Loading...
HomeMy WebLinkAboutProduct Approval 12021 i Florida Building Code Online BCIS Home ; Log In User Registration ( Hot Topics Submit Surcharge_ Stats&Facts I Publications Contact Us �` BCIS Site Map C Links a Search ' ,Product Approval �. USER:Public User 6�tom, �q, Product Approval Menu>Product or Application Search>Application Llst�Application Detail R VI E11Y ti it F g(�����q/� r FL# FL17079-R3 C01; 0F,,,j'mPLi�S '►ideVE .• Application Type Revision Code Version 2020 ��'- a COUNTY a,� 1 4 Application Status Approved P1,0 C"C Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST File- Port St. Lucie, FL 34984 �� P .P (772)871-1915 Ext106 callexpert@aol.com Authorized Signature Michael Heissenberg 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 Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL17079 R3 COI COI Drwa 20-065.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe73HyznPQDtyFJL3203aftPnYLZgCVPr2w%3d%3d 1/2 1/1�/2021 Florida Building Code Online Sections from the Code Product Approval-Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL'# I Model,Number or Name Description 17079.1 Nautilus Impact Protective Rolling Extruded aluminum Nautilus Impact Protective Rolling System j System II Limits of Use Installation Instructions Approved for use-in HVHZ:Yes FL17079 R3 II Expert Shutter PED Drwq 20-065.pdf Approved for use outside HVHZ:Yes Verified By: Walter A.Tillit Jr., P.E. PE 44167 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +160/-160 Evaluation Reports Other: Missile level"D"wind zones 1,2, 3 and 4(basic FL17079 R3 AE Expert Shutter PER Drwq 20-065.pdf protection only). Pressure rating: +160/-160 p.s.f. at 8'-0" Created by Independent Third Party: Yes span (wall mounted)with 1/2"slip. +30/-30 p.s.f. at 20'-0" span (wall mounted)with 1/2"slip.See sheets 15, 16,and 20 of installation drawing for additional pressures and spans. Sack Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® aCFeck M- Ccedlt,Caed . Safe:: J https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe73HyznPQDtyFJL3203aftPnYLzgCVPr2w%3da/o3d 2/2 GENERAL NOTES; 9.ANCHORS REOUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1. NAUTILUS IMPACT PROTECTIVE ROLLING SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN -3/8'0x1 1/4'CALK-INS MANUFACTURED BY DEWALT, INC. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION) OF THE FLORIDA BUILDING CODE -1/4"Ox3/4'SOLID-SET MANUFACTURED BY ALL POINT,INC. 2.THIS PRODUCT MAY BE INSTALLED AT Hips VELOCITY HURRICANE ZONES.DESIGN WIND LOADS SHALL BE DETERMINED AS ^3/8'0 KWIK BOLT TZ MANUFACTURED BY HILTI,INC. PER SECTION 1820 OF THE ABOVE MENTIONED CODE,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.) -5/1VO TAPCON MANUFACTURED BY TOW BUILDEX, INC DESIGN PRESSURE RATINGS INDICATED ON SHEETS 10A.11A 12A, 13A AND 15 THRU 26. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL SHEET. EDGE DISTANCE AND EMSEOMENTS ARE BEYOND ANY FINISH MATERIAL BE FIRST REDUCED TO".D.DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6 IN ORDER TO COMPARE THESE EMBEDMENT 0 100% W/MAX.(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IOA, I1A 12A. 13A AND 15 THRU 26, GROUT FILLET)OR ANCHOR SPACING 0100R LOGE DISTANCE* 1009 CONCRETE CONCRETE BLOCK IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 3/8.0xl 1/4'CALK-IN 3 3/4" 4 1/2" 1 1/4'(3000 pal) NOT ALLOWED ' 339 INCREASE INALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS. FASTENERS SPACING 1/4"0x3/4'SOLID-SET 3' 3' 7/8"(3000 PSI) NOT ALLOWED TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2016.. 3/8.0 KWIK BOLT TZ 4' 4' 2 1/2'(3000 psi) NOT ALLOWED THIS PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 5/16-0 TAPCON XL 3 3/4- 3 1/8- 2 1/4"(2899 pel) NOT ALLOWED 1020 OF THE ABOVE MENTIONED CODE AS PER AMERIGW TEST LAB OF SOUTH FLORIDA.REPORT# 1030.01-08 AS PER 7AS-201,TAS-202 AND TAS-203 PROTOCOLS 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, 10A if, 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TS ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. 11A, 12, 12A, 13& 13& i 4.ALL SCREWS(EXCEPT END RETENTION SCREW TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD -k'WIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT].INC. STRENGTH AND 9D ksi TENSILE STRENGTH OR I&ROSION RESISTANT COATED CARBON STEEL'AS PER DIN 50018. -14US-H SCREW ANCHOR MANUFACTURED BY HILTI. INC. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY TTW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING CODE -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT,INC. SECTION 2411.3.3.4. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED 5.BOLTS TO BE-ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kei MINIMUM SHEET. EDGE DISTANCE AND EEMBEDMENTS ARE BEYOND ANY FINISH MATERIAL . YIELD STRENGTH. EMBEDMENT 0 100R GROUT FILLED OR 6. THIS PRODUCT BEARS U.S. PATENTS#6,095,225 AND#7.409.980. ANCHOR SPACING® 100% EDGE DISTANCE® 100% CONCRETE CONCRETE BLOCK 7. ANCHORS TO WALL FOR QD SIDE RAIL SMALL BE AS FOLLOWS: 3/4'0 KWIK BOLT TZ 27" 9' 4 3/4'(3000 Psi) . NOT ALLOWED _ 1/2-0 KWIK BOLT TZ 22 1/2" 7 1/2- 3 1/4"(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN.3000 p.s.l.COMPRESSIVE STRENGTH. 3/8-0 KWIK BOLT TZ fi' 4 3/8' 2"(3000 PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4" 5' 2"(3000 PSI) NOT ALLOWED -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY TOW BUILDEX, INC. 3/8"0 WEDGE-BOLT 4 1/2" 4 1/2- 2 1/2-(3000 PSI) NOT ALLOWED -3/8.0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC, 1/2.0 Rr-H Sm OR'NEDm BOLT 6' 6. 3'(3000 PSI) NOT ALLOWED A7) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 5/8.0 TAUS-H Mn OR WEDGE EDIT 7 1/2- 7 1/2- 2 1/2-(3000 PSI) NOT ALLOWED 2 1/4"FOR 5/18'0 TAPCON Xl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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 CONDITIONS DEVIATE FROM THE P.E.O. 8.1)MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT •. SHALT.BE 2 1/4". (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECMIN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BASED ON THIS P.E.D. PROVIDED HE�SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION B.2)MINIMUM EDGE DISTANCE(E.D.)OF 5/18.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. SHALL BE 4-. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 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 (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE SUCH PANELS. ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD•ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SVBMR TO THIS LATTER THE SITE SPECIFIC (C)To EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH(G-0.46)OR SOUTHERN PINE 02 W/G-0.55 MIN. THIS P.E.D.SHALL DRAWINGS FOR REVIEW. -5/16.0 TAPCON XL ANCHORS.AS MANUFACTURED BY ITW BUILDEX, INC. (°) RECORDR P CORD THAT EPARED THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF IT. I C.1).MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4' PHYSICAL 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION THREADED PENETRATION. 1709.9.3 OF FLORIDA BUILDING CODE NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE C 2) MINIMUM EDGE BEYOND ANY FINDISTCE ISH MAEE(E.DD.)OF TAPCON XL ANCHORS, INTO WOOD SHALL BE 2 1/4. EDGE DISTANCE IS \`\`�1�� R AOOr�dp,'/,/ \ , FLORIDA BUILDING CODE(High Velocity Hurrlcene Zone) F441s� C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON ���P•'' 02B2U TILTf.CO INC. `"gBRAWN BYt THE EXISTING WALL OR FlAOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND $ut lus'SUCH PANELS.8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS*% IIL E�C®INe. IJvpnctProtectiveRollioBS�stem oa/n10MANUFACTURER. EXPERT SHUTTER SERVICES INC. _ TILUT TESTING"& ENGINEERIHC CBMPANY - ... S °'ss;;°,;„",'"n;;ia;"_',,;;F„,'`poi �'�cilv,ss aa0 S.W.WNITMORE ORNE '1Q NG N PORT ST.LUCIE.OL 34904THIS DRAWING SWILL ONLY BE USED TO o. A �'�L e-mail:UltecoNaol com BRA ofB No PNBNF:(e00 14Y-YBSa,IlJf:(1T]7 6l1-OBBOOBTAIN'PERMRS IN THE STATE OF FLORIDA S�F WALTEfl-0T00671Jr.P.E _ �°"° ._ _ ���i�j�%/O •�c�..\`c /SIGNATURE/DATE FLORIDA uc. 44167 r eu n-w aYAvum- sRaT 1 Br 26 r 1 #B #9 #A1Q nY,w - zeta _ j k4 #5 #g 4a#rk73. �3 elr. �>• w •.szu ti°{ ez F'_ Ith °e° o:u ozlaoitt'JB.mew #1 #2 #3 one `7:626 r.rL. #"" - i r 1--DETJ1 ¢ -4�+w T' 1 �� ttl �26 r Fjj _ xtw I ii mP) • Z S li tIlliTB111tR1ttu tUNLIItttgttttu '�'"6m• t !A,-,. 16asTAxLsssreELwsm I ' I Ik1.e9r xx.t# sN3.x9a• .]°e px tve'- (. �aE- `� 'S. RRI3l67NEYH[AOtB T FEW 419hT cmrz ii s � +( �S TRllS.SNEM ra06Xl0�TNIiEAD HG17 r#En' Rraw•NaI',1t1.3LY -,igI R 1 a FI.R,.69a n-ppd I, 'RNi I N e�a+ I II.dZ II`•�I• IH l µ j-DET.C-) .olp O1 - 3cI -..T':.snYi.. - OPTION#2MA044Em OPTION#1A+. 41011ITSTAVIlSSISTEM ssW!DEAIL C CwYM'AgHAC,6LVE . sxa, a CQATr4OS M ABN{0 : ! _ i• _: I ( I I i I \ \a .q I °° arsuNmTpcAlv4LLc a14'1 D€T.B ^.gJ..V. ..f'�9i.u- j� FY.=1814 MSfr:FJnG)rK:n9. F4u=Tlra.ew�ncaEs aRcnn �.Tw• I :�.Tsr.;� Ter•. t p' b `CJ STARTER SLAT - 1 cs6•-. SLATS azl eor �av} a E°03-Ya 71UM'.NUMA110Y .•�..�- at,-TS ALUKr.IU Jl.LLOV �� BASE SLAT..,._. Fp 31:6 W(.M.) DETAIL: - 5(:ALE.1fI"1` 3•T6 ALL'MINUtd ALLOY r b SJ1E:Vt'•1• "' "� 6CA1.E:10e1•. 771 '12}• --'.: . - JJ:Si .. - � .X.0 825 36D' ffi xNx! a .. .. ACETALBUSHING'"' Ise ,..•:... __.-.:.. .. ,....aJa6•. _....._.._..�,.,..._� _m..ao66•_.._�_.._......_,....._."7 @ BUILD-OUT TUBE NfiE156aJ•TtONBnldtD n} .,." .1 rAt- .Itlt )C .Nt'.I i ..... C-00 SCALE.l4r.I. Y 4trJ ST J O ,t !n ( � � 6GIP 1fx• t eUfi!{R(i6FEC.S C. TEhsDENsLEhfm1A.0 - .. -r-I � •'.iTF+Y � _- - TBN6LEsrrs6ssnrYlay.'al35Lg r� ., r ^ FIEXURiLL IMfOlR1J5;¢eY1kM .12an'.....-----mzi3a � i.. '.3 12}'.' 20D NOTLtIkD P.1{'PLT[BSk14M: : . '6:. vc _ NING SYSTEM:SCREW+BUSHING C RETAI E BUILO.OUTTUBE E1 BUILD-OUTTUBE } (REQ'0.Q�ERYSLA �D SIDE RAIL mALLoy E033T6ALUL.LNUMALLOY I -� 6UILD-LU6UtUTUBE a663T69UIAN2GALLOY Sf:,ALE Ir!"i• 6GLFIc t• smelr.l E3 BUILD OUT TUBE *MUST'BE REVIEWED BY PRODUCT 14ANUFACrURER 6063 T6 ALULMUMALL.O,Y... . TO-AtAOw FOR A mUHUM O.tlmv CLEmweE. 4C�•- .. _-.. ..»_._-_ ..-.,. - ,....e.°66• ..__,_....._,.._�_, `7C.VE 1:J'e{• BETWEEN SCREW MEAD AND CAVOY WALL AT NON i"" �, ..... :1",q I.iS' -..- x.m°•. ..:t lIURR19ANE PO61fiONS• � ,- .. .. a.00°._..•.., c I 114'0414'ITWIBUILDEXTEK'SCREW 1: CMBON STEEL: ram.,) ..._ .6G1E:1?•:1' _ (k • I �. - .256' TIC �. pR:, jQ� i ,5118'0171081.11DIXTAPCONXLANCHOR CARBON STEEL scuElrt•-i• : : i ....:.... ....:...3.64Y I._ t L. 1JpOt. 03B'0HILT0NC.KWIK60LT3ANCH0R O STORM BAR © 4'x7"'T'MULLION G3 2"x7"-r MULLION CARBONSTEEL BDgl-TISALUMNUMALLOY t�F TRAPPEDANGLE Q 4'W"MULLION Gt 4 x8"MULLION 6661•T6AlUWHUMALLOY. Bd81-TBALUMINUMALIaY SCALE:11S.1 OCJJEa7�T 061-TBALUM INUNI ZLOY WI-TSALUMINUMAUDY' 6o6x6t1UMUlUMvuoYSGd6ixr•i• sctuE:]1B•=r FLORIDA BUILpING CODE Hf h VelociH Hurricane`Zone SGLESB'v 1• 6CALE.2la.1•' � 9 � I EC.4E 1?•i' I \\\\\'�4" !! 2TILrzCO INC.: Naddlu47 DRAWN BY: `CE Td�y / ImpectProte d-A?oIIiagSy-- o6/B/2°zo 9 / Er. E C O,Ne• EXPERT SHUTTER SERVICES INC. D4rz 1 _ No �4_.{ - TILLIT TESTItItl h CNGml-"..COMPANY Y I �.��:y wsl aH.Seu 5�.51..am:1suNu wmac,rt lnaa 666 S.W.WHIRIDRE DRIVE 3 COMPONENTS * L!/<C Rant Otl aTl L7 a0fio19 m02-1511 PNBNL Ia60)7PORT{G-6561E rIJ4 DT3)BT1 6YY0 aRIW N GNa ' STATE OF n.w n utrrc wrt.- oo v"o WAITER A.SILLIT Jr.P.E. .,SEAL/SIGNATURE/DATE ITANOA Uc:p 4a1eT ,-au nimm 91fSf 2 OF 26 -I 413i 2 1s TOO I 'j ID 18 1 SIDE/END CAP (CAST ALUM. OR EXTRUDED) 2 HOUSING (BACK & TOP) .040" THICK 14 © - - /� 3 HOUSING (FRONT & BOTTOM) .040" THICK 4 SPRING BRACKET a . 5 SPRING ASSEMBLY ' .. 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL MAIN SECTION) 8 SIDE RAIL (COVER SECTION) .w 9: 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET. pp' ,w 14 SPRING, GEAR & MOTOR BRACKET BOLTS a 15 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY AT EVERY SLAT 19 OCTAGONAL AXLE FASTENERS Vol. in' 20 60MM OCTAGONAL DRIVE CROWN d - 21 CONNECTOR SLEEVE' 22 GEAR - PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT .a' 24 60MM OCTAGONAL IDLER END �,. 25 IDLER BRACKET WITH BEARING ar" BOX& END CAP ASSEMBLY COMPONENTS 0 - 01110 1Y1'r1111g1/1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - pA. 0 C 202a TILTECO INC. auti us DEW 9Y: P ei 1t' S�. \CEN,SF ImpactPmwdveRaBkIgSystem— o6/s/xom No.44167 EXPERT SHUTTER SERVICES INC. GATE TIWT TESNNO&ENGINEERING COMPANY • '`♦1[: 71C - !/ a>u N.M..uu.bl,sN,ins,vmm+u OevIS n... r6a S.W.IN I1MORE DRIVE 20.-065 ru°...:(xc)balaw•r°" IUI PORT Sr.LUCIE.FL 3{ee4 o'• STATE OF ACC / e-moil: .���`` �"�ii�ii iO I(�`•`'rF•.G.O..R..11.]..P�' . ar.w u(amoou T!8-9v0a5f.fim0.Gw(112)em1i-mODnw0 na DRAWe 10O No FxaNa�6 WAMA LkLL n44.1 ePE, SNEEr 0 .1.S /SNA RE/DA E� 2 0 e i r BOX I®Y/6 & Y/7 BOX V/9 (� EaR ®V/9 O REAR Y/6 & Y/7 g END CAP .. , SEND CAP END CAP �' ..... I END CAP--~ ✓• . _... .: SLATS - .. SLATS - _... SLATS 'l .. _ ... `SLATS 3 SLATS _ ..SLATS #4 #4 "SLITS ..SLATS ?. .. SLATS - SLATS g OB .. .... SaLSATS 8 z i "SLATS 8 _ qr/a or/a 0/18 0'/8 , S a SLATS •+_..-SLATS �� .. --�-�, �SLATS a suTs �' 11 S p 1 (YP Ea END) y„ T (Typ. Ea. END) � NO .. gg J9 �.-- - SLATSSLATS _. ._.•. __ _I .. . 10 .. .... ..SLATS. :! - ;, I. .._ .. SLATS 7 r :/r fi /�� /f'.: Y l/.' .' �. /�: f�rr'F �� T• srORM Bwt SPACING''// �'. Ems. /q`>✓i / �, l / �' / ii j ( �Y/6 & Y/7 (SEE SHEET 22}_ � � & Y/7 V 9 V/9 j SEE SCHEDULES ON SHEETS 15&20) ''- "'"""""" M. TYPICAL SINGLE 'UNIT ELEVATION W%Q_STORM BARS * HED.SLAT SPAN (SEE SCHEDULES ON SHEEP 15) - ..._...-_.. ....._....,...� f NOTE:'SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL-SINGLE UNIT ELEVATION W STORM BARS N.Ts. NOTE:.SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. .. CASE 1: PRODUCT HEIGHT EQUAL OR LESS THAN 11•-O"APPLICABLE TO INSTALLATIONS W/O - STORM BARS,W/STORM BARS OR W/STORM BARS.& MULDONS W/HEIGHTS UP TO 11'-0 (0)CURTAIN,SHALL START W/#1 SLATS FAT TOP,FOLLOWED BY#2,#3, ...:.THEREAFTER,ALL THE WAY DOWN. EACH SLAT B SHALLT'CONSIST OF MIS`.FIVE(5)SLATS OF THAT SLAT 'F - NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE - CONTINUED UNTIL TOTAL PRODUCT:HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT I NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH PRODUCT'S HEIGHT, j s (b)BOTTOM SLATQB MUST BE ALWAYS INSTALLED. ** d Ili Y11 (`°�: PRQDUC7 HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATIONS W/0 STORM (t}A �/C`/l� ., _ ., FLORIDA BUILDING CODE (ffigh_Velocity Hurricane Zane) BARS AND.W/OR W/0 MULIJONS W/HEIGHTS LARGER THAN 11'-0". '`�� P ..a _ 0 2020 TILTECO INC. ,,,r DRAWN BY: %. (0) CURTAIN SHALL START W/#I SLATS AT TOP,FOLLOWED BY#2, J3,....:THEREAFTER,ALL Ste;•• \�ENSF. 9 .NBll ll8 _ °"• THE WAY DOWN.EACH SLAT Y SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT - r"'t: .�, - .- - Lnjwctpm&vtiva$uutngs}arem oe/e/2axo NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BENo. GATE x CONTINUED UNTIL�10 SLAT IS INSTALLED:AFTER�10 SLAT IS INSTALLED,ADmnQNAL•�10. = 4418 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. •:7t: 7tiiWTTE5TN0 ENGINEERING COMPANY:. EXPERT SHUTTER.SERVICES INC. . ease NM.ans s.n-xm,w_ male.N.J]1ea 665 S.W. UCIE.FL 5414E 20-066 :m:.,(.1roW -+fxu,rd,pm1a+:-,e11 Y o'•, STATE OFY�R. PDRT sr,Luc E,Fi ssee4 DRAW No Ne (b) BOTTOM SLAT(g MUST BE ALWAYS INSTALLED. CA-0006719 ... rNoxu(eaol Tao-ucs4,rA>r,fnR eT1-ew0 D NCO R10A r�: WADER A T U T Jr.P E, r xao.a. oar fM aooenw . Lac FLOWOA Lic. 441 BT m n-w aJ+Jmw . SHEET 4 Or 26 s SEAL/SIGNATURE/DATE >f - s Max.MULLION SPACING _ M..MULLION SPACING .. .. W-1/10aR W-1/t0A DR W-1 10oR W-1/110A OR 5.., (SEE SCHEDULE (SEE SCHEDULE =--I /W-2 11 OR /Ott.W-2 11A S+-•- i W-2/11 OR W-2/11A 09 ON SHEETS 24.25$26) ON.SHEETS 24 25&26) I W-3/12 OR W-3/12A OR ? '' W-3/12 OR W-3/12A OR K 0 PEAR W-4/13 OR W-4/13A BOXor ,.-@or @ or Or �A W W-4/13 OR W-4/13A V/g /- (T •) /,/; � ��i: 1iiT-_ ����f f� '>//: >�r �� ����i^✓f%ri; :> f 1/ 'vie% %fi�:I -`BOX TEND CAP=: ! ! �F �'I END CAP - SLATS i i'i l SLATS II I ✓ SLATS , I I I ''. I I SLATS SLATS SLATS II I -__•.,sacs N d I - I I I I . - .... SLATS - ry SLAT$ n(,`j �d N I ,."_ Q. SLATS z I N N I i I .. i ... SS o N N W i .;. I I. i I -,.o�•-'r"�5 o }.�._.__ i I I I .' SLATS 7 ti I I 1 I SLAT$ y low 0/8 j 4 8 I I .�-.. i i ,.,_SLATS u=i p O o 4/8 4 8:; I I ..__ . 1 i ^SL6Al5 y or 1 or .. I i �_. .. I I y or I or r. - l 4'/8 i 0 8 stirs y Q'/8 : _ i ismo _.. .—.-.,'SLLATS II R8 II R8n.. R8 tiR8 or i i or - g6 �� W �A -i(TYPO i �,._.. I R/g_ L i R/8 ..sIATS (A o _ii I^� �-f n 1 w _! R/8 I __'lVf' - II o or _ I' _I R'/8 i i R'/8 � sLBATs , D (TYP. Ea. END) I , L I -'-•----,••��__ I I (TYP..:..a. ND , I I .09 R'/8 I 1 T I _ R/8.. I _R/8I 1 SLATS I --.3.' ,: R/8- I I R/8. �.; SLITS or or I I R'/ I I :R'/8.. .1.( I i I I I l R'/8 I I _R'/8 I I I I .. I I i I. .. �1 D SLATS ................... .. i I ,: ...SLATS f.- I v` ✓ E z✓' /r .+` /. a X > / F ..f r/✓ i r/ 1::; �y�. :,,� W-1/10OR W-1/l0A OR y B MAX.STORM BAR SPACIN - W-1/100R W 1/10A OR B W-2/11 OR Wr2/11A OR (SEE SHEET 22) —' W-2/11 OR W-2/11A OR ® V/g I. W-3/12 OR W-3/12A OR (TYP•) W-3/12 OR W-3/12A OR (YP•) W-4/13 OR W-4/13A W-4/13 OR W-4/13A Max. SLAT SPAN (TYP.) Max' SLAT SPAN Max SLAT. SPAN (TV.) Max SLAT.SPAN_ (SEE SCHEDULES ON 1(SEE SCHEDULES ON . . SHEET 15) SHE* 15) (SEE SHEEP USES ON I(SEE S HE DU 1LE�YON TOPICAL CONSECUTIVE SINGLE UNIT__ELEVATION; , W1 MULLION & -W/O STORM BARS, TYPICAL. CONSECUTIVE SINGLE UNIT ELEVATION NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, W/ MULLION & W/ :STORM LIARS N.T.S. NOTE: SEE.SHEETS2 & 3 "FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT:: * CASE 1:. PRODUCT HEIGHT EOUAL OR LESS THAN IV-O'.APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/ STORM BARS OR W/STORM BARS:&MULLIONS W/HEIGHTS UP TO 11-O'. (a)CURTAIN SHALL START W/01.SLATS:AT TOP,FOLLOWED BY#2,#3, ..,THEREAFTER-ALL THE WAY DOWN.EACH SLAT# SHALL CONSIST OF FNE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS 00ftWARD , BELOW#i SLAT SHALL BE CONTINUE UN111,,TOTAL PRODUCT HEIGHT IS COMPLETED.OVANTRY OF FINAL SLAT _ No.44167 .` NUMBER INSTALLED BEFORE BOTTOM SLAT B MAY VARY WITH PRODUCE HEIGHT. 2' ..�' - FLORIDA BUILDING CODE (High Velocity Hurriccne�Zone), (b) BOTTOM SLAT BQ MUSY BE ALWAYS.INSTALLED. 'd• STATE..OF S o2o2O nLTECA INc. }-�•] GRAWN BT: **.CASE..2: PRODUCT HEIGHT LARGER THAN 11'-O`.APPLICABLE TO INSTALLATION W/O STORM BAR AND W/MULLIONS � 1Yr u``sU'S M.P. W/.HEICf T$LARDER THAN171 - //�► 1-j--P-t-dve J?vMg S)slem Ge/a/mw C V.I X C. .. DATE (e) CURTAIN SHALL.START W/$L SbIIS.AT TOP,FOLLOWED BY.�2, 3, ...,,THEREAFTER ALL THE WAY DOWN. EACH T1 �kikk V\ TILLIT-TESTING&ENGINEERING'COMI'my EXPERT.SHUTTER SERVICES INC. . SLAT#SHALL,CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER,.PROCEDURE FOR,ADDING SLATS DOWNWARD �. mx Nx>eh a-x..am.lavuu at.0 .rt=I" 'Gas S.W.WHITMORE OWE, 20-065 'BELOW 01 SLAT SHALL BE CONTINUE UNTIL#10.SLAT'IS INSTALLED,AFTER 010 SLAT IS INSTALLED,,ADDITIONAL (W.)6TI rsw,r...(ws1n7l ImI FORT ST.LUCIE.FL 34984 -malh.GlLecoOool.rom Taaxc:(000 710-905E,fAx:(772)e71-O010 DRAWL40 No 3 ,#10 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. cA-000671a WALTEIT A.TILUT Jr.F.E mot°^ 1'rt' K". �°'^10' °'• (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. P.E.SEAL/SIGNATURE/DATE. rLORIDA Ue.1 aa1 c7, m.>-Iu dnnmo �� sxE[r s Or 26 POURED-' 5/15'0 TAPCONS XL W/2 1/4'Min. 1'xl"xl/B"OR 2"x2'xl/S' 5/16'0 TTCONS XL W/ -_}} r�. 1/4"0x3/4"ITW BUILDER TEK SCREWS CONCREIEt EMBEDMENT k 1 0 D.xO 060'CALV. ALUMINUM TUBE �'" 2 I/4"Min EMBEOMENT� W/ 1'O.D.x0.060'GALVANIZED STEEL h 1'O.O.x0.060'GALV. ! REO'D. STEEL WASHER 6 24'o.c. WASHER 0 24'o.c. J -� 'r� � � .' /J�' 4 5/16"0 TAPCONS%L W/-- STEEL WASHER 0 24"O.C. J_ f _.. �r� f� f�'� ��'i�.� / "�`'•`' 2 1/4"Min.EMBEDMENT 0 24"o.c. f i f (,P».T j POURED CONCRETE + J I POURED CONCRETE q OR GROUT FILLED-� OR GROUT FILLED �,.!' CONCRETE BLOCK CONCRETE BLOCK—-," ',� f WALL REQUIRED. O i .,,... WALL REQUIRED. J II� �f - "T-jF2 r EDGE OU I y EDGE O.Fj OPENING ,_,w. -CND CAP f-,r CAP OPENING NO CAP EXISTING I .Mr EX lhlG� .J,/ 0•" 4d .EXISTING r�B GLASS-^"�+ �'`' (BEYOND) 6 !F• l � (BEYOND) 1I (BEYOND) SEE ANCHOR _./ j =� --AC-- S'. In� SEE ANCHOR SCHEDULES ON x -' r w SCHEDULES OtJ. x Ern SEE ANCHOR .. nF x SHEETS 16, 17& G SHEETS 16, 17 tc S ON •`�' 16 I z to it o SCHEDULESHEElS ts, 17&11 '�._ g,-. .i/q^�� 0o A O _ Min.SEPARATION r, 4 M ne SEPARATION , a.Z Min. SEPARATION -« TO GLASS /A TO GLASS A �� TO GLASS I E)ROR e. (SEE SCHEOUIEB, - j' I EMOR - (SEE SCHEDULES, E7MIOR (SEE SCHEDULES f ." ON SHEEP 15) L L ON SHEET 15) ON SHEET 15) 1 - J 1 'F 0 1 !' (PIRl O it s •�► i - . 0 l 0/8 0/8 0/8 0/8 0/8 u f 0/8 POURED CONCRETE ,,.m••"f V i •,�•� d POURED CONCRETE , OR GROUT FILLED^" i f OR GROUT FILLED .I r 31 I CONCRETE BLOCK ,S ;j POURED CONCRETE //d CONCRETE BLOCK _ 1 WALL REQUIRED """'/ OR GROUT FILLED— WALL tL L_ WALL REQUIRED CONCRETE BLOCK ' { [ WALL REQUIRED. , EDGE Of di ! EDGE OF ,r ' OPENING OPENING '( B o ,__ I -'T Y 2 1/16 I _._._..—J // 2 1(16" ..._L�`" ..._.."._......_"..._... ._ MIN E D / ,r F .-. MIN. L- ---- - )JE N-1 1/2'x1 1/2'xO.062'xCONT,ALUM, _ . ..P.I_ 7 EM ANGLE W/5/16'0 TAPCONS XL W/ \ t ALUM.ANGLE 5/16.0 TAPCONS XL W/J �,. 2 1/4'Min. BEDMENT 0 24"o,c. 5/16"0 TAPCONS XL 2 1/4'Min.EMBEDMENT (( 'c-3 kai EO'D. 2 1/4"Min.EMBEDMENT m 24'o.c• F ® 24'o.c. FLOORICEILING/TRAPPED MOUNTING'WALL MOUNTING' BUILD-OUT MOUNTING.' SECT SECTIONS Y—Y rI• M- IONS Y-Y: BOX MAY BE ALTERNATIVELY ATTACHED FLORIDA H BUILDING CODE(High Velocity Hurricane Zone 1 M._. FOLLOWING SPECS ON SHEET 7. �i 02020 TILTECD INC. DRAWN eY: d♦�� •If,RS Y.P. INSTALLATION D A D CEILING FO I L E C O�DETAILS ON EXISTING POUIIP ��CENSF �S'': lmpscrr„erecuvesoungy�SreT,; —2020 ��1 � w�. DATE CONCRETE 0R GROUT FILLED CELL CONCfTE No.44�s — TILLrr TESTING ENGINEERINti CDYPAHY ExPERr sHurrER sERv(cEs INC. *• ,�.�/, ,7 aua N•.xuI a,s.Dos,xrrrat avmC+s,n»I. 666 S.W.WHITMORE.DANE QO-065 'CjW Flaw f TxnX>-10.10 BLOCK BUILDINGS = .-mall:NIt.COCauL<e n PHWL(B111;a_.o 0`.w 1n11 -6s96 DRAW N6 No a'• STATE OF cc CA-000671e SCALE: 3/16' 1" 2�,O CORIU .,�� SEAL/SIGNATURE/DATE wALmt A 1u1R 44 P.E. +'a °"" R"•"` °oO•'�' i O••. F P TLDRIM U.1 44167 oln n-w dN + SHEET a of 26 .. .. .... .... _.. .. 1 0/16•0 TAPCONS XL w/ 'VIVO TAPCONS XL�W/ '1I4•.i3/4"ow'64UEX'Vie#TAP ONS XL WI' 1/4'ae3/4''IfW 6UMA7( .S/16.0 T/tM01S)k W/ 2'T/Y bin.PENETRATION h 2 T/a'1ln.PENETILSnON'.6 TEx SCREWS W/1". 2 1/2'1En PENETRATION& Tpl. g Wj.�• 2'1/Y WL PQiLRA M.E: I 1'O.D.x0.060'OALV.STEEL (�ib.0.x0.O6D'C4Y.STEEL pJI511NC N'C00 1�x1'RI/e-Ofl Q.D.YD.D6D•E•ALVAN2ED 1'ODs0060'GALV.SRft E76SNn0 NOCA '11111/8 0R O.O.A.060'C4-WMZED = WASHER 0.24•u.E:TO WALL. WASHER.O 24'os,TD WAIL 2'x2'x1 8 '0-0-- WASHER o 24' WASHER o 24'.ac.,,,, TRUSSES,OR 35p�1/6 Sf¢7.WASNBt o 24. 0 4'aa.10 EOOSRND WOOD OR'TO TRUSSES/RAFTERS EXISTING WDOD //r OR'TO TRUSSES/flAETEHS TRUSSES —•ti. NINON TUBE o TO YJAIJ.:� i0 TRUSSES/RN'i'RS(OPTIONAL Rµ!R llIWltAIY ac TO WLLl.^"7 taw• . -�'—TRUSSES-OR RATTER 1 TRUSSES M RARER 1 R'''TTER „---_t� T01YN1.h7fILFp6J0) ' 11113E : J TO%NLLAR/f1Pfi1JQ ..-/' .ram_ s/16.0 TAPCONS XE. s is o TAPCaxs XL '�,r✓,'r'r' - W/2 1/2' W/ ,.;::-�'" ...:�a?'./r"'J _ ...--r^"`� '4: (/`... ...r .. .. .L ._ •'M. .PENLiRA'nON �'+ PENETRATION w t O 24' (2)2 4`,OR ,-.-•t'"' (2)2%4'.OR '. .+..� • ' 1 2 6 CONT.,r 2"i6'CONE y ji (2)2 x1 OR N000 HEADER .., :.; YJDbD:HEADER ` - S 2 6•CONi WD00 HEADER ••"�- I ') 2 REOUINEO REWIRED. .-"` ! - WOOD HEADER I -� . 1DER - 111111 REQUIRED" +� 1� L ' f� REQUIRED i ,EDGE Of ;�-S„' l ( EDGE Q;" 1,jZ 1 EOBE OFdi ! •^^-ENO uP �n I EDGE OF �k15s . OPENING \ I i. .#.x0 GAP .} „up CP. 'l 3 !i L OPENING bPENWG t y'i I z� ;OPENING :b�1 =ENO UP i`, 1 EXISTING t F7cISnt10 '� CLASS• ) � I' } II 5 �. F7JISIINO � . 1- I cuss D �- ) 4 txie(na cuss - Dam i'. (BEYOND) � I � F7t7800R � .(BEYOND) j IS a I � It � I Il (BeroNo). 1 ) L,1 to (2).2■4.OR j y p J I o p I (z)'2 i6 tttt1 4 sEPAJunaJ x 3 (C( IX)EA7Ot' w s (2l 2'r4 Dl 'yy , SEPHAR4TIONx4•oR T SEPARATION COOP.W000 '-"t -- TO CUTE ) }....t. I {, 2%6'CAM"`1. t. .�. TO GVuS 2'x6•COAT (OE 506DUEW .. - >..- A N WOOD.STUD 110011 SIUD k t STUD SD 16• , s t}: ssv xD) s q i o 1 s D.C.p 1 1 I ° (SEE 3ouwlE.aJ i s tit �l s _(sEE sdEnwt a+ w MAX.REQUIRED k_.... hilt u ( ..Ib' SIM2D) MAX.REQUIRED SS L..._..�. ,Lt. sw20) _ (SEE".•MEET 'SEE ANCHORSy t t A SEPARATION v i.(SEE SHEET 10) n (SEE SHEET 20) _1 2O) } I 1!'. ( I SCHEDULE T TO GLASS '1'-F Q�NrsHEer 21 g q e t�}.}i k i -�� 0�a 0/4 i. °/e ii 0/e 2 2'x4 OR ':i i EE ANCHORS 1 ,id /. 10/81, WALL RNSH #I 9'SEE ANCHORS 1 EDGE OF L J i E2)2'i8• > ' \ ON ED E $ �: SCHEDULE ? CCM:WOOD., Y , ON SHEEE T1 EDGE OF II I - ON SHEET 21 OPUGN ' 4 'T, 1 STUD oI6OPEWNO tT a. OC ESA%-:.LOP .^--7 REQUIRED i I 1 = MCHORS 1 1 2MT 1/2w0062 ULE // (S�ESHEET }I. 4 E 'v.2 4'k006T wCOM. r< J ..>ICO}! i .� EET 21 TALUM.ANGLE 207 1 :1. 1. ��E' ALUM.ANGLET "6/I6•D TAPCONS XL � TAPCgJs xLw/2 1/z•Mm. I: 0%8 q t; 0 8rMm,PENETRATIONETRAI YWALLo 24' . ^Wxx.nwsHo a4•ox. 0/S ,1 i' i 2 4FlNSH I2•x4'OR 2i6' i fi- 'WALL EO6SH '2'x4'OR 2 x6'1 2'x4'OR 2 C' S ' XISTING WOOD+CONi WOoO" 11 } Ex15TING`:WOOD `CONE.YAIQO i •. r; I �I 'C0n7.'WOOD T It(': EH�NC I�� .CONE.W000 �•.)t[TI ?" DECKOH(fOTIOM PLATE 'I DECK (':BOTTOM PLATE k EXISTING W000 I a.80Ti0M PLATE ��T pEC BOTTOM PLATE i' �RETR1WmCONCRETE SLAB REQUIRED' .. DECK OR REQUIRED "„-. T•C01`IEE'S1AB REQUIRED ,r"' EQUfftR D.(SEE SHEET:20) -""`"`"- + 'RmWRW. (SEE SHEET 20) ,,,;"�"'"�.,.., gCENNCRETTE SLAB' (SET SHEEE 2D) "r`-•--.. 'REQUIRED (SEE SFw 20) � ': I; 'Q ______ ✓ _ } )> -EDGE. _ ,,�I "a: -`t mCE. L...:;c :.,.:y.. .-!'.i...m.•_J L.�:. ...........•._._._._:..�.....c" ._.� i:MPIM7AlE) _ .':':.. � +'PPLIW61F) WALL MOUNTING 'WALL MOUNTING .BUILD-OUTMOUNTTNG BUILD-'OUT SECTIONS Y-Y INSTALLATION DETAILS ON .EXISTING WOOD BUILDINGS N.T.S., ,. FLOREDA BUILDING-CODE (High:Veloc)ty Humoor)e Zone) ��i�. .. .. 02020 TILTECO INC. • OPAWtJ'DYs y�P.• ENs '' N$ildju, M.P. •---�°< "`� O ImjAve[PmtecdveRolUagSfstem�.-•D6/ei2ozo No,441&7 n`wTTEsnL:ENo1NEERINcpcouPANY EXPERT SHUTTER SERVICES INC. ATE y y�' l 1W3-`43 a k.sTA WIGIM GW1q.n]i110 b88'SW WHRMORE ORrvE. : 20-065 o STATE OF a//%% ss' PORT ST.J.UCIE.R.34964 1V` •mOJ;URlcooa<t.coc. pNpNE:.<6eD)T+t•1054.FAY:(FF2)L71-01w 'DRANSHO tie CA-0008719 FCDRIDP ' YIFLORI A: a Jr.P.E. oocmwn oarc m. ' �t P.E. SEAL/SIGNAIURE/DATE ALTER T1 44167' SEIEtT ' '/T14111111L}4EL'' - i N11,M-- POURED CONCRETE Min.E.D:-•----- .--• Mln E.D' _l 1. OR GROUT FlLLED`" r F 1 OR I OR POURED - I OR CONCRETE BLOCK F ;,� O O CONCRETE OR O POURED /' POURED (SEE SCHEDULES ON (SEE SCHEDULES ON 1 (SEE SCHEDULES ONE ICONCRETE OOR[,�.[}-� CONCRETE OR I GROUT FILLED T..._+ % GROUT FlLLED'•.'.".� +; 1 ��" : / GROUT FlLLED l� SHEETS 17 k 18) SHEETS 17 k 18) I CONCRETE BLOCK SHEETS 17&18) ( CONCRETE BLOCK +" (SEE SCHEDULES ON.` CONCRETE4'+ '� I '�. ''} N 1 :, .. SHEETS 17&18) 1 BLOCK `',# (� 2.750 .'' - f('�N�� ,'� :. s.,�; �'�t'`� \ - '*. � 5. f TF�l O.C. 2' ✓ �ORI<•St 204• OOR •- Z• LJR •[0 A / H .. r 1/2•:1/4• _ Mn ,..t \ .. OR 1/8•SUP ED 1/2•.1/4' 0 4•o.c. 1/2,1/4•CAG p 0 4'D.c. FLUSH MOUNT' (WALL) OR OR 1/6 SUP 1/2,,µ' b SECTION W,/ STORM BARS OR 1/a'SUP TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P (PLANT BUILD-OUT MOUNT sc�m 3/,6'-,- NS 0-0 PLAN), INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK.BUILDINGS STALE:,/.•_,•_._... ,. 1.,...(r OR G@i:..:.:` G OR - -----11 !-., Hs. - 1 CD (F \J 11 ✓ ®4 .. ON[, II � 2750 ..c. I r'1 ! #I emu* r �J, { ,, I `'^,... I iP<".o.ct' - Iff'4'e.d t/2 1/d a .��` I � �� 1 .�. OR 1/R SUP �R. SECTION - p f��y N O 'PEA 1/2':�i/{' i%t• 1s:\=J - 1 2t`1-4 t/z'.ijs• , OR 1/0'SUP. Oft 1/a'.SLIP / /• /r,/,• - t/2 114 ORIENTATION @ oR 1/S•SLIP Ofl 1/8 SLP it n} ;!'06 i/a SLIP , a OR t/a SUP ?:� WALL MOUNT EN I�UWON SECTION — LA SECTION Q O (PLAN) SECTION — �411 L!J SECTION R —R (PLAN) H ORIENTATION #I ORIENTATION 2, ° � ORIENTATIONS �1 di'� . ORIENTATION �2 YA�.,, ®, D a �• WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MULLIONCUE f -, — INSTALLATION DETAILS INTO MULLIONS(G�,�Gy &(G '�.,-1/4• 1• '1/2 A/4• 1/2.1/9• ( 1 OR 1/8 sl p on 1/a' uP 1 (2) 2 x4 OR 1 2 x6' STUDS-- OR % .s"`r`.:! .--.- t, EO+hO t � (2) 2"xh•• OR s 7 I .I (SEE SHEET 20) .- (SEE SCHEDULE * - G�OR':.:T ""� q 't ON SHEET 21) ALTERNATIVELY TO HQ, A 2•x6-STU 1� s fk (SEE SHEEP 20) [D,1 a.X�,r (SEE SCHEDULE MIN 1/2 ': 1/4"0-20x3/4 S S M.S. �;;•�: ' ON SHEET 21) PLYWOOD W/ NUT MAY BE USED SECTION Ot—Oa (PLAN)' -.,,_. FOR THIS CONNECTION ORIENTATION 1; - . - 1I � `""� ------- WALL MOUNT ENO:Ik INTERIOR MUCWON a._.. _............ ... I. QORt,I \. EiF I- ......O r , tOH/2 e�9uP `��a�a <Y ,A,T/( tl�' .. FLORIDA BUILDING CODE (High:Pelocity'.Hurrieone Zone) D 1 OR'i/9•SLIP P,•' e/ C2020 TILTECO INC. DRAWN, FLUSH MOUNT (WALL) ®�. \GENSF r .NBud7us M.P. BUILD-OUT MOUNT. N0.44767 ~_ C "' ��••/+ Impact PmtWdVeR091na'Sptem B6je/2o2a'' r _._�- �� G`.OINc. DATE' SECTIONS O'—O'_(PLANI 1k, �S ' --Ty-T^- TWT TES71N0 h ENOINEERINC COMPANY EXPERT SHUTTER SERVICES INC. a.w NµM�( Ms1-6�,a,MUI�aGwM:,53, »ies 66a S W WH17MORE DRIVE 20-065 -� STATE OF Q !! � , mcn.um«°o°°rmm PAST.LUCIE FL.34984 INSTALLATION DETAILS INTO EXISTING WOOD BUILDING3�o ,. F w PBN7:ceeol 74F.°t4 7Ax:(rn1 671-0D99 DRAWING N. _ scut:1H'-1, �� c (ORIDP : ��� WAVER A,'nu 671Jr.Pt An,r.' oo°nw om LL.f7 er.a. rrx>,r,�I an �/ ..••'• FLORIDA Ue.,/4/197' 3HCC1 B OT 26 E.SEAL/SIGNATUflE/DATE a } ( -4 1/2" Min EO 3 ­4 1/2" Min- E.D FOR 3/8"0 CALK-IN ANCHORS 3" Min. E D -� -• 3 Min. E.D=FOR 1/4'0 SOUD-SEE ANCHORS (4) 3/8'0 CALK-IN ANCHORS OR II "Min. E D ,.:g Min. E.O.—t-FOR 3/8'0 KWIK BOLT TZ EX (4) 1/4"0 SOUD-SET ANCHORS ORPANSION ANCHORS �/, 4) 3/80"N BOLT TZ EXPANSION ANCHORS OR 1/8" Min. E.O.•-.: -:3'1/8"Min. E.O.-.f•-FOR 5/18'0 TAPCON XL ANCHORS /�. (4) 5/16"0 TAPCON XL ANCHORS EDGE OF SLAB EDGE OF SLAB 5 ts'0 7APCONS XL W --,.� i }------••—' 2 1/4'Min.EMBEDMENT '^1 P^-3" 1'F-y 4 ANCHORS PER STORM BAR IF APPLICABLE 1F APPUCAHLE .1� () T. & 1'O.O.xOABO"GALV. /- - CONNECTION, SEE TABLE 2 ON SHEEP STEEL WASHER 0 24'o.c. 1" 23 (Typ. TOP-& BOTTOM) 4"Mm p �� ' I SEJ(fERIOR POURED CONCRETE'^It 2" 4, QT : '••._ , POURED CONCRETE---.- \r { 2" . (1,-3 Kei)5'min. ' �`-^�,,. (1'c-3 Kai) 5 min. >\ -'' _A .. -5/16.0 TAPCONS XL THICKNESS REO D. 1�- THICKNESS REO'C. p I 111 I1 W/2 1/4" Min. 2' ® t _2"x2"xl/B"xO'-5' (6063-T6 ALLOY) EMBEDMENT& // '� +°N %/�/' !+ �///" _ -ALUMINUM ANGLE EA. SIDE W 1O.D.x0.O6D'GALV, / , /.. i _STEEL WASHER® "' (TE)K 1 CREWS TO STORM BAR(g 24"o.c. i ° 2 O. .,.......,,,.BOX (TXP-TOP &'BOTTOM) �.-- :• SECTION S-S 6MONWE SCREW FULLY EMBEDDED INTO ANCHOR II I I. ..........BOX ( II \•\ I I ' " - .._,J _'-:ANCHOR it 11 I I `ham-..:.... J 1 i �I t.SEE STEP 3 ON SHEET 14 FOR SPECIAL 0DETAIL.A - i I%4"Min­­4; - .l TREATMENT FOW WINO ZONES 1 7HRU 3 Zd _N I-. "-( - * 1/4.0-20 OR 3/8'0-16 MACHINESCREWS USED JOINTLY W/1/4"0 x 3/4'SOUO-SET OR 3/6'0 x 1 1/4'CALK -IN ANCHORS y n -.�--- N 'I 1 I RESPECTIVELY SHALL BE LEFT TOGETHER W ANCHORS AT THE TIME I u h.E%TMR / .. II Min' LIB z 11 STORM BARS ARE REMOVED. (SEE OET.A). rn' SEPARATION TO i ¢o I 1 I) ... _.. �� 'R(SEE SGH DOGLASSLES ONI 1 "'CA,f �� i�' I I { - -��,I� o It SHEETS 15& 16) ': E S 1 1/4" (2);3/8"0 CALK-IN ANCHORS OR (2)1/4"0 SPUD-SET.ANCHORS OR o R 1 j. {2}3/8 NYII.K DOLT TZ EXPANSION=21u I .i X j Min. �i: ANCHORS OR 7.rn I gj I� SEPARATION TO I I N GLASS (2)5/1CO TAPCON XL ANCHORS NL'J "�},.•„ I I - (SEE SCHEDULES ON( -j"""".( // --2)ANCHORS* PER STORM li I I \JD EXIS7tNG—jj SHEETS 15.& 16f'i .�.1 w„• 4 f .' 13AR.CONNECTION,SEE TABLE •...,.. i T.T 2 OP.& u 1..-...t# I n T GLASS BOTTOM) 3 (TYP•T IT :. EXISTING GLASS S� 1 .. S1 ai ...• ...._ E)(TEPoOR 2 11 I 1 II' (1.,TOF'/BOTTOMID I I^...N(0.TCo'/BOTTOL) .2'4 x1JB.x0 5-(6063-T6-ALLOTS IT- i O ALU•-(2)f 11/4 0 At 40/4"fTW BUIL ` OEX TEK ® 1 -�. n > SCREWS TO STORM BAR $ i rc '...:,'Sp ... S I{ _.._5• 1f -(TXP..TOP& BOTTOM (M...TOP/BOTTOM)i �,-.(TIP.TOP/HDTWM) -`:---•--.-_ .. / S II I I�I, 211/16"0''- 4 Min!^ ' POURED CONC_REEEI/ !/MIN1EDs ' E.O. FO .SECTION.SI S1 .n .- 1"�.. 1 1/2'xi 1/"x0.062"xCONT,ALUM. ._... .. 4 (f'c-3.Rsi 5� min E{7 B l ANGLE W/5'16.0 TAPCONS XL.W/ - 5/18 0 TAPCONS XL W 1, ( - ( THICKNESS REO'O / 2.1/4'Min.EMBEDMENT 69 24•o.p 2 1/4 loin. EMBEDMENT I' EDGE OF SIAB�. POURED CONCRETE EDGE Of SLAB ; .WALL MOUNTING (Yc-3 xx0 s mi t-----'--- `` ,Sy,+ / r. - FLORIDA.BUILDING CODE'(Nigh Velocity.Hurricane Zone) tF'MPLJCACLE (THIc"f'o-3 ss RE4 D '. ( ,--11-IF APPLICABLE �S`7 �j i4 11 4 1/2'Min ED -- --4 1/2"Min, ED FOR 3/8'0 CALK-IN ANCHORS �J�\\ D • DRAWN BY, "Min. E.D. -• 3 Min- CO.-_A --FOR'i/4'0'S000-SET ANCHOR§. VQ.' `\CEN •Tr�r; au lrl°s ��P, s t(-'_�''' Min. EO------ --4, Min..E.D. --fOR 3/8"0 KYAK BOLT TZ IXPANSI$R AtdCHORS 1" ,�(` `V, g02oxD�+nLT6c �. Impac[Pi+vtecdve Ra!/1ngSysMm o6/6jusa, ! 3 1/e'Mn. E.O+---f 3 -r---3 1/8-Min- E.D.--)---FOR 5/16.0 TAPCON-XL ANCt$RS No.l�t�1 b`7 .,``a .- i� G ®INC. - DAra. TILUT TESTINIo&ENGINEERINO wMPANY EXPERT SHUTTER SERVICES INC. • x" w».x.N..loin.s,.:F4.xN,xxmr G,RYDIT,n.xl,ee 66B S.W.-WHITMORE DRIVE FLOOR TO CEILING 1 TRAPPED AND WALL MOUNTING:STORM BAR K)s o: ri/' a , ., x,-sx ,x�tr -,�, 20-065 �', STATE OF a / e-mat Olt�co6lo.eom Fxaxe,c�T jai-so�elE'ra�Lrrz)6en-0990 DRAWING N. G-00087 a axao,w� an rn.x. N,x.nxA an SECTIONS V �'P F�ORIDP �� IVALTER A.'n Jr.P.E, j SCALE:3/16'-'1' ,�i4�sis''•.......••i•���\� •E.SEAL/SIGNATURE/D.ATE FLORIW'Uc.+44167 ', an.r-w iNw'w . SNE[79 OE 26 a AAAAI/f I I I I I I I I I I I I I I II ----•�J"Min.'EO.---•-.^--^- !' Min. E.D:-- ^'•- ••FOR(1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS ® END AND INTERIOR MULLIONS 2 1 1/2"-.•1. �"•-3"-.. 1-"1 1/2" ©&® (ORIENTATION #1)AND END MULLIONS @& G@-(ORIENTATION #2) � '� 3' ! 3" FOR (2) 3/4"0 KW7K BOLT TZ EXPANSION {{ G ! S 1 _.._,.._._.__,�g•.Mn EO .,_.c-� "Min. E.D:.....� f ..._ANCHORS® INTERIOR MULLION® .... 7 �-�N j (ORIENTATION#2). -.` EDGE OF SLAB' T-T: 1 T-! 'EDGE OF SLAB ' EXIi�bR I.. ' EXTERIOR ' IFJPPLICABLE-1 t 1.1 ! 1 1 I / IIF APPUffBLE 3'x3"x1/2•xO'-6' 4° 1 Alum.ANGLE EA. SIDE W/ 1 3`x3'x1/2`x0'-4' (2) 3/4"0 T U BOLTS —i- (6061-76 ALLOY) Alum. TO MULLION G & 1 1/2" POURED CONCRETE 1 Ii 1' ^'' ANGLE EA. SIDE W/(2) --I• (1) 3/4`0 KWIK BOLT TZ. —}� (I'c - 3 ksi Min.)- II 3 - 3/4'0 THRU BOLTS TO �,.�-� 1 W. EXPANSION ANCHOR 1 1/2' B"Min.THICKNESS REO'D1 I MUWON C�& (1) 3/4'0 -- <+ W/ 6'Min. EMBEDMENT 11 I KWIK BOLT TZ EXPANSION 1 1/2.' TO POURED CONCRETE -�-3-- -3 n —EO.•-• M-EO. ANCHOR W/6'Min. (Typ.TOP & BOTTOM) -II I� EMBEDMENT TO POURED f` CONCRETE(TYp.TOP do !- BOTTOM) W N EXISTING-�"�i I SECTION X1-X1 W/CG��* ALTERNATIVE SECTION XI-XI W/(G�* Goss 'I r zcw mil Min, — (END & INTERIOR MULLION) �EN 1W&OBI NTATION MULLION). o u I --- _OR G1 (,W/ ORIENTATION 0 W —.---�-.�-- In I (6"x4) R at' ".----a -•:.^, 1 1/2` 1 1 2" 1 1/z 1 1 2• 3'x3"x1/2'z0'-4' ! 2-e i 5.._......;�..( 'r-.i..-,___.5•.__. ...a w rn I! (6061-T6 ALLOY) . . .. '--....-,..._. _. Alum. ANGLE EA. SIDE W/ o a EXTERIOR I RI� (2) 3/4"0 THU BOLTS i 3' o u u- - - TO MULLION G &--_.._..,._✓, : -�}- i 3' -L3- 3' EX EXPANSION ANCHOR TZ I. �:d ® n ® ___I G it G1 .. yif I ........ ft .._s:._.. W/6' Min. EMBEDMENT TO Q/8 or i Q/$ Or POURED CONCRETE TYP I ( I I I EXTERIOR o° R/8 Or u ) T_..� R/8 or TOP &BOTTOM) ( I 4` E)(TERIOR a' R'/8 ii �) R'/8 e•EXTERIOR 1. i I 1 1_�- t� 1/2 1 1/2• `--.3'x3 xt/2•x0'-8" (6061-T6 ALLOY) 3 x3`x1/2`x0 8" (6061 T6 ALLOY) (Tra.TOP/'T"I")il (IYp,T0Pfg0TTpyj Alum.ANGLE EA SLOE W/ 2) 3/4"0 'Alum.ANGLE EA SIDE W/ 2) 3/4`0 E. EO:-- •-EO I 1 1/2 THRU BOLTS TO MULLION G�j'-& (1) THRU BOLTS TO MULLION(0&(2) II - T- 2'- ): J/4"0 KWIK BOLY TZ EXPANSION 3/4"0 KWIK BOLT TZ EXPA SION `TANCHOR W/ 6"IAin. EMBEDMENT TO 1I ANCHOR W/6'Min. EMBEDMENT TO POURED CONCRETE(Typ. TOP&' POURED CONCRETE (Typ. TOP& ni T' SECTION X1-X1 W/ * BOTTOM) BOTTOM) �,I-: / POURED CONCRETE _ - �� , (Lc - 3 kei Min.) „(END & INTERIOR. MULLION) .1..1_.N�_MU•J_hjON.ONLY 1' 8 Min.THICKNESS REO'0. ���I�TER10 ION ONLY I (W/ ORIENTATION. I) ALTERNATIVES SECTION X'1=xi EDGE OE SLAB I L 1'-II L-a" 1 EDGE OF SLAB , . . (a,W) ..1fAFPOWLE (1 ORIENTATION 9 2)FOR (2) 3/4"0 KVAK BOLT TZ E�PANSION _.. .. _. .. (4 X8") --'-- •-9°Min. E.D. Min. E.Dr --r-'ANCHORS ® INTERIOR MULLION (ORIENTATION p2). • SIDE RAIL OQ AND BOX NOT SHOWN FOR CLARITY . ...L FDR .. l I-- --9"Min. ED• -•- a"Min. E.D. (1) 3/4'0 KWIK BOLT TZ - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone ANCHORS r9 END AND INTE </ ( 9 Y ) ( &®(ORIE TATION �L� •• �ji _... 02020 11L1Ec0 INC. �T �'•] DRAWN Er: END MULLION G' (ORIEZtT ..•�2�Ehls ., :/��' :L a�I✓4L(us' M.P. FLOOR TO CE7LOVG 1 TRAPPED MOUNTING:MULLIONS(G�OR(I = `, ImpactProtcctiveltofN2:gSysMm Q4/6/2020 sECTIONsw-)_ r' No.44167Fzz � _ O�rcc.END&INTERIORTRAPPED MOUNTED MULLION INSTALLATION ` r =$ w.u�sI_-�NO+I"»�`_"I"m..w EXPERT 668 S.W. ETM R ERVECES INC. .:0awl-15n.I :=01-nD, FORT ST waC.FL 74ee42D—D65 s a`. STATE OF dx--il:tiff—C.N.— rxo (mQ)24a-GGle.Fu=(n2)01-09" DRAWING N. j APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED 'Sbtf�'I�M -irk Wu7CA-0�L6n"'F.F.e. un �• SCALE. 18 1 �, �p`A.E. $EAL/SIGNATURE/DATE FLORIDA Ua.!4n6i SHUT tO QF 26 ..... - _ llll/llllllllllllt1t1V1\\ .a _ .. Min. E.D. _ Min: E.O. S4)ANCHORS _ (SEE-SCHEDULE�.])—'� (SEE SCHEDULE @t) I 4$EE.SCHEDULE;91)' , (6061-TB ALLOY) - '"�' OSEE 61,AXUIIIIi('G(INTERIOR)k©(END&INTERIOR)`TRAPPED MOUNTED MULLIONS' EDGE.OF SLAB EDGE OF SLAB - -- J• 'Alum.ANGLE EA IF APPLICADLE`T IIF APPLICJ�BLE. , i SIDE W/ (2) 1/2`0 :' 3" 29AN.fWERED BY SCHEDULE ib'FOR INSfALWX7N CASES.0 T�&If ON SHEET' \ 7 THRU BOLTS'---- I (UNITED LOAD.MULLION SPACING AND SPAN RTSTALIATION): .'' -F TO MULLION �• O_ I E SRUI11 N CAE I -RESIDEhM AND COMMERCIAL APFUCATIMS WITH f60.8 G.. j <"EXTERIOR I pzJ.MAXIMUM A.S.D.DESIGN PRESSURE RATING, 3• '" I ' I 12'-0'MAXIMUM MULLION SPACING. II-, � ', POURED CONCRETE 3 x3 xt/4 x0-8' I I � SEE SCBEOULFS�i&82'FCR AD0(110."UL SPECS. (Yc.3 ksi Lfn.), (8081 TES ALLOY)—,, 111 �-. I EXTERIOR SEE SCHEDULE#1. Alum ANGLE EA.SIDE 5. 1 1/2• '((;) 'B" B W/,(2) Y/2"0 THRU - --^4 '*= I IbTMINXN GG�6'-RESIOENML AND COMMERCIAL APPUCARON W/f80.8 psl. kWWUM A.S.D.UWDESIACING. SURE RATING, II I DOLTS TO MULLION(�G 1 1/2' ( MAXIMUl1 MULLION SPACING. 6` �..L I! SEE SCHEDULES'#I&12 FOR.ADUTIGIA-1 SPECS. cx(ISTINGJn I ALTERNATIVE SECTION X1 X1 W/(G}* —,-"' IrBMAM SSE III-COMMERCIAL APPUCARON FOR 1100.0 p,3(,VMfIJUM AS.D. .. - ... .. ) 1/T' DESIGN PRESSURE RATING,8'-0•MAXIMUM MULLION 7ASS 11 • I SPACING.SEE SCHEDULES I&J2 FOR ADDITIONAL z I Min. (4`x6" INTERIOR MULLION ONLY W/ ORIENTATION 2) N o D I G. OR G1 11/2- SPECS. F.. (2)A.NCNORS 3-x3-xi/4-xO'-6 -..�.1 —.'-6•.:____"...I T•......: (SEE SCHEDULE 82)�I-2 2', w 6661-Tfi ALLOY �- Z= ( ) I T ALTERNATIVE SECTION X1-X1 1N! Gip* In Alum.ANGLE EA. SIDE - �0 11 (- .BOLTS)TO/MULLION 3 4'x8' INTERIOR AND END MULLION W ORIENTATIONf.1)1, _. SCHEDULE:/1 w Q/8 Or-,I 'f.,}E.. ... .� Q/8 Or I I E7(1ER10R fNSTA1.1.Ai1DN MIN..SLAB .. ..YIN.ANCHOR MIN.EDGE ZOy R/8' or n ,� 'R/8 Or (M1)ANCHORS`--\ .4 CASES TMICKNES ANCHOR TYPE'&SIZE(TYP.TOP a BOTTOM) EMBEDMENT DISTTANCEANCHO OR 3 R•/$ it ': .I R'/8 (SEE SCHEDULE �t}`h :I` _ I- 1 1/2' >3/8.0 HILII INC HUS-H SCREW&J 8 0 POWER FASTENER �v II 3 - "' "'"' "1 1/ r'EDGE-BOLT ANCHOR FOR D do (INTERIOR)MULDONS 2 1 2 8 1/2' ' _ .._..:1.. W/ORIENTATION.l2. !!. �. .. ^- eB•Y.: * ' a• i/Wm2'COEHILR INC HUB-H SCRE,`,L!&1/2"o POWER FASTENER ® it ALTERNATIVE SECTION X1-X1 VU/ /.��A�N#�oR Foa'I�(END&wMewow.MuuwN r B• X1 ii I j X1 (4"x8"'INTERIOR MULLION ONLY W/ ORIENiATIOM 2)' 1/2•o HILTI INcxWIN DOLT TZ ONLY FOR©a� INTERIOR (TYP.TOP/BOTTOM)'I I I (1YF'.tOT'/BDTTOI) MUILONS w/ORIENFATION d2)'&®(EHO MU W/ 2 1/2• B 1/Y S x3 xl/4 x0 6 6 a• 1/2 o HLTi INC)Hi/5 H SCR�'!&�2'I POWER.FASIENEA�Y! 11 (8067-TES ALLOY)AIUm;, .. WEOOE-BOLT ANCHOR FOR(C)& (ENO OR WTERIOR 3 6' .3• ANGLE EA SIDE W/(2)'\. (' _-...: '(' MUWDN)W/ORIENTATIONS�1 OR/2... Ii 7 1/2-0 7H BOLTS TO _ )' -- _ - 1/2.0 HIITI.INC KYAK BOLT TZ-'ONL,Y FOR G& INTER70R - I t MULLION Gi : _ ULUONS W/ORIENTATION 62):& (END MUWON W/ 3 1/a- 7 1/2' ' ,�• js°" 3,a' A ORIENTATION#I). M 'y? ` rEDCE OF.SLAB G7 6"8'WWR II B� 1/2-o Hull INC)1US-H SCREW OR 1/2'0 POWER FASTENER . IF APPLICABLEFOR EDGE OF SLAB I.. t I SHEETWEDG 25B0V/T•LREND&.INTERIOR ML SEE-NOTE ON Lt N50&Ib'�N Min..ED. I t MIn. E.D. j. IW/.ORIENTATIONS/1 OR e2. IF APPUCABLEr" (SEE SCHEDULE'J1) ! I HIP _ - i `(SEE SCHEDULE Ri) - (a)ANCHORS —�) ^- ': SCHEDULE #Z POURED CONCRETE ((SEE SCHEDULE i . . .., SEE SCHEDULE jg1. I INSTAl1ATiON YIN.-SLAB MIN.ANCHOR MIN.EDGE I i/2 --ti, ':--w ;+-•3` - THICKNESS ANCHOR TYPE,&SIZE(TV.TOP&BOTTOM) MIN.ANCHOR DISTANCE M ALTERNATIVE SECTION X1-X1 W/. .* CasE6 RE°'D.. ANCHOR FLOOR TO CEILING/TRAPPEO MOUNTING:MULLIONS.nOR-t ) _ Z'r1k n - 5/8'0 HILR INC HUS-H SCREW&S/Bo POWO7 FAsrflER '2 1/2 7 1/2• WEDGE-BOLT ANCHOR, SECTIONS W 1 (4x)i8" INTERIOR AND END MULLION ONLY W/ ORIENTATION: 1) .. BUILDING -gh Velocity HuM&Cne Zone) Ill. fill, ., .FLORIDA CODE(HT Q ,END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION `��� �C/ 02020""�`°'"`' Na�UtiPus °"'�M.P. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING�{L�9fALL'A�P �9 � I L E C Lnp&CtPlnTegtriOJ? ogS,WONT 06i6/2e20 1 7 i ®INC. GATE SCALE; 1 '-)• = EXPERT:SHUTTER:SERVICES INC. /H _ No.94167 ,E//i: 0 TILL IT ENGINE INO COM1P'�N 668 S.W.WHITMORE DRIVE 20=065 ' ixs`arI_,�w.. ---<------- * '>♦C E BI o w PORT sT LUCIE.FL.34964 ' « SLOE RAIL QD AND BOX NOT °° '`°° P°H0_(600)71/9WE•FAx,(TH)677-GY00 ORAWIND'N. n STATE OF ce- CA=0006710 SHOWN FOR CLARITY •• - WALTER A.TILUI`ar.P.E �: i�,o'•.,FLORTOP SEAL/SIGNATURE/OATS FLORIDA Ua a4167 -w n • SHECT 1CA OF 26 � /ONIAj EDGE IF APPLICABLE.-, 2•xMUWON DEPTHxf/8"Cont. _ ;�, `,�. "v„ ;1 ALUM. TUBE (TOP & BOTTOM)W/ q/a'dx3/a"tiW BUILOIX TEK SCREWS - 7 3/4" 5/i6 0 EMBEDMENT XL 4' 2 i/4" ,/�W/ 1'O.D.xO,060'GALVANIZED STEEL MIN. E.D. 2 1/2 ' Min. EMBEDMENT® 24• o.c. f,:�' WASHER G 24'o.c. - Min. E.D i ... .,.. ;i I r•� EDGE IF APPLICABLE - \✓� T- CONIINU)US POURED I4'—i EDGE 1F APPLICABLE j• CONCRETE(fc=3 ksi M:n"•� 10" 7 3/4'Min E.D.ED _- 2•.. a"Min.THICKNESS 7 3/4'Min E.D. REa'D. ! . ,I :_....� :-.:.._ "-"END CAP 2 - I POURED CONCRETE N , I (f'c m 3 ksi Min.) POURED CONCRETE~ a41 7 3/4" , 8" Min. THICKNESS IXIERIOR f'c 3 ksi Min. Min. E.D. '-EQ. CO- I ( ) c EXTERIOR z N • q J REQ'D. 8" Min:THICKNES4__iE F REO D. ©OR G1 1..--� I ----- ., ` OR G1 ORJtl II _ 2 �i73/4 Min E o Q�8 OF n Q/8 OF 7 3/a" Min. E. 11 _ ),1..,........._.._ 3/8- R 8 O� 11 R/8 OF ti d'x4•x3/8'(6061-T6 ALLOY) (60'1-6 ALLOY OO N 1...,.,.,._m..m 1 ,y R./8 ......._ �_. •/ —'—j `Alum.ANGLE EA.SIDE. EDGE IF APPLICABLE Alum.ANGLE EA.SIDE. g�r--'-�- --R/8 ./ 'I 1^ j_ Y3 ��`; EDGE IF APPLICABLE o Ex15t1N0 p Min: I **=/(WALL AY BE ALSO INSTALLED TRAPPEDMMOUNTED CLASS I PER SECTION R'-R' ON SHEET 8.) SECTION X2-X2 W/(G'}OR G * ALTERNATIVE SECTION X2-X2 W/(G OR CGI* x Z t�2 �'., I ,�EJJD & _INTg�IOR F�ULLION LElIP_& INTERI0�2 Ml1�LI0..N) Min. E.D ( _ w_ ORIENTATION 2) t 1/2"xl 1/2"xo.o62'xCONT.ALUM. Wl ORIENTATION N 11 a 8 7 3/4• '---— �_ W" —— 4„x6" or 4"x8" �- ANGLE W/ 1/4.Ox3/4" ITW BUILDEX (6"W or 8"x4") ( ) NIN.=E.D. I ---I L TEK SCREWS ® 24 o.c. TO TUBE, 1 1/2*A ii I (* SIDE "RAIL D NOT SHOWN FOR CLARITY CONTINUOUS( PCU3 Ici Mim) ,,a I_ i 9 Q -. ' 7" CONCRETE(Pc=3 I�A4rt)•, - I 7• 10• I - 8'Min.THICKNESS X2 .__ I X2 `t,TnnNtnlyi yr7 I � 1 1/2' .70PJ801TUJ1 \`\P�•� ' 7 3/4. I . .._ 1 i;,.....4~x4"x3/8•x0'-to"(6081-T6 ALLOY)Alum.ANGLE +� �„10ENs�:••,�°c MIN.E,O. EQ-,ED- FA. SIDE W/(2)3/4.0'niRU BOLTS TO MULLION & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR - NO.44167 D W/5'Min. EMBEDMENT TO POURED CONCRETE =* 7f 7�•E FLORIDA BUILDING CODE(High Velocity Hurricane Zone) WALL. MP.TOP& BOTTOM). 5 rt '.OF 02020 TLTECD INC. EDGE IF APPLICABLE, - •" WALL MOUNTING:MULLIONS�OR 14611, ��0•, F� P ���� Nautilus j�jj�;]jjrj' M.P. eq POURED CONCRETE WALL ., �c 0 R ID 4r� cC�,�„� L• •�' SECTIONW--2 - �L G C O INa. ImpectProrxtiveRolltogS}stem oe/D T' �,!!�N;„❑ u,tt EXPERT SHUTTER SERVICES INC. END&INTERIOR WALL MOUNTED MULLION INSTALLATION* 1 i� v TILL T TEStINC 8 ENCINEERINO C....= A1`A N.M.JfAM1 EL,61a JAJ NxR,N W¢tN;R 311b 668 S.W.WHITMORE DRIVE IMn.:(303,JN-,JsY.r., pJspr,-,n, 20-065 . PORT ST LDDIE,FL34964 APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE WI LIMITATIONS COVERED ON SHEET 11A wm"8:-000 DR4WU/a No GCOD6719 Plgxt': 8D0 TK VeSA,rY:(771)Otl-OGDO —_--.' WALTER A. TI r FLOR,G U /4J4 16P7E. m,r emarnp. un ett... as vm, arrt SNEE 11 OF 28 SCALE 1/8'-1• P.E. SEAL/SIGNATURE/DATE . 1/4'0x3/4'RYI BUILDEX TEK SCREWS EDGE IF APPLICABLE EOGE IF APPUCABLE-� 2'xMULUON DEPTHx1/8'Cont. W/1"O0 24x 60"GALVANIZED STEEL —— \ - ALUM.TUBE (TOP & BOTTOM) W/ y''�HER®24'o.c. 4• EDGE IF APPLICABLE 7 1/2" Min ED 2 i/2' \ 5/16"0 TAPCONS XL W/2 1/4" — 2" p-- 7 1/2" Min..E.D \ ;Min. EMBEDMENT® 24"a.c. �. -——— .rt„_...{ \_ .I MIN..E.D. j, 11,....., I ..... ` 7 1/2` Min.E.Q. ) «>2•r t..." - I 1 1 1/4" I' _ I '.` 2" T---I POURED CONCRETE `4 (f'c - 3 ksi Min.) POURED CONCRETE I 1 6" Min. THICKNESS EXTERIOR 3 1/2' '.'- I \ J 6 = 3 ksi 6. �I Min.) 4" OR REO'D. " Min. THICKNESS REO'D. 1 t/4 �,�. .......,._._,.._. � - a \ - i v - _ G OR G1 G1. CONTINUOUS POURED-., I EQ. .EQ. I I �'-END CAP ` 4" �.: w' 7 1/2 CONCRETE !'c=3 ksi Min.) -I 7 1/2 Min. E. .- 2 \ . .- 2"\ i Min. E.D. " ( ) \ i I ,j_�; 7 1/2' Min. E.D. � 6 Min.THICKNESS x _4- -4"x4"xt 4" 'x4'xt/4" 6061-T6 ALLOY) / o REOD \I (6061-T6 ALLOY) — 1 '4 Alum.ANGLE EA SIDE. F� I GG OR G1 EDGE IF APPLICABLE-/ Alum.ANGLE FA SIDE. EDGE IF APPLICABLE NN C I OR ALTERNATIVE:SECTION X2-X2 W1(G)OR * ALTERNATIVE SECTION X242 W1.(G * o (INTERIOR BULL ON (END & INTERIOR.MULLIONS) k �� ® � I I ® (W ORIENTATION) i� 2} (W ORIENTATION 1} N Q/8 or II I Q/8 or (4"x6" or 4"X8") I R i I a= R%Sr RR%8 r 4SEE A4AXIMUMO(INTERIOR) &(a(END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 1' - r (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & 11' ON SHEET 25 mnN EXISTING p Min. I i. D BE ALSO INSTALLED TRAPPED CLASS �I f MOUNTED PER SECTION R'-R' (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): Z p P I I ON SHEET 8.) � INSfALIATICN C45E I' - RESIDENTIAL AND COMMERCIAL ^\\\2 t/2'\� z APPLICATIONS WITH ±60.8 p.s.f. Mn. E.0 t - 1 1/2"xt 1/2"xO.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 11/2' "� -ANGLE W/ 1/4"00/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN E.D. _ - T 3,TEK SCREWS 024" o.c. 'i0 TUBE. SPACING. VALID FOR CONNECTION TO j/4•( CONCRETE W/ HILTI INC HUS-H OR 1 POWER FASTENERS WEDGE-BOLT ANCHORS. ® ® IDSfALLAMON CASE 11' - COMMERCIAL. APPLICATION FOR ±100.0 X2 I 1j._ . __.__ _ L X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" ttP.r0P/smTou)•--'—'- :. I ) {hP.roP/eonou) '. 3 1 1/4 t 1/T MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT] INC KWIK BOLT TZ ANCHORS. 7 1/2- 00 ,N000S POURED 4"x47x1/4 xD'-6'(6061-T6 ALLOY) Alum.ANGLE 3 MIN ED, CONCRETE(1'c-3TG,-j-- % FA SIDE W/(2) 1/2"0 THRU BOLTS TO MULLION Min.) 6" 14n.THICKNES ,\ & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR 11NNrllllNOT SHOWN FOR CLARITY \°\,.�REOb• WALL. (TYP. TOP &BOTTOM).TO POURED oor�r A.71(��1j,,,,� EDGE IF APPLICABLE ��\P�;•••'`CNS'•.Tv'i FLORIDA BUILDING CODE (High Velocity Hurricane Zone) b WALL MOUNTING:MULLIONS (G�OR(Gt) a L F '•, y 02020 RLTECO INC. f j•J DRAY BY: POURED CONCRETE WALL N0.44167 t �+ -Na--atHus _SECTION W-2 � JAR-crPmtecdvcRoWngS�stcm - 09/o ozo ATE 0END&INTERIOR WALL MOUNTED MULLION INSTALLATIOW-',o, 8TATE OF — plyTEWINGr ENGINEERING COMP"r� EXPERT,SHU1TER1 SERVICES INC. N:.". paayn-1550.ro,i(xn)aPt-w1 WHITOR&DRIVE 20-065 / PORT ST.LIICIE,FL SaBaa APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING gI �� / 0 MCA 0006771V aim PNONG taco)7a9-9Wa,rAx:(772)671-0190 DRAWING Na ' WALTER A TILLIT P.E. ea�lul SCLE: 1/8" 1' tllryllVAL. q00 P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.//4167 m n-w- �✓•m o aNEEi 11A aT 76 11111111141 r� •�-;9' Min. E.D. -.8 Min. E.D. FOR (1) 3/4-0 KWIK BOLT EXPANSION 4» t I i� .I. ANCHORS® END MULLION� 3•z3"x1/2°x0'-4• i (ORIENTATIONS #1 & #2). (6061-T6 ALLOY)Alum s 1 1:f2 FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE.W/'(2) 4;.... };+," b Min. E.D. I �-------S'Min FD.—�•::�i-- � 3/4"0 TtIRU BOLTS 7U 1 -ANCHOR5 INTERIOR MULLION o 1 l f2" (ORIENTA1iON §2). MULLION T & (1) 3SION _ KWIK BOLT TI. EXPANSION I i 1 £ ANCHOR W/ 6"Min. 3 EDGE OF SLAB 1 f�t""'t i�'f-7 E:G E OF SLAB - EMBEDMENT TO POURED IF APP569LE s ,' iF APPL'CABLE CONCRETE(Typ.TOP & ; BOTTOM) EXIQtiOR POURED CONCRETE 'S Lill,' (f'c m 3 ks( Min.) I t 8'Min.THICKNESS II _ _ I T REO'O. I: I _L. I' EXISTING: W cuss „ 1 SECTION.X3-X3 W/ 62 — IHn ,` 1 G2 { ND�t IJLLION ONL[) M n I 1 >f2• 4- � 1 1/z DM� " W/ ORIENTATION "1': 1�• 4, 1 1f2 7 11 y G ll i r (7'X4� _-� N� Fz ® II I I ® 1 ( J• - z j z'b - II !. a" EXTERIOR 4" EXTERIOR zg 1 1 2 '. ' 11 11 I' 1 1/2' ® n ® / �. m MP.mp/B�)i (1YP.TOP/BOT101) _ :�-.3 x3 x1/2"xO'-7' (6061-T6 ALLOY) 3. x3 zt/Z"x0 T(6061-TB ALLOY) iI ..EQ ��-EU--) Alum.ANGLE EA. SIDE W/ 2) 3/4 o Alum ANGLE EA.SIDE W/ 2) 3/4.0 '-'-" POURED CONCRETE THRU BOLTS TO MULLION t& THRU BOLTS TO MULLION 6& " LT TZ EXPANSION 8. i 3 kC Min.) A CHOR"ty 6'Min. EMBEDMENT E 510o AN)CHOR•W/ 61K Min. EMBEDMENT TO 8' Min.THICKNESS / � REO'D. POURED CONCRETE(Typ.TOP& POURED CONCRETE (Typ. TOP & :.„,._... .. BOTTOM) BOTTOM) . J, fal" "'`' / (END MULLION ONY) (INTERIOR MULLION ONLY NALTERNATIVE SECTIONS X3-X3 W/EDGEOF SIJ�B!! r - 3•::.- EDGE OF SLAB IF APPucAelE' 3 IF APPLICABLE (ORIENTATION�j 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION (4%7") ---9"Min. —3"Min EP. ANCHORS 0 INTERIOR MULLION IV (ORIENTATION �2). • SIDE RAIL D AND 80X NOT SHOWN—FOR ,, I O B" Min. E.D.-------) 3"Min. E.D: -.---FOR (1) 3/4'0 KWIK BOLT CLARITY. �1 _ ANCHORS® END MULLION l(U (ORIENTATIONS #1 & �f2�P�tQ��,,...:.,�11 � FLORIDA BUILDING CODE (High Velocity Hurricone Zone) FLOOR TO CEILING I TRAPPED MOUNTING:MULLION.QG '' �10ENSF. �9 0 2Dxe nuec0 INC. N�ut1txB DRAN ert t l SECTION W-3 NO. rmpacePn,railveaoulagspstem oe�a�za2o I *; 44767 - `j, C®�wc. DATE I END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATIC `: * * �,/� 7 TI141'TESTING tr ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. t, srare 1 )r° e ra`""pca/m�'I-tii"16 saR s w WHRMORE DRIVE 20-065 0-£�1:1➢ta<oOoM.tam T DRAWING No OF PHONE,(WO)7w wse Ezra;Cm)ai-aava APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED-G �J1 cTR13A wuTERdirt P.E. �•r• a - ... FLORIN uc.�{4167 ,..t aoa�mw om .. .. .. .. .• - ��P.E.SEAL/SIGNATURE/DATE ...ax n-w n?'nn / -SHEET 12 Or 26 i SCALE: 1/8' a. r 0 SEE MAXIMUM IQ(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. ED. Min. E_D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, is & II EDGE OP Jill SCHEDULE #1)--j '(SEE SCHEDULE 191EDGE OF SLAB ON SHEET 25. IF APPLICABLE j I IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN-INSTALLATION): "�' .� °,�`. �.� � '� tee°'.-' ✓,�f`/��. .F INSTAL_LATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS i WITH ±60 6 f MAXIMUM A.S.D. DESIGN ps. _ 3'x3•x1/4-xO'-� I 1 PRESSURE RATING,L12'--0" MAXIMUM 6 �" ,,,POURED CONCRETE (6061-T6 ALLOY) "•": t'-11.;.,,. MULLION SPACING. (Pe-3 kei Min.), Alum.ANGLE FA SIDE I SEE SCHEDULE 01 FOR ADDITIONAL SPECS. II SEE SCHEDULE(11, W/ (2) 1/2 0 THRU 3"p BOLTS TO MULLION�, 6 ! I INSTALLATION CASE Ts — RESIDENTIAL AND COMMERCIAL APPLICATION t Wf ±60.8 ps .D.f. MAXIMUM'A.S . DESIGN it I: _--I 2" EXTERIOR EXISTING PRESSURE RATING. 8'--0" MAXIMUM MULLJON u ' GLASS - I SCHEDULE SPACING. �i' I I 1 1 G3 (�1 /2' SEE EDULE1 FOR ADDITIONAL SPECS. 1 1/2• INSTALAI7ON CASE n - COMMERCIAL- P• 'APPLICATION FOR ±100.0 s•f. MAXIMUM A.S_D. DESIGN PRESSURE RATING, EXTERIOR' (4)ANCHORS—' c (SEE SCHEDULE y1) B'-O" MAXIMUM MULLION SPACING. SEE i� n I ... SCHEDULE P1 FOR ADDITIONA!_ SPECS. o v i f, Q/8 Q1/8 ALTERNATIVE SECTION X3-X3 W/(G * �. _ o_ j -(Wj_ORI]NTATION, ._2 SCHEDULE #1 II '1 ! (2"X7" INTERIOR MULLION ONLY MIN. ANCHOR TYPE SLAB It:SIZE MIN ANCHOR N I - . '._ .. .. I-Fi 11^EDGE x p THICKNESS .DISTANCE FOR REO'D. _ o y r I CASES (TYP.TOP & BOTTOM) EMBEDMENT ANCHOR I u I -SIDE RAIL D AND BOX NOT SHOWN ...-. z� 11 3/6'0 HILTI INC HUS-H ' I FOR CLARITY 1 4, SCREW, 2 '1/2• 5 1/2" 11..... _. _ 3/e'0 POWER FASTENER v p I ® WEDGE- BOLT ANCHOR 4(TiP.MP/80TTOR)II I (TYP,,TOP�Ofi� Ia ' B LT T21LT1 INC KW1K 2 1/2' 5 1/2' 1 II II i 6 _..............._"_� ll 6" .. _. .. .POURED CONCRETE - EOLT TZILTI IN IIK I 3" Q.=3 bi Min,), -- ... C KV 3 T/4° 7 1/2" .. 1• _ SEE SCHEDULE#1.. EDGE OF SLAB) - IEDGE OF SLAB IF APPUCAHLEL _.� ,I`.... IIF APPLICABLE fAin. E.D. I I Min. E.D. (SEE SCHEDULE#1) -(SEE SCHEDULE dt)"I FLOOR TO CEILING 1 TRAPPED MOUNTING:MULLIONS . ........ = No.44167 SECTION W-3 FLORIDA BUILDING CODE(HTgh Velocity Hurricona Zone) us 02020 71LTEEA INC. 'DRAWN aY: _ 7�7- a q . tF'•.• ..a. Impact ProEectiveRoLUngSystem �ofi/a/Zazo INTERIOR TRAPPED MOUNTED MULLION INSTALLATION *. 10 Ll .0 O,a�. . ... .. _ GAiE O )1H( TILUT TES LNG&ERGINEERING COMPANY' PERT SHUTTER SERVICE) INC. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS �/� 2o2v �u n�'� Bea aw.WRne GR£DRIVE F xs Nw.I,(u �« 20 065 o-"a.. (xe}srt tsro',ro,,(.im)aN-la» PORT 5L LUCIE.FL 34964 - a-TUd.II.00OCNOI.Oom DRAWING No ' SCAIE: 1/B'� 1• _ _ CA-000G779 PNOxra(B00)14FK9%,.FAk,(tT1)g7,-o9Y0 WALIER A ruin Jr.P.E P.E.SEAL/SIGNATURE/DATE FLCRIOA Ue,1 44167 IZA or R6 EDGE IF pPPUCABLE•,\, 2"xMULLION DEPTHxt/B'Cont. r`ALUhf. TUBE (TOP& BOTTOM)W"/ ..t/4'ox3/4'ITW BVILM TEK SCREWS I '.5/16'0 TAPCONS XL W/2 1/4 W/ 1"O.D.x0.060'CN.VANIZED STEEL ' 7 3/4' 2 7/2 MIn. EMBEDMENT A 24' oc. WASHER 0 24"o.c. Min.E D 11..._.,��• /. MIN E.D. I - tL, EDGE IF APPUCABLE� 7 3/4-Mtn. E.D. X CONTINUOUS POURED ' �.._ ..._...: ..... " CONCRETE(fc=3 kv bSaT-\ 1p• O 233' �" 8"6fin.THICKNESS ' I POURED CONCRETE . "t-" 0•p• (f'c = 3 ksi Min.) t -- 8" Min. THICKNESS '"•� 4" EXII�OB REQ'D. END CAP I 1 I I •a tdn3 END. NOTCH WEB,. .. EO.. EO 1 " ._ 1-- -=- •. —_,__ Z� 4: ,n (TYP. TOP/BOTTTOM) -4 I 7 3/4 Min. E.D. \ — _ "'AJumx ANGLE EA.SIDE. ALLDY) (WALL MOUNTED SHOWN, MAY BE ,n H EXISTING I i D ALSO INSTALLED TRAPPED MOUNTED y- o GLASS 1i I PER SECTION Q'-Q' ON SHEET 6.) FDGE IF APPUCABLE�7 K V I! O N 11 A DR a N SECTION X4-X4 W/ (END & INTERIOR MULLION Q a 0 IENTATION 1 2} s8 �2 1/2" (4nxln� o x � Min. E.0 " 1 1 1/2"xi 1/2%0.062"xCONT. ALUM. g8 7 3/4' �`— "-�' =� 1� `�-ANGLE W/ 1/4"Ox3/4" ITW BUILDER !• SIDE RAILQD NOT SHOWN FOR CLARITY wMIN,.E.D. . TEK SCREWS RD 24" o.c• TO TUBE. f_._.c._.__..,W_._. _._.__..._,..N._.„._...._......._.,._.._.___..v„.. . 21 (2 CONTINUOUS F7URED. I 7' CONCRETE(1'c 31:n Uf- I i TO" ' 8"Mn.THICKNESS REO'D. X (TYP.TG?/60RDYj 1 1/2 - `-: 1 1/2': (h9.LGPi6p1T04) t1 7 3/4' . MIN. E.D. .'',,,4"x4"x3/8"xO'-10"'(6061 T6 ALLOY)Alum.ANGLE S�Q:• �CENS '•.,9�, .ED^-ED EA,SIDE W/(2)3/4"0 THRU DOLTS TO MULLION �' F & (2)3/4'0 KWIK BOLT TZ EXPANSION ANCHOR �D•�41�� •1 W/5"Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE:-f WALL. (TlP.TOP &BOTTOM), *: - .FLORIDA BUILDING CODE (High Velocity Hurricane Zone) WALL MOUNTING:MULLION �i�2 STATE OF �'= 02020 TILTECO INC. DRAWN BY: POURED CONCRETE WALL %fit'• FCQRIOP Naut u's MP .. .-SECTION W-4 F`• - IWpactPmteCdV0R01Jlop,System 0e/e/2020DATE . END&INTERIOR WALL MOUNTED MULLION INSTALLATION t , U TES IN& ENGINEERING 1 nP kNY EXPERT SHUTTER DSERVICES INC. APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 13A �^".'(oaJs t-usa,ru.UpxRt-t6N PORT ST.LUME,FL 34954.RE DRIVE 2D-D65 0:Wtew000Leom DRATRNG to SCALE: I/8'_ 1' CA-000871' PRO Nn eo0)7s9-foss,/Axe("57t-moo WALTER A TLLR Jr.P.E. �'•^' �m^a• ou< .'�•r aod.nv P.E. SEAL/SIGNATURE/O.ATE fLORtOA Uc.F 44167 an n-ea Ntor. t a sN. 75 of 1. EDGE IF APPLICABLE', - .2'xMUWON DEPTHx1/8' Cont. - .. - EDGE IF.APPLICABLE� ALUM. TUBE (TOP & BOTTOM) Wf 1/4`ex3/4'!IW BUILDIX 71:K SCREWS .+ 5/16'0 TAPCONS XL W/2 1/4 W/ 1'0.D.xO.D60•GALVANIZED STEEL - jMin. EMBEDMENT 024'o.c �,. WASHER 0 24."o.c. /' Min. E.D. III 436 \\\ .. 4 3/8 Min E.D I MIN E.D. :..,f,. ...G3 r— CONTINUOUS POURED - -' CONCRETE(1'c=3 w Lin.) -. �;-, `+ 2 .T�• 8'Min. THICKNESS i \ / REQ'D. 2 1,._... ... I DMIOR / E.D.:END CAP 4 3 8`MIn M' `- , ... CONTINUOUS POURED:: CONCRETE(1'c=3 W W.) 0 8"Min. THICKNESS EDGE IF APPLICABLE) 11 SECTION X444 W/ G3' ti I xo u j. (INTERIOR MULLIO Of N)• EXIsnNc I. I (WALL MOUNTED SHOWN, MAY0 II D;BE ALSO INSTALLED TRAPPED _OR EffAT,�ON_, Goss -''•[ MOUNTED PER SECTION Q'-O' „ 2 X7" ' a It i _ ON SHEET B.) ,n S R p. Oy Y"""^ """`""'- e -'' �M� bSEE MAXIMUM©(INTERIOR) WALL MOUNTED MVWON SPAN )' COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES 1' & ® a I"ANCLE ® III- ON SHEET 25 (UMITED LOAD, MULLION SPACING AND Q'�8 It (�'/g SPAN INSTALLATION): n \ "2 I/2 INSfALLAITON CASE I' - RESIDENTIAL AND COMMERCIAL f MMinEEO "1 T 1 1/2"x1 1/2'x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/6" ` '- W/ 1/4"00/4" TM BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN.y E.D. _ , - TEK SCREWS ® 24" o.c. TO TUBE. RATING, 12'-0".MAXIMUM MULLION I SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT' INC HUS-H OR (TIP roX4 L_,� _ ��' X4 POWER FASTENERS WEDGE-BOLT P/eonoD)3 T/2• ^N I (TVP.TOP/eoTrmo ANCHORS. w_ I INSTALLATION CASE IC - COMMERCIAL APPLICATION FOR ±100.0 L-. T \, p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' T '­(2) 3/8'e KWIK BOLT TZ EXPANSION ANCHOR _ MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO - ' MIN,E.O. W/2'Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. (TYP,TOP&801'TtlM). . ///// - EDGE IF APPLICABLE I�CONTINUOUS POURED ) ��Ti1Tillj �+ SIDE RAIL UD NOT SHOWN FOR CLARITY CONCRETE 1•c=3 16 fk � ii 8'Min.THICKNESS REQ'D. `����Q. �CENSF ✓4 FLORIDA BUILDING CODE(High Velocity Hurricane Zone) WALL MOUNTING.MULLION 3} ? $ 02mo to TEco ma •j oRAwH In: POURED CONCRETE WALL r N0.4415 c Na.utrlus SECTION W-4 ctAroreetiveRollin it Impu gSysww ce/e/2o2a STATE aF _ I L E C O m eA,E Q INTERIOR WALL MOUNTED MULLION INSTALLATION ='9�•. F y;;µ>kT;,s�nRa ENGINEERING co AP ed EXPERT 669 S.W. HITM R SERVICES INC. .r .. /OR10P �, `l.z 20-065 PORT ST.LUCIE,IL 349e4 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN S°f t �.��`�.. °- °' a°`6° °" PHONE ear,T,9�654•T..�» eT, DWY NC N. ... ...... .. SCALE: 1 8'=1' ... - ip///'III 1{`\` P.E.SEAL/SICNANRE/DATE WALTM A.nW,i Jc P.E.I 11111111{ : FLORIDA Ue. 44157 ., .. nppme .� SHEET ISA Of 26 ' I 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 W10 STORM BARS SPAN"L-(ft)TO PROTECT IT(SEE GENERAL NOTE-92,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (la, lb & lb') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 117 BE BASFD ON CHART Ic ON SHEET 15, IT SHALL BE MEASURED FROM BACK SLAT SLIP((n),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.sl);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L'ft. 2.ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24,25&28 W/A.SA:DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',S'OR 7'},AND DETERMINE MAXIMUM ML_JLLIQN SPAN(HEIGHT)W1 ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(CG,{Gj, & ),MULLION TYPE& MULLION ORIENTATION, • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10.10A,11.11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPED aOR LL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(G,G 9& ). LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1I2"SLAT SLIP MAY BE PROCEDURE 4c;IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ia,ON SHEET 15,IT SHALLSE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W1 STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FORSTORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES I THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN PRESSUREIRATING 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 7).AND DETERMINE MAXIMUM MULLION,SPAN CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN 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 10,1OA,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(Q,`.), a &0). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REPROVABLE(ANCHORS 8&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. t�ill lil lli ���Q�u�•' )• 'I�<'/`�"�i FLORIDA BUILDING CODE (Agh Velocity Lharricane Zone) � i \\CE1V5 $Q 02020 TILEcc INC. • DRAWN en Fus No.44167 _ � Irapal®I�ro� ORfB9SystM 06(a/2020 �•t �L G.C V Inc. - ... DATE • ��•k 'TILUT'TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICESINC. STATE OF ``' }•i{/ 6 U M.M.1M.3 S.xe. as c x¢au,n]Tw 568 S W WHIIMORE DRIVE 20 D55 aan,;taa]bT,-w6,rati:pc]}en-iw7 PORT ST IACIC,FL 34904 o-maR:lDt•coeaai<•m DRAWING No iI'�� :��ORIOP,•��Ck'` CA-OD06718 PNDK4(6CU 7�9-4G68,rA%;(/T])811-G98G _._.. WALTER A IILUT Jr.P.E 0tt"O vtt amnu,w P.E. SEAL/SIGNATURE/DATE ILoana Uc.f 14167 an„•w nr>� tt• sReEr a ar 26 SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib T . CHART Ib' CHART IC USE MNUNUM VALUE BETWEEN POSTIM AND NEGATNE&S.D.LOAD USE MAXIMUM POWK A.S.D.LOAD VALUE 3/6"0 KINK BOLT 3 ANCHOR 5/16"o'TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE - - TO GROUT FILLED CEL.CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MW, SEPARATION TO GLASS AS.D. 'LAW.' (FT) Ff) "LMAX.' (FT) MEASURED TO BACK OF SLAT(in) DESIGN RESSU .WALL TRAPPm ..BUBD-our sum.-cur WALL TRAPPED uRDo-our eUILD-6" WALL TRAPPED BUILD— oUF- RATING mom MOUNT. Rug uouNr w/� MOUNT MOUNT' yQu wDLw w/Q MOUNT MOUNT 6. moug :u w r W/© W/0 STORM BARS W/STORM BARS (PST) SEE NOTES* SEE NOTES* SEE NOTES# SEE WfES# SEE NOTES SEE NOTES* SEE NOTES* SEE NOTES# SEE NOTES* SEE NOTES* SEE NOTES* SEE NOTES# 30.0. 20'-0' 15'-4' 20'-0` 20'-0" -- - 20'-0' - 20'-0• 18'-O' 20'-0"- 15'-4" 18,-0, 15'-6- 11 1/2' - - 4" - 35.0 .20'-0` 15'-3' 20'-0" 18'-0' - 20'-0' 15'-0' 1 ... ..... 20'-0` 15'-0' 16'-3' 14'-0' 11 1/2' 4' _._ 0 __....._..__....:.._:._._._1-7" T.._...:: .......17'-4" _........___.._.. __..._.__........_,_........................_._....._....10"......� 40A 20'-0' 15'..2' 19'-7• I6'-6" 20'-0' 14'-5'. .1T-4' 14'-10' 18'-11' - 14'-5" 14'-10'.. 12'-9' It 1/Z" 4` .-__.. ....... _ —"".-.-........__._..,.._ _..__.....�.. -......__.......... .. ,..... 45.0. _..20'.0 15'-0'- 18,-0,._._...._15._.3 20 0 14 2 16-0" .1T-9,.. 17'-4' 14'-2' IV-9 _... 12'-0" 11 1/2- 4 500 20 0 14 16 I6. 9 14'-2" 19 7" 13 1 14'-10' 12-10 16'-2 w 13. 1' - 12'-9, t i'-0" 11 1/2'. .. 4" .....:55.0. ..._20-0 14-8 15-8 13-4".. 1T-9'_ 12 4 _1............��.. .1 ._1;,..,..... 15„0 14!.r-'1�:..:,. 12'-0 10 6 ...I_i. /Z...:w..__ _.._._a'� 12'-T - .—I - 13'-2' 11'-5" 14'-2' 71'=8' 1I_'r 70-0 11 1 2' 4' 85.0 18'-4 12'-11` 13-11 11'-11` 15'-9' 11'-0" 12'-5' 10'-IT- 13'-4 11'-0' 10'-1D' 9'-6" 11' 4' ,0 17'-4' - 12'-1' 13'-3" 11'-4" 15'-0' 10-6' 11-10 10'-4' 12'-9' 10'_6` 10'-4' 9._0` 11, 4' _..___ _..__._..,_ -,___.: _..._..____ .:..._._...._.____._........ .... ....................... ..._.__ ..... .._..__� 75.0 18'-6'_ 1 V' 7' - _12*-7' 10 10' 14'-3" 10 O' 11'-4' 9-11' - I2'-0` 10'-0 9'-10' 8'-10 10 1/2-_ _ 4 B0.0 1T 9 11 0 12'-D' 10 5'- 13'-T 9 5 10-10 --9 7 . -. ,_.:_. .:- -.. ._____..._ __,,._,_ _ _._. __._..._.. .__ ...._.._.__......_____._..._ .._...,........_._......�_. ._..._ _.....,.._.._..�___---___.__ 85.0 15'-D 10-6' 11-7'- - 10'-0' - 13'-0" .9'-3 10'-5" 9'-3" 11'_2• g•_3• g'_0• 8'.-3• 10' 4,. . ,1.¢'-2; ,...�10'-17'.... 11'-2` 9'-8` 12'-6' 8-10' - 10-1" 8-17' 10'-:9` ..g'.-10 - 8'-10". - B'-0..,......-_„, Ia' _4' _. 95.0 ..1.1-5 _ 9-8` 10 8" - 9,4` 12'-0" 8'-5' 9'-9`- .,.8'-T' _ 10'-4' 8'.-5". 8'-6" 7'-9°. 8 1/2' 4„. 100,0 -" 12'-9' 9-4' 10'-5" 9-1" i t'-•8` 8'-4- g'-5' 8'-4' 10'-0' - 8'-4 8'-3' T-6' .8. 1/2` - 4'' 105.0 12'-2" 9 0" -6" 110.0 11'-T 8'-8' 9'-9' 8'-6' 10'-11`- 7'-10' 8'-10' T-it" 9'-3' 7'-10" 7'-9' 2-2' 119.0 '71'-1 -4' 8'-5" 9'-6' 8' - 10'-7" T-e' 8'-8' T-8• .. 9'-0' T-8' T-8' T-0"- - - 9` 4' . 120.0 _10'-8' 8'-1' 9'-3' 8'-2 10'-3" T-5' 8'-5' 7. -6" 8'-11' 7--5' 7--5' 6'-10' 9' 4` 9'.-0' T:-11` 10'-0' 7-2' - 11-Z. _7-4` 8'-8•' T-2' 9"' 4' .„__. _e_... _ .._._..�-. ...._.............,—...,.._.:-..�...�. _. _ 130.0 _9'-10' 7�_8... 8-8• .. 7 9.._.. 9'-9' T-0 8'-0• T-2' _ 8'-5' 7'-0' 7-2' .. B,wg. g. 4 _ - 135 7 2,• B„8�. 7 7• 96' 6 10 T.r 0: 7 `i 8 2 g 4 ,.6'-11 8 4 7 59'-1' T-8' 6 1:1' B'-0 6-10 6'-4' 9' 4' - 145.0 8'-10• B'-2' 7 3 4' ........ _.�.._ -:_....... ......_:. ..,._..,__.... W..__: .._.._...._._..._____.._._..__..,_ ,..,_. 150.0 8` fi 8 0 T-2" 8'-6' .._..._.W.._.-..____�''-.4�._..:_......_.W...._.__.�_.��.-9�._.._.__.._.m.._....-..._....__.-................__._�.._.........___,...__..._a•_______._.�........._._4.�_._,,.� __._..._..0...__.:......:....._.......:...:........._,_._....,..__.._...._..__,.._�.. 7'-10' 7'-0" 8'-3` 7'-2" - '7'-7- - - - 8' T-8" 6'-10" 'T-1' � - T-5" * mom 1:ABOVE INDICATED MAX: SLAT SPANS MAY BE USED AS.LONG AS 1g411T ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. Q�'••''• d �� FLORIDA BUILDING CODE(High Ve]6city Hurricane Zone) r y,.' v\GENSF 02020 nLTEDD � ORA"Tyr: 2: REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH = 1�autguS W.P. 3/8 4 KWIK SOLT 3 ANCHOR OR 5/16 0 TAPCON XL ANCHOR, INTO. _ No.44167 POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR � ImpactProtecuveRoll/ngSystem 06/a/2020 WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR = - 6 i 6. �C iN GATE o'•, STATE'OF Q;3. nun rEsnNG a ENDiNEERTNa coMPagY EXPERT•SHUTTER SERVICES (NC:. WAU_ MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. 90 F( �y P \�4r` `.�j /j�„J sus x s s,..Ts>�,t Yra.�Tc r��iNce 688 S.W.WHOMORE ORNE 20-065' �Tllo \ / s—moll:Nltxo®ool.iom PORT-ST.LUCIE,FL 34484 OR/.WIt1O No 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY.BE 4 a-0006719 NIXIL,(e0o)149-905,na,(772)err-Dino DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. i IQ L ��� wn.CPJ A H unk,P.E •� ,�'�i'sSnu 111110% \ P.E..SEAL/SIGNATUR"e/DATE FLowDA uc./44767 - �v�o sxEET Ts aF 2s MAX.ANCHOR'S.SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE;W1:3/8"0 KWIK BOLT ANCHORS TO POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING SLAT SPAN RANGE t WALL MOUNT DESIGN SLAT.SPAN'RANGE .PRESSURE .0'-4't > 4'-5't ._:>.5-6't >6'-7'Y >7'-9't > 9'-12 t >..12'--16't >W-20 t . wm(p.lL >31-40. - 9" 9. - 9• 9• :..._. ...__.._ .....�:._�_....__....__. ._:.::............_.�._.....___.___.. ._ ._._.._._.._:_....__ _. ..... _........ .-.....__._........._...... 9�_ SLAT t'L{QIE. >a1 1os. 9" 9 "s 9" 9" 6 1/2" 5 5/8 MAX. SLAT SPAN FOR A _ __. _ _. _ __. GIVEN A.S.D. DESIGN >tos-izo 9' 9` 9 9" 8' 6' - - C PRESSURE RATING SHALL 9" W. .;��_..9" _.._ e_,.�..__... _. ..7�_..-.:-...._.-_�.6 :.w..�.......:_:.W..:.._ _.__— )� EXCEED MAX. SLAT _..._ _... _.,._ _..........,___.__..:_.._..__...___.._............. SPAN INDICATED ON SLAT. >u1-16o 9" 9' 9• 7' 7" - - SLAT.SPAN DEFINITION_ PERFORMANCE CHART ON TRAPPED MOUNT SHEET.15.... 0 SLAT SPAN RANGE DESIGN ....- ._. .. ... .. tuf 0'-4't > 4'-6't > 5'-6't >6•-7"t >7'-9't > 9'-12't :> 12'-18't > 16'-20't (a.r' _ -. _ 30.0 9. 9. >31-40 9" 9" 9' 9' 9" 9• 9• - W.... _<..........._._.........._....._._._.._ _.____...__....._._.._._..__......__..._.._......_� _ ----...... ..:._...._................:__......._......._.__....._...__..._.......... .__._..._.._..._... .— >at-so 7 1/2" .>106-120 9 9'' 9" 8 1/K": .; 6° - __••--•-,_ _. — :;._...._.._ ._:-._ mom::_ --..- H >t21-140 9` 9" 9 J>141-iuo9 9' 8` 6- - - BUILD-OUT MOUNT DESIGN SLAT SPAN RANGE _PR� .o'-4't > 4'-5r.t .. .... >5'-Wt.�a > 6'-7't _.> 7-9't > 9'-12,t .. > 12-16't > 16-20't. RATINGvNm(D- E E E E LY . ,.E EO. E s 30.6 y g" 9" 9" 9. 9" 9" ..9°. 9 .___._ 9 ..9°�Y. 9" 9". 9" 9" 9» 9a 9 9 9'_ 7 3/4 7". Y 5'5/8 _ _ .W _��.._�_. >3i_40...... 9 9 - 9 9' ...... 9 . 9" 9 9 9 9 9 9 9' 9 9'. 9" 9' J 7" 6" 5 5/8" 5 5/8 5 5/8 >41-60. 9', ....9" 9' 9" 9" 9°. 9' 9" 9' 9' 9° ...8' 9' 9 9 7.1/2 7 1/2.._,......6 _5,5/8 S 5/8 5 5/8 5 5/8' 5 5/8 ._... _>61-86 g - 9 --g -- 9 - 9 9 9 9 9 9. 9 9 9° 9" 7" 5 5/8 5 5/6° 5 5/8 5.5/8 5 5/B"�- - - - - >81 los_...__9 _..._.. 9"........9w_ _......9__ 9. 9 __..._ t3' 9r '9^.. .:_8' ....B"_-6 1/2 6 3/4' fi 3/4"�5 5/8 5 5/8 5 5/8.._... .. - _ .. - - >106-12a 9' -_:.9" 9" 9' 9" 9" 9° 9°. 8° 8" 8' 6 1/2 _6° 6" 15 5/8 5 §/8 5 5/8' >12t-140 9'.... 9"-.�. _9� 9" 9" 7 1/2 8'< 8'.. 6 1/2- .. B. 8" 6 5 5/8" .... ._..:,:.._., ........_.,,. .._ _m_.. ,,.,_ .�_...., .......__._....�......_. .___._.,,:_. ... .._ ....�...._.._...._......_. ... 6'3 4" 6 3 4 5 5J9 5�5/6 5 5/8' - FLORIDA BUILDING CODE�(I/yDgh.Velocity Hurricane Zone) `�P''��CEAtsF 02020 XTECD INC. Nall ll3 DRAWN 8T: _ .. /� wp2crFYvtecdviRvRJng6ystem 06/a 2020 . _ NO.44167 -I- l ' _ Lai ECO.INC. on_ n ui TEsrIND a ENGINEERING cOMPaftY EXPERT SNU77ER SERVICES INC, wo".v:�aa:a .aw aw,wu ;n.'aa�aa 668 S,W,WHITWQRE DRIVE 'sue.• STATE'OF ` fir . tweki,wo`.raa.=(u mo-sr 20-065 PORT ST.LUCIE,FL 3/984,a mail 01tacGe9ol.com DRAWING No I iO�••'F<�RI�P V; CA-000U718 PHOHC,(90o NB-aa56,rAx:(r)1)er,-09a0. ' Fs ''•',G �� WF OIR FLORIDA UeLLR 44187 m.w mavnui un. i..w ww� urt P.E. SEAL/SIGNATURE/DATE -! , SHEET 16 ar.28 r MAX.ANCHOR'S SPACING SCHEDULE Vb FOR GIVEN PRODUCT MOUNTING TYPE Wl 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL T A.S.O.DESIGN-PRESSURE RATING:&SLAT SPAN RANGE t WALL MOUNT. MAX SLAT,SPAN.'RANGE DESIGN!A.S.D. .. __ .. .. PRESSURE - - RA11N0 0'-4':t > 4'-5't > 5'-5't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > W-20't . RANGE(P.e f.) - .... s 3o.G 8' 8" W. e" 6" 8" 7 1/2" 5 1/2" >31-40 .8`.. 8" 8" 8" -8" 6. 4" >4t 60 B 8' B" 8' 8° 6' 4` 3 3/4" t NOTE: _. ._.._ _ >61 80, 8. 8" e" a'. 7" 4 1/2' 3 3/4" MAX. SLAT SPAN FOR A >a1 1a5 8 8, 8, 6 1/2" 5 3 3/4" 3 3/4" f- S AN—SLAT GIVEN A.S.D. DESIGN >to6 1zo 8 5-._ . B" 5 1/2, 4 1/2" 3 3/4" -2. _.._, _...... —... _,... [ ] PRESSURE EXCEED RATING SLAT >121-140 8 7'1/2' 6" 4 1/2' 4" 3 3/4' - - PAN INDICATED ON SLAT _ �.._. >tat-t6o 4" - PERFORMANCE CHART.ON �_ SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT AN RANGE DESIGN PRESSU0 0'-4't > 4'-5'T >5'-6't ` > 6'-7'1 '>Z'-B't > 9'-12't > 12'-16''Y > 18'-20'1' . RANGE,.(P.it) 6" 6. 6' - >41-60 6' 6" 6' 6" 6" 5 1/2 - - ` >61-SO .. 6' .. 6" C ...5 1/2' -ice.. 6" 6» fi" „ 5 1/2" >121-140' .,...,-..6" _...8" ..�...5 3/4" .-..,4 1/2'..._. >t4t—Ieo 6•. ...._. .6" 5' .. 4 1/2' BUILD-OUT MOUNT Dr�1GN SLAT SPAN RANGE PRESSURE :....0'74't > 4,-V t >:5'-6't .. > 6'-7•t. .. 7,-9,.t.-.. > 9'-12,t. >-12'-16'.t > 16'-20't . RANGE(p E E 3 E 3}.:; E j- E E•�. -£,E3 E .1 - E (E 13D,*o 6' 6" 6' 60 B. 5" 6' 6' 6' 6 6" 6" 6" 6• 6" 6" 6" . 6" 5 1/2" 5 1/2" 4 1/2' 4' 4" 3 3/4' ........ 6 .. 6 6" 6• 6" 8• ..-6x 6'_ G,... 6" 6».. . s,.. 6" 6` 5` 4" 4' 3 3/4"3 3%4". 3 3/4" 3.3/4' �_ .._._......._ ,_.. - _........ _ >a1-eo -- 5 6' fi` 6" 6" 6"- 6"� fi" 6' 6" 6• 6„ 6'— 5• 6" 4" 4" .3 3/4 3 3/4. 3.3/4' 3 3/4" - - ......._.....�..�.._._..- -_. .... - .. _.. __....... ._ _..._. 161-so _ 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'_ - - _ ....... _v..... >et-tos- - 6" ..6»: g . fi' 6"... 6". .6 6' S-3/4 -4 1/2" 4.1/Y 3 3/4' 3,3/4"33/4" 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" 4_1/2r 3 3/4' 3 3/4" 3 3/4 3/4'-- 4x4 ;s 4 3/4' 3 3/4 4'1�r 4 1J2 :3 3/4' 3;3/4 3 3/4Is >i4i-lsa 6" .. g' S". 4 1/2" 4 1/2".3 3/4 -5 A. .4" - . 4" 4" .. _ 3 3'4' 3 /4 -. .... .. "`tp111,111111411p Ir A rl( I�/ FLORIDA BUILDING CODE (ffigh Velocib HUMcane Zone) . osozo mTEm WC. Nautrlus oRAwx eTt ' P.''�\ sue•. � M P. •.. �—.:�- �.. CugractPtatectiveHallin�u^vrem ae/a/zozo:.. ._ No.441.67 INC.1N°` " EXPERT SHUTTER SERVICES INC: aA ' TILLIT TESTING a ENGINEERING COUFANY T1C' 'f�'` �•Z„t,}"�,(J ails x.w.1sM st ax..1m uacnw ctzxr s,n.ast ee 660.S.W. WNITUDRE DRIVE' STATE Of J/ r o.l>u>s7f+sno r c7wa 7tysn PORT ST LUCID FL S4984 20-065 4 m.II UltaCotDoolm pIIaNL•(aaa)749 9a3ra]i-0911f1 DRAWING Nn �" CA a10f,7,9 ''��''•F<ORIDA r wNtER A.nun a PE m w aaamx R �i��4C5+'•,.. �G\\``O. P.E.SEAL/SIGNATURE/DATE n.owDA 4e.1 44t 67 as n-m rorKm SNECT 1F OF 26 r a �/l//1fi11111111111��11` z x MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE_ W/6/16"0 TAPCON-XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE DESIGN - PRESSURE N 0'-4'1' > 4'-5't > 5'-6't .> 6'-7't .. > 7'-9't > 9'-12't >.12'-16't > RANGE(p.a.f.) . 6 300..- ..g' g^ g• _.:8" 8" .. 8" 6. 4.1/2' S. 4 - >41 60 B 8" B" .8` 8' 4 1/2 ._ t NOTE; ._,......_ _ .... ....... >er ao 8 8" 7 t 2 7 1/2 - SLAT MAX. SLAT SPAN FOR A, _ _ __ >at tos 8" 8" 7 1/2 5 4" �_ - - __:' SPAN GIVEN AS.O:.OESIGN' >toc-t20 7 t 2" 6 4 - - PRESSURE RATING SHALL B _. _. __._. _ _ [-- N�ltEg EXCEED MAX. SLAT >12i-uo 8 ................ _... _ _ �, _._...-. >fat-too 7` 5" 4" - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET ts. TRAPPED MOUNT. SLAT SPAN RANGE ...DES" PRESSURE .. PArNO 0'=4't > 4'-5't >5'-6't ..> 6'-7't > T=9't :>:6'-12't > 12'-16't: > 16'-20't . RANGE(P.e.f.) _ >31-40 6"...... 6" 6` 6" 6" .. 8".. 4 1/2" >41-60 6 6" 6" 6" 6` 4 1/2- 6 6" 5" 4 1/2" - _ - _ .. _ _....:. ..................._:... >ei tos 6" 8_ S. ;.. 4 1/2 _4 1/2 - >1as-tz0 51/2 4 4.1/2 _.... _ ..... .. ........_ ...._ 3 3/4"_ - - >tat-teo . 6". 5" 4" - - - - BUILD-OUT MOUNT _.. SLAT SPAN RANGE DESMPR .. Q;_Q...t ... _ _..> 4'-5't. >5'-6't. > 6'-7't. .. > T-8,.t .> 9'rY2't >-.12._16.t - > tt3'-20't a RPtfGE(gyp a.f.) .E E� E E E �E �E3 �E �E� �E� � ... E E �E E . Ej (E `E E tE E.? �Ey 6": 6• .6 6. 6" 6�: 6' _6"_ 6�_�6" 6, - 6" 6".. 6"... 6 6• 5 1/2"�q"- 41/2" - - - >st-40 6' 6" 6" 6 6" 6" 6" 6" 6" 6 6 6" _ ' _._ _.____..._.. ..._._.._.........._...-._....me_, _ ............�.,._..�-.__-____.. 6" B.._._.—6. 5.._1/2 5____.a•.W._... .._W�__ .a^ _ ..,_. - - 6.-..:- 6•___ 6" 5" 6• _ 6" 5 72-.5.1/2" 6.. 6:.... ---._6�... .. 6'. 6".......: 5 1/2 _4 I/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_- __.4n. .�4...--- 4..-_._,.:_ -..__...-...-......._.'.......... ...... ..__.__-3.3/4. - >at �to5.�_ .:6".,. _5" 6" 6- 6" .5 1/2 _5 1/2 7/2 41/2' 3 3/4" 3 3/4".. - - _ - - - ... >tp8-f20 6' 6 6 5 1/2" 5 1/2" 4 1/2 4-1/2 4 1/2 3 3/41 _ __ _ � _- __._._w_. 3,314 3 3/A">171-fa0 6 . FLORIDA BUILDING CODE (High Velocity IT.urricane Zone) 11i IIN)11 02020 TIITECD INC. /`�p//I� • CRAWtt BY. ' us hqp 0tP--1 4R-LftSj-em 05/8/2020 . ..V•• �,U G.il�. `,��=Sri=7�=""�-� �.. .. IL �C®I�N C-. •� .DATE , r,� y TILLiT TE50"o& ENGINEERING CO4IPANY EXPERT SHUTTER SERVICES'INC':. No.44 f 6t - f ,.+� non N.w..J&h at ..wq.mm orelUas;rt 9srgy. 668 S.W,.WHITYDRE DRIVE r>r««. Isoslatl-l::w.r tsos;aT1-ioir 20-065: }#- - PORT ST.LUCIE,TL.34984 0'I.'Gkx 0 ai.cOm Pk n(600)7 9_905a.FAG(]TA)]lai-0590 ORAWIN9 Na- p rn� CA-D005719 •' STATE OF - WAITER A 11LUT Jr.P.E.. ���..• urc uxanv ��Q'•,. F n P SEAL/SIGNATURE/DALE FLORIDA Ue.p 44167 m n-1a_ nnmo wv SHEET 16 OF 26 .. a .. a SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES(LbIFT)ACTING AT JAMBS FOR AN A.S.D. DESIGN PRESSURE RATING RANGE, SLAT.SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) . MAX.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE 0'-4' > 4'-5' >. 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING RANGE(p.s.f.) Vx Vy. .;, vx.. Vy Vx VY Vx VY Vx Vy Vx Vy Vx Vy - Vx Vy . .... .. .. . :5 30.0 10 60 10 , , 75 165 ;' 90 238 105 421 135 594 180 999 240 1390 300 _,._w.,...._._.. w...... —___ _._. � . . .3; —_ _ _— _ _W..... _ �. .—M.,_ ..........._...�......_. >31-40 10 8Q 10 1V00 86 120 440 140 398 180 823 240 1328 320 1823 400 w .... ._.___...._.........___..__._._,__.___...._..___.........._________. >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 v 123: 210 550 263 wW71 1 315 1 142 368 n 1372 4 473 3 2009 591 . 2492 638 >106-120 313 240 728 ' 300 881 360 1345 420 1587 '. 540 2112 . 640 — — — — _...__. — ..___..____. _ _ �__ ..__.........._. ._ ._.. _.W..____. >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 — _ .._._._.._ ......_._._._._ >141-160 781 320 1186 .400 1 1322 480 1873 1 560 1 1740 640 — — — — — SLAT I__SPAN-1 `NOTE: .,SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE'CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF PRODUCT HEIGHT AT BOTH JAMBS.SEE THIS SHEET FORVx&VyVALUES. Vy SIDE RAIL Vx Vy _... .. BUILDING CODE `�'uJfl�i I1111IJ �/ . _ _. .._ �:/Yisgh�Velocity Hurricane Zone 1�GEN /T�q ozozo nL7Ec0INC. OIauDR.L.fftS DRAWN BY: .' _ _ ImpactPfotecHveRnIDngSystem oe/a/zo�a I No,416 ��" :�—.....— (L. E C O fwa. BATE {. ""�--��y�� TILLIT TESTING'h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. asm Nw.aan.s m wa mauu cuatm,an»lee. 668 S W.WHITMORE DRIVE •20--065 vJ/ ) ,(xe)an-19I PORT ST LUCIE,FL.34984. e II Dlt OooLcom DRAWING H. ' �'4•, STATE OF CA-0008719 PNDH4$60))49 0066 fAY,(A➢)671-OY9O 9 F _ WALTER A null Jr.P.E. r•. •s.'w _ RORIDA Ue./KI67 o.rr �.C••., ORIO �`y�P, SEAL/SIGNATURE/DATE : +mow nY .- sx[Er Ia or 26 'SLAT PERFORMANCE CHART lb 1 .& I0I:(ONLY VALID FOR'U2"SLIP), SLAT PERFORMANCE CHART Rb I & Zlo .(ONLY VALID FOR)ja"SLiP) MAXIMUM SLAT SPAN AND MINIMUM'SEPARATION TO GLASS FOR A GIVEN WOOD GRADE:A.S.D.DESIGN PRESSURE RATING tps.&SLAT. FORA GIVEN MAXIMUMA.S.D:DESIGN PRESSURE RATING(P.s.Q AND.PRODUCT MOUNT FORA GIVEN MAXIMUMA.S.D.DESIGN PRESSURE RATING(P.s.Q AND PRODUCTMOUNT CONDITION FOR. SLIP 118"'AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS WfO STORM BARS PER OETAIL2 BELOW INSTALLATIONS W'O STORM BARS PER DETAIL BELOW W12"j(d".STUDS,AS PERLIMITATIONS.ON DETAIL 1 gHARTt 1 t CHART IC I, ug CuARR RAM �T. CHART Ile I u�u+aeasa,as>It�emaPosnE rs Asnutm SEF"TIONTO ' ... ......,,..��..��. MAX SLAT SPAN rmxm B",OF .. .. : :USEYA1tDalY POSITIVEUSEW701UY l WOOD GRADE DESIGN 'LW1}t.'(ft) .. SLRT In ,... 6f16"fd TAPCONXL'ANCHOR ASA UAD VALUE 6116.OTAPCONXLANCHOR AS.&LOAD VANE ESSU WALL WALD-.M . : _ _ 'RATING W-W M%W W/o STORM BARS .. .. .... (P-8.0 Halts A NT Ig83 MAX. -' }AAX.SLAT SPAN Gm MAX, ..... REQUIRED MAX:SLAT SPAN m G.ASS m SOUTHERN PWE.12(G 0 55).. 60. <:'-5" a'-5' AS.D.. 'LEtA%,'(tt) .ItAkC OF SLAT t DESIGN- .. ..LuAx.'(ft). f rA ...__..-.„.. .,.,._ ..,,... DESIGN 'Bu6D-0�a :.Iwi�-auT' -..�- " PARE ., IXIUGIAS-RR SOUitt(G-046) 60 a. s PRESSi7RE iWNr w/ w/ / - MIN; xG1FNr . W o SIDWA BARS SPRUCE PINE-hRLSBH(G 0.36' _.._.60 �4:-5 4•-5' RATING W/O STORM BARS: / v (P.?•f•) (6EL-NwEsd (SITE Nm®a Noft3 d} .. .. .. (9E Nmesd7 Nmmd N07ts e ' JIf.O+ 10 0 10-0 �t0. 0 _..�7 i/1Ww;_ -SOD• '.._, 8 S _8 3 8 3' S.,.1/e.� Yn .,SSA« 1❑ 0 - 1D0 ,t0 0 ._ _.,,,_...:.,.7 i/2 _. 330«' 7 s 7 9 _. 7 9 s t/e Yn 40A'^' l0•-0 i0•-o to (7 7 1,z 400« 7 7 7 7 7 7 I/!. . 10'-D ID-0 7 t 18,0 7 4 7 1 7 4 5 Y 8 `` I _ _- 10-0 7 3' 7 ,3' S 7/A i •; 1 �; \ L . 10'=O' 71 2' _ 60.D�' 7-3' 7 3- 7-3". .. 5.1 8' 1_li \ f 1 I R•' #' I' �• " o ffA WALL m MOUNT k„ SLAT PERFORMANCE CHART III'1:.(ONLY VALID FOR 112"SUM I t 1 Fp ewLD-our .._._. ......_ 8 3(1 FOR 11 I M41t:,l1PENIN:\WID1H I n o. I ,I,wuwF wa , y.,' t ,o FORA GIVEN MAXIMUM AS D,DESIGN PRESSURE RATING(P.s.Q AND PRODUCT MOUNT CONDITION FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW ... I i:lwjuw ; L; m { {3 CHP RT'IIIb1 CHART IIIcl MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: i Nt`g i .. �. `\, 1/z=FLYWOW Ate & \ a,.\` ,/z PLnaocO u� ...:.. VNJD FOR DxmAS-L1R-Sm(G-a45) Yn (2)2'xt"WTlW 51UlY *m (�2".D•WJCO'SR%D5 NO 41im" ... SOUTFE7dJ PNE{j"2(f#"0.55) (TfP.EACHSIM.BM\V)t fM'.FhW SIDE M0,10) M "POSITIVE SPRJCE PIE-FIR=SITH(0=1136) DETAIL 2(ELEVATION) 5/16"0 TAPCON XL ANCHOR A.U.. LOAD VA.UE VAUD FOR WJ AS-F1R-SOUTH(G�A6) a DETAIL 1(ELEVATION) uAX. MAX SLAT SPAR L4mED OL.SWARADON ' �B2(�) C 'LJNOL' (F) M.(MASS .m «�vwD FOR SOUFTIIRAI Pk 12(�� sp DESIGN� _ W _SLAT Fi" BACO rti�11 WALL evaD-aur ewty-otn _ . HOURf, ti0!Atj w/ MOU13 w/ .. /0 5T0101t-BASS. ,4LAT SPAN DEFlNRION lxz i19ltsa INmsa SEE.NGTg9 a) :SLAT SPAN'DEFINITION _ e . 40.0« NOTES 2'-0 12'-0".....1....�a.,._........,.-..,..... 9 .............'.�.:� �4&0«+ ::.1V-0 2'-6"�� 12'-0" 9' 1. A60VE 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 &S.D. DESIGN PRESSURE.RATING: t:WOOD FRAME.WALL TO BE BUILT'STRICTLY,IN.A000RDANCE'WITH SPECS GIVEN ON DETAIL. AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA,BUILDING CODE. MINIMUM-LENGTH OF- WALL AT EITHER SIDE OF OPENING-SHALL"BE 33". INSTALLATION INTO WOOD FRAME STRUCTURES FLORIDA BUILDING CODE(High;Velocity Hurricane zone) 02020 niiEco wc. �a LLl f>us Daa4 er I •••. lmpactAwtecuveRottJngSystrm: oo/e/iozo E.0 O'tgC, UAW NO.441 ��/" ` ry TILUT TESTINO R ENGINEERING COMPANY, EXPERT SHUTTER SERVICES INC, is I/yJy�yir}y/1 eus w.r.san a tt..sm. cau wmPs,n»Loa see S.W.wxlTuoaE parve. 20-065 amn"-<,waW71-fSTa�F (aoa7a'n-Igll PORT ST LUCiE,rL.S4981 r' e-mtld:llLacaOaPl.com fHWtlL(gPg}.Tag-gagae]r-Wg0 ou"NG Na STATE 0 c - CA-0006719 Q onwma wr w.. ir . WALTER A O I Jr.P,E nc IT-us fymxa a - SWEET 20 0f 26' ; �,�L .� FLORIDAuc. 44167 . ��,P•.,FCOR}D fAL/SIGNATURE/DATE. L.. ''�igffF 71 0Ntp s 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 SLAT SPAN RANGE DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING ar RATING D'to4'"`>,Cb6 >6to >6'toY+>7'bV Yto10';>W`to12'.. _ G U--W to 4-e" .. . 30.0 6° ...._5 30.0 6" 6 6 0 SOUTHERN PINE#2 ao s � SOUTHERN PINE #2 ao 6. ... �6 s 6 6'�. 4 3f4" � ate' _. :.., ._._._. _ ` (G=0.55) 45 6" (G=0.55' 45. .6` 6. 6" 6 :. ..5" 4". ...,3 1f2" 50 ._ s» 50 6" 6" 6-. .„ 6 - 4 3/4" 3 1/2" .. 60 6" 60 a 6" - DOUGLAS-FIR-SOUTH s.,,30.0 6" DOUGLAS-FIR-SOUTH 30.0 6" 6 6 6 s" 6" __ T _. :.(G=0.46) 4D 6" (G=0.46) 40.. _._6" 6 6 5,1/4 5 1/4" 4 1f4- 4" PRUCE PINE-FIR-SOUTH 30,D 6" SPRUCE PINE-FIR-SOUTH s 30.0 6'. 6" s" 6" 6w c=a.3s (G=D.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE o'•-t'* >4-5 >gaa'* >4-12' RATING ... Htl1Nr w E iFWM w E 6"pR{['w MCtA7T w 40UN"w f: uQ.Rii w r uWNr w YIXItR w YONtt w,E NaUNt w E NW/a w Matutt w }+OUttf wE YfMKf W F.. . �g 30.0- ..6. 6» 6» ...6" 6» 6» 6" ,:6„ 6" SOUTHERN PINE #2 40. 6 s 6 6 61, 5 1/4" 5 1/a" 4 1/2' 4 1/2 _-. _. (G=0.55} 45 6 6 6 6 6 6" 6 -6" 5 1/2" 5 1/4 S" 5"_ .. 4"�- .. ...50. 6" -6" 6». .... _6„ 6,. 6., f4" S 1 4'.. 4» 4» --- ...60 6" 61, 6" 6" 6» -6"� 5 3/4 .5.3/4 1 a, 4» 3" DOUGLAS-FIR-SOUTH s 30.0 5 6. 6.1 O" S 6 s (G=0A6) 40 ...6" '. 6" 6" 6" 6'...,_. 6" 5...�/1" 5 112 5 1/2' 5 1/2. 4 1/2 4 .1/2". 4" 4"- - SPRUCE PINE-FIR-SOUTH " 30.0 fi° 6" 6" 6" 6" 6d._ 6 6" 6" 6" -` /4" NOTE; MAX. SPAN FOR SLAT FOR {y(t1)1)II7tH}W FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A GIVEN A.S.D. DESIGN kANL t I(CJ PRESSURE RATING SHALL �o`'�� j/ ���i c2ozo tn'rEEo we �� � oaAWN oY: KQJR EXCEED MAX. SLAT �� •'''`�EP�S '}i us. SPAN INDICATED ON SLAT _ rZ�T rarpact Pro tccdvaXaltlag5�strm oa/0l2020 PERFORMANCE CHARTS ON ,i C •� � O y INC. o`er N0.4418T Tic 7T TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES N SHEET 20. e5ss N.seu sG. cos nA mmw u+ea 663 S.W.WN TNGRE OflNE 2e7 n":{N DTI-"cA.Po.:{]OS eTi•"91" PORT ST.LUGIE,F1.S4es{ 20-065 Lneacaam.cum eflAY NG No STATE OF _arts vHwc;eon rn-sasa,rAw(nt)a7"-evso "' •'' WALTER A TILN Jr.P.. + p , 4 E F ".IQA LPa 44 67 un� SH 21 F ' xtn arc i SEAL/SIGNATURE/DATE LGr, d t EET a 26 s I, ' rrrNrrti�u l t0tttt�`' . " F TABLE 1. MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.Q,&A GIVEN STORM BAR SPACING'(ft)*` DESIGN STORM BAR SPACING (FT) PRESSURE RATING 2' 2.667' 3' 3.5 4' 4.5' 5' 5.5' 6' ' GE .s.f 6.667 30.0 11 0 11'-0' 11 0 11 0" 1 l'-0 11 0" 11 o 11 0 l 1 O'er 11�0"_ THIS REGION IS ONLY VALID FOR INSTALLATIONS _.,_ _.._ _ .... _. 35.0 l l O" 11_-0" i 1 -0" i i -O" 11'-0' i l -0" 11'-0° 11 0 11 0 11 -0"., W/ 1 OR MORE STORM BARS' PER PRODUCT. _ - _ 40:0 1 V -0" 11'=0" 1.1 -0 11' 0" 19'-0" . : 11'-0" , 11'=0' 11 -0" 11 -0" 1 1'-0" T1'-0 11 -0" 11'-0' 11'-U" 11•_0,.._.__..11,"0" 1 1'-0" 11 _0... - 1_0 1. .._.._....._... W_. - 45.0. -0" v._ _ ..:..............._.... - _ 50.0 11 0 11 0' 1 1 0 i 1 0 1 11,-0 1 1 0 y„ 1 1�_O�l -1 1 0 1 1 -0" 11'-0" * THIS REGION IS ONLY VALID FOR INSTALLATIONS _._. _W _.... -- - " " 2 OR MORE STORM BARS PER PRODUCT., ' 55.0 i i 0 i 1 0' 11 0' 11 0 11'-o 11 -0" i 1'-0" 1 i 0 11 -0' 11'-0 • .. w/ .. .__. .... __ _:,m.- - -. .... ...... ........ ..........__ 60.0 .__...... 65.0 11 =0" 11'-0" . 11'-0"., 11'-0" 11'-0" i 1'-0" 1 l'-0.". 11'-0" 70.0 11'-0 i 1'-0" i:I'-0" i 1'-0" 11'-0" 11'-o', 11-0" 11'-0" * 11 -0" * - 75.0 11'-0 _1.1'-0' 11'-0 i l'-0" v l l'-O" l l'-O" 11'-0" 11'-0" 0 11'-0, 11'-0" 1 i'-0" l l'-O" 17'-0" i 1 -0" 11 -0" 10'-10" * - 65.0 11 -0" 11'-O" 11' o' ll O" 11'-0" 11 -o" 11'-0" _ -_.. ...._ ......V.._.:__......_..__. .. - .._..-_. .w.... .90.0 11'-0" 11 -0' 1 l'-O" l l-o" l l'-O" i 1 0" - - - 95.0 1 1 -0" 11 -0' 1 l' 'O" i i'-O" 11'-0" - W W W .. 100.0 i 1 -O" 11._o., t l' O" 11 --0" 1 1'-0" _._105.0 i.1.-0.. i 14.� .. in _ W- -0" 11 -0'' 11'-0" - - - - 110.0 11 -0" 11'-0" 11`-0" 11'-0" 10'-10" - - - - - T - -•---�:.,._.___._:. .....__..ram..._..._ ..._ _._.�.:_._...___� _ 1i5.0 11'-0" 11'-0 11'-0". 11`-0" - - - - - - __.__._._._ .......- _- .. . 120,0 1 1 -0 11 -0" 11'--0" i l'-0" - - - - _ ..._ 125.0 11 -0 11'-0" l l'-0' 10 10" - - - 130.0 11 -o" 11'--0" 11.'-0 - - 135.0 11 -0" 11'-0" 11'-0' - - - - - 140.0 11 -0" 11'.-0„ 11 -0". m. _-� - ___........................................................... 145.0 11'-0" 1l'--0" 10,_11• - 150.0 11 -0" 1'--6" ..... = - - - - - - 155.0 11 -0" 1 1 -0 - - ** MEASURED IN BEiWEEN CENTER LINES OF STORM BARS IN FLORIDA ButtDMC c ODE:(IIigh VoiOctty Hurricane Zone) FEET_OR FROM TIP OF SIDE RAIL TO CENTER OF STORM �• !l( �niy� 02020 mYEco INC. r HAWN BY, �.. EN,p T�' �..,�, Nairtal'Ix� M.P. 7nytactP.ratrctivellollPaj;Ssateul 0e/e/2O2o V IlOC. . . oAre ' N0,4416' �p F=�< nittT}ESTINO&ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. 7d'� s w.,rw,s.vrmux n a„aa '668 5 W WINIMONE DRIVE oasa,,vo.r .I7oa)an-,9x, Poet sr wcle,r Kassa 20-065 STATE � Gnaoe 1<bm PNONG(E00)r49 90aB,rAG(773)871-0990 ORAWIND Nc y o, Or ' a WALTER AL2LITrJr.P.E: - `(U R 113 .t,� : su!/stcNaTuae/uATe iowua u�.t as sear 22 Or 26 Q E. r,4��r/r4�Iiilm%lN"`\`` TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S S(SHEET 9) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f:), SECTION S1-S1'(SHEET 9) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING tR:s.f.)',: . &,STORM BAR SPACING ft &STORM BAR'SPACING ft _ _.. . Pa�t1� STORM BAR SPACING IW(FT) P tmE STORM BAR SPACING"a"(FT) 2' 2.667' 3' 3.6' 4' 4.5' 5' 5.5'..,. 6 6.667, w1IM 2' 2.667' 3' 3.5' 4' 4.5' 5• 5.5' 6" 6.667' 30.0 AB.C,, 'AD CA .._,.8,C.0 AB,C.D AB,C,D _....A,B C 0-,- ALR C,D A,B,CRD w A,B,C,O A,B,C.�w 30.0 B C,O BAt_C,D,,,., A B,C,D R:C,D-- A 8 C,D A B,C,D B C,D AB;C A,B C. A,B C: .._..w_. Ae----- ,.,,.._.�,...,...�..�... m 350 A,B C D„ ,,,;A,BC D,,,,„�A;B C 0,_ A,B.C,D �A:D C D __ABCD A,B;CAD_ A.B.C,q A,B,C,D„µ A B,C.O 35.0 : A.B C 0 A R C D A6,C,Dm -A,6GC,9..,,,. ,,ALB,C Cl ., A;B,C.. A,B,C A,SIC A,Q --,h - 40.0 0.8C0,_..... :'A.BC U' .ABCq AB;C,D ABCD ABCD, ABCD ABGO ABCD,: i0.0 AB C,D ABC,D ABCD A.R.C,D AB,C A,B.CLD _ i48 CLD 0.g C:D D. AB.C.D A.Q"C D A,B,C D 0.B,C D ,A,B C D A,H C,D,- ^A,B C..-.,, i&R ABC D. AB CID A B,C D A B.0 A,B�,C wA O C A A A A 6_0 0 . ..A,B.C,U A-8 C,D :A:O C D _.ABz(:;D' .,,,,ALB CD,. A,B.C.D, A6 C.0 ,A.B.0 D A.8 C:D ._.A,B_C....... B0.0.. A,8 C,-,�D :::Iti8 C D.. AB d D, A;B C ... A,8 4 A A A A.. A _,, C,D 40 C D A BCD _A:B,C p ,A8 C D„-, .-A,,'B�C,D ":A.8,C.0_ .AB.C.� AB.0 AB:C 55.0 A,8 C D,., .,A,B_C,D. ,A 8 C A.8 C.:. A .,. A A A A A e 1 600 A8C0 ABCD R4D A8.0D ABCD A6CD ABC,O AB.G _ ABzC AB.C :: . .., ..t ..._EI.C.0. 6,:1.0 AB,C,D- Ae.0 A.B.0 ,_A B.�. ..A - _ A.. A A - A A AB C .A B:C A.B 650 ABCD A 8 C A.R.0 A A" A A A A A _ 700 ,ALBiC D A,B C '..A B C D L611,C D B C,D A,B,C .A.B,C A B,C _AB, A 70.0 A B�CLD ABtC, „A.B. A A - A - A A _ A - _ 7&0-.. A,EI C D ,CAB CD._ ..,!tiB.CA„-,,,,-,BA�C,D m_LLB:C,D t' A,B.0 � A,B.0 µ.... .4.....� ....� .-.� .ALB A A .._. ..75.0� A,B�C;D_ AB.0 A A A, A.. A A. :..50.0 .... A,B,C,D- - B C.D AB,C D...... BCD AB,C. i.: A,B,C B C A A A .•-.__,,..,._,_ .. „....._ -._.„ w._. ._..G.....,,..,,. -.�A„ss.,.L...... ,,....gym-,,.. .__A✓.B ...__..A .._.. 80.0 AB.0 'AB. A A.�..,...... A A A _ - - 65.0....,. I46,C D :_A,B C D Ah8 C D.�- A.B C,D 0.8,C �A,BLC : A;B A A A '"` mM�m _ - -890 BCA A. A A - A .A� 90:0 A,B,C.D .A,8 C D.. A,BLC D ._ABC : _.AC;Bt _ A A - A A - A. bOb- A B,C A .A A A A - ... - BSA B C,D :..A,B,C,D 'A;B C D -:A,B C_. _AB C _„A�9 A A -A�,. W__._,A,....... - a A e C,.. A A. ,A A._.m. A 1000 .ABCD _ MB.C.D: AB.0 D - _....1 _ .__...._ ......w ...x. - L.._,.W.AWB C ...._0.11 C A A ._...,...._...A A.._..�_ JC 100.0 . 105.0 ABCD C A AO 1050 e 116.0 BCp D AB,C ___ A A A /10.0 A A A A A.B..i0.,.».,. kp& A. A � A ...... A.. A A 11&0 A - ._....,_-. .._ ._.,.... -- ____w_........_.._.._.._....._. .._,...._ .._._ 120A B C D - AB,C ALR.0 ._ A.e A A A. ........A:. .. ....A,. A -.. ...>.._ ...w. _ 145A ABCD • ALB C. ...- B C A A A .. A A A,:. A 130.0 ABCD 0.B,C ABC A A A n' A A A.. 1250 A_,... ,.A A,..,._ .o .. _....,_.. _._A35.0 ...A•D A 8 C - ABC ...A ;A A - A -..:. A _..,A - 130A A„..,... ,-A,._...._A.:_._. .....-..._:_. _._ _ 140.0 :ABCD ..._A P C. AB- A :A _.:..A _.. A._.., A A 1.W 0. A_, A A :....145.0 - iiB.CD .iyBC� - A8 A .. A A 'A A p .._.._.... _...... _.«. _.,. 150.0 _.A8 C D ::.:A 8 C :.:..:....A... ........_A A A ...A A - ...�. YSD.O .. A A7 t7 155.0 -AB.0 0.8 :LA.: :A _A ... ,..A..... .,..m..A ...A _,r..__. --/55 0 A A ....,...,.c.,. ,,.m.:...... -' ,.„.. .__._�..:,.....,.1160A._, B C ABA A �A ._... A A - - - _. � ..---""•--- ANCHORS TYPE LEGEND A 3/Vo CARBON.STEEL KWIK BOLT T2 EXPANSION ANCHOR.W/ 2 1/2'Min. EMBEDMENT*& 5' Min.THICK POURED CONCRETE (f*c - 3000 psi)' B '3/8'ex1 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4' Min. EMBEDMENT*TO POURED CONCRETE (f'c _,3000 psi) & 3/8'm-18 - :MACHINE SCREWS - - C 1/4'nx3/4'ALL POINTS SOLID-SET ANCHORS W/ 7/8'"Min. EMBEOMENT*-TO POURED CONCRETE'(Cc a-3000 psi) & 1/4`0-20. 18-6 STAINLESS STEEL MACHINE i `` 111IIpt�+pf< J SCREWS ` / i4 .TIig urc1BRAN BY. D 5/i6s'ITW/BUILDER TAPCON ANCHORS W/ `.���;• \CAN d��� z6z0 D INC:a BUILDING 1 Velocity FLORIDA LDING CO h, ty.H O LTECG w ' d�� Sic •® 1npaetPruexctfveRoltlog�tem Comm: 2 1/4 Min. EMBEDMENT TO POURED �. CONCREfE.(f'c =•2899 p"si}. -N0.4�1.6.7 '�'' :1Nc• SHUTTER DATE - TILLIT TESTING h ENGINEERING COMPANY .EXPERT SHU T I ER SERVICES INC., ) 7� ays e.w,xu s sxw rm,xaaNx aaawf,a 1SI60 666 SW.WMTWORE DRIVE 20-065 3' PORT ST WUCIE.TL 34954 EMBEDMENT IS.BEYOND ANY FLOOR CEILING FINISH. o ��/ o take ft Icom PEE Baal T e easa,ruu tns)aTraeeo OPAW NC'No / STATE Or" c� wuTER a nup19 P.E .w Down. o�'" F�<7�IHA d3'E.SEAL/SIGNATURE/GATE FLORim o'./4}i 67' , ,:-w nnzm SNEET 23 D<2s w oowno,l o.n m SCHEDULE 1a FLOOR TO CEILING_(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR.MULLIONS.FOR A GIVEN WALL MOUNTING A.S.D.DESIGN:PRESSURE RATING(t3s.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(M MAXIMUM MULLION SPAN(M MULLION DESMu1 ©4`x6"x114'MULLION. G1 4"xB"x114"MULLION G2 4517-xil4'THICK(31$FLANGE)MULLION DE51otN� m=MW ©4•'xXnl 4'MULLION Gt 4"xB"xl14"MULLION- G2 4Fl1WGE)MULLION srAdtm $PAGNO • RATW ORIENTATION®1, ORIENTATION 42 )t ORLWATI071 e1 t#t ORIENTATION a2 U) _ORIENTATION#1 (=,Z)t ORIENTATION/2(Q) (WF•) (ft)• ORIENTATION P.1 ORIENTATION#2(Q)'f ORIENTATION'it' ORIENTATION J2• ) ORIENTATION Q2( END INTII6GR END I INTERIOR END INTERIOR- END ' INTERIOR _END END - INTERIOR -ENO' INTERIOR END .INTERIOR END INTERIOR . END - -.INTERIOR END INTERIOR 30A 20'-0` T-10' B'-8` T-3' 12'-0'. 9'-4' .10'-7 81-0' 12'-6' '9'-8' - T-6' 1T'-6' 30.0 20"-0' T-10'- 9'-8" T-3" 12'-0` 9•-4' 10'-Y .8'-0' 12'-6' 7'-6`- 12'-6' _353�, 20'-0" Y-4' 9'-3" B'-9` 11'-5' e'-8'y 10-0' 7.T12,e B 11 8 it 12'-6 _� D6.0 .20-0` T-4' 9'-3` .8'-9' 11-5' 8 8 10'-0 T-7 12�8 6'-11' �12'-6' 40-0 20'-0' 8'-10' 8'-10' -6'-4'._....._�0�-�.�.�_...._8'.`��..:....._.9F.-Z�._.._..-J'-3' _12'-6" 8'-5" 6'-6' 12'-6: 44D .20'-0" ........... ......_._._______...._�..._ _._._._.._._.__......_..._._..._...._...__.. 4&0 20'-0' B•=6' e'-6' 6'-e' W-6` 7'-1' - 4'-3' � e'-11" 12'-0' T=11' 8'-2- -W-6' 45.0 20'-0' 8'-6' 8•-8` 6•-6` 10'-6` 7'-8' 9'-3' 6•-11' 12'-6' 12'-6' t)OA 20'-0' 6'-2' B'-2` 6'-0`. 9' 11' T-4' 8' 11' 6'-46 '12'-8" T-4' 5'-11" 12'-6' 50.0 20'-0' 6'-2' B'-2' 8'-0' .10'-2' T-4' 8'-IT* 5'-3' 12'-8' S'-11" 12'-6'. 8'-T 6'-3'-- '12'-4• 6'-e" 5'-T 12'-6'- 330.0 20'-0' 6'-11' T-11':- 5 .0' S'-10'. J'-0' 8'-T 4'-10' -If-4- 5'-7' 12•-8' 60A 18'-5' S'-8` T-9' 5'-e' 8'-8' 6'-4' 8'-e' 6'-Y 12•-0' W-4'. 5•-8' .12'-5" 80.0 '18'-5' 5'-9' T-9' S-6 9 e 6-10' 8'-B' 4'-B' 12'-0' 5'-8' -.12'-8" 5'-9 7-9" 5'-4` 8'-4' - 6'-4' 11'-10' 8'-4' -5'-6: 12'-6' p.0 TB'-C 5'-e 7--9' 5-4' 8'-7- 5'^101- e'-5' 4'-8' 11'-10" 5'-6. 12'-6" 70.0 1T-4' 5'-9' 8'-2" 6'-3- 8'-Y 6'=2' 11'-9'- 6'-3' 5'-6 W-6' MO �'17•-4' 5'-9' T-8' 5•-4' 9-V 6'-10' 8'-4' 4•-8' W-9' '5*r6 _ �Af-6' . ._7L0..._ 16'-6, S'-9` - T-r 5'-4' 6'-0' 6'--3"-_ 6'-0' '6'-2` 11'-7' 6'-3' ._ ..- 5'-6 12'-6` 73A 16'Ir ..5,-S, ,-.,Y-7- , 5-4 ,-9-5� •.....6-10 ,:•6.-3 ...•4•-8 it'=7` 5'-6 12•-S• Y-10' 6'-3` 7-10' 6-2' I i-8'. 8'-3' S'-6 12'-4' 80.0 15'-9 5'-9' T-T S'-4" 8•-4' 6'-10' 8'-3 4'-8' 11'-6' 5-6 12'-4' BSO IS'-0' S'-9` T-T 5'-4'- T-9 - e'-3' 7'-9' - 8'-2- 11'-5' 6'-3' 5'-6 12'-3 65.0 15'-0'- 5'-9' --T-T. 5'-4' B'-3"_ __6'-10 -8'-Y 4'-8' I1'-5' 90A 14'-2' -Y-10'.: 7'-T 6'-5" 7'-9' 6'-4` 7•-9' 8'-3` - 11'-5' V-4' 5'-J 12'-3- -9" 14'-2" 5'-10' 7 T _ _5'-5' -9-3' 6'-11' 8'-3' 4'-10` 11'.-5" 5-7 12'-3 951 13'-5'..... 8-10 7-T 5'-6' 7'8' 6'.-S' 7-9' - 8'-4' t P_6-. e-5'. 5'-e 12'-3 .85A 13'-6' .S'-10' .7�-T.- 8'-9` ...9-3" 6'-11'' 8'-3' 4'-11' 11'-5' 5'-& 12--3. 100.0 - -12'-9'.. - 5'-11' - Y-Y 5'-T T-9' 6'-8' -T-9' - :8'-4' 11'-5' 6'-6' S'-9 12'-3. t00A 1T'-9' 6'-it' "T-Y'' 5-T B'-3' 7:-0` B'-2 5'-0 11'-5' 5'-9 12•-3. 1DS0 12'-2' '6'-0' T-7" 5'-7' T-9" 6'-T Y-B' B-5` 11 5' ....6'-T fi'-9 12'-3...__. 109.0 12'.-2" 8'-0' 1'-T 5'-7- S'-3" 7•-t'_ ...._9�.-2'...._..._.`�.�C��_._....>>=.5'..._.__g•'13......_12�.3 .... 110.0 '11t-7" 6'-0' 7•-T 'S'-8' .T-0'... 6'-8' _T-9' 6'-8' 11'-5" 8•_B'. ...5•-10' 12•-3 110.0 il•-7' "6'-0' ],=Y. 5'-8" - 8'-3" T-2' 8' _.......,._, _. .. _..._ -., _.. _ 11A0 11_-__P, 8-1 ,,,,.__7 77 w;S e_,. „7,,_9.a .68 7 8 8 Y. 11-5' - 8-8' 5'-it 2] ,-3 110A11• 1 6.1 7 7 S 0 - - 9-3" 7-Y. B•-3 5'-+t 11'-55'-1Y .12 3. ...._...�.._.._.6--7- .._....... .,.,.._.1..-._.... ....�....__.. . ...._ _.....,__._-_-....... ,..,.,..._ 120.0 70'-8` 6'-i' T-8" 6'.9 T-8• 6'-10` T-9' 6 T 11'-5" -6 10' 6_0' i2'-3 120.0... _ 10'-8' 8'-1.. 7-8" 5 9' - B'-3'. T-3' - 8'-2• 5=5' 11'-5' 6'-V :12-3 _ T-7" 5'-10 -10' 8-9". i l'r5' Y-D' 6'-1 -. 12'-J. 128A - �10'-2' 8'-2' T-T - - 5'-10' .,e'-3' T-P 8•-3` 6'-9' 11'-5` .6'-1` 12'-3 .._. ......_ ..._._.�..... _._. _ ....._. ,,,.,_. 130A B'-10' 6-3... 5'..10' T-8' T-0' T-9•. -6'-9' - I V.6 Y-D' e'-1' 12'-3 1304 9'-10" 6'-3` 7-7" 5-1O'- 9'-3".. ..T-4' 8'-2 6'-9' 11'-5' 't3S.0 '9 5". 6'-4` 7'-7" 5'--11' 7'-10'. .'Tr2' Y.-10' 6'-10'' 11'-5' 'Y-2' 8'-T" - 12'-3 135,0 9'-5" 8'-4` T-T 5-11` 9-a` 7-5 8'-3' B'-14" 1,T-5' fi'-2' 12'-3 7 T-10' T-S T-10' 6'-11" 11'+5. 7'-3' 6'-3` 12'-3 1400 8�-1` 6'-4" T-T 6-0" B-3' 7-8 8'-3' B'-i1' 11'-5' 6'-S' _12'-3.. B'o5' T-6' 6'-D" :.T-9'� ��T-4' T-8' 8'-11' 11'-5` T-4' 6'-3' 12'-3 1450 8'-10`. 8'-5' - T-6' 6'-O' 9'-3` 7•-6' 8'-2' 6'-11' IY-S` 8'-3" 1Z'-J 150.0 7 7'. 8' 1 7 9 7,5 7 B 7„-U' 11 5', 7.5 8 4 12 3 150A 8'-8' 1550.. ..... 8'-3"_ e'-6� , Y 7.' 6 2 7 8 _.7 6 T-9`_ T-1' 11'-5 7 8' 6 5- 12 3 165A 8'-3' '8'-6' 7 7. 6'-2' 6'-7 17-8' 8'.2' ....T-9` :7•-7' ...T-9'- T-2`- 11'-5'- Y-T 8'-e l2'-3. -150A. e'-0 e'-T T=6' 6'-2' 9'-3• - T-9' 8'-2' 7-2' 11'-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 13E EXCEEDED. •f MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT, --END MULLION O I_ I ; INTERIOR MULLION i I - tt\\pUptti 1i11lilt", - FLORIDA BUILDING CODE (high Velocity Hurricane Zone) ......... /�/�i 0 2020 TLTEOG INC. • am" 0ENS �� �c�Il�.l`WHIM wp. MULLION SPACING:"S" *LwpactJxrv&vdvv olliogSysteln Ge/6/2a2G ND.44167 �. .�C iH DATE • r TLWT TESTING h ENGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. - '�1' 668 S.W.WRITMORE.DRIVE •^i'lam Pea:,Imleii-late.F f�a+Mn-Iss. cRhvnN 65 b STATE OF e-moll:WtocoOool.com PORT ST,LDCIE,FL 34084 OUNTNO No $ �� - CA-0005719 PNON[e(600)Tag-o05e,FAG(712)61I 6aea •�I WN,TER A Txur Jr.P.E, art w. �ert.rro.... erR `'y��'• `10RIpP.• �`.p.E. SEAL/SIGNATURE/DATE FLORIN'Uc.A 41 407 cu n-rn even K SKEET 24 OF 26 i CCC i ♦ : - --- - 1j77/`//rN1i11AL'1\1t\ttt 4 I - - - SCHEDULEtb -- - _ - SCHEDULE2b, - FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(111I FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN LFTLFOR-END AND INTERIOR MULLIONS FOR GIVEN A.S.D. A.S:D.DESIGN PRESSURE RATING(D.s.f,).&A IT-O"MAX.MULLION SPACING(B)' DESIGN PRESSURE RATING(P.S.F.I.&A 12'-O"MAX.MULLION SPACING(Fn MAXIMUM MULLION SPAN(Fr) - MAXIMUM MULLION SPAN(FT) c�J 1 D Q 4"x6'x1/45 MULLION Gt 4'x8`xl/4"MULLION 2'4'xTx1/4'THICK(3/8'FIANGE)MULLION D WM ©4"x6'xt14'MULLION Gt 4'x8'x1/4'MULLION G2 4'z7'x1J4'THICK PRESSM SPACING RATIING SPACING. P - RANGE).MULLION RMIND( } ( ORIENTATION d1 ORIENTATION 12 0 ORIENTATION 11 ORIENTATION$2(0 ORIENTATION 11 ORIENTATION#2(o) (P-) ( ORIENTATION#1 44t ORIEf7TAT10N 2(0) ORigNTAT10N 1 ORIENTATION�2( ORffNTARON,2.( ) END I INFERIOR ENO I INTERIOR END INTERIOR END INTERIOR END END INTERIOR ENO I INTERIOR END. INTERIOR END INTERIOR END INFERIOR END INTERIOR '30.0-_ 12-0 71-T 11•-8'. 9-9. 12'.6 12•-8'- '12.0, ,TO 7' 11'-6' ._12'-6' 11'-31 - '12'-6` 30A 12'-0'. 8-9 11 8 9>9- 12'-6' 12'-6' 12'-6• l0'-7 T2'-6' 71-J`... 12'-B^ 30.0' 12'-0' f0'-7' 10•-11' 9' 2 12'-6' 12'-8' - _ 11'-11', 10'-0' 12'-B' 12 6 - 10 4'_,„«,1T'-8'_••., 3'JA 12'-0" 9'-2' 10•-11'. 9'-2 12'-8' 12'-6' f1'-I1' 1O'-0' 12'-8' 10'-4` 12'-B' 100 1212'-6'_ 11'-8' 71-4' 9'-B` 12'-8' 11-10' B-7" 1 T'-8' {OA 12'-0' B•-9' 10'-5' B'-9 12'-8' 11'-8' 11'-4` e 6 12'-8' 8'-T 12'-B' 40 12_O' - B 3 17 1 8'-4 '12 S 1 0'-11' 1 0'<41' 9'-1' 12'-8' it'-2`, 9,.0. 12'-8• 4R0 12'-0` 8.4 10' 7 B-4 12 5 10'-11'..10'-11' 9-1 12'-6' 9'-0' 12'-6. ' ✓>DA '12-0 6'-9' 9'-8' - - 8'-1 12'-0' TO { 10. 7: B'=9' _ 12'-6' 10'-T 8'-6' 12'-8` 80.0 12'-0' 8'-1' 9'-8 8'-1 12'-0' 10'-4" 10'-T 8'-9' 12'-6' 8'-8` 12'-8' 00 12-0' 8'-4' 9'-5" Y-fO' 11'-8' -9-5' 70`-1' «.B'-8' 12'-6' 10'-/' - 8•-Y 12•-6' _ O6A 12•-0' ''T-10' 9'-B'- T-10' 11'-8' 9'-10' 10'-3'- 8.-8" 72'-8' 8'-Y Q40.0-,.. 12 0-� e-0 � -9' 2 T-8 71,-4.._ 9-5' 9 ti '-e'-3' 7 B � 12„•„8 00.0_„_,� ._7.2, '11•-0' 9..1'„ � 12'-8_'-, __,_ 9 S...,_„._ 7 5. y2.6'_.« 0SD 12 D 7 T 8'-1Y T-2' 1T-0 9'-1' 9 0_ 6 0 .'-12 6 _ D..... 12.:..0._. Y-4' 8'-8' e'-17 - 10 9_.._......._8�'9�._._ 1D'.... '..__ 72'-6•- 70.0_�12 '.-11....:._8=.0..._. '.... B'-9�._ .8•-5'-� _.Y-70`_ 12.6 ... 70.0 12'-0' 7'-1' 8' a 8'-8• 10'--6' _8'-5' 9'-3' 7-8' 12'-6• �._-. 8 7 ,«;•• B 17 12 6 70A 1Y-O' _8'-8' 8'-0' 8'-e 10.6' e'-5' B .S. . Y-B" '12'-B' . BOA U12'-O* 6*-Il* 8' 4 8'-5 10-3' 8'-2" 9 0' 7�-5-5' :12'.-8' .B'-4' a'-B" 12-8' 'MA 12'-D' 8 3 B-f D S 10'-J' -.8-2' 9-0 T-5' 12 6� a-9 12 6-e' 8' 2 '' e'-3' '8'-9' T-11" 8 10- T-2' 12'-8' B'-1` 6'-8' 12'-8'-- BOA 12'-0' 8-J EI'-2' 8'-3' 10'-1' T-11`� e'-10' T-2`-6' B'-0' B'-t' 8•.2' T-8' 6'-e' T-0• "12'-5' T-10' G-4' 12'-6` 90.0 .12'-0' 6'-1' 8'-0' 6•-1' a'-11' -Y-8' B'-8' T-0' - 12'-5' B'-4'____ .___.._..._...A -{' T-10' S'-11 8. fd 7 55 9-6' 8 70 12 f 7.5' 6'-2' 12'-_8' 8aA 12-0 5'-11' T-1D 5 11' B'-8' T-e' B' 6`100.0 : 7_13 5 9'. 8'-J' T-0' 8'-J' _G 8 17.9 7 0.. B-0 12.8 iD0.0: 12_0 S-9 7•-9 5•-9 9'-T 7•-4� 8'•S �5- 11 D g-0 12'-8105.0 -0' 7'-7' S'-8' 7'-10` 6'-8' Y-10` 8'-6' 11-6` B'-e' 5'-10' 12'_4' 1030 12'-D' S'-8` 7'-7' 5'-70' iZ'-4' SCHEDULE-lb'.(LIMITED LOAD:MULLION SPACING-&SPAN INSTALLATIONF. SCHEDULE'2b.:(L)MITED LOAD,MULLION SPACING 8 SPAN INSTALLATION) FLOOR TO CEILING MIAPPEO)MOUNTED MAX.SPAN(it)FOR END&INTERIOR MULLIONS FOR-A WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A GIVEN- - GIVEN AS.D.DESIGN PRESSURE(o s.LI.AND FOR 12'0"(CASE IT&8'-0".,(CASES IS&11)MAX.MULLION ,A.S.D.DESIGN PRESSURE RATING(D.s.L)AND FOR 12-0"fCASE 1)&8'-0'iCASE II)MAX. " SPACING(NI•. - MULLION SPACING MV MAXIMUM MULLION SPAN (FI) MAXIMUM MULLION SPAN (FT) Yhx. G}4'x5x1/4'THICK G1 4'z8'x1/4'THICK G3 YxTxt14'THIGK Awgpx', G 4'zGx1WTHICK . 4'x0'x1/4'THICK G3 TxFxt14'THICK C '0L 1 MULLION MULLION r (i9'RAW-MULLION DEMON MULLION MULLION FtANa.MULLION ._.�_. ..... SPxCtND Axx1 11 IX mim(^wwf rw(1 own," it mIIDR Rim/..1•+LVI!<igV 11 CkDw0N f PRESSIARMSPAOtlxi N 11[RL)OAIi:N/'WATADN�t OMWAm((1 md(BEiTOFt woo It mN oWN f; RATNO FIM. RATING Q#t mt Q#t 44t (0)t fit (0)t END (r.}a tit (0)t W. W (0)t I=�t Ot 'END' '. INTERIOR. END . :INTMOR` INTERIOR. END INTERIOR- I ._,«,. >MULLION END INTERIOR END. :INTERIOR INTERIOR END INTERIOR .....I f 30.0._ :IT-O' - .12'-6" 12'-6`. 12'_6` 12 6 11•_D•. .30A 12'0 12'-e' 12:6 -1T -6 _ 12 a 11'-0' """"'w' ""'"" - _._,. «_ ="- t _30A 12-0 _, 1T_-8,. 12 6 it 11 /2 8 li D 404 12 0 - 12-6' I1ZE• 11..4 12 _.W..-.._......,._ 400 11 0'� --„ 12-8-,,,,_ 17'9 - 11-4: 12 8 „_11'-0',_, �n I"-^^. 440 12 0 12'-5' 10 i t 70 17 72 D 11 0'• CA';E 1 16.0 12 0' 12'.-5_,_10' 11 10 11 L2 «8; 11'-0' z I •I CASE Y ----"'-- - --- aoo tz o' 72 0__ 1o_4T'to'-7 is'-e' - tr-0' _ __;,INTERIOR 80.0_- t2 0 - 12-01_ 70 a 10 r«.. ..z_.. t1,o; MULLION eau _iz o 11 s B 10 to'-3' 12-s ti'-o` _.- .« •..,._�I - 80A 12-D -- 17•_4• 9•-6 9,?.1 .iZ ..««, «8. _..-._. 11 0' ..._... 1 ' - 0 `- OO.a 12 0 -11 2-6 17 e'0 9-0' 9-0' 8 0, 9-0 9 ...« 30A 8_0- 11 6 12 fi I 6 12 6' _ it-0 - ^} ) }.,..._y ..,.,,C___.�y._.._, �3A0 8-0 -9.0.... 8 0- �, 9 0 9 0 _ V.30.0 B tl_ 12-8 72„6 12 6' ,..,. 17-0 •. _............0.._. {tlA a o- ,. 1z a iz 6 12'-s 12 s n 0„__; MULLION SPACING:"S" -ISO e'-D ""` 9' 0 4S0 8'-0' - 72 8' 1T.8 IV-a* 12'-8' _ 1('_0• _„..,.._..-..... ._.....-«..__._. .._.....__.....................W_..._ �. tASEL - - - _._._ «.««_ 500 8 '0 it'-0' ._....,..._ _..- _.W.«.......__. ....-.�._ «_...«.,..«..__«_ .,...«. _.,..._,.. { ........__ .... ...._......,-,,. ,........_..._«. DBA. 8•_D' B•_D_„__ -.tsaD. a-0 12«6__ 12 s fYwe l2'6 11 0' 'MAXIMUM MULLION SPACING.SHALLBESUCH _._ THAT MAX.ALLOWABLE SLAT SPAN FOR THAT ebo _eT0 9 D« 9.-0 _ _ aoo a 4._. 9-0" s'-a' s'-o: a-D', 9-0'. DESIGNLOApSHALLNOTBEEXCEEDEp, �0 a o s o_ a o a o ao a-o• a'D 9'-o e o - 9 0 _. t MULLION ORIENTATION IS AS SEEN FROM THE _f ?;w. <:e o 9'-0' s-0 8'-0' 40.0 a o' e-0 - :-- OUTSIDE(EXTERIOR)OFPROOUCT.: :,.. _, .,_a' o_•- yy -e'-o'. 9-a'. . e o 9-0 :.......... ......... ._«_.. - 00.D e' 0 9-0' 9 D' 9 0 :D-0_. 9•-DJ. W-i _.�... _.-___. ...., _.... B-0' 8=0' B 0 B-0 - 0 8.4 .., i(10.0 8'-D' - - 9'-0• 9'-0' 9'-0' 116A' a D 9 0 - 9-0 e 0 9-0 9 .0 -._70M" s D e-0. 8 D 9_0 9 0._ D 0 \\`l�U,1111f11f�jf�1 ' BUILDING CO (High Velocitycane ton B 0 9-0 9 0 B.0-.. `���P�,• �1i1........• J,�iy� O 2020 TR1CO0 INC. FLORIDADAR/T r'D �'y Ur<1 DRAWN BY:e) L OA B-0` _.,... 9.0 _9 0 : 8.8 - 9 0 .17�1[ I.LS $ Y.P. j e o" -9 0 ems's a-3 9-0 /► O IlmpwetPro,:ectlroAalling)sterD oa/a/zozo9 0 T' 7-9 9-0 8 0 i -'-fl� •'- DATE am B o 9 D - etl ` � No.4418 EXP SHUTTER SERVI^ 5 INC^ - - ,. . vERT E00.0 B-0' - - 9'-0' 7'-3 • 7'-0 • 9'-0' - 9'-0•. µaoNA dnmrs,n 0"' 668 S.W.WHITMORE DRIVE . ?(C /� N,d DOOM i trio or...pmM�+-uJI 20-065- 'NOTE:USE V-O'IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, -v: *l70 �Y2.G' a n,0u:i�aee LOom PORT ST.LULTE.FL 34'84 DRAWING No 6]Et N.s. WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 ON SHEET 10A. �'• $7FtTE `�+ 01-000e719 PMGRE: aao 719-2059,FAA,(77x an-0aco ... ... i O'•, F WAL7ER A RLLD J.P.E. nr,w onwnar w+T acaiermu ... •.•��RID� ��< RORIDA Na 44167 SEAL/SIGNATURE/DATE 1 , m n-�� Ru+�e t 6Ntxi 23 OF 26 i a .gRR}Rf/HI1111111t1i S 4 SCHEDULE1c SCHEDULE2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING. MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS.FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D: A:S.D.DESIGN PRESSURE RATING(R.s.Q) 81 A T-0"MAX.MULLION DESIGN PRESSURE RATING(P,&F.),& AND 7'-O"MAX.MULLION SPACING SPACING(ft)• (FT) MAXIMUM MULLION SPAN(FT)' MAXIMUM MULLION SPAN(M I ©45 8 k1l4"MULLION Gt 4"x8"x114"MULLION @ 45 Txt/4'THICK(3B'FLANGE)MULLION kwum ARE MAXNM ©4`xBSdf4".MULLION Gt 4"xB'x114"MULLION G2 4WI AW THICK, RAT9W + .. .... .. ... RATWO SPACMG .. .. RANGE)MULLION (Ad.) ( .ORIENTATION/1 1-4 ORIENTATION 2( ) .ORIENTATION 1 OR9MA710N$Z(Q) ORIENTATON 1- ).. ORIENTATION/2 Q) (P f.). (It) ORIENTAl10N fit. ORIENTATION 2(Q) .ORIEMATION�1 ORIENTATION tt2.( ) ORIENTATION_�2(Q T ' 700 I"INTERIOR - END INIERIOR -'END INTERIOR END INTERIOR END END,- INTERIOR END. :INTERIOR END INTERIOR END INTERIOR- END I INTERIOR END - INTERIOR 30.0 .Y-O' --12'-6:. : 12'-8: 12'-8' 12'.B'� -tY=6• 12'.-b2 72'-66- 12 6'_ 12',6'_.„._: 12-8' _V12_6 m,.)(T,p 7 0_ 12_.6 12'-0* 12'-6' 12'-6',__ 12'_B`, 12'-8'__, 1T'-8' 12'-6' T2'-6' 12'-6' �.__. 3&0. .7'-0' 12'-6' 1Y-8 12'-8 12'-6' 12'-6' 12'-6' 12'-6' 12 6` 12 6 -12'-6" 12'-6' .. _$p p__-_...7�0 12 6 12'-6" 72'-6' 1T'n6` .72 6 12'-6-6' 12'-8� 1Y-8, _12'-6' 12'-6' w. 4A0; Y-0' 12 8': 12-B' 2' 8 12'.-6 12..6 12;6;„ 12'-6'-.,:12 6- 12'-6' - 12..fi- 72'-6'.,. - 40.0 : 7'z0;, 12 -8 12.8 12'-8' 12'-6' 12L..8 72- - 12 8� 12'-6' 12'-6` 12'-6- ...... ......_.....,........._. ....... .. ......_ .. 46.0 T-0' 12-B'�,1Z 0 _. ,1T fi. 12 6 12'-6' 12'-6" 12-.6' 12'-6'- - 12'-6' 12' 6- ..1Y-6' -T-O' 12•-6• 12 0 1Y_8• 12'-6` 12•-e• 12•-8• 12•_8' 12•_8• 12'-B' W-8' 12 6 11 J tY_6 ._. 12'-8' 12'-6' 12-6� 12'-6' 12'-6' 12'-8"-- 12'-6` _12'-6- _SO,p' 7'-0- - 12'-6 I,l',-7� 12 8... 12-6'... 12'-6'. 12'.6 � 12'-fi' 12'-8' 12'-8' 12-3' 12'-6' .12'-8' - 12'-6' 12'-6- 12'-6' .. _;; ,p; _,_„7,,; 12_-_6' 12'-3_ 12'-6' 12'-8' - 12 6 12 8' . 60.0 7 0' 12'-6' 10'-11' 1 Y-6" 12'-8' 12'+6' f 1'-11' 12'-6' 2'-8'i '12'-8' ,__ 12'-8' 12'-6' ,,,,_40,p.... 7._D'_,. .12 8'T f 0'-i l' 12 6 12 $ t Y-8'� i t'-11' 12'=6 -12'-6' 12'-8' 12 6 ._...�..._.._ :. ........_ ...... MO -7-O' _ -12'-8'. IW-8- 1Y-1' 12"-6- fY=6' I1'-7' 12'-8' 12'-6' - 12'-6' W B 12'-5 e5.9 � T-0' 12'-6'. 10'-8' -12 1- 12'-6' 12'-8' 11'-7' 12'-6- 12'-6' 12'-6'.. .. _ ._._ _.... . _. ..�._ .,.�_.__. _ 70.0 7-0' „12'-8' 10'-5'� 11'-6" ;1V', '12'-6' 11'-3' 12'-8G' 12 6. 12'-8 12-6` 72'-6. _,,,]g q,�.,.,,7__�.0' �12. e' IO'-5' 71'-6' - 12'-6' 12'-6` � -77'-3v, _72'-8'.- 12'-8' .t2'-8'. 12..8 i? 1 . 10 2 u._10'„11'_ „1?'-8 -12,b _...11_.D 11 1t, 12 B .,12.6.. 12' 8 12....6-.. _-jp,p,:,.. ,�'-0' 12_7., 10.-2 10'-11' 12-e' 12-8 11' 0 .11 11 .12'-B' �12�-6'. 12-6'.�. 80.0 T-O: 11-8` 9.1F 10'-6 „12--412'-e' J. 12'-B" 11'-il 12'-6' _-. T-0-0` 11'-8' 9'-it' 70'-6' 12'=4` 12'-6' 10'-10' it'-5' 12',�8`. it 11` 12'-6' 65.0- '-T-0" 11'-D" 9 9 10'-2' 1T'-/' 12'-6' 10'-T 11'-0' 12'-6' 12'-6' 11'-4' 12'-6„_ T-O' 11'-0' 9'-B' 10'-2' ,12'-1' 1Y-6'. 10'-J` 11'-0' 12'-6' 11'-4' ' 90.00 7 0._., 10�-T 9 7 9'-f0` 111.-10" 12'-5' 10'-5' 10'-6'. 12'�t3,4 12'-2" 10'-10' 12'-6' ..,_pp,0.. T-0' 10'-T 9'-Y' -9-10'w_,11,;;,_10 72'-5' 10'-S' 10'-8' 72'-8` 10'-10` 12 6' �._...._._,,..�_..�r.. ._.-.�_ _ _....... ...___.._.._.. �,.____. 95.0 7'-0' 10'-2' 9'-5' 9'-BY 1L-7 11'-IT- 10•-2` 10'-4' 12 B' 11-9' 10'r5' 12'-8'_, .pp p___ T-0' 10 2 9'-5' 9'-8' 11 7 I1'-11' 10'-2- 10'-4' 12'-6' 10'=5' - 12 8 100.0 T-0' 9'-f0' 9'-3' 9' 3' 1fA-5' 11'-6` ....._�,1 V-s*'. _ 10�-?' t 2.-6_._. ....1p0.Q 7 �� 9-18_:_9._-3_._ 0'-3'. 1f,_5• 11'_6" '10'-0•--10'_1:. IV-a' 10,_1' 12•-6• ____�.-.,.. 106A T-0' 9 83� 9-i'- 9' 1 11 J 11 2 9,10„ 8_10 12.6,,,.,; it 1 ,9 a i2'-6' 7 0 9., 8,� 9 1 _ 9'-1' it 3' .11 2 9'-10 9 10'. 12'-6' 9'-B' 12-6' � _,_._ _lp.$.0 .1., 10 10„ 9._8., :9 7 _ iZ 8 10 8'.. _..._ 9._ 5_ j2_.B,.,,,. limp- 7 O 8_3,;_ .8 11 ,_, 8'-10' iI.:i -10 10 8'-0 9.T 12'-8_ 9'-5' 12'-6' 116.0 T-0` 9'-0' 8.10 B 7 -10.11 TO_Y. 9-Y 9.5' -12'-6' -- - 10 5 e'-1' 12'-6' 1.160 _ 7�-D' 9'-0' 8 10' 8 T f0'-11' -10'-J' 9'-7 9.S 12 6 9 1' 12-0' 10'-3' - 9'-5' ..9'-3' 12'-8' 10'-Y 9'-I O' 12'-B /20.0 T-0' 8'-9' 8'--8' 8 5 10'-9' 10 3 9'-5 a-3:. 12'-6' - 9 10' 12 6 �..:: .._ e. ..._ _ _ ixs0 7 0 8 8 _8 7 8'-2: f0'-T 10'-0' 9-4� �9'-1'. 12 88 9'-11' 8'-712'-6-_, „] 7 0 B 8' 8'-T 8 2-� e70 7 .10 0 �B'-4 : 9-i' IY-6' 1-7'� 12 6 13M T-0' 8'-4 B'-5' 8-0 10'-6-, _8_9' 9�2"_ 8'-1T.__12 ,6 9-9 8'-5 _72_6., ._tlpp 7.0 _8,,.4� 8'-5' B'-0' 10'-6' 9-8 9 Y 8'-11' 12'-6' -B'-5' -12-6'�" 135.0_ 7'-0' -8 2" B 4 7'-9 f0'-4 9 7. 9'-1� 6 9:,..... 12 B'.... ......._9�-6�__._.,....._ .._8'-2 72 5...... ,�jyp,p T,-O' B'-2; 8'-4', 7'-9` 10'-4' 8 7. 9-1 8-9 12-_0' 8'-2_ 12'-8' 140A T-07_,80' 8-3' 7-7 10 1' Is- 9'-4'y.w 9'-0' _,8 7„-_ 12„6_, 9 4.... - __.8.,0 ,W 12 6' ��}g,p_,_, T-0' 8 0' 8 3 7-7 10'-3' 9 4 9'-0 B'-7 12_8 8 0" 12-6'� ..146.0. T.-O' 7 10 _ _._8 ? T''5�___,...9�.-9.... 8 2 61,101. ._ 9:..8, 12._8.. 9-2', 71 10 .12,B' _t40W_ -7''-0'_ _7-I0. ..8 2........._ 7� 5..w 10'-t' W 9 2 8_'-10 B.6 12 6 7 10 12'-6' . 160.0 T-0` .7 8 8..1 q,742 9'-5" 9'-O' 8'-9' B-...--4' .12'-8".. B'-71' 7'-8' 12'-6' ._1 0.. +.^7�-P'_._.._.1'-8' 8'-1' -..]'-4�_..._70'-0',-. _e'-0` 9'-9_,_, B'-4' 72'-e' Y.8 12'-8' 166.0�' T.O 7 B - B 0 7 2 9 2 8'-10 8'-6' 8 3 12'-6' B'-9' T-8 ...12'-6' 166,0 T T-6 8, 0° 7 2 9, 10 ..8.10 B'-$ - B'-3 12-5' 7 6 12 6 iBOA:. 7-0 W 7,�„ .:...m7-i f.....,'-0,..-........8'-10'. B'-8" 8'-0" g'-1', 12'-2' g'-B' 7,_5� _. 12,-6, 180.0 _Q _..... _.._... .... _..... .._.. _ �.i-,-ice W_. T-11" 7-0' ..9'-9-.. 8'-B' 8'-7" 8'=1 .12'-2` T-5' 12'-8" MAXIMUM MULL16N SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D_DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. 1.. t END MULLION I 3 I I : y I INTERIOR MULLION sm III 1j11lllltjej)(� FLORIDA BUILDING CODB.Bigh Velocity Huai PDWN 0Y 02020 TILTECO INC. .. 1vad tfidsr N.P. MULLION SPACING:I'S" i L G C A fmpaMProt6cBveRoOlrtgSYstem oe/e/T6xe. No.4416f �=_ ��`' EXPERT SHUTTER SERVICES INC. DATE TILUT,TESTINC k ENGINEERINO COMPANY 'LO OG.S 7�' Tk' 7'i' mae Ar.apn.st.;a..an,w.wM cwoaa,R�a1ae 668 5 W WHITMORE ORWE ' Gs' z2c� Rw,f>5m7-ISW.! (mnn-tsat PORT LUCIE FL34984 DRAWINC'No STATE OF ��y� _wI:tit a..V..I rNoxn(ea 14 aoae rnz,bT:1 e71 ac9o n/ CA-0000719 %,�.t•'.rIQ RlDl'` �� -'�"' - WALTEFI A TtWT Jr.P.E. o,aaenm,I att ar w. tmna:' arc :, \:\�*E. SEAT./SIGNATURE/DATE T1,ORIDA ll¢6 44187 �tw m R-tu Is/Mm � SHEET 26 OF 26 i .. '/JJrJl/�T1111111N111`\` 3,