 1/e = 1 ?�'., FSTATE OF :<� wAL1ER—00067A.TILUr 9r.PE P E(800)7�f-Y03S.fAx:(772)BTI-9199 FLORmA Lk.B 44167 m n-tu SNCET 12A W 26 ' T'• �ORIO �� SEAL/SIGNATURE/DATE EDGE IF APP,LICABLE-\ 2•xMULUON DEPTHzt/8"Cant. �ti•.\`\\' \\\`�\\\\\\ "ALUM. TUBE (TOP& BOTTOM) W/ 1/4"00/4'ITW BUILDER TEK SCREWS 5/16.0 TAPCONS XL W/ 2 1/4" ^W/ I.0.D.xO.060"GALVANIZED STEEL 2 1/6" \ Min. EMBEDMENT,® 24"o.c. WASHER 0 24"O.C. 7 3/4' Min. E.0 L MIN. E.D. -\ EDGE IF APPDCABLE 7 3/4"Mi. E.D. G2 2 CONTINUOUS POURED-�\ t 0" \\ 1 2• 7' CONCRETE(i'c=3 16 Mn.) �'!I• . 8"Min.THCK REQ'D. \\ I POURED CONCRETE, I, (t'c = 3 kS' Min.)—� 8" Min. THICK REQ 0. \� 4• EXIERIOR ' -O_ END CAP \\ w 7 3/4• NOTCH WEB-.�-/. J I !�.'_---_..�` 2 Min. E.D. \(TYP. P/BOTTOM) EQ.-. EQ. I - .' --- �- 4" TO I _ y j� 1' I 7 3/4•Min. E.D. \\\ \`4"x4'x3/8• (6061-T6 ALLOY) <0 Min. I - j \• Alum.ANGLE EA. SIDE. w It I 3a m a n (WALL MOUNTED SHOWN, MAY BE GLASS Goo I ! ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE-7 Q II I PER SECTION O'-Q' ON SHEET B.) o -7 (� _ ExlElaoR SECTION X4-X4 W/ G? {END & INTERIOR MULLION_) (W/ ORIENTATION.R 2). (4°X7") Min. E. 1 I`1 1/2'xl 1/2"xO.062'xCONT. ALUM. • SIDE RAIL DO NOT SHOWN FOR CLARITY 7 3/4"11 \\ ANGLE W/ 1/4"Ox3/4" ITW BUILDEX MIN. E.D. \ I TEK SCREWS ® 24" o.c. TO TUBE. .. I 1 1/2'J. I -O j• CONTINUOUS FOURED� CONCRETE(I'c=3 ks N+n) 8'Min.THICK REO'D. I I 4 ® \ X4 ! I ! X4 (tYP.TOP/wrtou) ' 1 1/2� -"— - �� I 1 1/2• (TYP.TOP/ ITOM) . MIN. E.D. 4'x4'x3/8•x0'-10'(6061-T6 ALLOY) Alum. ANGLE -EQ EQ- SIDE W/(2) 3/4'0 THRU BOLTS TO MULUO���� IIQII�IIi`4ji��i- FLORIDA BUILDING CODE (Non Sigh Velocity, Zone 4•� & (2) 3/4°0 KWIK BOLT TZ EXPANSION ANCHQR' '� ) W/ 5° Min. EMBEDMENT TO POURED CONCRfP; �CEN ••.!/�cs o zozo T0.TELU arc. • DRAWN ar: EDGE IF APPLICABLE- WALL (TYP.TOP &BOTTOM). �. _ Nautilus M.P. WALL MOUNTING:MULLION G�? = c 'ND.44157 RoningShuNerSyafem o6ro/ioso POURED CONCRETE WALL = * c I L E C O i�te. EXPERT SHUTTER SERVICES INC. �`� SECTION W-4 = o STATE / f,�yLt� Harr TESTING @ ENGINEERING COMPANY Ars�Nc oe'.<xnMr lm�° l lail�lae 660 S.W.WHIfNOF1E DRIVE 20-064 PORT ST,LUCIE,IL 54964 END&INTERIOR WALL MOUNTED MULLION INSTALLATION '9°.' "' ``�,` °-m°0:°R s°m °"°°�`,�"`°-°°�, `"°""'°" DRAWING"° c�. CORID u-000s7t9 WALTER A TILIIT Jr.P.E. •+. SCALE: 1/8'= 1' '�/��S°S'�QN"L.N�(t\L�. SEAL/SIGNATURE/DATE FLORIDA M.0 44167 �` 6NE[r ID OF 26 _. - - - - ---•-- - .._ EDGE IF APPLICABLE EDGE IF APPLICABLE .. 2"xMULUON DEPTHO/8" Cont. (ALUM. TUBE (TOP & BOTTOM)W/ 1/4.Ox3/4-11W BUILDER TEK SCREWS 1 5/16'0 TAP CONS XL W/2 1/4' /_ W 1"O.D.x0.060•GALVANIZED STEEL j \\~\7 11 2�\�\\ 'Min. EMBEDMENT Q 24"D.C.. / WASHER O 24•o.a : 4-3 Min. E.D. Min. E.D I _ MIN. E.D. .�--- -1__.�_:\ I - •.. .-�I; .G3 - 1I" CONTINUOUS POURED .. �1 •--�—� CONCRETE(f'c=3 ks hGn.).-- - _�`� 1 I z" I 1 8"Min.THICKNESS L---4 318' Min. E.D. 4 3/8 Min. E.D. '\--END CAP \\ CONTINUOUS POURED-/ u I \\ CONCRETE(f'c-3 Id Mn.) I — o B". Min._THICKNESS PPL - . gg REO'D.. II Min. I EDGE IF AICABI,Ef T - I.. G3: Z=, SECTION X4-X4 Wl G3 �z (WALL MOUNTED SHOWN, MAY (INTERIOR MULLION) ,OD BE ALSO INSTALLED'.TRAPPED �_ORIENTATION U 2) EXISTING�IIi - MOUNTED PER SECTION Q'-Q' 'L (2"X7") cLAss � I'; I•, ON SHEET BJ Q 5EE'MAXIMUM©(INTERIOR) .WALL MOUNTED MULLION SPAN 00 3w COVERED BY'SCHEDULE 2b' FOR INSTALLATION CASES I' & i -II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q® t.v_� Q./$ SPAN INSTALLATION): I ���2 1%2"\\��� I IIySfN1AT10N O�SE I' - RESIDENTIAL AND COMMERCIAL 1 1/2'xt 1/2"xO.062"xCONT. ALUM. APPLICATIONS WITH t60.8 p.s.f: Mtn.,E.O '- MAXIMU A S D DESIGN PRESSURE 4 3%s" _ W Ox3/4 ITW BUILD', TEK SCREWSI0 24' o.c. TO TUBE. RATING,M12'-G" MAXIMUM MULLION _ SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT (TV."AM)J 1/2' I (m®s01Tau) - ANCHORS. ' ` INSm AjION CASE Ir - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" _ a 3``/8• \ •\--(2) J/8.0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR.CONNECTION TO i MIN. E.D. '\ W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W% HILTI INC KWIK BOLT TZ ANCHORS. t \l �\� WALL. (TYP.TOP &BOTTOM). - - - - EDGE IF APPLICABLE CONTINUOUS POURED • SIDE RAIL QD NOT SHOWN FOR CLARITY 'CONCRETE(rc=3 W Mn.) 8"Min.THICKNESS REQ'D. �J � •TIL ��4ii __ FLORIDA BUILDING CODE (Non High Velocity Hurticane Zone) ; f WALL MOUNTING:MULLION �3 P� EN p'�: o=0TILTEcOM. �Sitt11t1S DRAWN �g'- � POURED CONCRETE WALL =�' ��G SF - SECTION Wes- N0,4416! = R°H1ng pUfferSy" - onTEE"xo k, *: * - I L E C O EXPERT SHUTTER SERVICES INC: Q INTERIOR WALL'MOUNTED MULLION INSTALLATION *' = "`"T"�""° `"°'"FERN°°°"`"'" im na wn.a.a.m wan.wmoe,n.'u,e. 66E S.W. UCIE. RE DRIVE 20-064 i z.o'• STATE OF // .�..:DmmT,-,sw.ra:t+�nn-+.�+, FORT sr.waE,FL a4>fes oRAWWO Xa I APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING II'MW SOW. ��`� � WALTER A.MIT Jr.P.E. "•- ._ -SCALE-. 1/8' 1' ry�ih S/ONALE �\``P,E. SEAL/SIGNATURE/MTE I I F�tmA Ue./u167 u.o-a« SHEET unOaB _ TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/0 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, lb & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(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 1a THRU 2c ON SHEETS 24,25 826 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(Q,©,®&(@),MULLION TYPE 8 MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIDFIC EFINITTIION FOR SLATISPAN SHALL4BE COTIONNS DEIREDUDING ANCHOR TYPE,THE CONCRETE FOR A GIVEN MULLION TYPTOP&BOTTOM FOR FLOOR TO GE O PRED�O WQ'L MOUNTINGS OF MULLIONS INTO LMAX:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. I. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le:PROVIDES SEPARATION SHALL BE BASED ON CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&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 ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 48:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 71,AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN( G),(9 8(q), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10.10A,11,11A.12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE( G�). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ' PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BY: ENS` �`�9 o zo o TUTEco INC._ � a.u til us auM.P M.P. RolUngSbufferSyesm 06/e/2020 N0.4416 IL E C O tt7c. EXPERT SHUTTER SERVICES INC. GATE T1WT TESTING A ENGINEERING COMPANY STATE OF 83" ES N a EN n ANY sse S.W.wI moRE GrOVE 20-064 Z pm,.:paepl:-Ia]G.re:(Y8)afI-lal, PORT ST.LUCA,rL 34984 Z •, ` e-nmtl:UnecoO•ol.c•m DRAWNG No G-0006719 MO,H,(e0•)7{8-a036,rI�)f:(TT2)e71-09aG %���' �ORIDA •'�� WALTER A SNECT t4 OF 26 TILR Jt.P.E. uu /i//FS'Si•••...;• �j�``�•P'.E. SEAL/SIGNATURE/DATE rtARIGn Uu f 44167 111111111111111I1 SLAT PERFORMANCE CHARTS Ia, Ib, Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W!OR W/O CHART I8 CHART Ib CHART Iba CHART IC USE MAXIMUM VALUE BETWEEN POWIVE AND NEGATIVE A.S.D.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"e TAPCON XL ANCHOR 5/16"e TAPCON XL ANCHOR USE MAXIMUM POMIVE A.S.D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT Flom CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAXA.S.D. lim . SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS DESIGN '" (�) "LMAx•" (Fr) 'LMAX.' (Fr) MEASURED TO BACK OF SLAT (in) *ESSURE WALL TRAPPED BUILD-OUT BULD-o0r WALL TRAPPED BUOD-art BUILD-our WALL TRAPPED BUILD-Our BUw-OUT W/O STORM BARS W STORM BARS RATING MOUNT MOUNT U T 6 MOUNT W/@ MOUNT MOUNT gNT 6 MOUNT W/Q MOUNT MOUNT Y 1Nr 6 MOUNT W/E (PDT) SEE NWES# SEE NOTES# SEE NOTES# SEE NOTES# SEE NOELS# SEE SEE Non"# SEE"DIES# gY NOTES# SEE yg Tp�©NIND ZONE!WIND ZONE D ZON WIND ZONE SEE N009# SEE NOELS# SFE NOTES# 1-3 4 1-3 4 30.0_ 20'-0" 15'-4' 20'-0' -20'-0' __ 20'-0' 15'-4' 20'-0" 18'-0' __ 20'-0• 15'-4' _ 18'-0•__ 15'-6'__ I. 14_1/2' _ 6'_ 7' 35.0 20'-0' 15'-3" 20'-0' 18'-0' 20'-0- 15'-O' 19'-0' _16'-3'_ 20'-0' 15'-0' i6'-3•_ 14'-0' 1'_ 14 1 2' �fi 7" —�__ 40.0 20'-O" - 15'-2'-_ 19'-T i6'-6" 20'-0'-_ 14--5'-_ 17'-4• 14'-10• 18'-11- _14'-5- _14'-10' 12'-9 i1• 14 1/2- _ 6- 7— - -16'-0— 15'-3" 20'-0 14'-2' 16'-O- 13'-9' 17'-4• 14'-2—-13'-g' 12'-0' 1' _14 1/2_ 6- T 5D.0 20'-0'- 14'-10" 16'-9'_ 14'-2" 19'-1_ IS-1' _14'-TO' 12'-10" 16'-2"T 13'-1' _ 12'-9 11'-0" _ 1" 14 1 2' _55.0 20'-0' _ 14'-8' 15'-8'_ 13'-4'_ 17'-9' 12'-4' —13'-71" 12' 12'-4•- 12'-0' 10'-61 1'�. 14 1/2- 6• 7- 60.0 19'-5' 13'-9' 14'-9 12'-7' 16'-9'- 11'-8'— 13'-2' 11=5'_ __.14'-2 11'-S'-- 1V-4• - 10'-O'-—1• —14 1/2' 6• __ 7• 65.0 18'-4' 12'-11" IN-11- 11'-11'_ 15'-9" 11--0' 12'-5" ^10'-11' IS-4' 11'-0" _ 101_10, 9.-6• 1• 14•— 6•10 _ 7- 70.0 17'-4' - 12'-1— 13'-3' 11'-4'_ 15'-0- _ O1 0'-6' it'-1 '-4' 12'-9' 10'-6" 10'-4' 9'-0' 1' 13 1/2" _ 6• 7' 75.0 16'-6' - 1V-7' 12'-7' 10'-10" 14'-3° 10,-0' 1V-4• -9'-11'_ 12,-0" 10,-0" -9'-10' W-10' 1' 13 1/2• 6• 7- BOA 15'-9' 11'-0' 12'-0'� 10'-5' 13'-7' 9'-5' 10'-10' 9'-7' 11'-7' 9'-5" 9'-3' 8'-6' '- i-- 13" - 6— 7- MO 15'-0- 10'-6' _ 11'-T 10'-0" 13'-0' 9'-3' _10'-5• W-3•— 1 V-2' --9'-3" 9'-0' B'-3' 1' 1• - 6• 7• -- 90.0 14'-2" 10'-1' _ji--2"--_9'-8' - 12'-6-- W-10' 10'-1' _ 8'-1Y-- - 10,-9" B'-10• 8'-10" 8'-0' 12 1/2' 6" 7• 95.0 13'-5' 9'-8' 10'-9' 9'-4' 12'-0" B'-5' _ 9'-9' 8'-7' _ 10'-4' - -B'-5' 8'-6' 7'-9' _ 1• 12 1/2' �6' 7' 100.0 12'-9' 9'-4' _11'-8'-- 8'-4" 9'-5- 8'-4" 10'-O" 8'-4" 8'-3' T-6' 1' 12 6' 7' 105A 12'-2' 9'-0' 10'-1' 8'-9' 11'-3" 8'-0- _ 9'-2• 8'-2• 9'-8• 8'-0• 8'_0' 7'-4'—--1' 11 1/2• _ 6' 7' _ 110.0 11'-7' B'-10' T-11' 9'-3- 7'-10' - 7'-9• 7'-2• - 1' 11 1/2' _ 6' 7' 115.0 11'-1'- B'-5' 9'-6' 8'-4' 10'-7- 7'-8' 8-8- 7'-8" 9'-0' _7'-8'_ 7'-B' _7'-0' 1' 11 1/2' 6' 7• 120.0 10'-B' _ 8'-1' _9'-3" B'-2' 10'-3' 7'-5- 8'-5' 7'-6" __8'-11' 7•-5" _ 7'-5" B'-10• _ 1'_- 11- 6• _- 7• 125.0. 10'-2' T-9" _9'-0' _ 7'-11• 10'-0'- 7'-2- 8•-_2_ 7'-4- 8'-6• 7'-2- T-3- 6'-B' _7• 11• - 6• 7- 130.0 9'-10" 7'-6' -8'-9" 7'-9' 9'-9'- I- 7'-D' 8'-0' 7'-2• 8'-5- 7'-0' _7'-2"__6'-6- 1• 10 1/2 6• 7• 135.0 9'-5' 7'-2 1'-6- 7'-7" 9'-6- 6'-10' - 7'-10' 7'-1' _8'-2' 6'-10' 7'-0"_ 6'-5' 1° 10 1/2•_--6 _7• 140.0 9'-1' -_6'-11' _8'-4' T-5' _9'-1' - 7'-8'� 6'-11' _8'-0' - 6'-10" 6'-4' 1•- 10 1/2' B' 7i 7'-6• - _ 7'-10• - - - 1' 10• —fi• 7- 150.0 8'-6- - 0'-0' 7'-2- 8'-6' - ,T-4'_ - j'_g• _ _ _ - —___�0__ __6 7- 155.0 T-10' 7'-0' 8'-3' -- 7•-2' --- - - _ 1" - 10•- -_6_• 7, ' 160.0 0'-0' - T-8' 6'-10' a,-O" - - 7'-1'- 7'-5' - 1 10' 6•--—7•-- * NOS: 1. 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 SPAN AND AS.D. DESIGN PRESSURE RATING. \`` L71111111WF){yi� FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH "' o2ozO nLn:cO INC. pRA11M 6y; 3/8"0 KWIK BOLT 3 ANCHOR OR 5/16"0 TAPGON XL ANCHOR, INTO S�:'�,\CENSF'.,9', Nautilus M.P. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR Rollia u thrSusystem pe/e/zozG WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR ; N0.441 67 I L E C O txc.w EXPERT SHUTTER SERVICES INC. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. rlT TESTING a ENGINEERING COMPANY ta.s«.aw,Waaw rxmq n v;"o 668 S.W.WHITMORE DRIVE na.. Wro)en-Tax.r..:(xalen-TxI 20-064 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE = STATE OF :'�' -mom Ultxooaal.�am PORT ST_LUCIE.FL 34904 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. CA-GD06719 n L-(a 71a-sss a •rA1C fnz ,-a In 3. DRAWING No ii�4p�(c., �QRIDP•.,�C1� . DATE WALTER A.n I dr.t P.E. a�omn o a ooa.v E SEAL/SIGNATURE/ FLORIDA U�. 4a6T aPn-.« sNx71s GTz6 AtlAll1111111111N - .MAX,ANCHOR'S-SPACING SCHEDULE Va FORA GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT - SLAT SPAN-RANGE DESIGN .. - . PR ESSURE E o'-4't > 4•-5't > 5'-6't > 6'-7't > 7'-9't. > 9'-12't . > 12'-16't > 16•-20't, GE(Pa. >31-40 >41-60 -g- _9, - 9•. .9" 9" - T 5 5/8" - ' __..9" 9".y~_9' s,': - - '8 -_5 5/8"_ 5_5/8" - SLAT 1'mm- . >e1-105 g^ 9" ~ -9• - 9-� - - .9• _6 1/2 5 5/8" - ~SPAN~ MAX. SLAT,SPANFOR ' ��� GIVEN A.S.D. DESIGN >106-120 9" 9• 9• _ 9• 8• 6- _ _ PRESSURE RATING SHALL >121-140 _s"- _ 9" 9_ 8' 7" 6' - NEVER EXCEED MAX. SLAT SLAT SPAN DEFINITION SPAN INDICATED ON SLAT >ut-isfi gP - g• --g• 7•= 7" - - - PERFORMANCE CHART ON LA TRAPPED MOUNT SHEET 15. D. - DEWN SLAT SPAN RANGE _---_ - - PRRAMGESSURE 0'-4't >-4'-5't > 5'-6'•t > 6'-7't > 7'-9't > 9'-12't- > 12'-16't '> 16'-20't' - - - — >41LSD _ 9" _ _ 9" _ - -9' __II—9. _ 9' 9" 7'1/2' 9. >7D6-120 g. .. .. 9" 9 8.1/2^ BUILD-OUT MOUNT MAX - - - - - - -- - ' - DE5t611 -_ -_--_ - -- -- SLAT SPAN-RANGE - - - - PRESSURE 0'-4.t > 4-6 t 7. - .>,5.-6,t- - >..6•-7'.te > 7•-g.t >g.-12,t --.> 12'-16't .�>-16'-20'�t_ ' RATM a �a �aa 0 I C5 V ' E ;! ,..E p- E Q E s 30.0 9" 9' 9• 9•_ . g• g• 9• --g- --9" 9-- g.- g. 9,_-. 9" 9. g. 9. g, g• g• 7 3/4 _ 7"- .T- .5 5/8 >31-40' 9" 9' .9" -9 9 9"_ 9' _9'__ -9" 9" 9` 9` 9' _ 9" 9' 9" 9' 9' 7'_ .7' 6' 5 5/8" 5 5/8",5 5/8 . ,1 >41-60 9• +f 9" 9" 9" 9" 9' 9" 9" _ 9"_ 9" - 9" -9" � 9" _9. __9•_ 7 1/2" 7 1/2"' 6=_5 5/8- 5 5/8'-5 5/8 5 5/8' 5.5/8' - >61-60 -9. , 9. 9. -9. - 9. -9. - g. g- - g. g- g. 9" 9'_ 9' T 5 5/8' S 5/8" 5 5/8 5 5/8 -5/8'_- - - _ - >81-t65 -- 9" 9' 9' 9" 9' 9' 9' 9' 9 B. 8' 6 1/2 6 3/47. 6 3/4' S 5/8 5 5/8` 5 5/8' 5 5/8 - .. - --- - __ - - r - - _ - - - >106-120 9' 9" 9-. .9- 9" 9" 9"-. _9^ _ 8" 8" 8" '6 1/2� 6" 6- 5 5/8 -6-5/8- 5 5/8_. >izi-lao 97 9' 9' 9" 9` '7 1/2 8 B" 6 1/2 8` - 8" '.. 6'.,, 5 5/8" 5 5/8' 5 5/8 >141-16D g'- -9• g^ g• 6• -6' `- 7 T• 5 5 8 6 3/4' 6 3 a'5 5 8 5 5/B' IIjIIIl(1J : FLORIDA BUILDING.CODE (N00 High Velocity Hurricane Zone) , _ _ - C 2020 TRTECO INC. - _ -- -DRAWN BY: ENS Nautilus. No.441. 7 Rall}ngSNotlerSysMm 06/a/2020 L E C DATE TILUT TESTING d ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ass—,1NAwao:s.rt snu 653 S.W.WHITMORE OHM �.:fmb�,-,am.fu.txabn-s l 20-064 o STATE 0 � � e-eom Lift-O-I PORT ST.LDCIE,FL 34664 DRAWING N. '�O• _ CA-0006719 m (�)7�9a036.fAs:-(m)Wf-099D _ - �i�••''•CO R`D W LORIDA Llo.9 A. TILUT 44167E Nua nrt SHEET 16 Of 26 i7 Fs •-••...•• '��` :SEAL/SIGNATURE/DATE � o MAX.ANCHOR'S SPACING SCHEDULE VW FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT AS SLAT SPAN RANGE �RAlNO 0'��T 4'-5't > 5'-6't > 6•-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(Pen - 5 30.0 8"• 8" 8" 8" 8' 8" 7 1/2" 5 1/2" >31-4D 8" 8" 8" _ 8" B. 8' 6` 4" >41-60 8' _ ' - 8' 6" 8• _ 6' _ 4" -3 3/4— >61-e0 8 _ 8' _ B. 8' 7" 4 1/2" 3 3/4" - SST MAX. SLAT SPAN FOR A >e1-tos 6•_ -8" 8" 6 1/2" 5° 3 3/4" 3 3/4" --- �SAN� GIVEN A.S.D. DESIGN LOAD >106-1 e" 5 1 " "8" 8" _ ^ 2 4 1 2 3 3 4` - - SHALL NEVER EXCEED MAX. / / / [o] SLAT SPAN INDICATED ON >121-140 8` 7 1/2" 6" 4 1/2" 4" 3 3/4" - SLAT-PERFORMANCE CHART >141-160 g` 6" — 5" -- 4 a' - - - —- - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT AsD. SLAT SPAN RANGE DESIGN _ • - - PRESSILIRE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't Foam RANGE(PIO , s 30.0 - 6' _ 6' 6u_ 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' 6. 5 1/2- 4' _ _ 4" - - 6. >81-105 6- 6- _ 6' ..6 4 3/4" 3 3/4` 3 3/4' - - ,• >106-120 6' ^6' - 6•. 5" _ 4" 3 3/4" _ - - >121-140 6" 6" 5 3/4'_ 4" 3 3/47. >141-160 6" - 6' 5' 3 3/4" 3 3/4" BUILD-OUT MOUNT A SLAT SPAN RANGE - t1FSIG1 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't - - PRESSURE � � O E E 0 `J CEO EO © E �E \J E E E E E 5 30.0 6' 6' 6" _ 6' 6" 6' 6' 6'_ 6" 6" 6" 6" 6' B. 6' 6' 6' 6" 5 1/2- 5 1/2- 4 1/2" 4" 4' 3 3/4" >31-40 6' 6' 6' 6' 6' B. 6` - 6' _ 6" _ 6" 6" 6' 6. 6" 6" 5' 6" 5'_ 4 4' 3 3/4" 3 3/4" 3 3/4- 3 3/4- - >41-60 6" 6" 6' 6" 6" 6" _6_" 6" _ 6' 6' 6" 6' _6` .6" 6' •4" 4" 3 3/4" 3 3/4" 3 3/4` 3 3/4" --- >61-80 6 6° 6" 6" 6" 6" 6"^ 6" 5 1/2 6"_ 6" 5" 5" 5" 4' 3 3/4' 3 3/4' - 3 3/4" 3 3/4' - - - - >81-105 6" 6' 6" 6" 6"_- 6" 6' _ 6" 5 3/4' 4 1/2' 4 1/2" 3 3/4 3 3/4' 3 3/4" 3 3/4' 3 3/4` 3 3/4" - >106-120 6" 6' 6"__6" 6" 5 1/2 5 3/4' 5 3/4" 4 1/2 4 1/2"�41/2` 3 3/4 3 3/4" 3 3/4" 3 3/4" - ->127-140 6" '6" 6' 5" 5" 4" 4 3/4' 4 3/4" 3 3/4 4 1 2 2 3 3/4 3 3/4" 3 3/4' - - ->141-160 6 6" 5" 4 1/2' 4 1/2' 3 3/4 4" 4' 4 ' - 3 3/4" 3 3/4' (L,(III!•�j FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ti �;�?••V C E..... d .' - 0 2020 TILTECO INC. Ak Nautilus DRAWN BY: . \ NS ••.9 i Y.P. N0.441B RoZUcyShutterSysfawn 06/8/2020 c* * _ �L ECO,wc. EXPERT SHUTTER SERVICES INC. DATE TILUT TESTING A ENGINEERING COMPANY a' STATE OF /�� �"—. " "°' -"'UPOp-0 31° B68 S.W.WHITMORE DRIVE 20-064 ;�� nw. f�)8TI-ISn. (J0.1)BlI-16J, PORT SSW. WGE.1L 34984 O F ORID `I .-mo Gn.�a.;.�� DRAW xo No �''. Z P -`�I` CA-0006719 PNONEI(NO)74G-B058.rAx,(T]x)E7I-09ia NAL SEAL/SIGNATURE/DATE WPLOR A TRLR 44Ir.P.E. RORIDA Ge./46767 SHEET 17 Or 26 MAX.ANCHOR'S SPACING SCHEDULE VU .FOR A GIVEN PRODUCT MOUNTING TYPE,W/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 DMON - -'_ SLAT SPAN RANGE PRFRA'nNNG 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(PAO.) - s 30.0 _ -8" B. 8" _ 8' _ _ BB - 8-- 6" 4 1/2-. >31-40 8-—- 8- 8" 8' -8' --7„ 4 1/2` - - -- _->41-60 8-�. g:—---8" 8„ -- B„----4 1/2" - t NOTE: >st-ao _ g" �g• 7 1'J2"— 7"� 5 1/2" - -^ - MAX. SLAT SPAN FOR A >81-105 8" e"— 7 1/2'— - 5- SLA-- q• —--- - �- SPAT GIVEN A.S.D. DESIGN 1106-120 8- - 7 1/2- --6'`— 4 _ _ _ _ PRESSURE RATING SHALL. — -- ------- — — EE: NEVER EXCEED MAX. SLAT SPAN INDICATEDON SLAT >141-160 7' 5- 4" _ - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX DESIGN D --SLAT SPAN RANGE PRESSU WING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(pA.f.) s 30.0 6" 6" 6" 6" 6" - 6" >31-40 6" — 6" - 6. .._. --6" 6' —6" 4 1/2` --—_ 6" ^6--— 6' 6" 5` 4 1/2- 6 _ 6" _ -:6" 4 1/2". 4 1/Y >ios-zo 6" 6' S 1/2'- 4" >121-u0 60_-_ 5". _.._ 4.1/2"- - 3 3/4" BUILD-OUT MOUNT. MAX DESMILIGN _ SLAT SPAN RANGE PRESSURE - 0'-4't - >'4'-5'.t _ > 5'-6't > 6/'-7't /� > T-9't � > 9'-12•t > 12'-16't > 16'-20't�_ RANGE(�f•) .E E l 9 O ® O \=9 E L.� E� LCJ s 30.0 - 6" 6" 6` 6" 6" 6" 6" 6- V 6- 6" 6" 6" 6" 6". . 6" 6" 5 1/2" 4" 4 1/2` - - - - >31-40 6" - 6" —6" 6'- 6'- _ 6" _ 6" _ 6' 6. 6—_6"-- 6• _ 6„ 6• _6-_ 5 1/2- 5„ - 4„ 4" >41-60 6" _ 6' 6'- 6" 6' 6- 5 1/2' 5 1/2" 6' 6" 6' 6" 6",5 1/2' 4 1/2 - - - 3 3/4--^--- _ >61-80 .6" 6' 6- _ 6" 6' 5 1/2 5 1/2' 5 1/2" 4 1/2 —5" - 5` _ 4`- 4' 4"_-_ - --- - - - 3 3/4" >81-105 - g"_-- g" 6" 6^ g•— 5 1/2 5 1/2` 5 1/2" 4 1/2 3 3/4" 3 3/4"_ _ - - ->106-120 6` 6" 6* 5 1/2 5 1/2" 4 1/2 4 1/2" 4 1/2" 3 3/4 - >121-140 _ -6" —61 5 1/2 4" 4- - 3 3 4` 3 3/4' 5. ����``��I•l1 I rp�l� FLORIDA BUILDING CODE (Non High-Velocity Hurricane Zone), ! y,Q;•• \LENS ''J9.'L� o2ozo TaTEco INC. Nautilus No,4415Rol!ing ShuNer Systam a'DATE _ IO ewe. EXPERT SHUTTER SERVICES INC. DATE TILLIT TESTING 3 ENGINEERING COMPANY o'• R SL S4»KWSW 6W R.>3,80 666 S.W.WNIIMORE DRIVE OF nnl wry,u, 20-064 •{C/= a-mad:011aco®aN.com PORE ST.WCIE,il..34964 '�•'' Ft o ,• k,is G_ PNONR e00 7.G-ROJe,MI6,772)67,-OJ10 DRAWING Nx RID 1VALTER A LLITiJ,P.E ®-xn, vrt __ E. SEAL/SIGNATURE/DATE FLORIDA Uc./4Tt67 SNEET 1e or 26 SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDI14GS (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 I Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 —10 120 290 150 794 180 509 210 708 270 -1266 360 1962 480 2553 582 >61-80- 10 160 616 200 767 240 796- -280 1007 360 1695 480 2422 600 2547 _596 >81-105 123 210 550 263 711 315 1142 368- 1372 473 2009 -591 2492 638 - -- >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 >121-140 552 280 960 350 1003 420 1612 490 1869 630 -2039 635 - - - >141-160 781 320 1186 400 1322 480 1873 560 1740 640 - - - - SLAT ~-SPAN—y E—2 NOTE: SLAT SPAN DEFINITION * IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EASTING 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 vx vy FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ```P�\.�.l„PP...1t'l.(C•.�` •���' 02020 MTECO INC. Na DRAWN DRAB OY: lY RoJHng Shutter System 06/a/2020 N0.4416 n 1L E C INC.® EXPERT SHUTTER SERVICES INC. wrz TILl1T TESTING h ENGINEERING COMPANY nsy Nr.ass s.m..wa,wannA wmoo.n aTIFa 668 S.W.WHRNORE DRIVE 20-064 i A'•, STATE OF n�. (�>»I-,w.ro.:cwsle l-,>„ PORT ST.LUCIE,FL.uses (V e a aa:Ultoa000N.�m DRAWING no CA-000671R FNONE.(6U0)742-9056.FAIL(777)571- Fa '°CORID• k WALTER A TILLe Jr.P.E. �C?�`ji SEAL/SIGNATURE/DATE FLORIDA f µ+me ow S. IR OFxB �77/IIIIIIIIIIINt�� , SLAT PERFORMANCE CHART IbI & ICI: (ONLY VALID FOR V2"SLIP) SLAT PERFORMANCE CHART IIbI & II01: (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D.DESIGN PRESSURE RATING(p.s.0,SLAT FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.S.O AND PRODUCT MOUNT FORA GIVEN MAXIMUM AS.D.DESIGN PRESSURE RATING(p.60 AND PRODUCT MOUNT CONDITION FOR SLIP 1/8"AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAI1-2 BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW W/2)(4"STUDS,AS PER LIMITATIONS ON DETAIL 1 USE 1r1arY VAX 11711 l POM E AM IELQIIE AM L01e IB warm 1®Id AM I=WI ME CHART Ibl CHART ICI CHART IIbl CHART IIC1 MAX. MIX SLAT SPAN RrAunED IM SGWATX)N To USE RaW WK BD6DL POWNE A.S.O. .L�.((t) CLASS MESURFD TOBACK OF go"m4K ASA UmUSE MAXIMUM POSITIVE USE YA74NM POSMVE WOOD GRADEIRESSURE _ SUIT TO 1° 5116.0 TAPCON XL ArICHOR AID.LOAD VALUE 5/16"0 TAPCON XL ANCHOR ♦c LOAD VALUE MOUNT w W/0 STORM BARS n. (P•6•f') vi NOTESN I.Ilma wtrD-ZONES W11Di 01E MAX. MAX.SLAT SPAN _NN.SEPARATION MAX. REQUIRED MAX.SLAT SPAN REDUBtFD MIN. W1 SEPA0N ) TO GLASS MMURED TO PINE 12(C 055) 60. 4'-5' 4'-5" DESIGN .L -,(it) TO BACK Of��9AT(in) 'LMAx' ((t DESIGN WALL DOUGULS-RR-SOUTH(G=0.46) 60 1lo�Q tluan--M W/O STORM BARS RATING UWHI w/ w/ W/0��BARS PRESSURE N!G Moa(r I€31 W/ MT W/ / SPRUCE PINE-FIR-SITH(G=0.36 60 (D•s.i.) IS Eat NOrtse) (sg Noro05 e) (sa Np119 e) wpm ZONES LULU ZONE (P.s.f.) (SEE NorEs m NOI6se)(fig N0119 e) nm z�orrti'a w9a mt - • 10'-0' 10--0' 10'-0" 1' 7 1/2' _3D.0• - B'-3"_ 8'-J=-e_-J'__ 1_- 5 1 B_ 35.0« -10'-O- IO--O" 10'-0' 1- 7 1/2:._ 3&0•• 7'-9' _ _7--9--_ 7'-9--^_1. -5 1/8- Yn m 40.0 10'-0• -10—_O:- - 1• - 7 1/2- 4p-o'• - 7-7' --7-T _T-T —1' s 1/e' r.7/��',�! 7.�/ ,•,�• %/.off/,,%%/: 4so«• to'-o' 1o'-D• 1D•-o• r 7 1/2- 45.0»• r-a• 7'-4' r-a• r s 1/B'_ r__--'— _ _ 50.0••• 10'-0° 10'-0" 10'-0" 1' 7 1/2' S0.0«' 7'-3' 7'-J' 7'-3' S I 8' � I _ t� / 7________TI, 55.0«• _10'-O' 10'-0 10'-0" 1'� 7 1/2 55.0••' --T-3'- 7'-3� 1/B" 80.0«• 10'-0' 10'-0' 10'-�- '-�_' - BO�y m 7,-J- 7•_J• 7'-J• 1• 5 1 B,•- `,� i I i 11 I I-�� ii %, i 7\, li l•I� II it I '�{ 3 ' '� -0' l i ,/ �• 7 i Y o FOR Will.MOUNT h I 3 SLAT PERFORMANCE CHART III I: (ONLY VALID FOR 10 SLIP) j`-1 MAX.FOR�'LD-OUT I I i t V-6 0/P nR i'I 1 i i iSIP I MT I ao 1I 'Itrut NNIiI I /' It FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING 0-0 AND PRODUCT MOUNT f I H 6 HI 'i ;: CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: CHART IIIbI CHART IIIC1 mH \ J �1 F•S�S S::•�`:��'\�::::'�`,_t YPLYWOOD Am •C:: ,`\\\');::`.. 1/2-PLYWOOD AND •VAUD FOR DOLIQAS-RR-SWIH(G-0.46) •:.�����.\•-�� �. / - USE yUOEY 1Al!£BET®I .•�.• (2)2':a'HOOD SRAS Yn (2)2'a6'VAXID STIR" NHAMASA LOAD SDUTHIRN PINE#2(0-0.55) Yn MP.EACH SIDE.SEITXA)t GYP.DCH SDE.BEVONA)t USE MAXUUM POSITK SPRUCE PINE-RR-sn+(G-0.36) DETAIL 2(ELEVATION) 5116"0 TAPCON XL ANCHOR A.S.D.LOAD VALUE «VALID FOR D=AS41R-SOUTH(G-0.46) DETAIL 1 (ELEVATION) rAT MAX MAX.SLIT SPAN ro��SA SwffTa(ArE#2(0.=O-%) DESIGN •L—•(FT) tT9tx oE.51AT in •"•VALID FOR S)UTHER4 PINE�2(G•0.55) r C[ —�� R E SUR wAu elan-aLT Bunn-our W/0 STORM BARS L RATING +T uou w/ moult'w/ (D s f) N F6 LULU zoras WM me SLAT SPAN DEFINITION SLAT SPAN DEFNITION (SZE 1 MA) (SEE NOIae) (Sir NOTES e) 1-3 1 4 30.0•__ 12'-0" 12'-0" 12'-0' 1' _ 9' 35A•'_ 12'-O' 12'-0" 12'-0'- 1- 9' A bOFTES 40.0" 12'-O' _ 12'-O'_ 12'-0' 1' V 4SD••+ 12'-D" 122'-' 12'-0' i'� ' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF nc1't4� EITHER SIDE OF OPENING SHALL BE 33". FLORIDA' e zozo nLTECG WC. ORIDA BUILDING CODE (Non High Velocity Hurricane Zone) P I nT INSTALLATION INTO WOOD FRAME STRUCTU *�R • \,\GENq .,��,, Nautilus Y.P. _ RDRingShuNerSystem 06/e/2020 ' No,44167 IL E C O LNe. DATE *: * •Tk �/ .��JT TILLIT TESTING @ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. W ter/ 6u6„.r.xa.m..61a aro.�wmu�twos,n a�lefi 668 S.W.WHITMORE DRIVE 20-064 �A STATE OF ;'� "" `�'°')°,r'in�000 <' B1 I PORT ST.LUC1E.FL 34984 DRAWING No GA-0006719 PNONG(600)749-rME.rAX:(nz)071-p9po �''• �0RID �� WALTER A nLIR Jr.P.E.\�14�E.-EAL/SIGNATURE/DATC FLORIDA J. g 44167 SHEET 20 or ze /I7ff11111111111LAt MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE * WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) DESIGN SUIT SPAN RANGE DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE . . RATING CI-tl'to 4�"* RATING O'to4' >4•to5 >5'to6' >Gto7' >7to5 >TAT10' >10'to12' GE .S.f RANGE .S.f 5 30.0 _ 6" 530.0 6" 6" 6" 6" 6" 6" 5" SOUTHERN PINE ff 2 ao s" SOUTHERN PINE s"2 40 6" s" 6" 6" 4 3/4" a" (G=0.55) 45 _ 6" _ (G=0.55) 45 6. - -6. 6" -6• --55" -- 4' 3 1/2" 50 6" _ 50 6" 6" _6" 6" 4 3/4" 3 1/2" - --60 6"----- 60 6 -6"-5 3/4"1 5 1/4"1 3 3/4"1 3"- --- DOUGLAS-FIR-SOUTH s 30.0— 6" DOUGLAS-FlR-SOUTH 5 30.0- _ 6" 6" 6" 6" 6" 6" 5" (G=0.46) - q0- -- 6^ (G=0.46) 40 6" 6" - 6" - 5 1/4" 5 1/4" 4 1/4"' 4" SPRUCE PINE-FlR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 5 1/4" 4" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"X6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE O'-4" >4'-G >6-6'' >G 7' >7-�9'* >9'-10'" >1U-12'' RATING RANGE .s.f 110tAR W/E21tlUHT M IA°IMr w/-J YJIM W/IE YOUM WAEL YgMf N,E =�.XQ YON7T n/E. LLIWf tl YOUNf W E YgINf WJ� YpRR W/(E� IWIY7f W E YXNT W E s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6 6" 4 1/2" 4 1/2" — 40 6" _6" 6" — 6" 6" 6" 6" 6" — 6- 6" --5�1/4" 5 1/4" 4 1/2" J4 1/2" SOUTHERN PINE #2 ---- -—' —.�---- — - (G=0.55) 45 _ 6" _6' _6" _6" 6'_ 6" --6" 6" _5 1/2" 5 1/4" 5" -5" _4" 4" 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 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" _ 5" 5" (G=0,46) 40 -6— 6— -6" -- 6" - 6" 6'- 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" 4"-- - 4" SPRUCE PINE-FIR-SOUTH s 30.0 6'" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.36) *NOTE: `II���E!(1iFl�ltp1fll4y� - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) MAX. SPAN FOR SLAT FOR �`� IK"\"I"l(• '. czoaonLTEcoWC. • oRAn+BY. P,•' ✓ Y.P. A GIVEN A.S.D. DESIGN ,�.• \GENst'•.9 �cZIl�I�il.S PRESSURE RATING SHALL = No.4416 _ IL E C C INe. Rolling shvtlor Sgsf- 06/e/202o g EXCEED MAX. SLAT - EXPERT SHUTTER SERVICES INC. DATE SPAN INDICATED ON SLAT 9* * *_ //ham TILLfT TESTING @ ENOINEERINO COMPANY / -- -,� w n...ES7 st m.�w, NEE ING C "..ulae 668 S.W.WHRNORE DRIVE 20-064 PERFORMANCE CHARTS ON = �' STATE OF ;' mr' PORT ST.LUCIE.Fl-349e4 SHEET 20. 9�• F� '4 C ae006719 a°ro DRAWRiG No �I�. a OAtiftew t9 FHQV;teas)70-90°F.FAR:(772)VI-NN ,C•., ORIDP' WALTER a TRLr J� P.E. .. . \� , SEAL/SIGNATURE/DATE FLORIDA Uc.d 441s7 n sHFEr zt otzs FIF11111111111111\\\ • 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) ►e imum A.S.D. STORM BAR SPACING (Fr) DESIGN PRESSURE - RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6,667' sf. 30.0 1.1'_-0" 11'-0" 11'-0" 11'-0" . 11,-0" THIS TA REGION IS ONLY VALID FOR INSLLATIONS 35.011'-0" 11'-0" 11'-0" 11'-0" ]1 -0" 11'-0" _ 11'-0 11'-0 i w/ 1 OR MORE STORM BARS PER SHUTTER. ----- -- - - -- . I 40.0 1 i'-0" 11'-0" 11''-0" 11'-0" 11'-0" 11'-0 11'-0" 1 1'-0" 11-0" 11'-0" _ 45.0 11'-0" 11'-0" _11'-0" 11'-0" 11 -0 11'-0" _71'-0" _11'-0" 11'-0" 11'-0" 50.0 11'-0` !11'-0" 11'-0" 11'-0" ill-O.. 11'-0" _ 11'-0" 11'-0"_ 11'-0" 11'-0" * r*THIS.REGION IS ONLY VALID FOR INSTALLATIONS 55.0 _ 11'-0" i 1'-O" 11'-0"- i 1'-O" 11'-O" ^ 11'-O"_ ]1'-0" 11'-0" 11'-0" i 1'-0" * .-!w/ 2 OR MORE STORM BARS PER SHUTTER. 1 1.'-0 1 1'-0" 1 1'-0" _ 11'-0" -- i 1'-0" 1 1'-0" 11'-0" 1 1'-O" 11'-0" 65.0 11'-0" 11'-0" 11'-O" 11'_-O" 11'-0" 11'-0" _11'-0" I1'-0" _11'-0" *_ - 70.0 11'-0" 11'-0" 11'-0 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" * 11'-0" * - ---- = 75.0 11'-0" . 11'-0" 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11,-0" 10-10" * - 8 - =--- - 5.0 11'-0" 11'-0" .- 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" - - 95.0.. 11'-O" 11'-0" 1 i'-O" -100.0 11'-0' _11'-0 _ 17'-0" 11'-0" 11'-O" - _105.0 ' 11'-0" 11'-O" 11'-O" 11'-O" 11'-0" 110.0 - ]1'-0" _ 11'-0" 1 V-0" 1J'-0" 10'-10" - 115.0 f 11'-0" 11'-07_ 11'-0" 1]'-0" 120.0 -11'-0" 1 -0 1 -0 11 -0 125.0 11'-0" 11'-O" 11'-O" • 10'-10" - 130.0 11'-0" 11'-0" 11'-0" - - _ - - 135.0 11'-0" 11'-0" 11'-0" 140.0 _11'-0" 1.1'-O" 11'-0" 145.0 11'-O" 11'-D" _ 10'-11" 150.0 11'-0" 155.0 11'-0" 11'-0 160.0 11'-0"-_ 11'-0" r#* MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN `i1,��14yr/i _ _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 FEET OR FROM TIP OF SIDE RAIL-TO CENTER OF STORM BAR. 11•.......••. o2020 TILTECO INC. DRAWN BY: ENS ✓5? Nautilus M.P. '� - -CZ RoRbIgSbuHorsystom 'os a N0.441 7 1 L, E C®ant. DATE nLUT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. G(/(.(J a7ss x.•.�mn..se.s..w,vulu uvova,n.,ulse 668 S.W.WHITMORE DRIVE STATE 0( N - r � 20-064 emeco -1m PORT .LCE,FLs49a4 DRAWING DR IQ (� CA-0006719 -- PNOxE:(B00)7sY-20a6.rAI:(772)B11-0990 - C \'�? WALTER A TILUT Jr.P.E. Ioounw. aoPmo. �ii�FS '••.... ••;,lj\�. SEAL/SIGNATURE./DATE FLORIDA Lic. 44187 EEFm n-w SHEET 22 or 26 - - _ _ _ - ' TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION SS(SHEET 9) FOR A GIVEN A.S.D.'DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) o"m°c°iI STORM BAR SPACING"a"(T'r) A= STORM BAR SPACING"a"({T) DONOR FIEMW1 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' � 2' 2.667' 3' 3.5' 4' 4.5' 5' 6.5' 6' 6.667' 30.0 /4B,C,D A.B.C.D _0.B.CC,D &B,C,D A.B.C.D _A,B,C,D _AB,C,D AB,C,D _0.B.C,D A,B,C,D SOA A.B.C.D _0.B,C,D AB,C,D AB,C_D_ 0.B&2 AB,C,D 0.B,C,D _A,B,C AB,C _ -35.0 A.B.C.D AB.C,D AB.C.D AB,C,D 'A,B.C,D. _A,BB,C.D A•B,C,D AB•C•D AB•C•0 _AB•C•D 35A A.B.C.D _ 0.B•C,D AB•C•D A.B.C.D 0.B,C_,D %B•C AB•C AB•C _ AB A 40A A&B&D A.B.C.D AB.C.D A.B.C.D 0.B.C,D A,B.C,D _ AB,C,D A B•C•D 0.8,C•D AB•C.D BOA 6 B,C•D _ A.B.C.D AB•C•D A.B.C.D A,B,C AB•C 0.B•C A A J A 450 AB,C,D AB,C,D AB,C.D A,B.C,D A.B,C.D _ A.B.C.D A.B.C.D .AB,C.D 0.B•C•D _ AB•C_ I5.0 A.B.C.D AB,C,D AB•C,D BC _ ItB,C AB,C A A A A 50.0 AB,C,D AB.C.D 0.B,CA ' A,B,C.D AB,C,D _ AB,C,D AB,C,D AB.C.D AB•C,D A.B•C W.0 A,B•C•D A.B.C.D A.B.C.D AB.0 A•B•C A A - A _ A A 5S0 AB.C,D A.B.C.D A.B.C.D A.B.C.D AB.C,D &B.C,D _A.B.C.D A.B.C.D_ 0.B,C _AB•C 65.0_ AB•C,D A B•C•D A B,C ___ABC A _A A _-A A A 60.0 AB,C,D AB,C,D A.B.C.D A.B.C.D A,_B,C.D AB.0 D 0.B.C.D AB.0 -0.B,C AB,C 50.0 AB.C,D A.B. A.B.C. _ AB A A A A_ A. A SSA AB,C,D A.B.C.D AB.C.D A.B.C.D A,B,C.D -AB.C,D 0.B.0 AB.0 _A,B.0 AB SSA AB,C.D _ AB•C AB•C A �A A A A _ A A 70A AB,C,D^_A•B•C•D AB•C.D AB•C,D A,B.C,D _A.B,C AB,C AB•C Ag A _ 70.0 A.KC•D 0.B,C 0.B A A A A _A A 75.0 A.B.C.D tiB,C_D AB,C,D _AB,C•D NB•C.D A,B.0 AB,C 0.B _ A _ A 75,0 A,B,C,D A,B,C_ A __ A A _ A A _ A _6OA A.B.C.D _AB,C_ _D AB•C,D A.B.C.D BC A,B,C_ AB,C _ A_ A A Sp.O AB,C Ag A A _ A, A A - - - 55.0 _A,6 C•D _B•C,D AB C,D__A,B,C.D A,B,C __AA C A,B A A _A )S!{,0 A,g,C A_ A A _ A _ A A - - - 2D.0 A,B,C.D AB,C.D A.B.C.D_A8,C A,B,C AB,C _ A A A __A emo A,B•C A� A A_ A A - OLD A.B.C.D A.B.C,D AB,C.D A.B,C-B,C A•B•C AB A _ A _ A _ A p5,p _A_B,C ~A A _ A A A - - - - 10D.0_ •A8,C•D AB.C•D_ AB,C�D-. AB,C -0.B•C A A A _ A A�-_ 100.0 AB.0. A A_ A _ A 105.0 AB,C,D AB&.D_ _&B.0 _ 0.B•C __AB A A _ A A _ _A 105.0 A•B •A _ A - A- A - 110.0 0.B•C;D BCD A,B,C_ A.B,C A A A A A_ A 110.0 A A A. - A z 115A_ AB,C,D A,B,C,D AB,C _A,B,C A _ A A A A A 115A A A - A A 120A &B,C,D �/,B•C AB,C . 0.B A A A A A A 120A A A A A - - - - - 125.0 AB.C,D AB,C _0.6.D __ A A A A A A A 125A A A A - - 130.0 A.B.C.D _A,B•C 0.&C A _ A A A A A A 130.0 A A A - 139.0 0.B,C.D 0.B,C A,B,C A - A__A A - A - _A 13SA A A A - 140A AB,C,D A.B,C AB - A A A A A A - 140A A A - A 145A AB,C.D 1,AA.B.,C - AB A A A A A` A - - 14SA A A A 150.0 AB CD_ .0 A A A A A A - ____ 150A A _ A155A A.B.0 BAA A A A A - - 15" � A A _ _150A ABC A. -A A 450.0 A A -- ANCHORS TYPE LEGEND A 3/e"o CARBON STEEL,KWIK BOLT TZ , EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5' Min. THICK POURED CONCRETE (f'C = 3000 psi) B 3/8'C.1 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8'o-16 MACHINE SCREWS C 1/4"oX3/4"ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*TO POURED CONCRETE (fc = 3000 psi) & gJJ1 1�t111�" { 1/4"e-20, 18-8 STAINLESS STEEL MACHINE �� H. � �ii FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCREWS r/ 4 02020 TILTECD INC. • DRAWN I".. D 5/16'D fTW/BUILDER TAPCON ANCHORS W/ a SF •,9 •� Nautilus 2 1/4' Min. EMBEDMENT*TO POURED N0.4416 L� -__� 'L E C O INC. HotHnysnuH&rSyefam 0s DA20x0 CONCRETE (fc = 2899 psi) *; EXPERT SHUTTER SERVICES INC. * nwT TESTING&ENGINEERING-PAN o'• STATE OF +a,�+,"'" 668 S.W.WNITNORE DRIVE 20-064 * EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH n DNl (coo)7N-�IE.n FL[ixi)m,me0 CO "-mW:hltee"O""I.eom DRAWING No / ',,�iC' F RID wuTEAA006719 PE a.aon ••.• "0' ''�i���sS�Q••...�� ;`�� E.SEAL/SIGNATURE/DATE TLOWDA L+'T•/441D7 a",T-n. sx[[i 2]DT xa 111111111111 - , SCHEDULE la 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(p.s.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(FT)' MAXIMUM MULLION SPAN(EQMAXIMUM MULLION SPAN(Er) UAX MAX OEM ©4'1(Bk1/4"MULLION G1 4'k8'k1/4'MULLION G2 4k7k114'THICK(318'FLANGE)MUWON D�7 u1H�tioN ©4"x6k1/4'MULLION G1 4'XBk1/4-MULLION (.2 44-)ngMUWO IRESSURE SPACOIO _ PM WIND �AZwO _ _ Illsss"'6ee""" . (P�y{,) - ORIINGTION�1 t..ORIENTATION. 2(Q) 'ORIENTATION'1 (� ORIENTATION/2(Q) ORIENTATION 1 (� ORIENTATION/2.Q) (P+f•), (�P ORIENTATION 81 ORIENTATION 02(Q)t ORIENTATION#1 ORIENTATION#2-(D)l ORIENTATION/2(Q ""END I-INTERIOR END I INTERIOR' -END INTERIOR - END I INTERIOR END. . END INTERIOR ___ _ - _ END INTERIOR END I INTERIOR END INTERIOR END INTERIOR END.. INTERIOR 30.0 20'-0' 7'-10' 8'-8'- -7'-3' 12'-0' 9'-4' id-7' B'-0' 12'-6' 9'-8 7'-8 12'-8' 30.0 20--O• -7'-10' 9-0' 7'-3" 12'-0' 8'-4' 1 7_r B-0' 12'-B' _Y-8 12'-e' 350 20'-0' 7'-4' 9'-3' 6'-B' 11'-5' g-8' 10'-0' 7'-T -12'=fi' - 8'-11' 8'-i1' 12'-S* 35.0 20'-0' 7'-4' B'-S' 6'-B' 11'-5' , .B'-B- 10'-0• 7'-7' 121-6' 6--11' 12'-6' 40.0 20'--0_ 8'-10' .B'-10' .8'-4' 10'-11' 8'-1_ 9'-T 7'-J' 12'-6 8'-5' 6'-8' 12'-e'- 40A 20'-0' 8'-10• - 8'-10' 6'-4' 10'-11'• e'-1' 8'-T T-3' 12'-8' -8'-8'- 12'-G' 40.0'- .2d-0' 6'-8' S-5 B'-6' 10'-8'_ T-B' 8'-3' 6'-11' 12'-6' 7'-1 Y 6'-2- 12'-6' 430 20'-0' 6'-6'�_d-6' 8'-6' 10'-8' T-6' _g'-3•- 8'-11' 12'-6' -e'-2' 12'-6• - 60D_ 20'-O' 6'-2- 8'-2- ,8'-0' 9'-1)' T-4' ' B'-11' 6'-7' 1Y-6' 7--4• 5'-11'. .12'-8• 80.0 21F-0' 6'-2- _ 8'-2' V-0' 10'-2' 7'-4' B'-11' S'-3' 12'-8' [!BD 20'-0" 5'-11_ 7'-11' 5`-9' 9'-0' 6'-8' B'-7' 8'-3' 12'-4' 6'-8' S'-T 12'-6' 80.0 2d-0• 5'-11' -"Y-11 5'-9'- 9'-10' 7'-0'_�8•-7- 4'-10• 12'-4• T2'-B'--- 80.0- -19'-5' 5'-9'. 7'-9' S'-6' 6'-8'__ 6'-4' 8'-6- 6'-2- 12_-0-0' V-4' - 5'-6' _12'-6- 80.0 19'-5 5'-g' 7'-9' S-8' 9_8' 6'-10' 8'-6' 4'-S' 12'-O' =5'-6' _ 12•_8•- GAD 18'-4' ,5'=9 _7_9• --_5,_1•- 8•_4_ _6•-4•- 6'-4- e_2 __I V-10' 6•-4' 5'-6 - tY-6_ GAD .18'-4'. _5'-9 :. T-9' _5-4_- e'-T- 8'-10' _ B'-5' 4'-B' 11'-10' S'-6 _70A- _7T-4' S-9' T-1- 5'-4'- B'-2' 6'-3' i 8'-2' 8'-2' 11'=9' 8'-J'_-- _ 5'-8•. -12'-8' 70A 1T-4' 5'-8' T-8' 5-4'' `-'8'-8•.-.. 6'-10' _8'-4' 4'-8' - 71'-9'- 5'-6 ' y730 16'-6' •"5'=9'- Z'-7•. 5'-4' 8'-0' -b'-!' B'-0' 6'-2' 11'-T 8'-3' 5'=6 '12'-5' 750. '-16'-6• 5'-9- -T-7-_ 5,_1• 8,_5• 6,-10• 8'-3' 4'-8' 11•_7- 5•-8.--.12,-5, - - . 0DA 15'-9' 5'-9' _T-Y 5'-4' 7`-10',__ e'_J• 'T-10'_ 6'-2' 11'-6' 8'-3 5'-6 -12'-4' E0.0 15•-9' S'-8• 77•-Y .- 5-4': 9'-4' 6'-10' B'-3• __4'-6' 11'-6- V-6 -12'-4' . 8SD 15'-0' -5'-9'4 _T-T -5'-1'_ -.7•-g' 6•_3• 7•_9• 6•_2• 11•-5• .6•-1• :5'-6 - .12'-3 8S0 _ 15'-0- 5'-9- Y-Y 5'-4' 9'-J' 8,_10• 8•_2• - 4'-B'' 11'-5'.' _5•-6- - wa 14'-2'' S-10' 7'-7' 5-5' T-9' 6'-4' .7-9' .. 6'-3'.- 11'-5' _ 6'-4- S-7 12'-3 90.0' 14'-2- '-5'-f 0' Y-7 - 5'=5' 9'=3%- '8'-11' -6'-3'- 4'-10' •11'-5' 5_7 12'-3-r:_ 9SD 13'-5' •.5'-10' T-7C-.-6�_8• 7•_9• 6-5- 7•_9• ' 6'-4•. . 11'-5• -6•_5•-' ..5'-8 12'-3" 'Ma "__1 V-5'' 5'-10' _7'-Y 5'-6' e'-3' 6'-11• B•_3•. 4'-11' 11'-5- 5•_8-` .12'-3 . 100.0 12'-9' T-1 Y,-T_7` _-5'=T._ _7'-9': 8'-8' .Y-9' -6-4' .11'-5'- 6'-6' 5'-8 12'-J 10DD- =12'=9'• 5'-11' _Y-T. 5-r 9'-J'- 7.•=0•_ 6'-2• 5'-0' 1 V-5' S-9 -12'-3"- 4040 12'-2' 6'-0' T-Y r 5'-T 7-9' --6'-T T-9'-' 6'-5' 11'=5' 6'=Y S'-9- -12'-3 10.7A 12'-2' 6'-0' Y-T 8-T 9'-J' 'Trt.' "'8'-2' •_.5'-1' -11'=5'. _-5'=8 12'-3 7'-7 .5-8' ,-7-9'_ - 6'-B' T-9' 8'-8' 11'-5' 6'-8' _ 5-10• "12'=3' 710A- .11'-Y B:-0' ':T-T 5'-8' B'-J' T-2' 8'-3' 5'-J' :11'-S'"' S'-10' .12'=3 11A0. 11'-1� 6'-Y 7'-7* 'S'-9' T-D' 6'-9' _;.7•-8' _6' 7_ . _IV_5 .6'-9• -11' 12'-3 718D il•-1• 6•-1•• T-T. `."5'=9' : 9'-3'-, -J'-2'�:.,: B'-3�-..' .<.5'-4'-' 11•_5•-_ 5•_71' 12'-3 , 120A- '10'-8'_ 6'-1' T-6'" .`.S'-B". T-B' 6'-f0" T-9' 8'-7• '11'-5' 5-10' '6'-0' 12'=3 _ '120A :1d=8'. :.6'-1' T=6' 'S'-9' e,_3• T-3' 8'-2' S•-5• ,:11•_5•-! _6'-0'- -f 2'-3� 1250 10'-2' 8'-2' 1 T-T, S'-10' 7-10'. T-0' 7•-f0'-_ 6'-9' '.11'-5"-: - -- T 0 6'-1' 12'-3 125.0 - 10'-2' 6'-2' T-7• - 5'=10'. 9'=3' T-4'_ .8'-3' 6'-9' S-1' 12'-3 - 130.0. 9'-10' B'-3'--:- Y-T- S'-10' T-B 7'-0' 7'-9- 6'-9' 11'-5- -- _.Y-0- __ 8'-1': 12'-J - 130.0.. -9'-10' 6'-3' Y-T S'-10• 9'-3- Y-4'' -'B•-2- -8'-9 .11'-5--. -8'-1• :-12-3 130.0 9'-5' 6'-4' Y-T" 5'-11' T-10' -.7-2•_. 7'-10'_'_a'-10' 11.'-5'• 7'-2' 6'-2 12'-3 7330 _9'-S' - 6'=4' T=T_- 5'-11' - 9'-J'_ 7'-5' 8'-3' 6'-10' 11'-5 8•_Z• - 140.0- -.9'-1L 6•-4- 7'-7' 6'-D' T-10- 7'-0' 7-10•' 8'-11'- 11'=5' _ .T-0' 6'-3- "12'-3 14G.0 9'-1' S-4' T-7 5-0' 8'-3' 7-6' 8'-3'� .11'-5' 140.0 5-10- -•6'-5- 7'-6'�1,.,6--0' _7•-g- T-4- 7--9' V-11'' 11'-5' _ Y-4' 6'-J'" ;,12'-Y 145A - 6'=10' mm 8'-0' r .9'-J' T-6' 8'-2' 8'-11' 11'-5'- _6'-3' .1Z'=3- 150D e'-6' S-6' 7'-7• + e'-1' 7'-9' .-.7'-5' -T-8'" .:.T-0' 11'-SS. -Y-5'. __ e'=4' .12'-3 1[9).0 _8'-8' _ 6'-1'- _9'-J' -T-T. 8'-Y r- T-0' 11'-5' - 6'-C� 17-3 _ 136A_ 8'-3' 8'_6'._ _7'-7• 6'-2' 7'_g• 7-6'_ 7'_8• T-1' 1 11•_5• _Yr6• __ -..6'-5' 12-3-_I 185A: =B'-J'. 6•_2• g•_J• T-B• -6,_2•. ._Y-1• :.11'-5'- 6'-5' 1Y-3.- 180.0 B'_0' 6'-7` T-0' .-6'-2' .-7'-9' _T-7 ..T-9' T-2 .11'_-r'� .6'-8' 1Y-3 780D 8•-0• ' '6•-2- g•_3•_ :Y-e' B'-Y-1---7;_2• 11•_5• r 6•_6• 12'-3' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED, , t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT., _ END MUWON z jI_- _ I INTERIOR I I MULLION 1}�1 1MEl� FLORIDA BUILDING CODE (Non High Velocity_Hurricane Zone) -15'•C,=-'5:-�. ♦Q�!.•�\�.EN S�' . -- --- "--"---'"- - - 02.020 TNECO Me. .* -- -"-- - -Twlwn er: - - ,Nau.iilus� M3. MULLION SPACING:"S" p Np,4416 = L E C 0 IMc. RoHlagS66tferSgatem 06/0 Eo2o n T TESTING a LNGM RING DOMPAN7 EXPERT-SHUTTER-SERVICES INC. .o. STATE OF A�m7° 1eJ0Si4,ra n. 665 S.W.WRRMORE DRIVE 20-064 o-m07 NTac00001.com PORT Si.LUCIE,FL 349[u ',,:0 FCOR10 •�� (7-0008719 PHONE.(M)749-058,FAIL(772)871-0990 ORAmxa no �••........•• `� _ WALTER&TILLIt Jr.PE a.w a+a,m ay.I.e� yn -- i SSlONA� "\���P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.A 44157 'SHEET Z4 Of 28 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING ITRAPPEDI MOUNTING MAX. SPAN(R)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(M- FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.)&A 17-0"MAX MULLION SPACING(0)• _DESIGN PRESSURE RATING(P S.F)&A 12'-0"MAX MULLION SPACING(FT) MAXIMUM MUWON SPAN(Fr) MAXIMUM MULLION SPAN(F) MAX lux FoWID 4"x6"x1/4'MULLION 4"x8'x1/4"MULLION 4xTx1/4'THICKOi IMIJUJOIN (38•FLANGE)MULLION Psi' wtorw `li G p ( � ©4"x6'x1/4'MULLION 4"x8"x1/4•MULLION G2 4'xTx114'THICK RATING lift) RATING I FLANGE)MULLION (PyE) ORIENTATION/1 t4t ORIENTATION f2 Q ORETRATION 1 ORIENTATION 12 Ot ORIENTATON 01 ORIENTATION/2 )t (P-L) (ft)• ORMNTA71ON/1 t4tj ORIENTATION/2(0) ORIENTATION 1 OPotNURON f2 0) ORIEMAT�N/2 END INTERIOR END INTERIOR END INTERIOR ENO INTER END END INTERIOR END INTERIOR END INTERIOR END INTERIOR I END IMFRMR END INTERIOR 30.0 12'-0• 11'-Y_ _71-B' D'-9 _72'-6_ 12-e 12'-8_ 10'-7' 12'-8' 12'-fi' 11'-3' 12'-6• 30.0 12'-0' 9'-9 11'-6• 9-B• 12'-8' 12_-6' 12'-6'_ 10'-7' 12'-6• 11-3' 12'-6- 3!A 10'-7• 10_-17_ 9'-2" 12'-6_ 11_-11' 10'-0-0' 12_-8• 12'-6• - 10'-4' _ 12_-6• -3&0_-_12'-0' 9'-2' IV-11• 9'-2- 12'-6- 12'-8• 11'-11' 10--0•- 12'-6_' ip'-4_ t2•-8• 40A 1Y-0' 9'-1D' 10'_5_ 8•-8' 12'-6• it'-B• 1V-4' 9-6-8• 12'-6'- ---17'-10'---_ -g'-Y--12'-6'- 40.0 12'-0. _-B'-8' 10'-5•- a'-B' 12'-e' I1'-B_ 11'-4'- g--6'-- 12'-B' 9'-7• 12'-e' - 46A- 12'-0_ 9'-3" 10'`1_-B'-4_ 12'-5'- 10'-11' 10'-11" By-1'-_72_-6• �11'-Y _B_-O• 12'-8• _ 45.0 12'-0• 8'-4' 10'-1' B'-4_ 12'-5'_ 10'-11_ 10'-11' _9'-1' 12'-8' D'-0' t2•_6^ EOA 12'-0' _ _ _8�1'_ 10'-4• 10'-7' B'-9' _12'-6•_-_ 10=Y_ B'-6'- tY-8•_ _ BOA _ 12-O- 8'-1'- 9'-8• --8v-1' -12'-0' 10'-4•_ 10'-7• -8'_9' 12'-6• 8--e' 12'-6'- BSA 12'-0' B'-4' 9'-5' 7'-10' 11'-8_ 9'-10' 10'-3' B'-B_ 12'-6' —SSA-_12'-O' 7'-10" 9'-5' 7'-18• 1V-0'- 9'-10• 10'-3- _8'-6•-- 12'-6• 8'-1' 12'-6' BD.O _ 12'-O' B'-O' 8'-2'� Y-6' 1 iv-{'--9'-5" 9�'-11_ B'-3' 12'-B• B'-Y __ Y-9' 12'-6'- SO.0 W-0• 7'-6' g'_2' Y-8•_ 1 V-4' 9'-5• _9'-11'---W-3" W-8'-7'-8•--12'-6•-- SLO 12'-0' 7'-8_- 8'-11' 7'-2•_ _i W-0- 12'-8' 9'-3_ Y_5 12'-6' RSA 12,-0' 7'-2• 8_11- 7--2' 11'-0'-__9'-t' B'-81 B'-0' _ 12'-6• Y-5- 12'-6•- 70A _12'-0" T-4• B'-0' _B'_11�_10'-9' - 8'-B' �0'-5'--7-18__ 12'-8' — 8'-11• --_- 7'-Y-- 12'-6• - 70.0 12'-0• 6'-11' 8'-8- 6'-11' 10_8• 0'-9' 9'-5- Yr1O'_ 12'-6• T-2' 12'-8' 730 12_-0-0' T-1' e_-e'_ 6'-B_ 10'-e' B'-5' - 9'-3'- T-0• 126• B'-Y 6'-11' I2'-6" 73.0 12'-0'--6'-8• B'-e'- e'-B' _1D•-9—' e•_6• _-B•_3—_7•-b•�_ 1Y-6' 6'-11' 72•_B• SOA 12'-0' _6'-11' 8'-4' -6'-5' 18'�T- e'_Z' 9_-0_ -T-S• -12'-8' B'-4' __ 6'=8'_- 12'-6• - BOA 12'-0• 6'-5' B'-4• 6'-S' 10'-3• -B--2•__ e'-D' 7_'=5' 12=6• 8'-e_ 12,_e• R70_ 12�0_ 6_B•__ B'-2•- 8•-3' -9_9'- Y-11�_fi'-1D• 7'_2' 12'-8• - B'-1' -� 8_8•__ _72'_8'_ _ RSA _12'-O'_ 6'-3_ B-2' - 8-3'- 1p'-1'--- 7'-11' -a'-10' -T-2' 12'-fi- B'-6' _72'_6-- YOA__12'-D_ 8'-6__9'-0• 6'-1' 9'-2'- 7'-6• e'-B__ Y-0' 12'_$' 7'-f0`- - --6•-4• 12'-S_ DOA 12'-0_ 6_-1' _8'-0•_ B'-1•_-_9'-11' 7'-9— 8'-0'_- it3.0 12'-0• 6'-4" _Y_10' 5-11" .g-B• 7'-S• B'-6' _ 8'-10_ 12_1' --7_5_ 6'-2' 12'-8'- -DRO _12'-0' - 5'-11' 7-10' 5'-11• B'-8• 7'-6' B'-6_ 6'-TO- 12'-1• 6'-2' 12'-6- 100A 12'-0• -6'-2' 7'-B_ 5'-0' e'-3' _Y-0' B'_-T W-8" 11•-B• 7'-0• --- 6'-0' 12'-6• - 100.0 _ 12'-0' -5'-9• 7'-8' S'-9' -9'-7' 7'-4' 8'-5' --5'-6' it'-g•- B'-O' 12'-6'- 10SA 12'-0' 8'-0• 7'-7• S'-0' 7'-10' 8'-8' Y-10' e'-6' 11'-6' 6'-8' S'-10' 12' --105.0 12'-0'-6'-0' Y-7' --8'-0'_ -9'-4' 7-1'- B'-3" 5'-3' 11'-6• -5-100 12•-' SCHEDULE IV (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATIONI SCHEDULE 2b• (LIMITED LOAD MULLION SPACING&SPAN INSTALLATION FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN Ift)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX SPAN(ff)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(p 0.1 AND FOR 17-0"(CASE 1)&9•0•ICASES la&III MAX MULLION A.S.D.DESIGN PRESSURE RATING(p.s.f)AND FOR 17.0"(CASE 1)&F-O"(CASE III MAX SPACING lft)• MUWON SPACING(ftl• MAXIMUM MUWON SPAN (FT) MAXIMUM MULLION SPAN (F0 wx G 4-4-AN THICK (G7 4'x8k1/4'THICK G3 2'zTxtl4'THICK MIA•, G 4'x6'x1l4'THICK G1 4 x8 `! •THICK G3 Px7k1/4'THICK 460SES DESIGN MULLION MhUM MUWON MULLION INSDUM DES= M MULLION MULLION RRMMULUON �� PREMSURI PRESS11 MULLION PAT INEI SPAtYIB II " ! 11 f1 O"0.MM,lDD1 11 �� SP�10 11 OIRTWDN i IM fi fl ATKIN 11 f foal.) (�• �➢t (0)t Q�t fait (0)t Q�t (0)t j END (IA.*•) (")• (fit (0)t fit (=Dt (0)t F=Dt (0)t ENO INTERIOR END INTQTIDR INTERIOR ENO INTERIOR _ ;MULLION END INTERIOR END INTERIOR INTERIOR END WTERIOR 30.0 12'-O• - 12'-6• 12'-8_ 12'-B' 12'-6' - W-0' o _ I / - �__ �2'� - 12'-6• 12-6' 12'-6- 126-6• _35.0 128-0' - - _ 12B' 12'_8' - iT'-11_ 12'-60 - 11•-0• 3 1- -_I/ �8 -12'p• _-- 12'-8_ 12-8-_ it-n_ 12•-6_ - _ 11,0•_ 40A 12'-0-_ 12'-e' Il'-8" 11'-4' 12'_6• - - 11'-0" �� -__ __40D _72'-0'_ - 1Y-6' 11'-8' 11'-4_ 12'-B' - 11'-O' CASE i 40.0 tY-0' __ t2_-S 10'-11' _1O'-11• 12:_6'-�- 111_01- �i I_ __1 CA9E Y � -12'-0' tz'-5'- 10'-11' f0_71' 12--e'- - 11,_O• _12'-O_._._.10'-4_ 10'-Y 12'-6• - IV-0•- __ E— _INTERIOR 30A tz'-0•_-- 1z'-o• 10'-4' i0'-T 12'-6• -_ t1•-0• - 06A 12'-0• - 11'-8_ V-10' 10'-3• 12'-8• - - -11'-0' 1 —-I MUWON 5" -12'-0' - -_ 11'-9' 9'-10- 10'-3' 12'-5' 71-0- iIOD 12'-0' - 11_-4-4'_ 9'-5' B'-11• 12 6' - - il'-0' I 1 --I 80.O 12'-V 11'-4• 8'-5•_ 9'-11- _ 12--6_--_- 11'-O'- ®2 12'-0• - 11'-3' 9'-4' D'-11- -_12'-6' - IV-W --- BOA 17-0• - 11'-3• D'-4' 9'-11' 12'-6' - 30A_ 8'-01 - 12'-6- 12'-6• 12_6• 12--6• - 71'-0• • •. 3MD W-0- _ 9'-0• 91-V 9•-a; 9--0• _ 9•-0• 75A e'-0' 12'-0' 12'-6•--12'-6• 72'-8• - _ W-0' _ _e'-0' 9' 4oA e'-0• - 12=6• ,2'-e- i-2-e• 12'-6• tr-0• MULLION SPACING:"SI' —4°A a--°- g•-D• B•-D• __9•-D• 9•-p- - B.-D. 4sA 8'-0' - _12'-6'- 1Y-6'- 12'-e 12•-6'- - 11'-O' _B'p'__ - _ 9'-0• 9'-0 _s-0 e o _ 9 0 CASE to 50.D 8'-0• - 12'-6' 12'-8• 12'-6" - W-0' _�'8 8' 8-p• g_D__p--0—' 9•-0• .g'-O_ 66A 6'-0•_ — 12'-B•_ 12'-6"- 11'-e' 12'-8' - 11'-0' _560 8-8'_ _ 9'-0'- B•-O_ D'-0• -B'-0_ 9'-0- am W-W 12'-Y 12'-2' 11'-4' t2'_y __ _ 11•_p= 'MAXIMUM MULLION SPACING SHALL BE SUCH a __ e'-0__ p-D' B'-o e'-o• s'D' - s-0' eoA a'-o• - 12'-0• 12'-0' 117-4• 12':0• 11'-0• THAT MAX ALLOWABLE SLAT SPAN FOR THAT 85A _a'--0' _ e'-o" s'-a' s'-a._ 9'-0- 9'-o- 30.0 e'-o' - 9'-0'o• e'-0• 9•-0• 9'-0' - 9'-0' DESIGN LOAD SHALL NOT BE EXCEEDED. T8•0 s'-0• 9•-D' =9'--0• s•-o' e'-o• - e•-o• 36A 8'-0• - 9'-0• _ _9'-6' 9'-0"__ 9•-W _ - 9'-0• � 8'-0• 9'-0_ 9'-0" 9'-w __9'-0'- - 9'-0' _ 4D.0 e'-0• �~ 9'-0• D'-0• _9'-0' 9'-C - _ 9'-0- T MULLION ORIENTATION IS AS SEEN FROM THE �A e'-0• _ -_D'-D' 9'-0' _9•-D• s'-o'___ s'-D•_ 45A -e'-0• - 9'-D' B'-0• V-0= 9'-0' - e'-0' OUTSIDE(EXTERIOR)OF PRODUCT. 55A _ B'-p' s'-o' e'-0` s'-0• -0'-0_ 9'-0' 9DA e'-0' 9'-0 B=0' 9'O' g'-0' - 9''-0_ -5" 0'-0' — 9'-O• 9'-a_ 8•-0_ 9•-O' _-- 9•-0• - _DSD 0-0- - _ g-O" g'-0• 9-0-_ 9-0• 9-0•_ CASE7I ODD 0'-0' -_-_ 9'-0' _ B'-�• 0'-0' 9'-0' _ s'-0' 100A e'-0' - 510 e�-0-0' 9-w� 9'-D' V-0' s'-o• - B'-0` �IIIl�(((Irl FLORIDA BUILDING CODE 7DA e•_O•- - - B O•--9'_O• -g•,-o• 9•-U•--_-_- - g•_p• p\VC)� �. 1 IL (Non High Velocity Hurricpno Zone) 7R0 B'-O• - B'-0•_ B'-0" B'-0' 8'-0" - B'-0- \\\\' t'�( / n��I 02020 TILTECO INC. Nautilus • `.\P1r.••\V ENS••. i 0.FZ�illuS pMy B7: Mv- 6'-0• - B'-0' _9'-0• 8'-9"•-9'-0•-—---_ 9•-0• `\:, 0'-O' - _ _ e'-0' e'-9•• 8'-3'• 9'-O' B'-0' v a'-o' - 9'o e'-z•• 7'-s'• B'-0_ - s'-0' �G '-�_� IL E C O IMe. RDIlIrTgSLuNerSystem as/e2s e-_O - e-D_ -a'• �'-4 • 9-0 ----g-0 No.44i 67 n1i1r T11 INGL C ENGINEERING CDYPANY EXPERT SHUTTER SERVICES INC.-9•_or--- B•-0• _3•,-7'-0•• g•--0• _ D'-0' _*: * :*1' // nw Na Hsu.a.sa m.wmw G®p4 n ylw 6S S.W.wN811oS DRIVE VI NOTE:USE 9'-0'IF ANCHOR CONSISTS OF HILT],INC HUSH SCREW OR POWER FASTENERS, - ^""'(� -'110•re.T>o»11I-I611 20-064 Z-o'• STATE OF :�•= - Y-00057wl.eom PORT Si.WdE,FL 34984 DRAWING N. WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 ON SHEET 10A kr G-0006719 7No8p(800)741-M,rAl4(772)67I-011g %�� FL O R TOP ' � 8 WALTER A TIUTT Jr.P.E. a •rt e... e n .<��.,, \�``.�.E. SEAL/SIGNATURE/DATE FLORIDA U../44167E.25 Dr 26 ,'llllllllll Illtllq\71�\` - SCHEDULE lc SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.Q & A T-O"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.) & AND 7'-0"MAX.MULLION SPACING SPACING(ft)• (FT)UAx , MAXIMUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(T r) .&D MIOL Dm miumm ©4"x6"x1/4"MULLION G1 4"x8'k1/4"MULLION G2 4'x7'z1/4"THICK(3/8'FLANGE)MULLION DE GN WIxWUN ©4"x6"x1/4"MULLION Gt 4"x8"XI/4"MULLION G2 4'x7k1/4•THICK pA RAIIING TING SPACING � FLANGE)MUWON (pif.) A ORIENTATION#1 (#tl ORIENTATION B2(0)t ORIENTATION 01 �)Tj ORIENTATION 62(0)t ORIENTATION#1 ORIENTATION 02(Off �}'� (�� ORIENTATION 81 (-4tl ORIENTATION 82(B)t ORIENTATION#I b)tj ORIENTATION;2(Q)t ORIENTATION/2(0)t END I INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 7'-0- _72'-6- 12•-6_ 12'-6- _ 121-6- 12'-6- 12_--6y 12'-6' 12'-6' 12'-6' 12•-6' 12'_6_ 1�0•p,- 7-0'__120_60 128_6' 12'-6' 12'-6' 12•-6" 12•-6' 12•-6' 12'-6' 12'-6- 12'-6' 35.0 T=0'_"12'-6' 12'-6' 12'-6_ 12'-6-- 12_-6'_ 12'-6- 12'-6--� 12'-6- 1Y-6' 12=6' 12'-6' _}S 0 7'-0_ 12'-6'_ 12'-6' 72'-6• 12'-6' 12'-6' 12'-8' 12'-6- 12'-6' 12'-6' 12'-6' 40.0_ 1'-0' 12'-6' 12=6' 12;-e' 12'-6' 12'-6' 12'-6' 12'-6_ 12'-g__ 12'-6' _12'-6'- 12'-B' �q,0 T-0'_ 12'-6'_ 12'-6• _12'-6 --12'-6-- 12'-6- 12'-6- 12'-6- 12'-6- 12'-6•- 12'-6' _4_SA- T-0_ 12'-6'_-12'-0'- 12'-61_ 12'-e'__12 6• _12'-6'_-12'-6' _ 12_6' 12'-6_ 12'-6'_- 12'-6'_ �,y,Q_ T-0' 1T=6'_ _12'-0' 12'-6- 12'-6- 12'-6' 12'-6' 12'-6' 12'-6' 12'-6'_-12'-6- 3Q0 7'-0�12'-6' 11_-7' 12'-6' 12•-g_ 12•_6'_ 12'-6__ 12'_6__ 12'-6'- 12'-6' �- 12'-8' 12'-6• pqA-7'-O__ 12'-6'_ 11,;-7___12'=6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6 12'-6' 12'-6'- 63.0__ 7T-0'- 12'-6" 1131� I2'-6' - 12'-8'_ 12'-6' - 12'-3_ 12'-6'_ 12'-6' __-12_6' 12•-6-"12'-6' �„T)-_ 7__O' _12_-6' 11'-3' 12'-6' 12'-6'- 12'-6' 12'-3' 72'-6'__12'-6• 12�-8•'- 12'_6• B0.0 7'-0' _12_6' 10'-11' 12'-6' 12'-6' 12'-6' 17'-11' _12'_fi 12'-6' - 12'_6'— -12'_6' 12'-6• Bp•0 7'-O'-- 12'-6" 10'-11' 12'-6' 12'-6' 12'-6' I1'_11" 12-6' 12'-6• _12'-6' ES.O Y-0' 12'-6• 10'-8- 12'-1- 12'-6' 12'-6' IV-7, 12'-6' I2'-6' 12'-6•-- _12'-6' 12'-6' BS.O-- 7'-0' 12'-6'- _10-,V _12_1' 12•-6' _12_6'7OD 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' MID 7'-0' 12'-6'_ 10'-2' 11'-6' 12'-6' 12•-6^ 11'-3' 12'-6' 12'-6' 72'-6 12'-6�__12'-6_ 7A,O 7'-0'_ 12'-6' I O'-5'-_11,-6' - 12•-6' _ 12'-6' 1 V-3' 12'-6' _12'-8' 12'-6' 12'-G" 80A T-0' 12'-1' 10'-2' 70-11_ 12'-6' 12'-6' _ ll'-0' 71_-11__ 12'-6'- 12'-6_ _12 6'_ 12'-6- �5,0_ 7'-0' 12'-l' 10'-Y 10'-11' 72'-6' 12'-6' _ 11'-a' 11'-11• 12'-6_ 72'-6' 12_6• BOA- 7_-O' I1'-6' 9'-71' 10'-6' _ 12'-4'-- 12'-6__10_-10� 11'-5' 12'-g_�_ 12•-6 1V-11' 12'-6' _Jjp�_ T-D• W-6'_ 9=:1" 10'-6' 12'-4" 12'-6- 00'-10' 17'-5' 12'-6• 11'-11' 12'-B' BSA 7'-0'_ 11'-0' 9'-9_ 10'-2'_-1T'-1' 12'-6_ 1D•-7' 71'-0' 12'-6' - 12_8' 11•-4' 12'-6' _8SA- 7'-0' 11'-0' 9'-9' 10'-2' -12'-1; 12�8'_ 10'-Y 11'-0' 12'-6' 11•_4• 12'_8• 90.0 7-0' 10'-T 9'-7• 9'-10' 11'-10' 10 10'-8•- 12'-6' ^72'-2' 10'-10' 12'-6' _Qq,� T-0' _70'-T 9'-T- 9'-10' 11'-l0' 12'-5_ 10'-5' 10'-8' 12'-8' 10'-10' 12'-6' 0.5.0 7'-0' 10'-Y _ B'-S' _9=6'_ 11'-7' 11'-11� 10'-2' -10'-4' 12'-6' - 77'-9' 10'-5' 12'-6 _pB4O 7'-0'__1D'-2' 9-5_ 9'-6' _71'-7' 11'-11' 10'-2' lU'-4' 12'-6' 70'-S' 100.0 7'-0• 9'-10' 9'-3' _9'-7' 11'-5_ 11'-6" 10'-0' 10'-1" 12'-6' 11•_5' 10'-1' 12'-6" ,Qp,p__._7=0'_ 9'-10' 9J3"__ 9'-3' 17'-5'_ 11'-6' 10'-0' 10'-1� 12-6' 10'-1' 12'-6'- 10A0 7'-0' 9'-6' 9'-1' 9'-1' 11•-3' 11_-2'_ 9'-10' 9'-1D' 12'-6" 11'-1" —� 9'-8' 12'-6' _lpS.p 7'-O' 9'-6' 9'-1' 9'-1' I1'_3"_ _1l'-2_-9�1D_ 9'-10_ -12'-6• 110.0 7'-O'_ 9'-}• 8'-71' B'-10' _11'-1' _ 10'-10' 9'-9' 9'-7' 12•-6' 10'-9" 9'-5'� 12'-6' 110.0 7'-0' 9'-7' e'-11' 8'-10' 11'-1' 10'-1D' 9'-9• 9'=7' 12'-6' 9'-5' 12'-6' ,120.D -7'-0_ 9'-0' 8'-10" 8'-7'_ 10'-11" 1D'-7' B'-7'_ 9'-5'- 12'-6' 10'-5'^�- _4_1'_ 8_7' 10'-11' 10'-7- 9'-7•-` 9'-S' 12'-6" 9'-1- 12'-6• 120.0 7'-0- 8'-9• 8'--8' 8'-5' f0-9' 10'-3• 9'-5- 9'-3- 12'-6' 10--2' 9'-10' �12'-6' .120.0 7~'-0'_ 8'-9'- 8-8'- B'-5— 10'-9' 10'-3' 9'-5'T 9'-3' 12•-6' 9'-10' 12'-6" 130.0 7'-0' 8'-6' - 8'-T. B'-2� 10'-T 10'-0" _9'-4" 9'-1' 72'-6' 9'-11' 8'-7" _12'-6' _ 0 7'-0' B'-6• 8'-Y _8'-2_ 10'-7• 10'-D' -9'-4• B—_I''_ 12•_g• -g'_7• 12•-g•- iSDA _ T-0' e'-4' 8'-5" -8'-0' 10'-8' 9'-9• e'-2- 8'-11' 12'-6' 9'-9' 8'-5 12'-S" 13p_0 _ 7_-0' g'-4'_ g'-5 8'-a. 10'-6' 8'-9" 9'-2' 8'-11' 72'-8• 8'-5' 12'-e' 8'-4• 7-9" 10'-4• 9'-7" 9'-1' -B'-9r' 12'-6' -9'-6' B'-2' 12'-e' syA 7_-0'_ 8'-2' 8'-4• _ 7'-9' 1g'-4- - 9'-7" B'-1'_ 8'-9' -_12'-6' 8'-2' 12'-6' 140.0 _7'-0" 8'-D• 8'-3'_ 7'-7'_ 1O'-7' - B'-4' 9'-0' 8'-7' 12'-6' 9'-4' _8'-0' 12'-6 7'-7' 10'-3' 9'-4" 9'-0 8'-Y 12'-6' 8'-0' _12'-6' 145.0 7'-0' 7'-10' 8'-2- 7'-5' 9'-9' 9'-2" 8'-10' B'-6' 12'-6" 9_-2' 7'-70' 12'-6" t�,ti,p 7'-0' _Y-10• 8'-2' 7'-5• 1p'-7' 9'-2' g'-10" ' 8'-6' _ 12'-6 7'-10•- 12'-G' 130A_ 7'-0' _7'-87 8'-1' 7'-4' 9'-5_ _9'-0' 8'-e" 8'-4' 12'-6'_—e•-11• 7'-B' -12'-6• �10 7'-0_ 7'-8' e'-1'- 7'-4' 10'-0' _ 9'-0' 8'-9' e'-4' 12'-6' 7'-B' 12'-6'-- 135.0 7'-0- _7'-6- B'-0'_ 7--2" 9'-2' V-10_ g�-B' e'-3' 12'-5• 8'-9' - 7'-6' 12'-a- 155A 7'-0" 7'-6' 8'-0' 7'-2• 9'-10' _g'-10•-_V-8' - B'-3" 12'-5" 7-6' 12'-6- 160.0 7-0" 7'-4" 7-11' 7'-0' 8'-10' 8'-8' B'-7' 8'-1' 12•-2' 8'-8' 7-5' 12'-6' 160.0 7'-O' 7'-1'- 7'-11' 7'-0' 9'-9' 8'-B' 8'-7" B'-1' 12'-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, I END MULLION. i I +� I—- — _INTERIOR I MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (.�•5•�,_•S^�-1` `,••`��� ••� `�/�n C 2020 TLTECO INC. Nautilus til us DRAWN BY: 7 � �\C NSF•, � M.P. MULLION SPACING:"S" Rolungs7lukorsys[em 06/8/2020 No.44167 —�``�� 1L E C 0..c. DATE TILLIT TESTING tr ENOINCEWNG COYPAHY EXPERT SHUTTER SERVICES INC. 14' �C Gus N".x+n.sA.m.xs. wwa rt ulAc . ),I-I'J3I 668 SW. UCIE.FL 5498DRIV 20-064 PORT ST•LULIE,FI..S/9Bd OTGWINO H. o'• STATE OF c o-moo:6I ec0000t.wm :(e00)749-9056,/Az:(n:)an OBBD ••, �/ CA-0006718 FZ O RIDP WALTER A DUJf Jr.P.E SHEET 28 OT 26���F�•�•. , •;\��"A•E.SEAL/SIGNATURE/DATE TLORIDA Uc.q 44167 0 lisle III