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Home My WebLink AboutProduct Approval 6/22/2021 Florida Building Code Online BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications (X Contact Us BCIS Site Map j Links I Search 111 Product Approval W 'USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail. $ « Jill. I FL# FL17079-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772)871-1915 Ext 106 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 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer k:;. 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 u, Validation Checklist-Hardcopy Received Certificate of Independence FL17079 R3 COI COI Drwo 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://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe73HyznPQDtyFJL3203aftPnYLzgCVPr2w%3d%3d 1/2 6/2212021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted .08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 17079.1 Nautilus Impact Protective Rolling Extruded aluminum Nautilus Impact Protective Rolling System System Limits of Use Installation Instructions" Approved for use in HVHZ:Yes FL17079 R3 II Expert.Shutter PED Drwg 20-065.Ddf 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 Drwg 20-065.Ddf 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. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 - The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 area licensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: ® ECh4ets ae Ccetttt Car https:/ffloddabuilding.org/pr/pr 1pp_dtl.aspx?param=wGEVXQWtDgv2aBQpHpQQe73HyznPQDtyFJL3203aftPnYLzgCVPr2w%3d%3d 2/2 _GENERAL NOTES: 9.ANCHORS REQUIRED FOR STORM BATES CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. a` 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 HIGH VELOCITY HURRICANE ZONES.DESIGN WIND LOADS SHALL BE DETERMINED AS --318.0 KWIK BOLT TZ MANUFACTURED DY HILTI, INC. PER SECTION 16M OF THE ABOVE MENTIONED CODE,USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) -5/18'0 TAPCON MANUFACTURED BY ITW BUILDEX. INC ' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1OAA I IA, 12A 13A,,AND 15 THRU 26. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED 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 EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. BE FIRST REDUCED TO A.S.D.DE51GN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE EMBEDMENT 0 1100%W/MAX. (A.S,D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS ION 11A, 12A, 13A AND 15 THRU 26. GROUT FILLED.OR ' ANCHOR SPACING(9 100R EDGE DISTANCE 0 100% 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"0x1 1/4'CALK-IN 3 3/4- 4 1/2' 1 1/4'(3000 pal] , NOT ALLOWED ' 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M0I 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.2018. 3/8"0 KWIK BOLT TZ 9" 4" 2 1/2"(3000 psi) NOT ALLOWED THIS PRODUCT'S ADEQUACY FOR IMPACT AND\VINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 5/16"0 TAPCON XL 3 3/4 3 1/8" 2 1/4 (2809 psi) NOT ALLOWED 1626 OF THE ABOVE MENTIONED CODE AS PER AMERIC.AN TEST LAB OF SOUTH FLORIDA. REPORT# 1030.01-08 AS PER TAS-201,TS-202 AND TAS-203 PROTOCOLS. 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, 1CA, 11. I ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. 1IA. 12, 12A, 13& 13A. 4.ALL SCREWS(EXCEPT END RETENTION SCREW Q)TO-BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI,INC. STRENGTH AND 90 k.1 TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. -HUS-H SCREW ANCHOR MANUFACTURED BY HIED, INC. - - ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING CODE -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. SECTION 2411.3.3A. 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 ks!MINIMUM SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH, EMBEDMENT 0 100% GROUT FILLED OR 6. THIS PRODUCT BEARS U.S. PATENTS#6,095,225 AND#7,409,980. ANCHOR SPACING 0 1007 EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK .BE AS FOLLOWS: _ 1/ 0 h•WNK BOLT TZ 27' 9' 4 3/4"(3000 psi) NOT ALLOWED 7. ANCHORS TO WALL FORD SIDE RAIL SHALL /2-0 KWIK BOLT TZ 22 7/2" 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN.3000 p,s,i.COMPRESSIVE STRENGTH. 3/8'0 KWIK BOLT TZ 6' 4 3/8- 2."(3000 PSI) NOT ALLOWED 3/8.0 HUS-H SCREW 4" 5' 2"(3000 PSI) NOT ALLOWED -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW 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 MILS-H SCREW OR WERE BOLT 6" 6" 3"(3000 PSI) NOT ALLOWED , 5/8.0 INS-H SCREW OR WEDGE BDLT 7 1/2- 7 1/2- 2 1/2"(3000 PSI) NOT ALLOWED A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE- 2 1/4 FOR 5/16"0 TAPCON XL ANCHORS&2 1/2'FOR 3/8"0 KWIK BOLT 3 ANCHORS 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH RFVAIN IN CONTINUOUS CONTACT WITH THE NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND.SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE 4"FOR 5/16.0 TAPCON XL ANCHORS&5'FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ATTACHED TO INSURE PROPER ANCHORAGE THIS PRODUCT SHALL DULY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME ANY FINISH MATERIAL. BUILDINGS. A.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 13,T14IS PRODUCT'S INSTALLATION SHALL COMPLY W7TH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING SUCH PANELS. REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL ASTM C-90 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY rfW BUILDEX, INC. 15.(a)THIS P.E.O. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. B.I) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT NSHALL BE 2 O EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS•PART OF THE REQUIRED EMBEDMENT, CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION 8.2) MINIMUM EDGE DISTANCE(ED.) OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MENDS. EL3) 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 (C)TO EXISTING WOOD FRAME Is SPRUCE PINE-FIR-SOUTH (G-0,36}, DOUGLAS-FIR-SOUTH (G-0.46) OR OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC SOUTHERN PINE D RA E m 0DIN MIN. DRAWINGS.FOR REVIEW. -5 SOU ERN PI XL ANCHORS,AS 5 MIN. BY ITN BUEtDIX,INC. (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 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. 1700.9.3 OF FLORIDA BUILDING CODE NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ONE LABEL SHAH.BE PLACED FOR EVERY OPENING. LABEIJNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE C 2) BMINIMUM EDGE DISTANCE EYOND ANY FINISH MATERIAL.)OF TAPCON XL ANCHORS, INTO WOOD SHALL BE 2 1/4'. EDGE DISTANCE IS `\\\\\\� RtA'IT/AAt//O, FLORIDA BUILDING.CODE (High Velocity Hurricane.Z0n0) C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS DE FOUND ON • ✓ LTEcO INC. �,_y Da`WN 6r• THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND NSF, • �,. N LLL ,s u" c 2020 n SUCH PANELS. .�` ��. .... .. _. _ au u _ • Al = ctPtotecdveRoNin tem 0ej3/2020 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S ND• 4S4 ®INC• mfu3 g.Sys MANUFACTURER. �'fl - -�- .. 'TI T TESTING h ENGIREERINO COMPANY EXPERT SHUTTER SERVICES INC. DATE, Sj /� eaa+LIlA.x.-h s1.,-.ve t cuan+s,A.aa:se 668 S.W.WHITMORE DRIVE 20-065 .. .. Z -: 7E OF i n.:faRJOP'ssi,ra.:L_IDr+-6' PORT ST.LUCIE,TL 34984 THIS DRAWING SHAM ONLY BE USED TO ��{ •.<L 14P 4 `�� ma1GD00 6®19L�am PxaxE (aae)Tx9-9030,raz pre)art oevD ORAWNG No OBTAIN PERMITS IN THE STATE OF FLORIDA 'qi,s r WALTER A TRAIT J,P.E. o< .. ... •.:,+� FLORIDAUe. 441fi'/ SHEET 1 Or26 �1;pL$`\\Sh1�l. SIGNATURE/DATE _. #4 #5 #6 #5 e#BB �#9 1,723' A ,S. oS• .atnoWr,v}tiu a°` earFoeo ...zn1x �� auo; ° •>oa,co%sAsmva r ery . .' #1 #2 #3 aru ass �'a2c (`.• ( >�e xaso A91 r �+ TVPJ aA1 ILA !.. AIRIiTRII1111U1ll f o- I �IUI�IIAUUgWt4WUtU1tN g"•Bap' r S YfA:2ER . 1 ) ssa. } TRussNEADr<ssaLoaErNREADN r saPEY IsnaJHtxIFADAe1N fADnnB 'I a,.m'., Pa.1ap' •,az2sn. ax.asa• Rz.ase•» _ R,�'t3' .R1.497•. P1.69n:. IRtA16' e .,. - u*i -- .. OPTION tl2 'IWA5NER1.. s = A r " f' -pELO osp• �OPTION#1tMONOLttHIC}� + SCREwsPEcs n2 —(" (TYP)' Yiss9+- - 410Hf 3TA0HESSSim SCREW ' I '1 r i t,il• .-7'.cu,• tl J'`s-aY! {�'......... j ' (i., CHROMEDfREE \ •..,,.b • ,> COATE1D9Y&W8M1dAO S'•6SVrFERD IL O ANTI s n az O N . __ BY TMLLC a9 1B1 WFY .I 6u D£f9 : ..703• -:Tn1' 1-.Tnt• fit;-' / •) a ®1,STARTER SLAT - l�A SIATS npr. . (B�BASE SLAT _. _. _..ew•_..._ __ __� I iuv 6061T6 ALUIBtMJPLLOY BOOJTB ALUMINUM ALLOY 'sb SCALE I 1'X- 8S-TSALUM-ALUMINUM ALLOY Py-x/.S ira,lmuy DETAIL•0 - f25• 8 6CAI.E:,fC'•1' SCALE 77 mot' S ..t se ,Nis F' ACETAL BUSHING sxs ? - aaao _^..._. ( E2 BUILD-0UTTUBE ;USE"OPTIONSg1AND92) 6.000 __.._.. 1'z8 •. , .,na'- 1 ...i 4 I .. .:. .. .. B� SCALE t?AI A1L0 - Loco-._ ..__..:n DENsrm/{ptrn' 1 Y TENS4EM000U.M3T7kd - TENSIESTRESSATYIELo-piSS _ t ac°) kel FLE%URALMODUWS'D S: !A x.®-,'-.1.280,..�:..»...._:2.a2a ti:a � � � � ... � � DNOTCfffDT91�T,�SSkM✓_ xO aTp L RETAINING SYSTEM:.SCREW+BUSHING C E BUILD-0UTTUBE E1 BUILD OUT TUBE (REQ'D.AT EVERY SLAT) O„SIDE RAIL•* 8083"T8ALUIBNUMPLIOY VA3.TOALUMINUMALI.OY 6p817U ALUMINUMAlOV SCALE 77.A SCALE:17+7' �,1,.,7. E3 BUILD-0OUT 6083-TBAUMONUMALLCY-_- *MUST BE REVIEWED BY PRODUCE MANUFACIURER SCAMIrl.J• TD ALLOW FOR A MINIMUM 0.050•CLEARANCE E- ,,.--.aoc0'. °`..-. _ ... 'e.a0o' I---- ._::e.000•-,.__ - BETWEEN SCROIV HEAD AND CAWIY WALL AT NON r- .. , ...�i.apo•. HURRICANE POSITIONS. .: ......... ._ ._. !_.:..„.zA00'--. 2000.� :,--x.000' 2cap ...:._� g I—=""-•a.n v----- : E OH 114'0x3f4•ITWIBUILDEX TEK SCREW .26U' ... .. BON STEEL. .250' j :! i ..�; - ....zyp• 7�6it N. 2S°� 8U) OI 5f16onwiBUILDEXTAPCONXLANCHOR 5 d CARBON STEEL SCALE III'-I' UJ 318'OHILTI.INC.KN7KBOLT3ANCHOR OK STORM BAR. © #x7"'T'MULLION G3 Tx7 T MULLION CAMONSTEEL e06146ALUMINUMALLOY OF TRAPPEDANGLE © 4'k6 MULLION G1 4"x6 MULLION scALE 7.+ �7?'7` 8061-TOALUKNUMALLOY 6081•T6ALUMINUMALLOY `8081•TB ALUMINUMALLOY 8081:SCALUMINUMALLOY SCALE:37-1• SCALE:O/B'+7' 8D83•T6 ALUMINUM ALLOY (fr{if �.•r'� -'' Ox020 TILTECO INC. FLORIDA BUILDING ��pClhl HUf710RAWN BYRE) ' fiCAlE:il.T SULLE:MB'.1' 6GLE:318'.7' A . ;Ilk �`,••• \V GrV TILLIT TESTING Q ENOINEEORI`NO'CONPANY IJvpact PmtectiTx RO!llag SysleID pg O TE xp A� n+�.•(ammT,-aw. •IsaslaT_a,. EXPERT SHUTTER SERVICES INC. 20-065 p S COMPONENTS /1_ N „I r No.441 eas a.r.aeu. F.z a)SM rt sT1a 688 S.W.WHITYORE DRIVE V O P O E S *• •1i- l� o- 71:tata o"l.cam p PORT ST.LUCIE FL 3{ { DRAWING No p PN •(600)749-9056 FAx (TT2)871-OY20 STATE OF cA 0008719 .. Z'Q• .. WAITER 0.T(WT Jr.P.E. . a,w Pcaenrw one ,!�'• F' .42i.�SEAL/SIGNATORE/DATE FLOP) Ua.9 4167 , an,n-2u nnm a � SHEET 2 OF 28 Ss,.66....,..•N� �r'rrN 0` 01.1 I p, 12. 0,21�� 4,, t© 1 SIDE/END CAP (CAST ALUM. OR EXTRUDED) 19 2 HOUSING. (BACK & TOP) .040" THICK 14 © 3 HOUSING (FRONT & BOTTOM) .040" THICK 's .., .. 4 SPRING BRACKET ti 5 SPRING ASSEMBLY .. 6. 60 MM OCTAGONAL AXLE ° SIDE RAIL MAIN SECTION 7 ( ) 1. 117 + o` 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM. STARTER SLAT 9 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR ,.� 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS a 15 HOUSING (BACK.,& TOP) FASTENERS r 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY AT EVERY SLAT 20 60MM OCTAGONAL FDR VENERS CROWN 21 CONNECTOR SLEEVE 22 GEAR — PLASTIC OR ZAMAC CASING wol ' 23 UNIVERSAL WITH, DRIVE SHAFT 24 60MM OCTAGONAL IDLER END .25 IDLER BRACKET. WITH BEARING .rr BOX & END CAP ASSEMBLY..COMPONENTS ' 1:0. FLORIDA CODE Hi h Velocity ftutt icane Zo ne) `\�� ...•...,`/ �' O2020 TILTEco Wc. DRAWN BY: ��CENSF N$u US "P tt S` N0.44167 ' =_ EINC. • /� ImpactProrectiveRoJliagSystrm os/s/zo2o ' w"�a�aR'r"O CO nPv"� EXPERT 668 S.W WHITTMOR ERNE IN -i . a..(Qp.--.n53 0 ST —065 y7� TILLi 7ESTIN �� (� !•V 20 "i01"(>�) , UOIE,FL.34964 o'•, STATE OF ¢'r o-mDR -DD06719 Dn PORT DRAWING N. CA-DDos7t9 PMONFi(ODD) 749-W78 rAn(772)en-voPa A.TILLR Jc P.E r.r. i FLORIDA LID./44167 m , un/mD SHEET S OF 26 i�i F •.....,.�,. E. SEAL/SIGNATURE/DATE a' r ,. .,. ,,...,. 77j77/1111111111111tt\`\ 3"BOX ®Y/6 do Y/7 BOX ®V/g ® REAR ®V/9 K ®REAR ®Y/6 do Y/7 K (TYP. c1YP) END CAP CAP. i' END CAP`' _ �: y1 END CAP - T SLATS j f .: SLATS SLATsSLA TS .. _. ... .:. ._. 3 'f SLATSI ... SLATS v#4 4 .. .. ..... :SLATS ..SLATS ti SS LA SLATS 0/8o Orb :-SLATS O!8 p jj/g 078 1 0/8 0 8 H 7 $7 . ` SLATS .'" !.."SLATS 4 R 8 pe ti sLaTs, r D: (Typ. Ea. END) YP Ea. END) SLATS, _.. . ... - .-. .. �B ._ ... _.SLATS .: 'SLATS ter/ A, I yt0 (TyP•) "9tD I _... .. i .. :: :SLATS SLATS � • STORM BAR.,,$.PAQIN � _y .. ^,�. - 1/77 i (SEE SHEET 22) 1 �{�, . . I VIS & Y/7 V/9 y/g Y/6 & V7 v Max.SLAT SPAN Maa.SLAT SPAN •,_,.,..._ ..__,;-,.,,....._. ^'.:..`.`(SEE-SCHEDULES ON SHEET 15) f NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL•SINGLE UNIT ELEVATION W;4 STORM--BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: * CASE 1: PRODUCT HEIGHT EQUAL OR LESS TFIFN 11•-0"APPLICABLE TO INSTALLATIONS W/O STORM BARS;W/STORM BARS OR W/STORM BARS.& MULLIONS W/HEIGHTS UP TO 1V-O" (a)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY#2, #3. .....THEREAFTER,ALL THE WAY DOWN. EACH SLAT}I SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT _ NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT'SHALL BE - CONTINUED UNTIL TOTAL PRODUCT HEIGHT IS COMPLETED..OUANTTTY OF FINAL SLAT - - NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WITH PRODUCT'S HEIGHT. (h) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. 1 CASE 2; PRODUCT HEIGHT LARGER THAN 11'-0*APPLICABLE TO INSTALLATIONS W/O STORM FLORIDA BUILDING.CODE(High YelOcity Surcicane.Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11.-0. ••..� 02020 7u1Eco INC. `,�,y DRAWN er: (a)CURTAIN SHALL START W/J1,SLATS AT TOP, FOLLOWED BY g2,fl3. .....THEREAFTER,ALL StiQr ��CENS�C �i 1,,,,,l�aur�euS "•P• • .. h"POCt Prole d-I?UMHg S)Wt62O OS/0/2020 THE.WAY DOWN. EACH SLAT# SHALL CONSIST OF MIN.FIVE(5) SLATS OF THAT SLAT � ' NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE 3 No.44111. ' _..-•---^'� 51:.�:�G O,IIIC• OAIE CONTINUED UNTIL#10 SLAT IS.INSTALLED.AFTER #10 SLAT IS INSTALLED,ADDITIONAL EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. ��.• STATE OF .•�*a ill K MCA-0008719Nt X•an11a�ilee. PORT ST WCE.FL S 984 r .. Q-06rJ . 2 (h) BOTTOM SLAT OB MUST BE ALWAYS INSTALLED. % lV, a-mote Ntac949ao6com .9 I PROM m 749 90.46 fA%t 2 p71-0990 ORAWINO N. ' ._ ....: ... ... .../�//�� ` -....,••y / / FLORIDA Uc. 44167 'tiiclf-vt untmw .. SHEET 4'OF 26 0 R 1D waTER a n UT,d�.P. ^� �`D.E.SEAL SIGNATURE DATE �P/141111111gwo - - Max.MUU10H SPACING W-1/100R W-1/10A OR• - Max.MULLION SPACING W-1 10 OR W-1/10A OR (SEE SCHEDULE (SEE SCHEDULE I--, I W-2/11 OR W-2/11A OR v" W-2/11 OR W-2/11A OR ��W-3/12 OR W-3/12A DR ON SHEETS 24.25&26) - ON SHEETS 24,25&26)` W-3/12 OR W-3/12A OR I ® REAR (G)Dr©or®o o t W-4/11.3.,D�R3 W-4/13A _BOX �or©�,®a _ W-4/13 OR W-4/13A v/s (VI)(TYP.). %," ,f✓ 1;, B , END CAP......: ,T ,...,.. •:,,,� END CAP:..:• SLATS I ._ ; I I _ r i I +SLATS II II SlATS ..:..:..:.SLATS 3' NSLATS 8 SLATS . p, a SL Q 8 SLATS j,• as ! 11 .. II za I^r.1 I Ali 11 _ TS rn 1 .I I i I SLATS _.:.. Trn SLA O I :III ll S�N 0/8 I ^. ._... :I I ;j I .. -.. SIB.ATS 2 v=i p o 0/8 I Q/8 I I I I SLATS gZ or I '.: Or (I II �Z. Or I Or I! " ' II ° Q'/8 1 Q,/B :i i 1 I :.#7 ° j w Q'/8 I ,/ I I I! f7 N i i i sots s 8 R 'i i R :LATS B A;• or II ors.,, o� W A' r 1'. i1 x I i ___#. _ w 1 ;1 or T i or N (Typ') I R/8- I t R/8 t`SLATS vU o (Typ-) I _ i R'/8 T I R'/8 .SLAM _.. R/B _ - ... (Typ. Ea. END) R%g I i (Typ. Ea. END) .:. �.....�. I I #S I.. I I .. .I i >D9 I I I I I -'SLATS I R g !I R B ...I 1 'SLATS _- or 1 1 or _ L I _ .. _;: 1. _-s Or E I Or:.ri _..I t - :! I. -.I I • #10 - I _.. R'/8 I I R/8— _.SLATS 10 1 / I 1 /.. - 11 SLATS { 2 LA , ?I i .� �•'. ,✓.f/.,+'y.,*`• r'/ a''..-::f: z � -.e'� f :1'r ✓ f'.f': d'•. fi f.>'f d'� ' ': ,�✓�..f ✓ Yvi f.�l W-1/IOOR W-1/10A'OR "`:.B (MAX.SEE STORM BAR SPACING .-.._...: _...�...I f r W-1/10 OR W-1/10AdOR �•�{{�:j: W-2/11 OR W-2/11A OR (SEE SHEET 22) � W-2/11 OR W-2/11A OR i® V 9 \� W-3/12 OR W-3/12A OR (TyP-) ; W-3/12 OR W-3/12A OR / (Typ-) Max. SLAT SPAN (TYP.)_ W-4/13 OR W-4/13A Mox, SLAT SPAN. ! W-4/13 OR W-4/13A _.:. __ 1 "` Max.Mox SLOT SPAN (TYP.) I Mox. SLAT SPAN---- SHEET(SEE SCHEDULES ON - [(iiE�EE0UlE5 ON - 15) SHEET 15) (SEE SCHEDULES ON (SEE SCHEDULES ON ' SHEET 15) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION.: Wf MULLION do W/O.STORM BARS TYPICAL CONSECUTIVE.SINGLE UNIT ELEVATION NOTE: SEE SHEETS 2 &n 3 FOR COMPONENTS NOMENCLATURE. W,LMULLION &`�l f ..STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: N.T.S. * CASE'1: PRODUCT HEIGHT EQUAL OR LESS THAN 11•-0'/APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/ ```�l, p{TII�ITT4!IllflyP7 STORM BARS OR W/ STORM BARS& MULLIONS W HEIGHTS UP TO 1l'-O'. ``�\�P��•••...•••••�/r�,r' (c) CURTAIN SHALL START W/#1 SLATS AT TOP.FOLLOWED BY#2, #3. .....THEREAFTER All THE WAY DOWN.EACH :V.' ��GENgF ••'Q'� SLAT 0 SHALL CONSIST OF FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL.BE CONTINUE UNTI TOTAL PRODUCT HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT � NO.441 67 NUMBER INSTALLED BEFORE BOTTOM SLATUB MAY VARY WITH PRODUCT HEIGHT. - FLORIDA BUILDING CODE (High Velocity Hurricane Zone) (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. - STATE OF �•$ O 2020 TILTECO INC, r' DRAWN By" CASE 2: PRODUCT HEIGHT LARGER THAN 11'-O'APPLICABLE TO iNSTAUATiON W/O STORM BAR AND W/MULL ONS �u taus u P .,�� F�OR19P �� Im C[pfOtecaTeRoR/n W/HEIGHTS LARGER THAN'11'-0°. r C Pa L'�uID D6/aATE (o) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY#2, 03. .....THEREAFTER ALL THE WAY DOWN. EACH l� 11t11L1 TIL{JT TEILI EHaINEERMc CO --my. EXPERT, SHUTTER SERVICES INC. - SLAT SHALL CONSIST OF FIVE 5 SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD .�> —N.M.i—St.,—]BB.V—GVR]W9."— 668 B.W.WHITMORE DRIVE 20-065 BELOW 1 SLAT SHALL BE CONTINUE UNTIL 010 SLAT IS INSTALLED.AFTER 10 SLAT IS INSTALLED.ADDITIONAL �� v�'�' a mal-1570.Fa.:(sns)B'n-Issl PORT ST.LUCIE,FL 34934 ' ii:Dltxo6aol.com DRAWINO H. #10 SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. CA-0006719 .PNot¢,(8oa)749-90M.FN4(A2)57I-0910 ... -.. WALTER A.IF Jr.P.E s+.Ne o[sMrlwll ..._.oaa Mn.M. ...00aomax wn .. (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. P.E. SEAL/SIGNATURE/DATE FLORIOA Ua A 4•1BT , +. aulr-Buy ai�Awn . SHEET 5 of 26_. .... POURED / /" / /' . 5/16.0 TAPCONS XL W/ 5/18.0 TAPCONS XL W 2 1 4 Min. 1'zl'x1 B OR 2 x2'xi 8 ' qqq CONCRETE. EMBEDMENT& 1"O.D x0 O60"GALV. ALUMINUM TUBE _._ 1/"0x3/4 fIW BUILDER TEK SCREWS 2 1/4 Min. EMBEDMENT ? W/1'O D xO.060•GALVANIZED STEEL & 1"O.D.x0,060"GALV % REO'D. �` ST�L WAS O 24 oc 5/16'0 TAPCONS XL W/ 24•o.c. ' ,! �/ S WASHER STEEL WASHER 0 24 o.c. I.`rf/ � i" ;+'� r' ? y:!✓� X/ �� '"' 2 1/4'Min. EMBEDMENT .. I 0 24"o.c. L� . i O r d l" f , 1 - POURED CONCRETE POURED CONCRETE `� .� OR GROUT FILLED OR GROUT FILLED ��; .; - / f CONCRETE BLOCK s t CONCRETE BLOCK " / t WALL REQUIRED WALL REQUIRED f' Q I �I EDGE 0�--_ �._.tJ" 7�. �� - - /�+ EDGE OF �' - i OPENING -�-, t --.END CAP - , ,t._.! 9 ND CAP OPENING --T —END CAP if if EXISTING ! �.°" EXISTING EXISTING O CXLASSN� CLASS�•� ��// .i� (BEYOND) ! I (BEYOND) , /f 'I .• .` (BEYOND) i :!f r . . •• ,,' as. 8 I� ANCHOR F SEE ANCHOR II /y k =Gi �'' ,�ay SCHEDULES �iil SCHEDULES ON r�;;N SEE ANCHOR F: = SHEETS 66, !/' SHEETS 16, 17& L Q z SCHEDULES ON /r ''-� p1 18 ' / I pI' o y 18 E pif 1 p 0 SHEETS 16. 17 & / 0 0 I' /, f A p o il o J Min. SEPARATION If Ming SEPARATION /01 0. Min. SEPARATION TO GLASS I TO GLASS w TO GLASS F (SEE SCHEDULES. I EXTERIOR (SEE SCHEDULES �/ EXTERIOR (SEE SCHEDULES, ,I EXTERIOR ly ON SHEET 15) �J,; ON SHEET 15) II. j`` �� ) �'- ' ON SHEET 15 ul .��('�"") ti if if —70 if -. if If ', if fu I �OR if 0 8 0/8 7 � o 0/g I 0/8 / 0/8 0/8 I POURED CONCRETE �.�'" � Iif / POURED CONCRETE' OR GROUT FILLED r. I OR GROUT FILLED �•-^' CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK L�„_ • WALL REOUIRED ._� 1 OR GROUT FILLED�--�' WALL REQUIRED. CONCRETE BLOCK I I WALL REQUIRED. ' iif EDGE OF ..�if .I ' I � �. OEDGE OF PENING OPENING Iif 2!i �—I- / !!!I MIN. ED f d. . MIN. E.D 1 .. 1/2 x0062 xCONT.ALUM. ,. ... T} •-2 x4'x0.062'xCONT. � - ANGLE W/5/16'0.TAPCONS XL W/ - 'ALUM.ANGLE 5/16"0 TAPCONS XL W/ 1 ,i 2 1/4"Min.EMBEDMENT 0 24'o.c. OURED CONCRETE 5/16'0 TAPCONS XL W/--I .;y 'T 2 1/4' Min.EMBEDMENT .F� _ f- REQ•D. 2 1/4"Min. EMBEDMENT fi WALL MOUNTING` LOOPJCEILINGI TRAPPED MOUNTING` BUILD-OUT MOUNTING' ... .... �. cane Zon •BQIEI SECTIONS Y-Y BOX MAY BE ALTERNATIVELY ATTACHE � 11IIYitj - -- - ` �i TO A WOOD_CEILING FOLLOWING SPECS ON SHEET 7. tea, FFIIC �X�, 02020 TILT£°°INC. Na.uDul7 UffIORIY•ar;e) .. ...... Q d ' Velocity. ��CENSF ImpaaPrrtecdveRo➢ivgSjNF D6/a/2°s° INSTALLATION DETAILS O.N. EXISTING .PQUR1 C 0 N C R ET E . 0 R. GROUT FILLED CELL C 0 N C ITT.E No.44167. TILUT TESTING'&ENCINEERINO COMPANY. EXPERT SHUTTER SERVICES INC DATE * * !`/20�� "a�.'ec�cs`ierILatxastani�sl 4 - BLOCK BUILDINGS / a moll. 1006719,com Pao„O B 9T.0 6 C AM (T7 n-of90 DRAW.O No e� S.W.FORT 5 . DRIVE o'• STATE OF cA-aooe�le c, . .:.: WPLTER A. dr.P.E. m mrn,m ier.�„,34 auxiarxn rt SCALE: 3/16" e 1' .,;., � •.Ft0 RIDp' ?�� SEAL/SIGNATURE/DATE FLORIDA U..4s1W ao'n-ta 7i anmw a SHEET 6„OF 26 ��tttlNHuu,1111"` 5/16.0 TAPCONS XL W/ 5/16.0 TAPCONS XL W/ 1/4'0x3/4'RW FNRDE%S/16'0 7MLONS%L W/- 1/4.0x3/4•Rw BNLOD( 5/IC1 TO=A.w/ ' 2 1/2'Min,PENETRATION& 2 1/2'M"n.PENETRATON de TIX SCREWS W/1: 2 1/2 Irm.PENEIPATIOIT& SV�W/I• 2 1/Y M.PENERNTIDII g t'O.O.x0.060'OU.V,STEEL 1'O,D.xD.Oea'GALV.STEEL EXISTING WOOD 1S 1'x1/8.OR O.D.x0.o60•GALVANIZED 1b.D.x0.080 GUY.SRFi. p� W�p 1 af'at 6'OR O.D.a0.060'GILYFNIZEO •MD.m.060'Gfl¢Sm WASHER®24'o.c.TO WALL WASHER O 24'o.c.TO WALL 'EJ(imNC W000 k7tImNC WOOD TRUSSES OR- 2'x2 x1 6'. �W 2 TRUSSES OR 2'vYd/6:•• SIFFl WAAIFR O a4' wA9t7t 0 24'o.c TO OR TO 1RUSSES/RAFTEFLS OR To TRUSSES/RAFTERS y, p L ALUMINUM TUBE O.C.L WASH / (OPI� RATER ALIAIINUU c TO WIL- iRUSSES/WF7EIS(DPTIl'1Y. ' .. RUSSES OR RAFTER. TRUSSES OR RAFTER•—{(�/' WASHER® 4 T. `.y, BE ? ToWALL �•=.. r ..-� `r....—v __ ;i... 5/16.0 TAPCONS%L x�i'.....�tA, 5/16.0 TAPCONS%L m W/z 1/2 M n r PENETRATION ✓�",;'! ,r-' r'' PENE(RATION .. ..�..7". ...,... .-. m,24 o.c.:.. .....„. 49 24 0 .l (2)2 x4'OR (2)2•x4-OR -• .. 2 x6 CONT--_- 2.0'CONT. IV ~' W000 HEADER WOOD HEADER I Y (2)2 4 OR i (2)2'x4'OR REQUIRED '`'�.. RCOURED !'• �"' 2 6'CONT 1 I. I 2'x6-CONTr..'� WOOD HEADER ri-I.- L € WOOD HEADER r REQUIRED ` REQUIREDEDGE OF y ! lti1L. - ....... OwT� EOCE Cv''F ?iI\j 1 cM E'.PF.r. '\~'I`ei FNp G,P EDGE 4& ` 5 1 �1 EDCOPEWNC �lOPENING 1 o OPENING \I - z OPENING 1'.i ' END CAP. E705TINC0111 } j [%ISIING ii GU55, EXISTING 9 GEYOND) `" CL SSN(BEYOND)®oaj ._(z))2'x4.OR "I ! SEPARATION �' + ( ' ' `� S" x 1Ex1E(mo i (2)2 4'aR (2)z x4 oR COw2x0'CONT. ON ;'�., j SEPARATION ter— WT)OD SND .1.— 6 a�i STUD m 16' �S,t 1 Z { i t ti ; ®.16 0 C 1 LE ON GlWlMO SNDD.C.Mo. 13.; 4 1 x w:11 1 z fy )t rti I x ®1s o.c. i;REWIRED. tF" MIM1 •REWIRED ., . ) MA%.REQUIRED 7 .,:^ 1Y� AI0.X SHEET 20): • (SEE SHEET 20) 5 A - (S;SHEET iTii-' ) SCHEDULE 3 _It) (� .. 0 GLASS (SEE 0 20 I` t{ ON SHEET 21 Q p - j1 t-} - (SEE SCHEDULE OX yq I 1 j 1_ j- sHtEr2o) :m 0/8 } V jl I 0/8 0/8 Z 1`` 0/8 L ' I 1 �' t �i l -wPLL FINISH p t j (2)2'x4'OR :SEE ANCHORS I I� d. "SCHEOUIEO� I (a 2'x6 I SCHEDULE S t! I �. EDGE 01•' ;t ) Z ( j, CONT.WOOD 't y 4 .ON SHEET 21 a EDGE OF 7 II+ ON SHEET 21 OPENING ( q Ai.;;; t SND®i6 j Ity ". OPENING- _)+1(1 I I# '.I(I �.. i-"..Il.4 a- B_.__ _ f D.C.MAX _._ -..,-- I 1 1` )REQUIRED. 4 t 1 4 l `/ ''-a""� ... : ; .1 4 I g SEE ANCHORS I jtt S.E' 1 1/2 xtl/2 x0.062 ` (SEE SHEET j t :T + i ;1 l G � z x{'xo.a6z xCONT. ,t , t scHEDULP xCONT.ALUM.ANGLE 20) j' '� I E ALUM.ANGLE ON SHEET 21 i 1 TAPCONS%L �. `I 'rt 'I i F i ..5/16'0 TAPCONS%L " t 1 W//2 1/z'Min. 0/8 1 0/8 1 3 I'I W/z 1/2'Min. r "'� i �I PENEIHADON �� t ry PENETRATION I i 11 I WALL ®24'of 1 s WAIL.FINSH ®24'o.c. I 0/8 t,.I:V � i 0/8 1 2'x1'OR 2'x6'} FiNiSH 2'4'OR 2%6 \ '�"TGIL FiW511 2'x4'OR 2'x6'.,, , j ' t I 6-� 't x 1 I ..2'x4'OR 2'x" t j I WOOD CONT.WOOD t I S -CONT.WOOD .� CONT.WOOD - - j t CaNr.WOOD 6'I't' EGlt OR BOTTOM PLATE " EwsnNc woo0 \ _ 1 j E7amvG WGoo 11 '3' BOTr0U PLATE EXISTING WOOD- BOTTOM PLATE BOTTOM PLATE S 3 1 DECK OR ... ECK OR I CONCRETE SLAB. -REQUIRED '�.. 'CONCRETE SLAB -REQUIRED �.,. ,. : DECK OR €REQUIRED ;'.'CONCRETE SLAB REQUIRED ..@ .(SEE SHEET 20) - REQUIRED. (SEE SHEET 20) '.. .�.., B CONCRETE SLAB f(SEE SHEET 20): i .REQUIRED. (SEE SHEET 20) " p,,,� R.''`p} Wlft E I ....•... I OB � EDGE. j,.�.......... APPlKA6l� r, _...._.___.��._T._. l"...._...�.�_�._-,.._`�.._-.._ �...✓._._. _.. IF A➢PUC18L0 WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y, INSTALLATION DETAILS ON. EXISTING WOOD BUILDINGS. N.T.S. FLORIDA BUILDING CODE_(High Velocity Hurricane Zone) •. � 02020 TaTEcti INC. 7�T �._•r � oaAwri eY: \CENSF lYBlfflrls M.P. impactProtectiv RaWgrSptean No.44167 ="� \ a 06ie/2020 p .. .... II�f��E� INC. - DATE 7Y Tyr nwT TEsrwD ENGINEERING couPANY EXPERT SHUTTER SERVICES INC. Bass kw.sun.n,sa.5 w pwA r Ns,n aslAe 668 S.W. UCIE, FL DRIVE ZO—O6S o'•• STATE OF / mw.:(sos)a7t-lsso,Ea.:pos)eTt-tSll PORT ST.LUCIE, FL 54664 0-Rwll:tllteoo0aol.eom aMWINC Nc �C7 PH (e00 749-l051 (a7a)67/0990 .. ��c atORIDP,• �'` wALTEaCAAOOTWJT1Jr.P.E n ou. x�x mwrnon .art • •••'••� ��` P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.S 44167 : .: a0 n-w" Npom l SHEET 7 OF 28 �4A SS A , �- .:.- UiO.ED.........�,,.._.�; POURED CONCRETE \ .....-^}11n.E.D OR GROUT FILLED --- ORUJ OI OR POURED '*�**t' OI OR'J CONCRETE BLOCK "'+ CONCRETE OR 1 POURED ! (SEE SCHEDULES DN (SEE SCHEDULES ON\ ( ceour FILLEDTE.11 ° (SEE SCHEDULES ON - PoNCRREerE oR OR ,J CONCRETE OR I �' J/`/ SHEETS 17& 16) SHEETS 17&18) \! CONCRETE BLOCK SHEETS 17&18) cRour FlI I Fa {$EE SCHEOU ��; GROUT FILLED—. f \ CONC\REfE BLOCK IETE SHEETS 17&16) BLOCK �. 2.7 I� . '•,\\ . 3 _ _ + o ©OR`v.7..�.; 2'OR Ll H D 1/2'.1/4• EO: 0 4"O.C. .. OR t/8•SUP 1/2. S• _ OR(Z/B'SUP ®4'D.C. 1/2'• 1/4' b SECTION W/ STORM BARS FLUSH MOUNT (WALL) !; OR t/e su \ �\ TRAPPED MOUNT BUILD-OUT MOUNT SECTION,.P-P (PLAN) BUILD-OUT MOUNT SCAM-3/1s'-1 ECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR.GROUT FILLED CONCRETE BLOCK:BUILDINGS ®OR©«OR . LL ll 2750 J ® D.C. F I i!4 Chi C �1D O.C. \`:.. i. I{ j .c.�., /® D.C. t/2 2 tn m i:'n •,i /D 4`D.C. I'._.... 7 OR 1A SUP N 0'—O' (PLAN yF.,,.. ..... .. _.. . � ., SECTIO ,_ 1p OR 1/8"SUP OR 1/8-SIP ^1 1/2.1/4• - 1/2, � 1/2 1/4• i4• ORIENTATION 1 (D OR 1/8•wP OR 1/e•wP ��: @. OR 1/01 sup OR I/8'sup tO WALL MOUNT END MUWON SECTION O-0 (PLANT: SECTION 0-Q (PLAN). \\ SEC - lJ SECTION R'-R' (PLAN); H ORIENTATION 1 ORIENTATION 2 '' ORIENTATIONS ORIENTATION . A i Il a o.0. A WALL MOUNT END MUWON WALL MOUNT END MUWON WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MUWON ? = INSTALLATION DETAILS INTO MULLIONS(G),I�,G�? &(G� .. ScuE 1/4. t. ... ... R/2/1 s4 R�1 '4_D� � s(2) 2"x4 OR �. 0 UP O 8 UP I (j} 1 i ;,, � 2'x6' STUDS._.__ (2) 2•x4" OR ,: ! (SEE SHEET 20) W t N SHEET 2EE 1) j ©OR 2'x6' STUDS-- (SEE ) 1 ALTERNATIVELY TO HQ A M.S. -.. SHEET 20) (SEE SCHEDULE MIN. 1/2' 1 � j' ��: 1�'0-20x3/4" S.S. M S � ON SHEET 21) PLYWOOD t J i W NUT MAY BE USED SECTION 0 Q.... (PLANT MIN. 1/2" FOR THIS CONNECTION ORIENTATION2 PLYWOOD -- -_.—._. -.... _ .-.- --.—-- WALL MOUNT END At INTERIOR MUWON .. 2 OR 1.730'A-2.250' 2'OR 1- t 2,'t/✓ i H - ��R A. � /4 ..... __.. FLORIDA BUILDING,CODE(High.Velocity Hurricane Zone) N OR is SUP . A � 1/2 1/4 p� .._... FLUSH MOUNT (WALL) D oR t/e sLw L n`ya?" \CENSF 9� ozozo nLTEw INC. AQ� gjauy�bus DRAWN Br BUILD—OUT MOUNT 2r ��„ ECC �1crrPmtrc[dveelRaWggS)wtem 0e/e/2020 (PLAN) ` _ No.44167 SECTIONS 0'.-0' (PLAN) *; * TIWT TESTING rr ENOINEERING'LOMPANY EXPERT SHUTTER SERVICES INC. DATE .. .. �'0• —,,,_/ roon.' (w�5jaii=t»'. p 'twt33t. 688 S.W.WHITMORE DRIVE Z0-065 STATE OF // "� INSTALLATION DETAILS INTO EXISTING WOOD BUILDING�;�o PORT 49 LUCIE. X' 772)8 e-mall:blteeo0ool.eom \�kr` �_�6718 PNBNF.(eDOJ 74Y-9D48 rAx:(m>an-OssO oaAwt c Ho .._. . Jr P.E.AaW/48 SCALE.t/4•a t' P.E. SEAL/SIGNATUR%DATE FLORIDAs nnoa�c, w .00uman o ur- SHEET a or 26 - :..::.:........ ..... -. .11111111111111 .... 1/2" Min E D 7 tt:A 1/2 Min. E.D`'��FOR 3/8.0 CALK-IN ANCHORS _ J"Min. E D.---+� Mm E.Dr---+—FOR 1/4'0 SOLID-SET AIJCHORS (4) 3/8'0 CALK-IN ANCHORS OR " q 1 4"0 SOLID-SET ANCHORS OR Mtn. E. .:::-:g. Min. E.D.--I—FOR J/1 0 T BOLT R EXPANSION ANCHORS �� (4 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS OR 1/8" Min E D '1 1/8 Min. E.D FOR S/16'0 TAPCON XL ANCHORS ;/(4 5 16"0 TAPCON XL ANCHORS 11 5/16.0 TAPCONS XL W/ -.._. .. ..... % ) / EDGE OF SLAB a .EDGE OF SLAB 2 1/4"'Min. EMBEDMENT / a -'(✓3 I (4)ANCHORS; PER STORM BAR IF7iPPCI.CA8I.6' I`IF APPUCABLE & I O.D.x0060°GALV r✓ ON SHEET j \\ .., �, ` j�' ,/' '• ,+/ '"y i f - STEEL WASHER® 24'o.c - ; 23 CONNECTION, TTOP &EBOTTOM)Z . POURm.CONCREfE�:1! 2'' !� `"`` POURED CONCRETE.... 't'— 2 _ R .0 ETE... II .. ~ •,,,,,�. (Pe-3 Ksi) 5' min. L `....:.'.i .. .EXfM ..5/16"0 TAPCONS XL THICKNESS REM). \ ,, THICKNESS RE0'0. it I W/ 2 1�4"Min. I '/ II ! r / 2` 2"x2"x1/8"x0'-5" (6063-T6 ALLOY) I EMBEOM NT& 6 q 1O.D.x0.060'GALV. '/� •- _. l ALUMINUM ANGLE EA. SIDE W/ STEEL.WASHER® X. E----5• I, ( 1S 4"0-14x3/ ITW,BUILD TEK R :I I •,�_.� 24-o.c. II 2 (iyp.TOPS& BOTTOM)M SECTION S-.S ° I 1._.. I �µ EMBEDDED a R I I ANCHOR n DETAIL A 1 1/4" Min--I) w 1.; 11 I I ( `* 1/4 0-20 OR 3/8 0-16 MACHINE SCREWS USED JOINTLY W/ u �i 1/4'0 x 3/4'SOUO-SET OR 3/8"0 x 1 1/4'.CALK-IN ANCHORS t°rl II�lj v=i I Iron RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME N fl Min �' z II STORM BARS ARE REMOVED. (SEE DET.A). SEPARATION TO (: I ... o _ ......- . z II GLASS 4 it .... _. O p(SEE SCHEDULES ON I 'A.. u I I '' D j II SHEETS 15 & 16) I 8 1 1/4"Min.4_ t}�- _� BEYOND (2)3/8.0 C�-IN ANCHORS OR -tL.- -- ' (2) 1/4"0 SOLID-SET ANCHORS OR E?(tERIOR N it ti- (2)3/8.0 KWIK BOLT TZ EXPANSION SEPARATION TO I ANCHORS OR GLASS I (2)5/16"0 TAPCON XL ANCHORS D q(SEE SCHEDULES ON % f-•(2)ANCHORS* PER STORM �•I ~�`' I I _ p II SHEETS 15 & 16) I F-�- .r"i�!` BAR CONNECTION, SEE TABLE II I 11. LNO—I� I I "I 4 GLASS a'..;�'`' 3 ON SHEET 23 (Typ. TOP & BOTTOM) __ .._....__._ ..... �'ij - I!I ' . ,.. ®. f .. ' ... .: K` .ENG Sl�S — ?(TIP.TOP/BOTroM TOP/BOT10ll) 2x2"xE1X/BiE'xROIO'-R5" (6063-T6 ALLOY) 2 ALUMINUM 0-ANGLE4 S2) /4x3/4' ITW�UILDEX TEK �~ CREWS TO STORM BAR S IT-., I. S 1I Q... S Wr (TYP.TOP & BOTTOM) (TYP.TOP/BDTTOM)'i I I I(TIP.TOP/BOTTDM) / t '; �' �� " SECTION S1 -S1 I I it POURED CONCRETE �MIN�E D E D (fc=3 ksi) 5'min. =7 1/2'xf 15/16-0 TAPCONS ALUM. _ THICKNESS REO•D. 2/1%4 l- EMBEDMEN TAPCONS XL T 2N1/4'GLE WMins/EMBEOM Ni® 24'o XL c. EDGE OF SLAB POURED CONCRETE I EDGE OF SLAB WALL MOUNTING -.. .._..+. (V' 3 W1)3 min - I-..._._......._. T 111 IF MPUCABLEff THICKNESS REO D ` IF APPUCABLE `\`� �►j¢^ ' _ OD (High Velocity Hurricane Zone). ( L-� 1/2' Min. ED r-�--0 7/2 Min. E.D,--i--FOR 3/8'0 CALK-IN ANCHORS �`\P�,•,....,,,CC /r 02020 TILTECO INC.' . rrt BY: Min. E D --- --3- Min. E.D. FOR 1/4.0 SOUO-SET ANCHOR.V `\CEN r� _ FLORIDADA BUILDING I_ DRAWN M.P. I(�T Min. E D. 3=.�-4 Min. E.D. 3/8.0'.KWIK BOLT TZ EXPANSION ANCHORS sf C'�;_� Q- C/+ - : Impisap"[ectfve R-Mv&)-- ofi/6/2o20 l-3 1/8"Min. E.D.--.e.�-•3 •�'?r.,:3 1/8' Min. E.D.--{--�-FOR 5/16'0 TAPCON XL ANCt�RS NO,44767 ^__,_,�._`� R�_. �w`y 0 INC. '; DATE .. TILLIT TESTING-&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR o i </7.a'� `� '°N(]OeJll�I U.rm ( 6'I9,�Iee 668 S.W.WHITMOR[DRIVE 20-065 „ STATE pp e-mail:tit—c-L.— PORT 4i.LUCIE L 34 4 DRAWING R. %�•• Qf Q CA-000719 PRONG(E00)749-90'J0,°rAX�(772)67t-o990 SECTIONS V Off'°'F�0 N `.�'� WALTER A 1LUr Jr.P.E i Fs'• Y FLORIDA Uc. -44187 SCALE.3/16-- I- �i� `L�Q�'•E. SEAL/SIGNATURE/DATE B. r , ay;n- ,... yn�tsm : wn SHEET 8 OF 28 .. . rllAl(I/f1111NIT111H\\ ,- Min.E O '"" -9; Min. E.D.. --FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION -27-1 1 1/2` - 3 -1 1/2" ANCHORS 0 END AND INTERIOR MULLIONS I ©&® (ORIENT TION #1)AND END , MULLIONS 001 (ORIENTATION #2) - -� 3' _ I I: 3- FOR (2) 3/4"0 KWIK BOLT TZ PANSION -- -:,g Min .--E,D —, ':. E.D.—.:_"Min. E.D. �, W ANCHORS 0 INTERIOR MULLION 1 I I (ORIENTATION j2). EDGE OF SLAB 71 T7 EDGE,"OF SLAB` � SMIOR !. IF•'APP000tEj III S I I ! ,r APPUGAHLE ! 'x3"x1 2"xO'-6 4" (6061-6 ALLOY) EXTERIOR .I Alum.ANGLE EA SIDE W/ 1 - .:�a, . 1 ., 3"x3'x1/2'x0'-4� (2 3 4"0 T U BOLTS j (6061-T6 ALLOY)Alum, TO MUWONV&_ 1 1/2' 1 POURED CONCRETE IIL.L J L, %. ANGLE EA. SIDE W/ (2) I• (1) 3/4.0 KWIK SOLT TL ........• 'I (i'c 3 ksi Min.)-/ :i 3/4"0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR . 1 1/2° B" Min. THICKNESS REO'D11 �- MULUON©& (1) 3/4"0 -;— L W/ 6" Min. EMBEDMENT KWIK BOLT TZ EXPANSION 1 j/2' TO POURED CONCRETE --3- --3- ; - ANCHOR W/ 6" Min. ..,.r.. (Typ.TOP & BOTTOM) ' II EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) W N GLASS 11 SECTION X1-X1 W/Q� * ALTERNATIVE SECTION X1-X1 Mg.* ON -_II Min. I I- �G OR G1 (END & INTERIOR.._MLLI UON) (END &.'INTERIOR MULLION 1 a I (W/ ORIENTATION 1) ,W ORIENTATION 2 I �S„z4„� (4,�x6") 1 1/2" 1 1/2'„ 1 1/2- 1 1/2' iw II 3"x3"xI/2"xO'-4"If 2--1" ". ,,,_..,i,"_.5•_,,..,,..i,�,s, L,.,,,,,. B _.��.. -N '' (6061-T6 ALLOY) r -- o II I EXTERIOR Alum.ANGLE EA. SIDE W/ II i (2) 3/4.0 1HAU BOLTS , .� 3- , i7I' _ o TO MULLION G & O"` 3" II I (1) 3/4.0 KWIK BOLT TZ �: 'G1 .. G1 i _.: n ® II ® EXPANSION ANCHOR r � - •P �.. w- Q/a Of:_t, .._ _..,.,/ri ..: 0/8 Or W/6" Min. EMBEDMENT TO �. ... 1i _ POURED CONCRETE (Typ: ! 4' EXTERIOR I L. 4- EXTERIOR o R/8 or i R/8 or TOP & BOTTOM) I j R'/8 R'/8 G�. I 8'•EXTERIOR 1- I �w ii � 1 l 2• � 1 y. ':. y ... 1 1/2° LLLA : vu n I .. ® .V. ,F�f :..,...4•.,---i-.-4'•=-s'....ra;, _:..r_.__-_:,e =,ems: j X1 II I. X1 -1-1h/2" ?-3 x3'x1/2"xO'-B- (6061-T6 ALLOY) f 3 x3'x1/2'x0'-6° (6061-T6 ALLOY) (TYP:TOP/B011t1!•)il ;' (TYP.TOP/BOTTOM)' - - „ 4 Alum. ANGLE EA. SIDE W/(2).3/4"o Alum.ANGLE EA SIDE W/S2) 3/4-0 q EO •yip--`EO I 1 1]2° THRU BOLTS.TO.MULLION Pj& (1) THRU,BOLTS TO MULLION'`1)& (2) II - 3/4"0 KWIK BOLT TZ EXPANSION 3/4'e KWIK BOLT TZ EXPANSION k II l 2 ;l 2-!- ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO !` 3" POURED CONCRETE(Typ. TOP &TTOM) BOTTOM) POURED CONCRETE (Typ.TOP & u EQ1 1" SECTION X1-X1,W/ G1 * B C J;..,.., POURED CONCRETE f o 'END MULLION ONLY.. ksi Mint (END &.INTERIOR MULLION �.. 1 r -8' Min. THICKNESS REO'D. (W ORIENTATION (INTERIOR W1�GVON ONLY}. t� 1,j; ALTERNATIVES SECTIO , . l EDGE OF SLAB :w.. L - �$•X4"� T IF APPLICABLE' IF APPLICABLE ... ORIENTATION�# 7_l FOR (2) 3/4-0 KWIK BOLT TZ PANSION - �4,X$u) `------9' Min. E.D. " Min, E.D. 1 ANCHORS ® INTERIOR MULLION -- 1 l (ORIENTATION #2). . SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY Min. E.D,. �-�----�: •9'Min. E D -FOR (1) 3/4°0 KWIK BOLT TZ '�"" ANCHORS ® ENO AND IN )iyyy(/4 - - - - _ FLORIDA BUILDING CODE,..(High Velocity Hurricane Zone) NC OR (ORI D AND kt� ., � �i�'.. .. 02020 nLTEco INC.: • DRAWN BY: END MULLION G7 (ORIEI;tTA ��ENSF. .NallllS FLOOR TO CEILNG I TRAPPED MOUNTING:MULLIONS CGS OR.-C]t` C/+ IaipnctProtrctiveRolltng5}vstem oa/e/:axo i No.44167 1L 6 C 0 INC. _ DATE SECTIONS W:1, TILUT TESTING&ENGINEER-NO— P".1 EXPERT SHUTTER SERVICES INC END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION *' was xW]OU SL 6la wq WA0.H GYmn9 R]]IBe 868 S.W.WNRNORE DRIVE a �/ ~� r"�" I �'-'a10 r t]0�l°"-'a]' PDRT SWT.LUGIE,it DRIVE 20-065 , STATE g(F1� a-moll:LxwaOool.com PROM,(aoo 7a+-9osa F.n(772)a71-o99D DRAWING Na APPLICABLE TO ALL INSTALLATIONS EXCEPT.THOSE W/LIMITATIONS COVERS I•SM I1�OA �4�? WALTER A T1LI7r1Jer,P.E. .... SCALE: 1/B 1° O1 E. SEAL/SIGNATURE/DATE FLORIDA Uc.it a167 ; nnnr-w :anrmm ; SHEET 10 Or 26 _. Min. E.D. Min. E.D. (4)ANCHORS--^ ^-:}: 3'x3°xl/2'x0'-4- r -1 (SEE SCHEDULE #1) "" OSEE WiMUM©(INTERIOR)&©(END&INTERIOR)TRAPPED MOUNTED MULLIONS (SEE SCHEDULE k1) (SEE SCHEDULE y1) I I (6061-T6 ALLOY) i EDGE OF SLAB ..EDGE OF SLAB -' 3" Alum.ANGLE EA , j- SPAN COVERED BT SCHEDULE tb FOR INSTALLATION CASES t,1*&II ON SHEET IF APPLICABLE I ItF-APPUCAf3LE -...:. SIDE WBOlTS 1/2-m'r, }.'I I 25. a THRU .1, (LIMITED LOAD,MUWON SPACING AND SPAN INSTALLATION): TO MUWON I I i 16R LUM 0ISE I. -RESIDENTIAL AND COMMERCIAL APPLICATIONS WIN 160.8 e EXTERIOR p.s.f.MAXIMUM AS.D.DESIGN PRESSURE RATING, 12'-0•MAXIMUM MULLON SPACING. 11 _ li 3 ):,,_.POURED CONCRETE 3'x3•xt/4°x0 8 I I ! SEE SCHEDULES EI&S2 FOR ADDITIONAL SPECS. II + (Fc-3 ksi Win.). (6061-16 ALLOY) 1 - SEE SCHEDULE #I. Alum. ANGLE EA SIDE"\, 1:J I� .1 1/2- " 8•EXIEMOR _ G ":. WI UAIC41 CASE k-RESIDENTIAL AND COMMERCIAL APPLICATION W/160.5 Dal II I W/ (2) 1/2-0 THRU �" �; maimuM ASD.DESIGN PRESSURE RATING,8'-0 II BOLTS TO MUWON© '1 1/2• i '� MAXIMUM MUWON SPACING. SEE SCHEDULES it do/2 FOR ADDITIONAL SPECS II-COMMERCIAL APPLICATION FOR t 00.0 p.0.MAXIMUM.A.S.D. �s G '"1 i ALTERNATIVE SECTION X1 X1 Wt( # - t II --- -- - - - - •• - _ :. :1 1/2• °�DESIGN PRESSURE RATING.8'-0'NAIGNUM MULLION Z I Min. " I (4"x6" INTERIOR MUWON ONLY W/,ORIENTATION # 2) rarnwTa+ag ... L, SPACING.SEE SCHEDULES Al&a2 FOR ADDITIONAL o R �: -:,. OR G1 _.. ... .. i ''1 1/2' SPECS. 2)ANCHORS 3•x3"x1/4•xO'-8" 1�"--_�6• 1.1 (SEE SCHEDULE 02) * .. Z I, (6061-T6 AHOY) -ALTERNATIVE SECTION Xi-xi W/(G Alum.ANGLE EA. SIDE In1 W/ (2) 1/2.0 THRU 3 - o n I I' BOLTS ro MULLION© - 4"x8" INTERIOR AND END MUWON W ORIENTATION 1 n G1 SCHEDULE1. I, o Q/8 or 1 __...I. Q/8 or i i ' EXTERIDRMIN SW O rn r 4) ANCHORS ;..--.a I ... ....I. INSTAlSETION TMREO Dom'.... ANCHOR TYPE SUE(TYP.TOP&BOTTOM) MENBFONENT DIN.ANCHOR 1��pR R/8 or iOE 4 R/8 or S R+ 8 II I R+ 8 ISEE SCHEDULE N4), 1 1/2° - �,�, / / .3/B•m HILTI INC HUS-H SCREW&J/8'0 POWER FASTENER .e II I 1 1/2° WEDGE-BOLT ANCHOR FORQO&®(INTERIOR)MULLIONS ' 2 1/2 5 1/2- W/: ' - II I 4, - ORIENTATION f?. g JI. Ii ..... _. ._... . . B•'""'I �k II .0 HIM HS-H I/2 ER R N ALTERNATIVE SECTION XI-XI W!G) WEDGE- (END WTER OR)NuE J.. ..6.`. I I. ® .... .. /ORIENTATION dl. ..._ (DP it � I' X1 (4 x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2); 1?2'0 HIM INC KWIR BDBOLTTZ ONLY FOR©& TOP/XeonGM) '®INTERIOR(1YP.TOP/BOTTOM) MULLIONSORIENTATI W )FNTATION 02)&®(END MUWON W/ 2 1/2• 5 1/2' ._ 3•x3•x1/4•x0'-8• 4 4• 11/ HILT1 WC HUS-A 8CR ...@-�2.0 POWER FASTENER .. - , (6061-76 ALLOY)AIUm_ ... E- ANCHOR FOR G& •�1 END OR INTERIOR J• 6• _ ANGLE FA SIDE W/(2)�' - -: - 1•;1 WON)W/ORIEMAl10NS OR.�2 3,° i/2°0 TH BOLTS TO --`- - Q j - . II 1 T.: _ 1/2°0 HILT INO-KWIK BOLT TZ ONL®FOR©&©INIERpR MULLION G7 "' MUWONS W/ORIENTATION 02)& (END 1AUWON W/ 3 1/4 : 7 1/2• ORIENTATION/1). `''{' •" ' .• f "� LEDGE OF SLAB (F` 6'8•EXTERIOR II B� fY/�2.0E-DOLT 0 HILN INC HUS-H SCREW OR 1 SEE-NOTE 0/4•a POWER FASTENER .. .. r IF APPLICABLE l SHEET 25.VALID FOR END&INTERIOR MUWHO S C& 3• B° EDGE OF.SLAB I. I 1 l ,i �N Min. E.O. %' Mtn. E.D. II W/ORIENTATIONS 1 OR 82 C� IF APPUCABIE '(SEE SCHEDULED! (SEE SCHEDULE (}t)�I (a ANCHORS' _-_- _ .. i.. SCHEDULE �12 POURED CONCRETE (SEE SCHEDULE�1) `. (rc=3 ksi Min.). :MIN:'SLAB•. ,.._ ... - _... .,. IN.EDGE SEE SCHEDULE,�1. 1 1 2.:,--i �' .INSTALLATION MIN.ANCHaR M / 3-"--4° r•3 r - THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM). ENIAN' 7 OISTAHCE FOR ALTERNATIVE SECTION X1-X1-W/.G * ruEs REOD. ANCHOR . FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS(G)OR(G V: ;4 t u a 5/B 0 HILT INC HUS-H SCREW&5/8°0 POWER FASTENER 2 1/2' 7 a/2• WFAGE-BOLT ANCHOR. .; I SECTIONS W=1 (4"x8" INTERIOR AND END MUWON ONLY W/ ORIENTATION # 1) FLORIDA BUILDING CODE(High Velocity Hurricane Zone) - - �r ,, Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION `�� / ''', 02020 TILTECO INC. Nautilus YP .. .,.- LIMITED LOAD,MULLION SPAN AND MULLION SPACING .�5'�PALL1A�f _: lmlADarProcec6veRolllog3ysrem uB/sa2o APPLICABLE TO A I� ;__... _.. I L',:�.0 O�a:. DATE SCALE:1/8"-1 i No.44167 rlwT r6s11Ho'&FNOIHEEIND caMPARr EXPERT SHUTTER SERVICES INC. �2i/c� wss Rw(� I_ 'xacAulAc�nm.�lylae 66e 5 W WHI7IAORE DRIVE 20-065 '* o-moll:tReco09ol.com PORT SW LUCITE FL.34984 DRAWING No • SIDE RAIL AND BOX NOT 9x°xE, a9o>u9 9a+e F"x pn)all-09° o' STATE OF �=i _. WALTEo"&U0 i19F.P.E. SHOWN FOR CLARITY - y��,•,•/T'�OR)D Q, �.`YT.E. SEAL/SIGNATURE/DATE FLORIDA Uc./44167 on n to ai.7++>+�. SHEE71040F 26 w w cswviw o+n All/lllltllNpg111` EDGE IF APPLICABLE••, 2"xMUWON DEPRix1/8"Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1 4'00/4 ITW BUILDE%TEK SCREWS 7 3i� 5/16"0 TAPCONS XL W/2 1/4" ,�•'� 1"0D.xO.060•GALVANIZED STEEL MIN. E.O. 2 t/?° .�. Min, EMBEDMENT ® 24" o.c. // WASHER'0 24"a.a. Min. E.0 1" .. ...� ' I EDGE IF APPLICABLE • \ • 2^ EDGE IFAPPLICABLE—' -— COMNUOUS POURED 7 3/4" Min E.D.CONCRETE(tc=.3 ksf Ma g. Mn.THICKNESS 7 3/4 Min. E.D I 2 sREQ'D. 2 2 . END CAP ah _ POURED CONCRETE N /a T \I I (f'c = 3 ksi Min) v POURED CONCRETE Min. E.D. CEO 8" Min, THICKNESS EXTERIOR (f c = 3 ksi Mm.) z N - x. REQ'D. 4-_..J. ;, 8" Min. THICKNESS 4"EXiFR10R I I EXTERIOR GOOK G1 .... 1 I I z { OR G1 2 — \ o.. G•OR G1 Q ®F 0 I I. (� $�Or 7 3/4" Mm. E.D. 2°. .._...,,— —\ '. .4 x4 x3 8 / / R/$ Of I I I R/$ OT .__ _ y`+,•'II i,4"x4"x3/8" (6061-76 ALLOY) 7 (6061-6 ALLOY) "Alum.ANGLE EA SIDE. ./ Aum. ANGLE EA. SIDE. R` $ T EDGE IF APPLICABLE 7d' Ra/$ II 1 rm ` 17. - / HOWN, MAY BE EDGE IF APPLICABLE• ui N � I1rMIn I I f"�ALSO INSTALLED ALL MOUNTED STRAP TRAPPED MOUNTED �N GLAss _i I I PER SECTION R•-R' ON SHEET 8.) SECTION X2-X2 W1(G7:OR * ALTERNATIVE SECTION X2-X2.W/'(G)OR`CGS* (END & INTERIOR MUL LION)& INTERIOR 1ULLION),jz\ 1 . z 8 (W/ ORIENTATION 4 2) Min. E.D 7 1....1 1/2"xi 1/2"XO.a62"xCONT. ALUM. (Wf QRIEN19ON-�11��, �N 7 3/4 y-- "... �V ANGLE W/ 1/4"00/4" ITW BUILDEX (6"X4" OT 8%4") (4"X6" 6f'4"X8") ' w MINI E.D. T L TEK SCREWS ® 24" D.C. TO TUBE. i CONTINUOUS POURED— I '� • SIDE RAIL®NQT SHOWN FOR CLARITY �. CONCRETE(f'c 3.kd Mn.) `•-;. 17+ to` - . { 8"Win.THICKNESS REQ'D. \ i. .I ...! ,.. ... . ® . cr*.TBP/sOrm) .. .^T (IrP.TOP/sormu) „51 Ni1R1UUli�igr/l . 1 1/2" _ '� :1 1 1/2J !�''` �. V 1-,.... ._.._. 7 3/4" ,f L....4"x4"x3/a"x0'-10"(6061-T6 ALLOY) Alum.ANGLE �P°•\,\CEIVs�;•;`%''�� MIN. ED •EQ-�,•EQ^y"'EA. SIDE W/ (2) 3/4°0 THRU BOLTS TO MULLION No 44167& (2) 3/4"0 KWIK BOLT .TZ EXPANSION ANCHOR C ' .'�, �°:.� \ '' \, W/ 5' Min. EMBEDMENT TO POURED CONCRETEj*= FLORIDA BUILDING.-CODE (High Velocity Hurricane Zone) WALL. (IYP. TOP & BOTTOM). EDGE IF APPLICABLE, _ � E OF �` 0 2020 TILTECO INC. DRAWN 9r: WALL MOUNTING .MULLIONS (G�OR Nautilus M.P. POURED'CONCRETE WALL % F " ImpactProtectlreRolliogSystem /e 2Dis SECTION W-2 �r Cr.o I N a iE 11 II Itt1At' TILLIT TESTING"&-ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ^ END 8t INTERIOR WALL MOUNTED MULLION INSTALLATION* !/1 Axb RA.JNa.° °a xa NgaHUgrom Fl]N99 669 s.w.wNlneoaE Dr°vE / vxow:(.16:�Ti-mw.r"°.1xa1°n-n. 20-065 .. a-mall:sltacocaol.cam PORT ST.LUCIE.iL 34984 DRAWING No APPLICABLE TO ALL.INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 11A: '"°"`` °°°"'°'°°'°.`""' I °"-°°°° CA-0006719 -r.W IN, lI - .. ._ ... WALTER A TILLR Jr.P.E wn: m.". oo]vmi. Dart. ..... ...:..._.. ...:.._. ... . . .. P.E. SEAL SIGNATURE DATE FIARIDA Ue. 44167 . _.._. : ..,. .a,nir-w;. anivm . ...... sNEEr 11 of ze SCALE: 1/6°=1' .. / / ,.. ._.. .. a __. .. ..; 1/4'ox3/4'ITW BUILDE%TEK SCREWS - E IF APPLICAB ,EDGE IF APPUCABLE,\ . , 2"xMULLION DEPTHxt/8" Cant. f/ W/ 1'O.O.x0.060"GALVANIZED STEEL EDGE LE� � M. TUBE (TOP & BOTTOM) W�/� WASHER 0 24"o.c. J EDGE IF APPLICABLE 7 1/2' 4 2 1/2"\ 5/18.0 TAPCONS %L W/ 2 1/4",f Min. E.D. _� 7 1/2• Min. E.0 .�. Min. EMBEDMENT 024"o-e, rt —_-- _ _ (- 1 MIN..E.D. Am.�. .L_. 7 1/2" T 2. 1 1/4 I / ?" N POURED CONCRETE 1. 4-- \ I (• POURED CONCRETE 6"cMln THICKNESS IN OR 3 1/2" r,�r I \ / (f'c - 3 ksi Min) 3 ksi Min.), 1 6" Min. THICKNESS �; 4-DMIOR REQ'D• . I REO'D, a z" \ FOR 2 - G1.'` yI 4" l J I. CONTINUOUS POURED-�'` s�\ EO=1-EO.r. I END CAP I- d .m: 3 7 1/2 CONCRETE Pc=3 ksi Min.) "�`I 7 1/2 Min. E.D. 2 �" { ��. 2 ( ) I �\ 7 1/2" 2 Min. E.O. Min. E.D. :\ .s. / 6 Min.THICKNESS __ _ - ,\ °4 44 x4 x1 4' __ ' 'x4" 4' 6061-TB ALLOY) o REQ'D _ -_©OR G� EDGE IF APPUCABLE� N6amT ANGLLLOY)SIDE. I T 1 ?AIumXA/NGLE EA SIDE. EDGE IF APPLICABLE L7 EI(TII710R ALTERNATIVE SECTION X2-X2 W/(G)OR.O * ALTERNATIVE SECTION X2-X2 W/ .4W �o .: : ,(INTERIOR 'MULLION). END A INTERIOR MULLIONS) ® I ® (W/ ORIENTATION.R 21. WJ ORI ATION"N:1 I N Q/8 or .I Q/8 or 4 x6 or 4NEI"( ) (8 x4) R/8 or 1 I R/8 or n yw R'/8 fi i R'/8 OSEE MAXIMUM©(INTERIOR) & G1 (END & INTERIOR) WAIL —. - MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 3m ° 1" rrr�� (WALL MOUNTED SHOWN. MAY INSTALLATION CASES I' & IY ON SHEET 25 Exlsnnc IrMin I I: :' 1„"BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): j CLASS i I' MOUNTED PER SECTION R'—R' I ON SHEET 8.) INS7ALIATICN CASE I' — RESIDENTIAL AND COMMERCIAL "-`2 1/2•\ � 1 APPLICATIONS WITH ±60.8 p.s.f. I Min E.D t 1 1 1/2"xt 1/2"xO.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" °— ANGLE W/ 1/4"Ox3/4" TTW BUILDER RATING, 12'-0" MAXIMUM MULLION is MM. E.D. TEK SCREWS 024" o.c. TO TUBE: - SPACING. VALID FOR CONNECTION TO CONCRETE.W/ HILTI INC HUS—H OR —" POWER FASTENERS WEDGE—BOLT -- ANCHORS. "® 3 1/2 F\ I a 1/2 6' ® INSTALL MON CASE r — COMMERCIAL APPLICATION FOR ±100.0 TYR XM/"TTOU) - '�' �.' ' '' (1rFx1oP/6oTroN) .s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' t t/4 t t/4 1 MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2' - •—� �_4'x4'xt/4 xO'-6'(6061-'T6 ALLO`)Alum.ANGLE CO NUOtTI US POURED �� CONCRETE W/ HILT] INC KWIK BOLT TZ ANCHORS. 'MIN. E.D. CONCRETE(Pc=3Asi�- -E0"-�'EO . EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION 6 Min. THCKNES„ \ do (2) 1/2°0 KWIK BOLT TZ EXPANSION ANCHOR 011111101111 • SIDE RAIL Q NOT SHOWN FOR CLARITY I �,,� •;.�REQ D 1/4'Min. EMBEDMENT TO POURED 00 )TOP tC BOTTOM). WALL. `f� � EDGE IF APPUCAEILE FLORIDA BUILDING LADE (High Velocity Hurticona Zone). WALL MOUNTING.:.MULLIONS'(G�'DR ' .POURED CONCRETE WALL � = o zozo nITECG NC �)r u i�> GRawN 9r: No.44167 1!' t.EL �P SECTION W 2... 3 * z a us s*: * � ImpactprotecHveRo)71094"cm oa/e/zozo ' ®INC. Gnre OEND&INTERIOR WALL MOUNTED MULLION INS?ALLATIO{ STATE of CC _ TIWT TESTING'@ ENGINEERING DOW., EXPERT SHUTTER SERVICES INC. — - 'Q'•, %S, "' I.: 9)IMs, 69E S.W.WHITYORE DRIVE <x0)B,i-1C]0.7o:(>o�u,1-191 20-065 PORT ST.LUCIE,FL 34904 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING,f6 �` �� °"�D'D __G-0008719 MONO(B00 9-80.19 Ax () 71-0190 DRAWING No ... .. .: WALTER A nwT Jr.P.E 7z)e ova.Inv - un SCALE: 1/8' 1° V7j//41(11(II(III1N11�` P.E. SFAL/SIGNATURE/DATE FLORIDA U°,/44197 =°i ain',1-sa `dnn°m _ew,, sxEET 11A OF 2e .. .. .......... .:.:' Min. E.D..-_._.. ..—-----�.S Min. I.D. ... ,;._.::.GORH(11) 3/4'0 KWIK BOLT EXPANSION _......... �2 ( ANCHORS END MULLION ,3`x3"x1/2"xD'-4" I 1 -. (ORIENTAnoN5 #1 & #2). (6061-TG ALLOY)Alum. FOR (2) 3/4"0 KWIK,BOLT TZ E PiJ)SION ANGLE EA. SIDE W/'(2) " Min. E.D. .--'-9" Min. E.D..-7V"ANCHORS 0 INTERIOR MULLION '. 3/a"0 THRU BOLTS / . '• _`, 1 1/2" —� MULLION��j& (t) 3SION (ORIENTATION �2). � KWIK BOLT TZ EXPANSION �) I EDGE OF SLAB ` ; y,�� -7 LEDGE.OF SLAB _ EMBEDMENT TO POURED IF APPIJ5§ - IF APPUGAALE CONCRETE T TOP & ' ' (Typ. DWIDR I: POURED'CONCRETE-J. II (f c 3 ksi Min.) - 8" Min. THICKNESS - REQ'0. ° It EXISTING 6 W , I SECTION X3-X3 )' G2 (AND. MULLION ONLY) N ii I 1 ,Jz. -- ' 1.,1/2• W ORIENTATION-,#j) EX II "— n i iER10R 4:: (7"x4") r w'^ iro ® it o Q 8 - r1 _,; Q'/8 EXTERIOR a it I G2 . 4" EXTERIOR 3 II .._._.,.r: 1 1/2' .1 1/2. �N _._ ;._:tea•, , ® II 7 —_ yTOP/BOT(ON)II I (IYP.TOP/BOTfUN) 3 x3"x1/2 x0 7 (6061 T6 ALLOY) Z3.31/2..'�7 (6061 T6 ALLOY) I; II EO EO- Alum. ANGLE EA SIDE W/& 3/4"0 Alum. ANGLE EA SIDE W/�2) 3/4"0 II THRU BOLTS TO MULLION & THRU BOLTS TO MULLION & It - POURED CONCRETE (1) 3/4"o KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ EXPANSION n _W.-= 3 THICKNESS ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO 3 II _ 8'.Min. THICKNESS r. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & - r 1" REO'D. ' BOTTOM) BOTTOM) I I (END MULLION .ONY) (ANTERIOR MULLION ONLY) EDGE.OF SLAB (EDGE OF sLae ALTERNATIVE,SECTIONS X3-X3 W1 iF A LICABL£I iIF APPLICABLE (W/'ORIENTATION.L:2) ! FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X7) ':1 - Min. t,U;: - �. Min. ED:.—i._ ANCHORS ® INTERIOR MULLION • SIDE RAIL @ AND--BOX.NOT SHOWN FOR (ORIENTATION #2). �^-'--•••^'SD' Mtn,.EA.--- �r•-:c••••-:---9" Min. ED' -.......L--+-'FOR (1) 3/4'0 KWIK 6OLT ANCHORS ® END MULLION ►��FEJ1U// -� (ORIENTATIONS #1 & fl2,��4�� /LL4i _... FLORIDA BUILDING CODE,(High Velocity Hurricane.Zone) �;• \C E </� 02020 nLTEco INC. . FLOOR TO CEILING(.TRAPPED MOUNTING:MULLION: �� \ NSF Nautilus °"" �` ' SECTION W-3..... = N0. '� - '. jmpactPiOpeadveRollingsystear 06/°/2o2a . 44167 ` --,: IL E C O INC. DATE X' TIWT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATI `. ''F= I,j °��N. �- n 668 S.W.YMRMDRE DRIVE • STATE O // "" '(50'MT-170 r 'px)°"-'�' PART ST•LUC E,FL 31944 20-D65 .... -mWO linaeO0u01.e"m DRAWING Ha PNONEt(ON)749-9058,FAxi(7T2)ml-08f10 APPLICABLE ZALL INSTALLATIONS EXCEPT THOSE W!LIMITATIONS COVEREDV 14MR1 OAF,. �� WALTER A0n067619 P.E �R �.■ --- - - •.....•.+ FLORIDA U". M167 -'no n-[a-- appw SHEET 12 OF 28 - ♦ P.E. SEAL/SIGNATURE/DATE Y .,..._, SCALE: 7/8•= 1" _. .q��s \` - O SEE,MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, IQ & II EDGE OF$LAB[—(SEE SCHEDULE gt)� ... ..(SEE SCHEDULE®U'hDGE OF SLAB ON SHEET.25. IF APPUC T - j IF APPUCABLE .(LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): _ /. ; ® f` •/ INSTAL(ATION CASE I, :— RESIDENTIAL AND COMMERCIAL APPLICATIONS WITHR l 3'x3"x1/4 x0 7_.,: 1" 1' PRESSURE RATING,MAXIMUM' MAXIMUMDESIGN p 3" �" '_POURED CONCRETE (6061-T6 ALLOY <;,r )�' _... MULLION SPACING. IL .- (f'c=3 k9i Min.), Alum.ANGLE EA. SIDE I SEE SCHEDULE #1 FOR ADDITIONAL SPECS, SEE SCHEDULE #I. W/ (2) BOLTS T 1/2'0 THRU ^ n O MULLION n I INSTA-LA11ON CASE la RESIDENTIAL AND COMMERCIAL APPLICATION — W/ ±60.8 P.S.f. MAXIMUM A.S.D. DESIGN j. EXISTING—�'0 I R PRESSURE RATING, 8'—:0" MAXIMUM MULLION ! 2 EKIflRIO GLASS ri I G3 ; Z. SEE,W p 1" —•1 MITI I —1.. SCHEDULE 1 FOR ADDITIONAL SPECS. o u I� G3 I t/2. INSTALIATION CASE H — COMMERCIAL APPLICATION FOR t100.0'p.s.f. pi ° I DaMR 7 -'*—•, MAXIMUM A.S.D. DESIGN PRESSURE RATING, (SEE SCHEDULE�11) (S ANCHORS- 8'-0" MAXIMUM MULLION SPACING. SEE II I SCHEDULE #L FOR..ADDITIONAL SPECS. An NIS ® II oIS ALTERNATIVE SECTION X3-X3 W/ G3;* (W :.ORIENTATION . _ SCHEDULE A#1 (2"0" INTERIOR MULLION ONLY) -' 0 MIN. SLAB - MIN. EDGE B n I INSTALLATION THICKNESS ANCHOR TYPE $ SIZE i,MIN.ANCHOR DISTANCE FOR z= I CASES (TYP. TOP & BOTTOM) EMBEDMENT o ut II .��••••••------ - -- - REO'D. .. _ANCHOR n W ° iSIDE RAIL D AND BOX NOT SHOWN R j @ /8"0 HILTI INCINCHUS—H n FOR CLARITY. I'S .._.. I 4 , 2 1/2' 5 1/2" 3/8"0 POWER FASTENER II WEDGE— BOLT ANCHOR X3 li I. X3 .. _ 1/2^0 HILT) INC KWIIK ( (TYP.TOP/Bono)I I (T1P..TOP/BOTTOM) Ia 4" TZ 2 1/2" 5 1/2 BOLT „POURED CONCRETE II : 6. 1/2"0 HILT] INC KWIK 3 1/4" 7 1/2 I b BOLT TZ 3 W Min.), ._ ...._......... _.. .....,.. .... ... I .. .f SEE SCHEDULE #1, EDGE OF,.SLAB s I I EDGE OF SLAB IF APPLICABLE I IF APPLICABLE Min. E.D. ,_.� Min. E.O. (SEE SCHEDULE �1) (SEE SCHEDULE #1j a��\ �T �w FLOOR TO CEILING 1 TRAPPED MOUNTING:MULLIONS G3 `��` \CENSF'' ��'�� No.44167 - SECTION W-3 = ;. FLORIDA BUILDING CODE (H(gh Velocity Hurricane Zone) y �+ 02020 TiLTECO INC.' Nautilus ' us DeL�DT Im1iactProEecHve11019"wSysCem 06/e/2020 Q INTERIOR TRAPPED.MOUNTED MULLION INSTALLATION , it EC®,ioaC. H DATE TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS /r 20 ' en]xw,eM1a] Su]Oe oaml.om[N5,G.ao,ae 66R S T. WCIE.FL DRIVE 20-065 PAon. �510....: IU, .:._.. ..._.. ._ :..... .. a-mee; ItBco@aol.com _ - DRAWING Ho PORT ST.LUCIE,Fl..319Gt SCALE 1/6' 1' - CA-0006719 PNOHD(80D)7�9 9058,EAk.(773)E71 0990 , • .. - WALTEN A.TIWr Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLGRIoa u<.A 441e7 SHEET t2Aof 2e _.. .... EDGE IF APPLICABLE; 2'xMUWON DEPTHx1/8• Cont. - 1 ` � iALUM.TUBE (TOP & BOTTOM) W/ 1/4'Ax3/4•ITW BUILDEx TEK SCREWS \ 5/16"4 TAPCONS XL W/2 1/4" Wl 1`O.D.x0.060'GALVANIZED STEEL { Min. EMBEDMENT 0 24•o.c. 2 1/2 WASHER 0 24"o.c. 7 3/4" Min E.D MIN E.D. EDGE IF APPLICABLE 7 3/4')din. E.D. ,-_-i ............. CONTINUOUS POURED.. \ Z 4 . CONCRETE(f a=3 kd Ain) 1 p• I 1 7 t 8"Min.THICKNESS POURED CONCRETE REQ'D. I (f'c = 3 ksi Min.). \ I 8' Min. THICKNESS - \ D(TFRIOR ! L END CAP REQ'D. 4 w N 7 3/4' NOTCH WEB. - r4j"x41-x3/8- Min. E.D. "'' EO.-:EO. � •N (TYP. TOP/BOTTOM 7 3/4'Min. E.D. \ (6061-T6 ALLOY 77nn II Min 'Alum.ANGLE EA. SIDE. i ii .'(WALL MOUNTED SHOWN, MAY BE ✓ " mv' orLSTwc� n I U ALSO INSTALLED TRAPPED MOUNTED a GLASS 1i i PER SECTION Q'—Q' ON,SHEET 8.) EDGE IF APPUCABLET N II evrcpiro a a �T _ .: 1__ ulUYV1� SECTION X4-X4 W/ G? N z c I ® END & INTERIOR MULLION 3`" O'�g .n Q'�8 Yf: ORIENTATI N it 2 3 I (4.X�) } aPu .4' 2 t/2 \ ' -ANGLE W 1 4'0x3 4 ITW BUILDEX 0 �x Min. ED j` 1• ..,. /2"xt 1/2"xO.062"xCONT. ALUM. ,—fir r1'i 7 3/4. i.,.,.: .,. .:_ " ,I / / / SIDE RAIL D NOT SHOWN FOR CLARITY'. µl MIN. E.D. I TEK SCREWS � 24' o.o. TO TUBE, CONTINUOUSI POURED I 7 CONCRETE(f'c=3 I®Rn)--'� I 10" B"Min. THICKNESS j j . REQ'D. ® X4X4 (�10P/BDROY) .::.. 1 1/2• I ,, :�i 1 1/z (TVP.roP/I�rrDtO MIN.E.D. �`* '`74'x410/B•x0'-10" (6061-T6 ALLOY)Alum.ANGLE ��.�Q;•'4�CENs :;�� EQs EQ- EA, SIDE W/(2) 3/4.0 THRU BOLTS TO MULLION : F q & (2) 3/4'0 KWIK BOLT R EXPANSION ANCHOR No.44167 . W/5'Min. EMBEDMENT TO POURED CONCRETE ., '- EDGE IF APPLICABL ..,E WALL. (TYP.TOP & BOTTOM). ? : ..... FLORIDA BUILDING CODE (High Velocity Hurricane,Zone) WALL MOUNTING:MULLION STATE OF 02020 TILTFAG mc. 7�T ,�_•r ROURED CONCRETE WALL p �: Ns?il ds U.P. ' .o+. C0RD - SECTION W-4 , ImpaatProtectiveRolllagSys&- 06/a/2020 I t,, E'C O INC. DATE END&INTERIOR WALL MOUNTED MULLION INSTALLATION * °j''�� ,��``' TiLLIT TESnNo 4 ENGINEERINo GDNPANr' EXPERT SHUTTER "SERVICES INC. APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 13A " cx•"i�il`I w.": cGP�`ar"`1]IU'� Baa S.W. UCIE, FL 3495DRIV 20-oss e-mall•tlltamCool.com PORT 49 WCIE, X, 36sa4 DRAWING No .. .__ Pxaxsi(60a)74D-�OSB FAx,(TIl)aTl-OiBO SCALE; 1/8'= 1' CA.TILU`1J .. WALTER A 71U.Ir Jr.P.E. an ' P.E. SEAL/SIGNATURE/DATE FLORIDA Ua,@ 44taT >.m:n-+.. nnam �. ..... sxtEr to ar 2e EDGE IF APPUCA13 EDGE IF APPLICABLE 2NMULLION DEPTHx1/8' Cont. ...ALUM. TUBE (TOP & BOTTOM) W/ ,:1/4-0x3/4'ITW BUILDER TEK SCREWS •5/16"0 TAPCONS XL W/ 2 1/4' W1 I"O.D.x0.060'GALVANIZED STEEL Min. EMBEDMENT ® 24"O.C. �•———— � 1 2" WASHER 0 24'o.c. 4 3/8' Min. E.D. N. 4 /B• Mm.p E.D 1 1 MIN..E.D. .°,�. ... .7T7.1, ?. G3 i CONTINUOUS POURED CONCRETE(1'c=3 W Min.)� ,.::.�. v'e.'� _..... 2. 3 1y2" 8"Min. THICKNESS i -/ REO'D. Z.:... I J.. EXTMOR 'Min. E.D. W, :\' i •ti.:END CAP 4 3/8" Min. E.D. CONTINUOUS POURED.-.., I: CONCRETE(f'c=3 Id 6Tm) 0 8"Min.THICKNESS N REO'D. III Min: EDGE IF APPUCABLEf . it SECTION X4-X4 W/ g j (INTERIOR MULLION, o ri (WALL MOUNTED SHOWN, MAY W 'ORIENTATION 21 BE ALSO INSTALLED TRAPPED L. sLLn sNc'�n MOUNTED PER SECTION Q'-Q' 2 a ii i ON SHEET B.) ( "X]') o e -.�1EX1EM� Q SEE MAXIMUM G©(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'/8 ij i11Q '/$ SPAN INSTALLATION): INSTA-A11ON CASE I' - RESIDENTIAL AND COMMERCIAL Min..E.D '� �1 -- "'- 1/2"xt 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/B' ' p ANGLE W/ 1/4"00/4" ITW 13UILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN.IE.D.' TEK SCREWS 0 24" o.c. TO TUBE. RATING, 12'-0".MAXIMUM MULLION ._.. SPACING. VALID FOR CONNECTION TO i ® CONCRETE W/ HILTI INC HUS-H OR t X4 POWER FASTENERS WEDGE-BOLT X4 I. i (TIP.TOP/80ROY)3 1/2' - i (1w.TaP/Bat1Du) ANCHORS. 1 IPSTALAMON CASE W - COMMERCIAL APPLICATION FOR ±100.0 1 ( p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING.VALID FOR CONNECTION TO - ' 4 3/8' � N>:.(2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR MIN. E.D. \\ W/ 2 Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. (TYP.TOP&BOTTOM). EDGE IF APPLICABLE/ CONTINUOUS POURED 1111 //�� • SIDE RAIL NOT SHOWN FOR CLARITY CONCRETE(Fc=3 W Mr.) 0 ) Q`,• ✓ ��L ..FLORIDA BUILDING CODE (High VelocityHurricane.Zone 8" Min.THICKNESS REQ'D. WALL MOUNTING:MULLION ? 0 2020 TILTEW INC. ,�] y_• oHAWN 8Y. POURED CONCRETE WALL a N0.4416 i = t�'a!u l plus M.P. SECTION W 4 * * !��/+"�� ImpactProteC&1eRalllugSystem 06/8/2020 {r - - 1 t c 0 INC. -- DATE Q INTERIOR WALL MOUNTED MULLION INSTALLATION ' y��o; 1PTATE 0� ��:-`` T; T,EST,„ h ENOIN ER NO COMPANY EXPERT SHUTTER SERVICES INC w s n.x.ssu�u si..sm wrtarw Ic�exN.n arse 666 S.W.WHIT40RE DRIVE i LQRI� \� rno.,(sos)ort-ts»,rv,,gos)eTI-tmt PORT ST.LUCIE,FL 34984 20-065 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN a-mail:-COO e001.COm DRAWING N. �� - CA-OOD6i19 PHONE:(000)749-90ee,RU(772)e7t-D49D . .:. WALTER A, ..... .. . \\ . . . IU J P.E Uc r4167 . �.w omaVlW - wn v, SCAM. 1/8' 1" FLORIDAFLORIOA 4 w eDtllnmx own SNEEr t3A OF 26;. TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT.FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b;IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE Ill SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Tb & III') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"K. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W1 A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.8'OR T),AND DETERMINE MAXIMUM MG LLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(L, ,Gam? &1 ),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 PED&FORL L MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(G,G &(i�). Lum THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"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 Ia PROVIDES SEPARATION SHALL BE BASED ON CHART Io,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W1 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 FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 WI A.S.D.DESIGN PRESSURE RATING; I.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(�,GC�,(G�&(G?), MULLION TYPE&MULLION ORIENTATION, 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10,10A,11,1 IA.12,12A 13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED)OR WALL MOUNTINGS OF-MULLIONS INTO CONCRETE FORA GIVEN MULLION TYPE(p "` & 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME.STRUCTURES. STORM BAR SPACING. I , iUdii yy. FLORIDA BUILDING CODE (High Volocity Hurricone Zone) SAP \'GEPI 9' osozGnLEwWC. 7rTi�u(l�uas D YpBYt , i No.44167 1 D �IL' :E'.0 Impact ProtectiveFollingS�steTa 6 DA E • /,.,.,,,} TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. a' STATE OF. `6/4U�/ ^ +1+•ten.ec w.xis:lmmu cvranx n nlm 668 S.W.WHITMORE DRIVE 20-0655 y'Q•., ` ✓/ :(�osb7+-law PORT 57.LUCIE.FL.54984 r%�� F�ORIOA ` o-m"n:en"�"oa"Lwm DRAWING.N• ,.• \�� TA-0006719 PdONfi(600)749-9056 rAY pn)m1-alas w �'y�a S/QNAL E� P.E. SEAL/SIGNATURE./DATE WFLORIDA tic`0 44187E �1 ao+r ua W+lsma i 9NEEr 1a of zs SLAT PERFORMANCE CHARTS Ia Ib Ib 1& IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.1),PRODUCT MOUNT COryDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART I8 CHART Ib CHART lb N CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE ASD.LOAD -.. USE MAXIMUM POSITIVE A.S.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR .5/16"O TAPCON XL ANCHOR 5/16'o TAPCON XL ANCHOR POURED CONCRETE TO POURED-CONCRETE - TO GROUT FILLED CELL CONCRETE BLOCK MAX. MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. •LMAX.' (F�, •LMAX.' (FT) 'LMAX.' (F) MEASURED TO BACK OF SLAT (in) DESIGN WAD. -TRIPPED. ..BUILD-OUT" BUILD-out WALL TRAPPED BUILD-OUT .. RESSUR Bui�o--our' WALL TRAPPED BUILD-our-BuaD••air RATING MOUNT MOUNT M�Qu 16 MOUNT W/© MOUNT MOUNT VNT W( MOUNT W/© MOUNT MOUNT Y�UNr MOUNT W/® . SEE NO1E5* SEE NODS* EU7 SEE NDTES* SEE NOTES* SFE NOTES* & SEE NOIE4* SEE NOTES* SEE MOTES:k �J7 OU�* W/O STORM BARS W/STORM BARS _.(PSO SEE NODS* SEE NOTES;* SEE NOrM 30.0 20'-0" 15'-4".,. 20'-0' ' ::20=0 20'-0 15'-4" 20'-0' .. 18'-0 20'-0' `15'-4' 18'-0" 15'-6' '11 1/2 - - 4' 35.0 20 0 15-3" ...:20 0" 18'-D 20'-0' 15 0 19'-0 16 3' 20'-0" 15'-0' 16 3 14 0 µ„ : w..! 1/2"_....._.__.___ 4_. .- _.::.__.. -_.._. __...__.. ...__.._...__.__._�....._�..........._.... .. ._. 20'-0 15 2 19-T 16'-6° : 20'-O' 14'-5' 17-4' � 14'-10' 18'- 14 10 12'r9° � 11 1/2"�� 4"... �.__ 2 .. __......_..�. ._.. _._,.. !I5.0 ..20'-0 15'-0` 18'-0' 15'-3` 2D'-0`. 14'-2'. ... 16'-0" 13•-9' 17-4° 14'-2' 13 9 12'-0" 11 1 2' 4'. ... ! . 20'-0' ..:14'-10 16 9 14 2 79 .1 .... ..13'.-1'- '14'-10" _12•-10` - ... .13 1.: ..a ..:.12'-9" ', il'-0 .. 1.1 1/2' .....4. :.. . 55.0 20 D 14-8' 15'-8" 13 4°.. : 17 .9" 12 .. ...._ 1.. _11 .12__1. . ,15.0._, 12 4 •._.12 0" '` 10 6 11 1/2 4 . �...,�.._... __,.�..._.._. _,..._.-._.-_. .. .__ - ,...r _ _. -- 80.0 19'-5 13 9 14'-9". :.. 12-T...�. 16'-9 - 11-8'" 73'-2' � 11'-5 . 14.'-2 �. 11'-8' � 11'-4` 10-0 � _.11_1/2.,: �4' - 65.0 18'-4" _12' 11 _...13'-11. l l'-11' 15'-9" 11'-0' 12'-5' 10'-1,1` .. .13'-4' 11'-0' 10-10" :. 9'-6 --,,._....._._.. .. _ _,. __.__.....__. __.._. .. .._ _.. .. 70.0 - 17 4 12 1 13'-3' "'11-4 .15-0•... 10'-6' 17'-10°. 1�.-4�.._.._12'.-8.�... 10'-6°....._ _..._7�°-4"::.N :. 9. 0 11•... 4• __750 16 6 ........1 t_7 .., 12 7 _,10'-10' -- 14'-3` 10 0 11.-4' 9-17 12'-0 _ 10 0 9'-10" 8 10" 10 1 2' 4" 80.0 15'.-9' 11'-0' 12'-0" _16'-5"_ v 13_.7 _ 9'-5'. 10'-10" 9'-T 11'-7` 9' S' 9'-3`. 8'-6" 10 1/2" _ 4. 85.0 15'-0". ...10 6 11-7` 10'-0' ... 13�.0 9'-3`-- 10 5 .. .._ 9'-3'._. -_11'-2' ..9'-3" 9'-0` 8--3 - - 10 4 11'-2 9'-8".....: _ ]2',-6' 810_ 10 1"_.__ 81�..._ -:_ 10'-9 -....8 108 10 _ 8 0'..- 10 ._:. 4' - ...95.0 .13,-5 - 9'-8 10 9 8 4 12 0°._.. 8'-5•. - ..9'-9• ...8'-7' 10'-4. 8-5 8-6• 7'-9"_ .9..1/2'.. ...4,. . ....100.0- 12'-9' 9'-4 ',.10 5 9-1" 11'-8' W-4'... 9',-5' _10'-0' 8'-4` -B'-3".. 7'-6°_.. _.. - 9 1/2'...... 4°. _..._103:0...: 12'.2" '_.._9:r0'., 101-1". 8'-9" _. 11'-3 ..-8- �._....9'.-2.-__...._._8_2._.... ._._.9'-8' -8'-0' B'-0' T-4• .. :__8.- 4. ..110.0 11'-7' 8'-8" 9-9•.. 8'-6' 10'-11' 7.-10' ,8'-10` T• -11' 9'-3` T _T-2'-10' . ....J'-9" _ .. 9' 4 '. 8'-5" ... ... .9'-8' 8'-4°.. 10'-7". 7'-8` .. 8'-8' T-8' g'-0' T-8' 7. 8 .. T-0 9" ..4` 120.E 10'-8` 8'-1" 9-3 -2' 8 " 10'c3'. T-5' "8-5• 7'-6' 8'-11° 7'-5". . .�. .-.�._ ..._....__._..___.._ . _ ..._. 126.0 ....10,-2,. .�. 9.T-9` 9'-0' 7 11 .. 10'-0° 7'-2" 6'-2- 7'-4`_ 6'-8' _. _...____ .__�_._ T-9 9'-9,..._..... 7•-0` 8�-0` 7�-2' ....._.8'.-5'. 7_p^ .. .7-2' ..4, , 8 6. 7_7- .. - ^4 140.0 ... 9'-1' 6'-11 8'-4'. 7-5" 9'-1" - T-$ 6'- ' 71'. 8'-0' _ 61-10" 8-4' y. 4. 145.0 8'-10' - 8'-2• T-3` 8'-10' - T-6' - T-10' .. - - 8" 4' ..... -8-O". 7,-2„ -_ - 8,-8' __..- ...T-4' - T-9' .. - 8... .. 4. .�._,._.,_._. ......... ..:...W _.:.:._._ ...:.. .g'_3 :... .- :._7 10' ._..7 0". 8'-3' .. ..,,_.7,-2,....,.. _ 7-7' -... - -...., ...._..8,. ....... 4 180.0 .,__.8'-0'- ,.._ - 7--8' _6'-10'. 8-0' _ .:... .....T-1' - T-5' - - ... i - 8" 4 * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 111111t / ANCHOR SPACING D ULES ON SHEErS 7 SPACING S AVAILABLE FOR THE & 18 INDICATE THAT AN CORRESPONDING SLAT SPAN AND AS.D. DESIGN PRESSURE RATING. \Q\'•• 'BEN FLORIDA BUILDING CODE (High,Velovily Hurricane Zone) V ,\ SF c 202o Timm INC. �•] 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH Na r 8Yl lIS M.P. 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'® TAPCON XL ANCHOR, INTO = No.44167 - POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR - c ImpectProtectiveRoJ/fngSystem o¢/6/2ozo WITH 1 4`0 TEK SCREWS AT MUWONS CONNECTION. VAUD FOR IL' E GI O,IwC. DATE kl / o'•, STATE OF ` ' n HELD TESTING g ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. A'' aua ww.aen.s4 w aN0.HNmaA cwmus n vim 666 S W.WHITYORE DRIVE %. `I 20-065 ' 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE %,�� !JCL)RIOP \�\� �f _ FIN"L(8noj 742a B ae1E'FAY.(FL in)aIi-wNo .. n G.`' N-maC-00067oal.eom ORAWINO No �� St' •••'••••`` ��\\\ WALTER AOTN1(T1Jr.P.E. m,w .....mcamm vn :z•,. :. aaamw ..un .... DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. �4iiAAAI'ONA 1111`t P.E. SEAL/SIGNATURE/DATE FLORIDA U.}44167 an n-w aA/mm _ SHEET 15 of 26 :MAX ANCHOR'S SpAGWG SGHEDLRLE Va 1=OR-A GIVEN PRODUCT MLIUNTING TYPE W/.3/A"A K1NIK.RnI T 3 AN HORS TO PO )RFD QQN R T WA A G D DESIGN PRESSURE RATING&SLAT SPAN RANGE t MAX A.S.D.. ... ._ - PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'4 t > 7'-W t > 9'-12't > 12'-16't'' > 16'-20't `...._......_. .._55j6�. -_ 5 8" 5 5 8" r_SLAT t .. SLAT SPAN FOR A PRESSURE RATINGGSHALL r GIVEN A.S.D. - 7=1a...,_ 9 ..._... 8._, _ _._. _ SPAN EXCEED MAX. SLAT SL4T SPAN DEFINITION " .. _ _ _ INDICATED ON SLAT - - PERFORMANCE CHART ON MARRED U01 INT SHEET 15.. Wx A.S.D. Q1 AT QPAIJ PAN= _ : DESIGNPRESS r .. _. .. pp: 0'-d't .> 4'-5't > 5'-6't > 6'-7't > 7-8't > 9'-12't >12'-16't > 16'-20't - - ....>.708-.]2D_.....::`--9" ......... _..9• B 1/2- A' RI III O-OL IT M(]l INT MAX A.S.D. !I DESIGN ...._. ._..... ., 'PRESSURE, '_ '_ ._. •_ •.-.. g•_ - > 7-9'1'. > 9'-12't >.12'-16't ..> 16'-20't . TING ' _ .. E .. E E :. ..E ... .E._. (Eon _.... E —9- 9., . .�9`._.. 9 _m:,,9 ._ 9"�.. 9__. W9— '. " _ __9_ _._9.... "_ _� - 9"- 9 -7 3 4; . .7". 7 5 5j6 9 g,..,. 9._..:: 9............ 9 9 9__. 9�. .'....." 9.._. 9__....._..8 9 ,... 8__..:_....�_.:_>3T_.:. .8."_....,.. .. 9..:w.:.._. 7___ 7" 6" .5 5/6. 5_5/8 5.5 B '.......... _.9'_ 5 5 8' 5 5/8- 5.5 8" - -a&1,En--,._W9'--._..•.9°_- _ -.__9_,_ .:. Cr 5..,5j8" 5 �8".5.5.8 5.5 8:.;5 ..- t=tns_ 9?----a"...... 9__W._._8'__.=8 6 3 4�:6 3j4": 5 5j8 5.5 8•' 5 5 8. 5 - _.. _5/8 — _ ". Q.. 5_5j8. 5 5 B 5 5 B - s 7.1/i _._a " "ssB• -- {��Illii�ilfi C% _l `\�\�tAA F Cl6 rqz�,""-s FLORIDA BUILDING CODE (ffigh Velocity.Hurricane Zone) 2D29 TILTECO INC. �r DRAWN BY. ///1'�a�u us �, ImpactProtectrvrRollmgS}stem oR/a/sDSD No.44167 , C 0Tiwr TEsnND a ENOwEERINc cas.PaNrXPERT SHUTTER SERVICES INC�ij.� � qw asn.SL. inam,V. camo-name 8B8 S.W.WNTtYDRE DRIVE20-065 STATE OF •<<ao�ml+Ult y ft.(aas7a�,-,aT, PORT ST.LUCIE,FL.59989•;UII 06719 um DMWIND Na LA 0006719PNnNE: 000 119-9000' /AX: 7l9 0'ri 0990``` .. .-.. WALTER A'TIWT Jr.P.E. ... wrt ,w _...,. cnc - �iq�s •• •••N�.�,� P.E. SEAL/SIGNATURE/DATE RORIDk Lk.1'I91e7 us:.xw�. nro�o �._ _ .. .. SHEET ID Dr 2R MAX.ANCHORS SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t _ WALL MOUNT. DESIGND• _.. ... .. _ SLAT SPAN RANGE PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9-12't -> 12'-16't > 16'-20't - RANGE(pa.L) .. s 30.0 8 8 8 8 7 1/2 5 1/2' �_._.......__.._._.... _. ----.-. .... _.._ -._..._. .V....... ...... - ._... 8 6---. 4" _ 7- MAX.4 1/2" y 3 3/4" � SLAT SPAN FOR A >et tas g e 8 SLAT 6 1/2" 5 3 3/4" 3 3/4 �SPAN� t.GIVEN A.S.D. DESIGN >106 120 8 8 8 5 1/2" 4 1/2 3 3/4 C ] E PRESS URE RATING SHALL -- - EXCEED MAX. SLAT >121 too _ 8,:._,. 7 1/2".............._ 6 - -4 1/2. 4 3 3/4" - - - SPAN INDICATED ON SLAT >14.1-160 6` PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLATD SPAN...RANGE.- . ESIGN PRESSURE R Iffi 0'-4't > 4'-5't > 5'-6't ..:> 6'-7't > 7'-9't > 9'-12't > 12'-16't. > 16'-20't . . RANGE(pa.fJ ....:.. _. ... _. s"lo.o 6. 6" 6" 6" 6 .. . 6., 6• _ >31-40 6" 6" 6 6" 6" 6'. 6. _ -80 6" 6 5 _>t31-tas 6" 6' 6' 6' 5•1/2" - - - '5106 120" 5" - >12t-1ao 6' B. _. 5 3/4' 4 1/2' - - - - ..i14t tso 6' 6 5r ..4 1/2". ....-.... - - ..... ' BUILD-OUT MOUNT DEMN SLAT SPAN RANGE _ PRESSURE - 0'-4 t.:::.. > V-5,t ,.>_5'-6 t ': > 6'-7't _ ._ >. > T-9 t 9'-12't -1 s t > 16'-20't RAING .._ � �-•� RANGE(p.t E l E 3 E 3) _E E �.., E�.. LJ �. E E .. ICOi i..... s 30.0 6 6 6' 6 6 6' 6- 6-_ 6e_, e_._,... 6 6"__w. . 6' 6- 6" 6" 6" 5 1/2 5_t/2 4 1�2. 4"-_._... 4 3 3/4" >31-40 B. 6 6 6" 6 6' 6- 6" 6" 6 6" 6" 6" 6' 6" 6 6 5" 4" 4" 3 3/4'. 3 3/4'3 3/4' 3 3/4" - �. .._ — -- _ _ _ _. ._... ...... >41-60 6 6 6" _-6" 6 _ 6. �6.� 6� 6" 6" 6" 6" 6 6" 6 4., 4. 3 3/4. 3 3/4 J 3/4 >61-80 6" 6 -. 6- 6...... 6 6.._ ..6-m- _.6".�,5�?/2 6..__._ 6 - 5- 5" 5" .4"_ 3 3/4" 3 3/4 _ 3 3/4 3 3/4", - >et 105 6 6 6 6" 6 „fi. 6'. 6" 5 3/4" 4 1/2".4 1/2'13 3/4. '3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 37v - >10e 120 6. B w „ 6'.. 6,. 6 5 1/2 5.3/4 5 3/4 4 1/2 4 1/2 '4 1/20 3 3/4; '3 3/4�33/ /4 3 3/4 >121 140 6" 6 6 5 5 4 4 3/4 4 3/4" 3 3/4 4 1f2 4 1/2" 3 3/4-3 3/46 6 - 5" 4 1 2 4 1 2" 3 3 4 4 . 4 - 4 4' - 3 3/4' /4 - - - - \`\0,�?� IA11Tl��TLORIDA,8UILDING COD E High Velocity Hurricane Zono) CE �•� ozozG nLTEco INC.wc. A)�� 5' 6RAWN BY. L� �sF _. _a `► ImpactPtntectiveRollingS�stem G6/e/tam No.44167 O�Nc _ DATE •* * TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. - `� (O ays ao 1 M��sx cNmi aT¢,R a�taa 665 S.W.WHRNORE 6RIYE Y . DRAWING e PORT ST.LUCIE FL ldBe4 STATE OF -m"C wt.ccoueLc"m " �• �� ALORIDA Uc./4N67 PNOmGt'dFeuO).748i FAX; 771 a71 U9B0� 17 OF 28 CA-GTILUT Jr._ ,. wuTFa a nwT d P.E. ax�. axon.. urz r... _ o.rz• P.E. SEAL/SIGNATURE/DATE �� tturllnutlq�ilaN� ........ .... w.. MAX.ANCHORS SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE.Wl 5/16nO TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D,DESIGN PRESSURE RATING&SLAT SPAN RANGE t 'WALL MOUNT WYL SLAT SPAN RANGE ' ..DESIGNPRESS A.S.D. -. .. RATING 0'-4't > 4'-5't > 5'-6't >6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(P.e.f.) . s 30.0 ....8' 8" 8 8 8: 8,. 6 4 1/2" >31 40 8• 8• 7 4 1/2" - - _..._. _..... - _ >4t 60 8 B. 8 8 8" __4 1/2 .i >st ea a e. 7 1 2 7 5 1/2' SLAT MAX. SLAT SPAN FOR A >81 t05 6 B .. ....,._...7 1/2" 5 4" - �--SPANS _., -- GIVEN A S.D. DESIGN .,,,, _. PRESSURE RATING SHALL >Tos tz0 : _e- 7._1/2" 6 R EXCEED MAX. SLAT 5 - -. ';__..... - SPAN INDICATED ON SLAT PERFORMANCE T iut iao.: 7" 5". 4" - - - - SHEETTI15. CHAR ON - SLAT SPAN DEFINITION TRAPPED MOUNT SLAT.SPAN; E DESIGN .... _ .. _.. . . PRESSURE .. _. .. _.. .. .. ... _ RATING 0-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't :> 9'-12't T> 12'-16'tt:> 16'-20't .RANGE(p.ef.) _.. .... - __. _, ----_� ._ ..... _._..-._....._ _ 6. 6. 6 6" 6. _ >81-105 6" 6"_ 6 4 1/2' 4 t/2 - _ ..... -,... -.....-. _.,..m._ >to6 tzo 6" 6" 5 1/2 4 ..., 4 1/2" - - >121-140 = 6" 5"- ....4 1/2' 3 3/4" - - - - ._.._ .._ _ BUILD-OUT MOUNT. SLAT SPAN RANGE PRESSURE o`-4 f .> ¢•-5't .. > s'=6•t.... _. >s-Y t. .... >..7'-8't - >.-s'-12't > t2'-ts'.a ..._ -.> 16'-20'tRATING - RANGE(psf.) E Ly E E CE. E E E E E E E :. E E E E E E s 30.0 g^ B" 6 6:.:. _._ 6 6" 6" 6" 6::,. _ ..6_.:_ ate. 6" 6" _6" 6" _6 .w... B 5_1./2 4.- 4..1/Z - .-: ..._ . _ .. ..._ >3t. a0 6 6" 6" 6° 6" 6• 6 6" 6" 6" 6 _ ,,._6 6 6 6" 5 1/2" 5" 4 - >4t-606 _.6 ... _�..6- :_6._ 6" 6" 5 1/2 5.t�z .......6.. ... 6". 6" 6" 6" 5iI2. 4 .1I2_.: - ,3 3/4 .. _ - " . .�6.-_ 6" 6` 6" W .. 5 1/2 5.1/2 5 1/2^.4 1/2 5„ . 5 4..., 4. :4 - 3 3/4" - -. >81-105'. ...:6;:. ... 6... .__... ...._ -_. 6" 5 1/2° 5 1/2 .4..1/2` 4 1/2`"4 1/2 3 3/4; n~ __ >100 fzo 6• 8 >f2t t4C -. 6 _6 - 5 1/2 �.�4. 4. _ .3 gj4...3 3 47 - - - - - _.... 5. 4. _ .. .. ..FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 20 TILTECO INC. ... �•r�O*a'. . DRAWN er: `.�`\�� •• 1 ''�. . C+2 .. m�ur�e efi� M.P. Q" o/% ' _ `' 0 0 Impact l°�niectiveRolliag.System Os a 202D `�. \,CEN,pF 'asr �'.'.�®�Ne,� DATE N0.4416 n TILT TESTING&ENGINEERING CONPANT EXPERT SHUTTER SERVICES INC. ' , ,� bus N]rA+.bL,s+a.C3,wrWw.awm19,R.:J+bG 688 S.W.WIi17MOgE DRfVE 20-065 Pnor" (60s;67+-+sss.r".:p9s)81+-rm PORT 57.LUCIE.FL 34984 �( e•-fn911:GN ©19.c9rn PNONP. (609 M-9036,FAX(774 87I-0990 DRAWING N. CA 00067 S'd STATE OF r WALTER A.TILLIT:r.P,G +m' �+"^1pX' ^`A �•MO +�p••' F h : P _C' SEAL/SIGNATURE/DATE FLORIDA U 44167 •aa:n-w n� SHEET 18 OF 6 s ... .:. 7 _. .. SCHEDULE VC; Vx FORCES (Lb/FT).&Vy FORCES (Lb/FT)ACTING-AT.JAMBS FOR AN A.S.D. DESIGN PRESSURE RATING RANGE, SLAT SPAN, RANGE FOR POURED CONCRETE OR GROUT FILL ED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAX.A.S,D• _... SLAT SPAN RANGE . . DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'=20' RATING :. Vx V VX vy Vx Vy Vx Vy.,__ Vx Vy Vx Vy Vx Vy Vx Vy_ :5. 30.0 10 60._. 10 75 165 .90 238 _ �105.....- 421 135 594 180.. _ 999 240 1390 . 300' .>31-40 10 , .._.,.80_._..=10 100 386 1 120 440 140. 398 180 823, 240 1328 320 1823 . 400 F. >41-60 10 120 290 . . 150 : 794 180 509 `: 210 708.._, .. 270 1266 360 1962 480. 2553 .........5..I..82 -. . _.. >61 80 10 160 6,16 200 767 v 240 796 .280 1007 .360 1695 480 2422 600 2547 596 _123__ 210 550 263 711 ........ 315 • 1 142 368 1372 473 . .2009 91 2492 638 5 . �. >106.—.120_ . 3.13 240 728 300 881 360 , _1345 420 1587 ; 540 2112, 640 — — — — _.. >121-140_ . 552,.. ..280 960 350 1003 420_.. 16.12 490 1869 630 2039. 635 — — — — ,. >141-160 781 320 _ 1186 . 400 1322 480 1873 . 560 .1740 640 —SLATSPAN� C RI AT .SPAN DEFINITION *NOTE 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 FOR Vx&Vy VALUES. y v1 SIDE RAIL'S --"VX V ' FLORIDA BUILD(NG.CODE(High Velocity \\\\\\A��,,\••.`,.I...u.l.fj) . Ve,lOCI Gcan4e Zone) 02020 TILTECO,INC. DRAWN BY Nautilus .. P .`yaT: \CENS 9 s \. •.•{ t` ImpactProtecdveRoQiugS�tem 06/a/2020 s 2`aC No.4416 - -- ' EC O�Ne EXPERT• SHUTTER SERVICES INC. DATE • — TILLIT TESTING a:-ENOIHEERIN-COMPANY tin kw,w n,sl.wa,trtora winos,n.urea 660,S.W.WHITMORE DRIVE ZD—D65 _*: * ....�✓J�. Pnw:'al�a)eFt-tGw I' (ws)an-inn FORT ST.LUCIE FL.34934 i�;• !� w s-m.J: .coot.Isom P DRAWING N. STATE OF . = - - i�''. _. ...... WALTER A ITHN�J,P.E °rt F FLORIDA U..t 44,67 emu'e0� t9gh/�#F SHECf 19 OF Y6 PN 7 T7x ae71 0990 0 RID . SEAL/SIGNATURE/DATE SLAT PERFORMANCE CHART Ib l & IC is tONLY.VALID FOR 11T SLIP!' SLAT PERFORMANCE CHART.IIb j & IICl::(ONLY VALID FOR 114"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S:D.DESIGN PRESSURE RATING'(ps.f),SLAT. FORA GIVEN MAXIMUMAS.D.DESIGN PRESSURE RATING(p.aQ AND PRODUCTMOUNT FORA GIVEN MAXIMUMAS.D.DESIGN PRESSURE RATING(P.B.QAND PRODUCT MOUNT CONDITION FOR .SLIP 118"AND PRODUCT-MOUNTING TYPE.FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL BELOW INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW W(Z),(4"STUDS AS PER LIMITATIONS ON DETAIL.1 - .. ..... ._ ._ _.. CHART Ilbl CHART IIC1 1Lg wiafw f(NLE!n'IInOf P6511A'E AND)maNE Asa IDIO I!�IIALMY Pe'RAE Am ID50 IRI[ CHART Ibl CHART ICI RMUIRED NN.'SEPARATION TO _. MAIL 1j�. MAX. BAN GO imam °— -IIg I+uwer.wl7E AmHMMET1�n(nl ., I AS.D. aAs.tEsrREa.m BMK OF 'r USE MA)GUIH POSITIVE r USE MAO"POSITIVE � '(R).... WOOD GRADE DESIGN .SLAT:mr ...... APCON XL ANCHOR. A.S.D.1A10 VALUE MI WALL BUILD-OUT ..... .. . 5116"OTAPCONXLANCHOR ASA LOAD VALUE 5116"0 T.._ RATING MOUNT '-m W/0 STORM BARS ►jN(;' - MAX.SLAT SPAN Rfgmm Mm.Snvm7 N MAX. ..REQUIRED MAX.SLAT SPAN PFA(RRFD MIN.SEPARATON TO GLASS VERIFIED 70 A.S.D. L.MAx,• tt 10 CLASS IESUB1fD.M SOUTHERN PINE¢2(G 055)...,; 60'. 4-5" ..4'-5" 4--5- DESIGN {tt)PRESSURE a 6tD our BACK OF SLAT b PRESSURE O I IIOUGLAB FlR SOL G 0 46 66 4'-5` a 5• 5 1 2 .. .. WALL BOLD-wR ''ewn-our { .) /' RA1M W/ %w/ W/0 STORM BARS '. _ ,RA1INa, mom W/ w/. W/0 STORM BARS - SPRUCE PINE-FlR-SITH(G=0.38 60 4-5-- 4'-5- ` (P•a•t•) AE I1D16n (g f61rme 181RSe ._,. .... .:_,... ..(D•s.f.) HORsd MEMO&- WAESn�� __... .. .,,.'r'... 30_0! 10_0• 10'-0' 10'-O _. ..::._7 1 2 30.0 -: 8'-3.'_ 8.--3-_ 8•-3•. / -- 35.0» 10-o• tp 0 ..10 0 7 1/2" .. 380« 7 9 7 B 7 9 5 1/8 Yn Yn t0'o_ 10 0 7'1 2' 4A0« 77 7.,7 7 7 S 1 8 ...... !f/" f!/9,f ✓'! 1 f 45.0_W 10 0 10 0 10 0 7 1 2 4tL0'« 7 4 7.4_ 7. 4 5 1 8 _ _ r- -- ---- -- 60A•« 10 6 16 0 10 0 .7 1/2 ..... SOA«• 7 3' 7 3' _ 7 J ..5 i/8 1T__,__-7� 59.D�'« IO m0 10 0 1U 0„ T 1 2 SB.O�•• 7 3 7 3 7 ( 1 B00«� 10-0• 10'-A` 10-0' .. 7 1 2" 60.0•«� 7-3".... 7 3`� T-3' � 5 1 8' I. II `� II I,r�3x f2-O .FOR WALL MOUNT$_ I 'i z as• SLAT PERFORMANCE CHART MI: (ONLY VALID FOR 1W SLIP) — I TOR BUILD ('- -our 3 6 3A•I, LUX I I I .f1PDLN0*IDTH < I VAL W281r k • 1 . FOR AGIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.sQ AND PRODUCT MOUNT '11 4BO-Y fM LL IL CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW _ I ._. .._ .._. i � ... MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: CHART Mbl CHART IIICI ... ,. . .. ... �`�s\ USEsE MA701L14L PDSDIVE a_)A"PLYWOOD AND ) .``.�a .t'\,.. � .i 1/2"PLYWOOD AND ( ... - - - •VALID FOR DUXiIAS-RR�UTH(0-0.46) )2'k4•WOOD STt1D5 Yn .--•(2)2'xB•YR700 STUDS SOURS!WE 02(G=0.� �Yn (TIP.EACH W&GMMD)T � CM.EACH SIDE BEYM) SPRIUCE PRE-FIR-SRH(G=a36) . w1s eTAPconixLnNCIioR A=LOAD VALUE DETAIL 2'(ELEVATION) VALD FOR DOJGAS-FlR-SO=(G=(46) DETAIL 1 (ELEVATION): MAX P 8 {°05) � yµMD SLAT' m 9CUIFfdJ p mOLA A.S. � vxlD FOR 3J11FE3E POE (c.o5s)Lwx oF.s1AT nD PT . umD-a BUD-our J _ .RpTB4G NOUNf w/ -6w/ - W/O STORM BARS ... SLAT SPAN DEFlNITiDN .. M A HMO A) SEZ Na=6) - SLAT SPAN DEnNITTON 3D.0• 12'-0 12'cO - .. 12'-0• 9" 35.6« 12'-0- 12'-0" 12'-0' ,..:... 9 A NOTES 45.0»• 12'-0" .12'-0" 12'-0' s" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN p AND AS.D, DESIGN PRESSURE RATING. t:.WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SIDE OF OPENING SHALL BE 33". INSTALLATION INTO WOOD FRAME STRUCTURES FLORIDA BUILDING CODE (TTigh Velocity.Hurricane zone) • /', O 2020 TILTECD INC. DRAWN BY, �u us \\LENS n1:ur rlsnlLa —`4 ImpactProtecErve, JngS)stem 06/e/2020 No.441 7 LING a:� DATE ' ENGINEERING CO. ' EXPERT SHUTTER SERVICES INC. ' • eu m..su,.]�.Naewu e+«aas.n]]lee 668 S W.WHITMORE DRIVE 20 065 _ PORT ST.LUCIE.FL 34884 - 00ool.com DRAWING Ho S . fA 00a6718 PHONE- Bab)749-YD56,rA76(77 'Y71-OBYe ,. STATE 0 -. ... .._. W0. c. I'Jr.P.E oaaonxw wa omavnm O• F .••�,SEAL/SIGNATURE/DATE FLORIDATD1a Lk.(4a1e7 a6 I>-� anirs+e: �. sHcn 20 ar 26 ,Nk,/1y,O NIA O:`i\`\\\`�., 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'W"WOOD STUD WALL MOUNT TO 2"x6".WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET.201. '(SEE DETAIL 2.6N SHEET 201 KAXAb.UDESIGN_ SIAT SPAN RMFGE DESIGN SLAT SPAN RANGE 4 Fi` WOOD GRADE PRESSURE WOOD GRADE PRESSURE r a r r a RATING a RATING O'to4 >4'to5 >5to6' >6'to7' >Ytoe' '>8'to10' >tUto12'. . i :............:. NGE 00'm RANG .. - ._.. - 5...30A....:' 6" 5 30.0 6". -....6".... ... 6" 6" 6 B.. ,...... SOUTHERN PINE #2 40 s SOUTHERN PINE #2 _40. s" 6" s 6 6" 4 3/4" 4 ` (G=0.55) 45 .. 6" (G=0.55} q5-. 6 _ .6" 6.� 6„ - 5^ 4". 3 1/2" _ _ _...__�..._._.....__._._._._...; _ 50 6" 50 6„ 6„ 6' fi" 4 3/4" 3 I/2 60 -6" .. 6U 6" 6" 5 3 4" $ I 4" _.3 3/4" ,. 3" - DOUGLAS-FIR-SOUTH s�30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6..,. 6 6" : 6�- 6 6" . 5 �,(G=0.46) 40 .. .._.6" (G=0.46). 40.. ,...6" 6" 6" 5._1/4".5 1/4"..4 1/4" PRUCE PINE-FlR-SOUTH r SPRUCE.:PINE-FlR-SOUTH . 30.0 - _6".. G-0.36 s 30.0 � .6" 6" 6" 6 ...fi" 5 1/4" 4" ' BUILD-OUT MOUNT TO 2"x6".WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 26; DESIGN .. ...... .:.. SLAT SPAN RANGE ... - - WOOD GRADE PRESSURE 0' ... .....- >4-5 r > !-6'' 2 h,;7' * - >7-9'* ....>g-10''� '.` >16-12 * . RATING ._. .. _ .... .. ..._ 0 G YOIINF W i1611NF W E:Yd1M'N YOIft1f:N� 1101GI7 W YIXWi.W YOl►IF W 1KKWF N 7MIRR W E tlDWIF W E 1/DUNT W E MOUNT N 110UNT W W0t07F W . 5 30.0 s,. g° 6" 6" 6' fi„ fi,. 6,. 6„ 6" .....6•... 5"... 6 .5" _. --_- -_. __.__ 40 6 6°� 6 6 6. 6__ 6 6" 6 6 5 1/4 s 1/4" 4 1/2 4 1/2" SOUTHERN PINE #2 -- `--- -...- --..__-- __._:______�. _.__ _ 5 _6" 6".._ 6"_ _ 6-a......_._6 6"._;_5 1/2"J:5 1/4" _ .. 5" 4" 4' 50 6" 6» fie... B. 6 _ .g" 6.. 6.. - 5 1�4» :..5.1/4' 4" 4" _;•_.,.,., 66 6•' ......6" 6" . 6" 6" 6" S 3/4". 5 3/g" .. 4" 4" 3" DOUGLAS-FIR-SOUTH s 30.0 "6" s^_... 6''_. 6': ... 6" 6" 6"...- '...6". ...6 6" 6 ...__6..__ _.5" .. ..5"... (G=0.46) 40 6"... 6" 6" 6" 6" 6". .5.1/2"_ 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2`. 4" 4" SPRUCE PINE-FIR-SOUTH < 30.0 6" 6` 6 6" 6" 6" 6" 6• 6" 6 5 1/4" 5" 4,•, 4" (G=0.36) *.NOTE• MAX. SPAN FOR SLAT FOR FLORIDA BUILDING CODE (High Velocity Hurricane lone) A GIVEN A.S.D. DESIGN �}ii til" t PRESSURE RATING SHALL �O"�G�`�' ��/ 'i, 2026 TILTECO LNC. ORAL BY, Q EXCEED MAX. SLAT �`S,� �CENS ` L 7mpsetPro"Ovd-RolliagSystem ooJe/zG2o SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON _ I � _: = tee. EXPERT SHUTTER SERVICES INC. DATE h0.44167 _ n u7 rzsnr+c r< ENGINEERING COMPANY 2O-O6S SHEET 20. c A� a u�cvs,n»tee 66e S W.WH TUGRE DRIVE Pafl L E Fl_ /z�'W 4us'Sjsd:U11.e'.r.ir:(e0etn,Ise, ST LU 1 3 4 e-mall•UlLeco6aol.Cnm 00[ (007 7a0-0055 FAX(772)117I 08 0 DRAWING N. o'• STATE OF �`', cA-000677a e� •. WPLTER 0. c.1 Jr.6 PN , 0 f' FLOFODA Lic,d 44767 uv e. .. ". "ecnrrm .wn p�;•,• (O fllpP ��4`�.E. SEAL/SIGNATURE/DATE �-m 7[u �cnn� � sNEt-r 21 GFze . ,..... ._ ... ..__ ... ... . .... ... . a .. ... ON AL TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft).FOR A GIVEN A.S.D. DESIGN. PRESSURE RATING,(p.s.f.), &A GIVEN STORM BAR SPACING,(f) DESIGN STORM BAR SPACING (FT) PRESSURE RATING 2' 2.667' 3' 3.5' 4 4.5' 5' 5.5' 6' 6.667' GE .s.f .. 30.6 11'-O" 1 1'-0"-...... 1,1'-0" 11'-0" 11' 0 11'-0" i t -o", 1'1'-0" 0" 11'-0 _ THIS REGION IS ONLY VALID FOR INSTALLATIONS' 35.0 11'-0". 11'-0" 11'-0". 11`-0" 11' 0 11.'-0" 1_t'..0",. 11 -0" 11'-0 11'-0." W 1 OR MORE STORM.BARS.PER.,PRODUCT. -_, _ 40.0 11 -0" 11'70' 11 -0 11'-0" 11'-0 11'-0" ,. 11'-0 1 1'-0" 1�'-0 11'-0" . 45.0 11'-0". : 11'-O" I i'-0" 11 -0" 11' 0" 11'-0" 11' 0" 11 -0". 11'-0"..:. 11 -0. _ M_.-- ...:..._-.. ... . A._. _ _ -- _ mo 50.0 11 0' 11 O' 11 0 11'-0" 11' 0 11 . O" 11'-0 11 0 11_'-0 11'-0" * HIS REGION IS ONLY VALID FOR INSTALLATIONS _.._..___ __.- --- y ;- W/ 2 OR MORE STORM BARS PER PRODUCT: 11'-0" 11.'-0' 11 -0' 11' 0' 11 0"55.0, ., 11 -0' 11 -0" 11 0" 11'-O" 11'-0" ._...,_...... , _..... �. � __,..._,_.. 60.0 11 -0" 11 -0" 11'-O" 11'-.0". 11'-O" 11 -0" 11'-0"_. ' . 1.1'-0" 11'=0" •, - ' 65.0 11'-O" 11'-0" 11 0 .. 11 -0" 11'-0" 11.'-0" 1.1'. 0' ., 11.-0" 0" _ . . _ --- - _.._._ .._. _ 70.0 11 -0" 11'-01, . ',_::.11'-0" 11'-0" 11'-011 11 0". .11'-0" 11'-0" * 11'-0 * - ._. ._ ..... ._.. 75.0 1.1'-0" ." 1 1 -0" 11 -0" 11'-0" 11'-0" .1 L'_-0" 11'-0" 11'-O" * - _..__ __..._ ..___ _ .._._.___..._ .._ ._...__ .._.._ 800 11 0 11 0' 11 O 11'-0", _1.1'.-0".. 11 0" 11'-0" 10'-10", * - 85.0 11 -0" 11'-0° 11'-0, 11'-O" .. ...11'-0" 11'-0" 11'-0" * - - - 90.0 11'-0" 11'-O" 11'-0" : 11 -0". 11'-0 11 -0" - - .. - -- _. 95.0 11' 0" 11'-O" 11 0" 1.1'-0" 11'-O" 11'-011 - - - - _:,.. v.._ .._. . ...__._ _......- 100.0 11'-0" 11 -0 11 07 11 -0" 11'-0" - - - 105.0 11 -0" 1 1'-0' 11'-0" 1 1';vi 1 1'-O" - - - ---- _: _- _ _.- 110.0,. 11'-0",.. 11'-0' 11 -0 11 -O" 10'-10 �____._ -�___.. _ _...._ ....._ 115.0 11�-0" . 11'-0" 11'-0" 11'-0". - - - - - - --- - _..__. .: .._. - 120.0 11'-0" 11'-O" 11 0" 11'-0" - - - - - 125.0 . i 1,_011 11._67 11'-0"_ 1.0 _ 130.0 11 -D" 11 .0' 11 0 - - 135.0 - - - 140.0 - 11 -0" 11'-0" 11 0" 145.0_ 11 -0" 10'-11' - - - - 150,0 _.. m. 155.0 11.1.,-0"_ 11'-0„ - 180.0 11'-0" 11'-O" t. - - - * MEASURED IN BETWEEN CENTER LINES OF STORM QARS IN p Ijl"�� FLORIDA BUILDING CODE:(High Velocity Hur6cone:Zona) :FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM `` _ \C�E:N•st ��j��i O 2020 TILTA INC. DRAWN 8Y: udlus IIIIIJBCt PMteedve RoNingSW- 06/6/2020 No.4416EXPERT SHUTTER SERVICES INC. a` =)}� ii1'fLNY:WTES.16a5 ENGINEERING,COMPANY 668SW WHITEIORE DRIVE _ 71r :�}• // -L020 Pmn.:<wspn-lsso P (seslen-1551 20-065 -moil:ult.o 1 om PORT ST LUCIE FL 34984 L•'Q " PHONE,TWO)719 0056 TAX t772)811-C990 ORAWINO No STATE OF cn o0oa71s ._.... WALTER A.TTU.rr Jr P.E. m .•: amevm tt ...ooem,non . T'• �ORIDP �4 SEAL/SIGNATURE/DATE FLORBM Uc.J:44167 SHEET 22 OF 26 . e 'ONAL ��arF�unnuuTa�ll TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TORAND 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(p.s.f.) &STORM BAR SPACING ft &STORM BAR SPACING..ft OEM' STORM BAR SPACING"a"-(Fr) oESICN` -, STORM BAR SPACING"a"70 PRESSURE ... ... ...,...:'::. PRESSURE .... 12.667- BAnxo2.667 3' 3.5' 4' ... 4.5' RA1Ric 5' S.5 6' 8.667' V 3' 3.5' 4' 4.5 5' 5.5' 6 , 6.667 B.0 D ` AB.C.D 0.8.00 A.BJC,D .A,B,CD -A�.B C D .:aB,C,D,: B,C D M C,D ::30A -aB C,D B C,D aB,C,D A,B,C;D A,BC.DFA.8,C B C B,C A,BC35.0 ..A,B,C,D. AB,C D -,A,B,C D _ AB,C D A B C`D A,B C,D `. A,8,C,0 .aB,C D A 8 C'0 A,B�CO..! 3&0 :"'A,B,C,D aB,C,D A,B,C,D ''_.A,B,C,D A,BC.". A.B C .AB ..A .ABC D - AB,C D r 40.0 ..A,BC D AB.0.D A.B,C,D A,B,C AB,C A A A 40.0 AB C D 0.B,C D A 9 C,D :0.B,C,D aB C D .BC,D AB,C D ..AB,C.D �__46.0 , AB,C D ABCD a8 C D aB,C D .. A.B C D A,BJC,D AB,CSD A,B,C,O B C,D._' 0.8;C. 4b.0 A B,C,D AB,C0 B.0 A,B C ABC A A A ..S0,0 !B CD AB C D A,B,C 0. 0.8 C D. . : 0.B C 0 A,B C,D.: AB,C,O AB•C,D AB,C,D AB,C ';. 60.0 AB,C•D . .. AB C D: AB,C AB,C A A A A .55A AB,C D AB,C,O AB,C D A,B C,D A.B,C,D A.B.0 D :AB.0 D aB C D A.B,C. __ A_B•C.AB.GD .AB.0 .AB.CA.BC_... _680' . A.B,C D. ;_hB�C ,_AB,C A A A - AAAB,C DABC� . AB,C D aB C D ,,A,B,CD B AElrO D AB.0 ...AB.C`.. ..AB,C AB 650 aB.0 O aB,C A.B,C AB .A ..:.A A ..... . _.....-_. r... .. _ _A 70.0 A,B,C•D 0.B,C,D. B�C,D aB•C D ' A•B•C,D A C A,B,C ABC aB .__ .__ A. ...: _..7a0 -A,BsC D A,B,C _AB - .A - A "`.:A A _ A A A_._. :. -75.0 ;�:.A BBB D .,,.A.B C,D.... .. 8 C.D. A.B.0 D. A.B,C D ._ArB�C ....._..!�B�C^- AB A A. ..75.0 .A�B.C,_D ....ABC -A _. A A .,. A _A A ........._. �80.0 A,B,C�D A B C,D 8 CA AB,C D ':_ aB C ';A B,C B C A A A ._"... - _. .. _. -,- ,._ _ -,. _. _ A.A.0 A. _ ..... _. __... 80.0 A,B C A,B _A A _A A_ ,A _ BBA -ABaQ D, BiC BCD A B C D - AB C... AB,C B A A A '" ,c._.:. AL .._,.^.Aa.. _.--,_._.___. a^. .. 85.0 AB,C A ...•A ,A .:A _.�A .A Q0 0 _L6B,C D....A,8.0 D.: _A.B D ...ABC A�B,C A B C _M. . A _ A :A A - __ :_�„ ...,� - - 90A A,B,C A A A A A - 95A ",C.D.. _A,B.0 D_ BCD &C A.B.0 AB A A A ,A .,................:................ ..._..._ .....,..._..:......_.__„._-...... _ 100.0 A.B.C,D B,C D B C,D aB,C :aB,C A A A - A :A:.... _„� �k.C_ .._�_ - ...100:0 AB.0 A A A. ... A A,B,C.D A.B.0 A.B.G_ 8 :A.. A _.. .A A A - ..... ....._�_ - ....tOS.O__ BC,D .... _._. . _ A,.. .._.. .-- -. ..105.0 . AB .A. A A .A ".'110.0".. ,A.B.CD :. Aa,.�A _..qB�C_ AB.0 A -.A :.. ..: A:: .....:?- _ ',,..A_.._A_..:.. 110.0.. A .;:..:p .. -.A....... ..-A 1150 - Aa8 C,D '..A B C D B C 0.81C__..__._A_ ,. A ;_-A. �:A A- A 118.0 A A. --A.. - - -A - - --- - 120,0 A,�B BC :. A,B,C A,B A._ A _. A. .:A. A.. A -_..._..-.-..__.._._._.... .__ ,,....,,.. 120.0 A A A .:-A.x J..-._ .._............__.. - ...� _,_........ ..:..... .. .. .._,_.,._�. ._......,. ...__. ._,.:.:_.._ 125.0 AS.C.O.' ...AB,c-_ __.A...._ A A A __._._.._.:f'...,_,... A. _:..:..:_A_,_... 125.0 A A .A 130.0 AMB.C�O B E .B C A ...._ A. .. .A. A A A A ___._.._....._, ..,__-....._.....__..__..- -- a_s. „_._. .._._,........_. ..... _._._____... ..._.. 130.0 A A A AEI.0 ABC. A A A. .._..A _.... A A . ..... .. ...._. ..:::._.....__.. ._. _ - .. _. •A,B C D - B C B A A A` .A A. A ."140. A .A _.. A ,....A. A_._ -.A, A. A. 150.0 lil3.tC,D.. .....ABC A.`:.__�._.A_.,. ._ A....W,,...._.�.A_ ,_;,,;.A.. ._-A - .. _ ...-- - -.... .. ._... ...,... ._.._�.,� ... - - - 1 ... _A B.0'... aB ::.,....A.. A ._A,.:.._.. A A _.._A - - - _ .__.r-- .... ----- _.._._.... _. _....� - 180.0�i BC AB A .:.A .�.:.A .�..A. ... A - - - 180.0 .' A A ANCHORS TYPE LEGEND A 3/&e CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min. THICK POURED . CONCRETE (f'c = 3000 psi) B 3/B"ox1 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 30GO psi) & 3/8"e-16 MACHINE SCREWS C 1/4'ex3/4'ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*•TO POURED CONCRETE (f'c = 3000 psi) & 1/4"o-20, 18-8 STAINLESS STEEL MACHINE itJ11j••iI f` .. .. FLORIDA BUILDING CODE_ High Velocity Hurricane Zone) SCREWS VIP. 4i�4 � ..'.. o zazo,nuECG INC. ,�„!] D 5/16"o ffW/BUILDER TAPCON ANCHORS W/ y�Q �CEN ��: Nari us M.P. 2 1/4" Min. EMBEDMENT*TO POURED �� sF f� �CO I�paP+DOecoveltollingS�stem ue/e/zozo -CONCRETE (f'c = 2899 psi) No.44167 TIWT TESTING h ENGINEERING COMPANY EXPERT'SHUTTER SERVICES INC. -. DATE 888 S.W.WHR E'MORDRP/E 20-065 EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH 3-o � axEt PORT T_o CIE'FLi 34984 984Tl-Doan STATE 01 ` a-moICA-008719`cam PHONE, )71 ,r DRAWING No ��•, F .. .. &ALTER a .. GAF• �.O..... �♦ .. ... _.. nuJr P.E. - r. TURE/DATE - - ..- - SHEET 23 OF 2eRO" G . .. :... .. . uA11aN�`�. SCHEDULE la SCHEDULE FLOOR TO CEILING(TRAPPED)MOUNTING RA MOUNTING MAX. SPAN'(ft)FOR END AND INTERIOR MULLIONS..FOR A GIVEN ..MAX. SPAN'(FT)FOR END AND INWALL ER ORMULLIONS FOR A GIVENA.S.D. A.S.D.DESIGN PRESSURE.RATING(p.s.f.),& A MAX.MULLION SPACING:lft} DESIGN PRESSURE.RATING X:(P.S.F.),.& A MA MULLION,SPACING( .FT)` *. MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FO : '... A�SD. YA1m1OY G 45Vx1/4'MULLION G7 4"x8'k1/4"MULLION Aso• A=.I MA)MIMULLION O O G2 4k7k1/4'THICK(3/5'FLANGE)MULLION DEN 1 MULLION ©4'k6'ki/4"MULLION G1 4 XB"x1/4"MULLION G2 FLANGE)MULLION IRESSM AJOIND. SPACING .. .. '. .. PRESSURE SPACING . (w RAIING ORIENTATION Bt t4f ORIENTATION 82(0)t.ORIENTATION 01 (#t ORIENTATION 02.( ORIENTATION#1 ORIENTATION 02 ) (Pyf•) (�) ORIENTATION.,g1- ORI ON 02.(0) END INTERIOR END F INTERIOR END j INTERIOR END INTERIOR END END INTERIOR, ENO" INTERIOR' ..END INTERIOR END INTERIOR END i.INTERIOR END INTERIOR '30A. 20'-0' 7.-10' 9'-H T-J 12'-0' 9 4. . :10'-T 8'-0• 12'-6' : _..,_w9'=8' _- 7'r6^._.12'-6' _30.0 _ 20;,-0 �,7.10" "9._-B• Y-3: 12'-.0- � 9'-4' 10•-7' 12' 6'..�..........._-_......... - ._ ....._. .._. ._3&0 20'-0' ..7'-4• 9,_3•.. -6'-9 -I1'-5' B'-B' 1 0'-6' 7'-7' 12_8 .: ,. 0._it- _„6l--11` i2'-6_.,_ ._ ..W... 20-0` 7'-4' 8'-3' 8'-8' 11'-5'..". s'-s' ...10-0' 7 7' 12•-6• - 5-11• 12'-"..... 40A : .20-0' 6' 10 _8'-10• 6'-4' "l0'-11••, 8'-1' ..9'.-T T-3' 12'-6' '8'-5' 6'-6•. .12'-6' - 40.0 20'-0' ..6'-10' .8'-10'.. 6'-4' 10'-I1'- 8'-1' 9,_7•.. T-3' :12'-6• 6'-6' 12•-B' _ - --" - _.. ...._.-.4&0 20 0.-� e'-8' 8'.-6 8 6 10_-6 -.T 8,..., f)'-3• '8'-11' 12'-B' T-1�...,.- 8 2' 12'-6`.'- �46.0-. 20^0' 6'-6' e'-8' 6`6. 10'-8':. 7-B• 9'-3' ', 6-11• 127_6•... 8'-2'. .12' 8' ' .1.80A -�20'-0' 6'-2' B'-2' W_ .' 9-11 .: 7'-6. _ 8'-11 8-7- ... 12 8'....' '..7_4....__�......_._5..11..- 12 6_.., 50A 20' 0' ,._8-2 8'-2'. 8'-0' - 10'-22 T-47'" B .11-, 5 3 12 6 ..,S'-11'._ 5' 11 7-11' 6�9' B'-0' 6•-B' 8'-T :"6-3` .12�4'_ 8'V8' S-7 12'_6,_- SSA 20'-0' S'-11' T-11' S'-9'.: 9- f0•._. 7-0•..._- 8-7• 4-10'.. . 12-4' ..5-7'. 12'-8' 00.0 19-5'. 'S 9 7-9 -S:.WB (i B- 8-4,w. 8'-B' 8'-2' 1Z'=0`.. - 6'-4' S ,.B' 12'-6' BOA .19'-5'. 5'-B ...7 9 5'-6 9'-B .8•-10' .8-6' _: 4'-B' 12'-0' 5'-B' 12' 6 8&0 :.: 1 B'-4'.. -3-9 7--9 -._: 5'-4 9=4 -.6,r4__' _8�.-{._ 8-2 11 10'_._ 8-4'.__�._.5 6,_. 12,. 6 :0&0 18'-4' S'-B .T-9' .5'-4• ..9'-T 6'-10' B 5 _ 4:8 70A 17 4 5.9. ..__7ue 5,�4• B'-2` 8'�3' 8'-2' 6-2'::. 11'-9'. - .::B'-3' S'-8 12'-8' 7DA ::1T-4 - ..5•-9• - 7•_9• 5•_4• 9 6 6 10 : 81-4' 4'-8' 11'-9• -- ,: 18'-6 `5�9 Z 7 .5 4 9'-S` 8-10':.� 8'-3'':�:�� 4 B ;.11'-71 5'-8 12'-5• .78A... T-7 $'4 - :-8-,0 : 6-:3: 8-0' - - 6 2 11 7 "8.3._ 5 8 - .12 5 .'78.0 _80A 15 8':. `. 5 9 T=7 5'-4 _ T-10.._ 6. 3, 7_10 -B_2._. 11 6 _ 6 J,. , _ 5 6 12..,4_ _.80.0 ;,1 S 9._,_5_9' 7'-7- 5'-4- '9'-e 6'-10• B 3' - 4'-B' __.. 88.05'-9' 7'-7- `V-4' - -T-9'� 6'-3' T-9 _- 8 2- 11-5�- 6'-3' - _- ..5 6 12'-3_. 8S0 - 15'-0` -5'-9' .. T-7"- 5'-4' 9•-3' 6'-10'- -8._2 4 8.. 11'-5' S 6 12'-3_....._._.m. ._.-._ _.-. .._. _ .. .r _.... :..5 10..,...7,-7' 5'-5' 7'-9• 6'-4'- 7_ 9 6,-J;_.. .1.1'.-5' 6'-4' 517 12-3. �_90.0 14'-2" 6'-10' T-T .',..5'-5' :..9,-3'_. .:..6,-1.1,. -B•-3'.._._._.. ._.. _ ..:._.,.....,...:.:...__ YOA 14 2 .�,_ �,.... _fI9A 13'-5' S 10 T-7 5'-6 _ T=9• _B-5'... 7_9�_. : 8.4....... 11.:5 ..:__...._fi�-5�. ..__.5 B 1T_-3._.. ._.810 _13_5 5 10 7� 7' S'-8' 8'-3' "B'-11•., 8-3'. 4 11 11'-5' 5'-B _. ..... ..- 100.0., ,.12 8 .;..5 11 7 7 5'-7 T-9' 6'-6' 7:.9• 6-4 11-5' -_„_fi'-8' 5-8 -12'-3 100.0 - 12'-9 V-11 7_7' 5'-7'. _9 3 .. 7 0'__ 8-2' .S 0'. :.11'-5' 5•-9 12'3 105.0 12'-2' "8'-0' T.-7._.... ._5_.=,.7•__ .__7'-8�...__8'=2' _2•-8� 6•_5•... 11'=5'.. .. 8'-7- 5'-9 12'-3 1D0.0.... 12 2 I 8.-0' 7,-7• 6'-7, 9,-J• .. 7,-I•. -8,-2, 5•-1• ,..11'-Y_. : 5•-B `12'=_3 _110Aw 11-7• 6'-0' - 7-0 5•-8` 7-9' B'-8' 7�-9-8•.._ 6�6•...' 11 5 _ -6'-B'.:- ..__: ._5 .10_ 12-3 110A 11'_7' - 6'-1 .7'-7• - 5•-8- 9'-3• T-2• 8- 3- 5 3 i t $ 5 10 12'-3 110.0,: 11 1 ,_6'-1'_ -T-7-. 5'-9 7'-9'� 6'-B• 7=8' 8'.-7' - 11 Spy - 8,8 - 5 11 12'.-3: �11&0_ 11.-1 8•-1 7'-7- S'=9' '9-3' 7 2., -fS'-3' -5 4 11 5 - :' .9 11 -12�3 120A 10'-8' 8'-1' T-6 6'-9. 7. 9' B'-1O' 7'-9' 6'-7- 11'-5' :6'=10 6 0 12'-3 120.0 10..8 8 1 T_-8'_,: 5'-9' 9'-3- 7'-J' 8 T'.. 5 5_.. :11'-5' - 8'-0• 12'-3_'. _ ..._ _ ._.. .. __.__._ _ 12&O 10'-2•: 6 2. 7-7' S-10 7'-10 7-0•: ..7. 10_ 8_9. 11 S_.__. _ 7.-0' -6 1 -_12-3.: _.125.0:: 10_2 6-2' 7'-7• V'10' 9-3'- 7•-4' 8-3• fi 9 - '.11 5 8 1 - 12 3 _.. .. .._ _...... __.... 130.0 9.10'. -_;6 3_ -.7.7 5.._10 : J'-9' : T-0'- 7-9 8-8' 11-5'- 7.-0' 12'-3 1JOA '9'-10" - 6'-3 7 7 5 10 9 3.. - 7....4 8 2T 6 8• 11'-5' 8-1' 12'-3".___ .. __. ... �.. .. ....___.._-._.... -13&0:: 9,- ..B 4 7-7 5'-11 ,7_10 -7 2_-- 7 10_ 6._10' 11•-5• 7'-2- 6 2 .., 12'-3 13" 9•-5- 6•-4•- -7'-7• 5�11 -9 J` 7 5' 8'-J' 6 10' - 11 5 6'-Y 12' 3 140A 9'-1•" 8-4' - 7•-Y. 6'-0 7-10 - 7 3'_ 7' 10.... 61-11 ..11'-5'. �, 7,,,3_ _ .6 3 12'3 _ 140A..- .._8,..1 6'-4� T-7' 6-0• '9'-3•"' 7'-6• - 8'-a" 8-11' 11 5 6'-3' V72'_3 - ...14&0.. 9'-10• B 5 T-8 6'-D :7 9w. .7=4'�. : T-9' 12-3 : 145.D 8'-10• 8'-5 7 6 6'-0' 9�3' T.-6• B'2' 8'-11' .tt'-5' V-3` 7-9• 7 5 7 B 7-0 11 5 7 5 6 4 12-311100 : -'- _�__., _ 8 fi 8 8 7 7 --B1 9 3 7..7 . 8 2 7 0 11 5 6 4 12 3 . 8 6 7�-Y -_6'-2 7-9' Y 6 7 9._. 7 1 11 5_._.:.. 7._6..,- ,_::....6 S _12..3 .: 163A B'._S. 6:_6 7_j• 8,_2• 9•_3• 7-8•... B 2... Y-1•_. 11,_5• 6,_5• 1T•_3 -0'.. `_.. T-8' .:.B,_2. 7,_B. 7._7.. ,7,_9. 4.-T-2' .11'-5',.,. 7•_7" 8'-6` ":12'-3 :.'..'190.0-` B._0. e,_7. T_6• 6�-2.: ,_-.. .,.,..., ... ..._. ...B'-3'.... 7,_B. b'_2' 7-2' 11.-5'_. _.8-6• - 12' 3..:.. MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. :SEND MULLION !E is I.,.,..._-....-..... ............... I 3,I...:.: ::` -.....,_._.... :_INTERIOR • = �.I MULLION "�'' t\\\tccpHiiA11Y11111yf� _ FLORIDA BUILDING CODE(High Velocity Hurricane Zone). 02020 TILTECO INC. .''''Ar ._ =' DRAWN 9r ENS . ��; au us M.P. MULLION SPACING:"S" F Impact Profecdv&BaffipWSystem 06/8/2020 No.44167 1iNc. DATE TILLIT TESTING s ENGINEERING COMPANr EXPERT:SHUTTER SERVICES INC. .. R * �, azv Nr xm at as aos .xaw cuzwNs n»,m 668 S.W.WHONORE DRIVE '/� wow.,1a0syn,-,aw,rw,1>d1e11-,an PORT ST.LUCIE FL 34984 20-D6$ = fl STATE OF a-moll:tllteco0aol,eom 1 1 DRAWING Na �� CA-0006719 FNON[t(eGG 71v-9a7a FAY, Tl2 a71-08Y0.. WALTER A.TIWT Jr.P.E. �i �''•. CORID� ... ... F10RIDA'Uo.®44767 �•W �� eR ~ .a>mnw o�rt ,1_ �:,P.E.. SEAL/SIGNATURE/DATE , my-sa warms 'SHEET 240F 29 `'77f7ffllfl1 U111111N\\t�\ - . .........::....:.:.: SCHEDULE 1b ,SCHEDULE 2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN lft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN{FT).FOR END AND.INTERIOR MULLIONS FOR A GIVEN A.S.D. ' A S D DESIGN PRESSURE.RATING(ps.f;i:&A 12'-0"MAX.MULLION'SPACING(ft)r• DESIGN PRESSURE RATING(P,S.F.),"&A'12'-D"MAX.MULLION SPACING{FTT• " ' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(Fn 11Ax wx ASD r1A70NM ©4"x8X1/4'MULLION G1 4"x8'x1/4`MUWON G2,4•xTx114'THICK(318'FLANGE)MULLION ' AaM DESIGN 'yewwy ©4"x8'k1J4'MUWON Gi 4'X8"x1/4'MULLION G2 4-4-0/4'THICK` .FIESSM 5MULLION - _P � FTANGE)MUWON mm (w• ORIEMARON/i Q� ORIENTATION 2 ORIENAATION 1 'ORIENFA11ON Q2 ) Ux1ENTAttON�1 ORIENTATION#2..(Q �•r•)PATINO (�• ORIENTATION�1 � ORIENTATION J2(0) ORIENTATION 1�.: ORIENTATION 62 ORIENTATION#2 " END INTERIOR END INTERIOR END INTERIOR: END :., INFERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR ' END_ INTERIOR" END INTERIOR 30A 12'-0' 11-T. 1L'r6. 9 9 12'-8' tY-8'' I2 6 10 7 .72-8' 12'-6' 11'-3' 12'-8' 30A. 12._0 B-B' 11'-6' 8-9 - ,; _ +2'-6• 10-4' 12'-8 -_.,. -8 - ' 10'-T f 0_-11' a-2' 12'-B :12-8 :: 11 11 10-0 17-e 12-8 10.-4 .. 12 V 35.0 12-O' 8'2': 10 I1 g. 2' 12 fl Y 2.8 11'-61' 7a=0'. 12' it 3 12 6 ,_40.0 „12'-0'. 79'-1D 10'-5 8'-B'•. 12'-8' 11 8'.,_ 11„-4_ 9�8' 12.6.' 11-2 B 7` _+Y_6'_ _IOA 12 A'.,_ 0 8 10'-5' 9 9 -112 8. 11,8'_ 11'-4• 9.761 .12' 9 .7 :12 6 48A _.12-0 ;•S 3' 10'-1• 8'-4' 12'-5'.. 10'-11.. ta'-11':.: B'�1 ,,,,:,12 8 11'-2' 9-0 12'-6' _ 4b.0 12'-0'' 8'-4' 10 1 8' 4 -12'-5' 10'-1T 10'-11 9'-1'.. tY-e' 9'-0` : 12 8' :. 8-Y 12'-0' 10'-<• 10•-T B 9 ,t2 8'.... : '..1a'-T 8'-8' IV-6'_._. ....5" 12..D.:.:. 8'-,' '__9'-8'' .•"'8..'+�.. 12�tl'[: .f0'-<• 70•-7 B•_g•.' 112'-6`; -! B'-8' :12'-6• -4• 9'-5 7-10 11'r8:.. -9•-10•� 10 3 ,_8 6'_ 12-6• 10-1' -� B'-1' 72'4. .,�Bfi-0 12-0'�� Y 10__8 5' S�T-10• 11 8' 9'-10'.. 10'-3. �8'-6'"� 72'-6' a'-1' - 12'-8'..� ... 7-B: .11'-4' 9 S' 9 i t'- 8,3 .T..12 r8' _ 8.-7.',,,__ 7•-S„_,, ]2-fi 60.0. 12-0_ 7 8 9 2 _ 7 6 i t 4 - 9 5 9 11 8'-J' 12�6'.. 7 9.. _ 12 6" ,._,. .12. 0' TB'-11 7 2 ,..11,-0' . ......_ a 8,,,-,_m y Z 5, 12_6, , 12-0 7:.2. B it._. ,._7 0 9, �70A 12 0 7-4 ....8 8 6'-11': 10'-9' 8'-9' 9 5 7'-10'- 12.-V ... W-U i Y-2 17 fi 70.0 ::12-0 - 6-11• 8-8 BTl1 "ID 9 : $ 9 g'-5_ 7'-0 - 12.6 7.2 :.12_6' �� 7tIA 12-0 T-1 _8,8 ..fi 5' 10' 8• 8T5 9 3'-- T-a' 12-6' 8 7 - 8'11 12-6' _ 78.0 12-06'g 8 6 _,,,, 8-8 10 6 __,8 5 - --g 3 7 6: 12 8 8 11 12 8 00A 12 D.' :.b.++ -4 _ -T 8'-2' 9'-0• T-a,.: fi' t2-g• a0A '-0• <'..,.. 9-0 7 5 12: BS:D 12 0 18. 8'-2 8'-3' B:8 T-11' a 10'. 7 2 t2 8 ,,,,, 8 1 „_ --'-B'-8' .12'-6' 86.0 12-0" 6-3'...' 8'-2' 8'-3• .10 1' T-11 -:8.-10. 7 2 12 O' :. 00.0 12-0 .,•,B-6•- "B'-D 6'-1' 9 2 7-8' 8 8�-7-0 12 5. ._� 7-10' 6'-4' 72'-8' D0.0 12_D 6-1' 8'-O' 6'-1' 8 11'. ,7'-8 8'-8 7'-0' 85.a 12 0 6•-4 7'-10 ..:6...1, _'8-8' Y-5,. 9 8' ....8 10,-, 12. 1' 7•_5•. 6'-2' .12,�-6:.._„ �93.0_ 12-0„ 5-11' -7_10'._ ...5'-1t'. B'_8• 7,_e .. .6•-8• ..8'-10.,: 12-1• e'-2' 12 8 .. .. T-0'"-__ 8 3 T-0' 8'-0 12 g 10U,0 12.-0 5 9 7'-8' S __.... -.....' "_.___ _..,...._ .._.... .... ...._......_ 7o6.0 .12-0•J_..6'-0'. l:"7'-7' S'-e' T-10' 6=8'... _Y-10•. 6'-6' _+1'-6•. B•_B•._. .. 5'-IO -72-<'. - IOSA 12'.-O• 5'_B• „7•_7• B•_B• .9-4• 7'-1' 1 8'-3• 5'-3'_1 1V-6'_,.. .. 5-10' 12'-4' SCHEDULE.tb' {LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION)1 SCHEDULE.2b' (LIMITED LOAD,.MULLION SPACING&SPAN INSTALLATION)-; FLOOR TO CEILINGlTRAPPEOi MOUNTEDMAX.SPAN Ifti"FOR END&INTERIOR MULLIONS FOR A - WALL MOUNTED MAX.SPAN,_(_tt)FOR ENDB INTERIOR MULLIONS FOR A GIVEN. GIVEN AS D DESIGN PRESSURE(p s.f.)AND FOR 12'-W(CASE 11&8'-0"(CASES la&10 MAX.MULLION A:S.D.DESIGN PRESSURE RATING(ps.f.),AND FOR 12'-0"(CASE 1)&8'-0"(CASE Ili MAX., "- -MULLION SPACING'(fi)'•, MAXIMUM MULLION SPAN (PT) MAXIMUM MULLION SPAN FT) G 4'x6'x114'THICK Gi 4'x8'xl/4'THICK G3`2'xTxi14'THICK up G.4'x6'x114'THICK G1 4'x6'xi14'THICK G3 Tx7'z114'THICK ASD. WA-40M MSRL M OEvcrt. MULLION MULLION , y MULLION MULLION MULLION RANGE MULLION t11NN CASES •� ATDN+1 DF�k7AT44 j ffATON/1 ONE18A0N+10IdD8Atlx{'t1 P9NTAION-it f4LINfAON'( - �� P RAIM AON t1 ORB]LGTA)N+ ta<ATAION(I CND1utON�}oIaDDAraR!' 9NGm 11 D omm/ - (P-) (1t)' Q�t (0)t (fit Q�t (0)t. kit. (0)t. ' END (n+x) (3it. (0)t . _04t �4t (0)t f Dt :(0)t,. INFEROR -END INTERIOR' INTERIOR END INTERIOR ��'MULLION END ItIFDitOR END. INTERIOR INTERIOR END .INTERIOR END - r ._� • -30.0 12 0 12 6 12'-6 _12 6.. 12 fi'. -- 11'-0' a --__-- = j 12-0 12 6 12 8' 12'6 '�_6' _ 1' 0 12-6 12'-6 11 11 12 8 - 11-0' ==" ""-'-' 1 ._,.,., - �� ;_......„» "- 40A 12 0 12 8 11 8 :'1'1:: 12.6 11 0 -.40A 12 0 - 12 6 : 11 8 -11 4 12-8' 11 0 u -- ---- , 460 12-0 - 12 5 10_ll 10'-11-11 12_6' 11.-0. g= - """-"" -F �g Y �0 t2 0_„ 12 5 10.11 10 11 12 6 11 0 150,0 12-0 12-O 10 4 70^7 12 8 11 0 tt�E tsoA t2'-D - iz D 10'_< ._iD 7• 12'-6'. - 11 0 - INTERIOR E MULLION moo_._ 1z o, 11 a ... 9.l0 10-3 BSO .12'-0' - 11 8 9 10 10'-3' 12•-6• _.-.. 11..0 ..-•^ .�.:_.--,•. :._....__ :..,....� ._ ._.... _..... '__. 60A.. 12-0 - 11-4 9'-5 - 9-11 12.,6 I 1-0• :_60.0 12_0. _ 11 4 e'-5 9-11' 12'-6:: - 11�...d. ._.... _. __.�...,�.._. `' -`-- 6D.a 12 0 t t 3 9 4 9 11 IV- ,6 1 0 808: 12 11 39-4 :9-11 12-8 - -11-0 .t� ..r -- 30.0 .8.D... 9-0 :ry9. 0 .9 0 e 0 9 0 - .30A 8_0^ - 12 6, ..12 8„_ ..72'=6 12.-fi' - ... 11-0 c.•• ... .... _... SOA.. .8_0•... - .126'_ -12'-6• 12'-6' 12,_B.... ,.1t 0 its g t... S'•--� 56.0-.;. g 0 ., g 0 40A 8.0 9 D B 0... 9,-0 6.-0. : - _tz _g._. 42-6• ,2-8. t2=6' ter_ ?±_� MULLION SPACING:'ISw `4s`o e'-u` - -s,o QlSEh 40.0. ._B._O. .12-fi.:.,,. IV-6' 12'-6 12-8' ,., .. : 11'-0" _._.. _. .. .. ......... ._- ,....�.... __._.__...._,�....__-... 80.0- e'_D' 12'-B' 12•,6 12'-1 _ •- ... ._,...___ -0. .g 0 g,-0• g,-a. g,_O• _ 9-0'._. aso +2 B +t'-Q {MUM MULLION SPACING SHALL BE SUCH - ._.._. BOA..:. 8'-0' - B 0 9'_0• g,-0. g,_0. �;tbA' 8 D',,,_ ___- _...._ 11'-0' CA9EA 8Q8` 8'-0'. - 12-0• ...12'-0__._.1,'-4 12'-0' ... 11'-a" THAT MAX.ALLOWABLE SLAT SPAN FOR THAT t18o e'-o' 9'-D' 9'0 e'-D' 9'D' - s-o' 3" a-D_ - :-9-Q' B'-o - B'-.o' B'-o"-' DESIGN LOAD SHALL NOT BE EXCEEDED. - _ - :. 3S0_ 76.0 .. a 0_: _..._... 9 B•-p - T MULLION ORIENTATION IS AS SEEN FROM THE BOA a o_ s-0 9-0 e'-0 9>D' 9 0 40 0..... a-o' s`o g-o _ g'-a s'-o' _ 9-o t 46g,_, e s o e'-o ,_B_o, 9'-D' - s o'er OUTSIDE(EXTERIOR)OF PRODUCT. - _- ,,,,SSA 8._0.... - ...B'-0' 9'-0' 9'-0' 9'-0' - -' B 0.-. � �„ 9'-B 9•-a' - B'-0• _._... _ _.w.. ... : 100.0 B._0. _ g_0. 0,_O. ._;9'-0, .. g,_O,_ --r•- g._0•... C/SEII 9-0 B-0' B 0 65A fi:�o' 9 Q e o e'-Q e-o' 8-0. `\ ( n1lll�{/�! , FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ' 706 8 0 0-0 9 0 B O a �� ri 020 TILTECO INC. - DRAWN BY: 78A 8 0 8 0 8-0 B 0 9 0 „ 9 0 `�� q 0 2 j�'1 us BOA.. 8 0 B 0 9-0 --B g 9-0, 9 0 ` T - ® 1`' YL - y'P• �``�P ImpactProte!c(im Roll/ng S,�stem 06/6/2020 .gOA.. 8 0... 9 0 8' 22 78B 0 - 9 0 _ t It1��CiEN �5=?�'�"'�" '6' -� WA 9_D_ '.8 0 Y 8 ! 7 4'• B'-0' B O,_, No.44167 "`� TIlA1T TESTING.&-'ENCINEERINQ'cOMPANY EXPERT SHUTTER SERVICES INC• OATS 9'-0' 7'-3'• T-0'• 9'-0' - 9'-O' *• k.. ....x.w,xm.n.s•.aa1,w6c>.v,6N✓ffxR n MI. 668 S.W.WHITMORE DRIVE kl/ y�LGO n..,tws7ml-1w.r..:lwa)en-1»I 20-065 •NOTE:USE W-T IF ANCHOR CONSISTS OF HILTi,INC HUSH SCREW OR POWER FASTENERS. 2-O'. PORT 5T.LUCIE,FL 3498t e-mail:tilt..Oaotcom DRAWING No STATE OF PRONE, e00)749-9059,rAx,1772 871-0 9 WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 ON SHEET 10A. •• Ca-o006719 ._ D F (CT i _ WALTER A.RIOT Jr.P.E rrT �ORI�� ?E. SFAL/SIGNATURE/DATE FLOPoDn Uc•B-4<ts7 oerrvau - nncm . ._ sxEv z3aFzs• p . SCHEDULE lc SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX..SPAN(ft)FOR END AND INTERIOR MULLIONS FORA GIVEN MAX. SPAN(FT)'FOR END AND INTERIOR MULLIONS.FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE.RATING"(p.sfl,& A 7'-O"MAX.MULLION DESIGN PRESSURE RATING(P.Sf.),& AND 7'-0"MAX.MULLION SPACING . SPACING(ft)*,. ��.._... ., ._. MAXIMUM MULLION SPAN.(l� MAXIMUM MULLION SPAN(T� ... - .. MAXDESIGN MAMUM ©4"x6"x114"MULLION G7 -W'AV0/4"MULLION G2 4'x7k1/4'THICK(318'FLANGE)MULLION ©4"x6"x1/4".MULLION 01 4x8"x1/4"MULLION G2 4'x7'x1/4'THICK RiTING SPACM RAmra: SPACING RANGE)MULLION '��•/•) (�a 'ORIENTATION 81 t#t. ORI ENTATION 12(Q) (P40') (R) -ORIENTATION at (� ORIENTATION 2 Q). ORI(2lTATION 1 O(ENTATION�2 Q) ORIENTATION,g2.( ) -END 'INTERIOR END I INTERIOR - END.: INTERIOR END INTERIOR END END INTERIOR END :INTERIOR END INTERIOR: END INTERIOR:. . END INTERIOR END.'" :INTERIOR.: 30A : :7 0 ..;12 8 T12 6' -12'-6' _12'-6 12'-6y�._12'-fi' ...._12'-8' .12•_6• ,.12'-8' :'12'-B' ..12 6-_, -,.}pQ :__:7-0 '_12'-8 _12_6 :72.6, 12'-B' '12'-6•. 12'-6' 12�-8',: 12•_8• 12'-6•. '_12,_B• 3" 7'-0- 12•-6' - 12'-B -.-12-6'- .1T-8-. Y2'-6' 12'-6- 12'-8'.,: �12 6`_._..___;._Y 2'-8' 12'-6' 12'-6 "_a0.0 T-0' 12'-8' 12'-8,',- 12'-6" 72'-8'. 12'-6' 12'-6' � 12-6' 12•-8' 12 8 12'-6' -7 0 `12'-8' 12'-6' 12'-6 12'-8_.. 12_.6 ..12_.fi__ 12^6' 12'-6' 12'-6- :12 6�. 12 .6_..., 7'-0' 12'-6` 12'-6 - 12'-8' 12'-e' 12_W6 12 6 12'-6' 12 6 12'-6' - 490 7 0'.. I2 6'� 12'-0'- l2'-8. .. .:12'-6' 12'-6' 72 812 e.. 12'-6': 12'-6' 1T'-B'' 12-8� _. .. ,q,-. 7 D 12'-8 12'-0 12.6.. ,.12 8 12 6' 12'-6' 12 0W'"72'-6' 12'-8' 12'-B' .80A .T-O'..: 72'-8' 11W-T „'12'-6_ .1T'-6'- 72'-8',. .12'-6' 12'-6' 12'.-fi_ 12 8 12 8 12'-8' pp�- T-O� 12'-8:w.L 1.1'-7- _ 12-6' 12'-8' 12'=8' 12'-6'. 12'-6' ._12'-6T 12'-8' 12_-6'___ 88A 7'-0' 12'-8' 11'-3' -12'-6 - 12-6 _ 12�-8' 12'-J'. 12'-8' 12'-6'-. 12 6' __ 12_,6 12,;6' :`7'-0' 12'-6' - 11'-3' :12'-8' 12-fi' 12'-6' 12'-3,' 12 8 12 BOA 7'-0' 12'-6' 10'-11' 12'-6' -12'-6 12....8 11 11' 12'-6' 12'-V ._ 12'-8' ::12'-6' - 12 8 ,. Qp q._,T 7-0'. '12'-8 f 0'-11 12-6' ..12 8 12 '.8--..: W-11' 12'-6' 12'-8' W-8' _•12'-6' 10'-8' 12'-1' 12'-6' 12'-6' _ 11'-7_ 12 6 12'_6�.. _12'-8' `72-8'- 12 6... .�66p TO _12-8-8 10-8 12-1' 12-8' 12'-8' 1V' 7:. 12'-6' 12'-6' 12'-6' .12'=8, _: �0.0 ,vT-D• 12•-8' 10•-5 : 11.'-6. 12'-8 -12'-8' 11'-,S" 12'-8' 12'-8'.. ..12'-6' - - ;_12 6 '.12 8_.._: ::. T 0 ._12'-6' 10'-5' it'-6' :.12'-6' :12 6 11'-3' 12 6 126. .: 12 8.. 12'-6' .......... _.e.....__.. .._ __....__ TJA 7 0. 12,1 .10'-2' 10'-11' 12'-fi 12:.6 1T...0 11'-11` tY-6' - 17-8' _ 12'-8^. 12e_ j+9,p T O .�72'-1 .10,,,2 10,.11 72 8', 12.;:6;_. 11 0.: •11-A1` 12'-8' 12'-B,�:'12'-8'..., 0'-B' 12'-4' -12--6' _•10'-10' 11 5`� 12__6 ;_ 12 6 11-t1'.. 12'-6' _ p,Q- . -7'.0_ _17•-86- 9_-11.'_, 10'-6� 12'-4'.. 12'-6• 10'-10• 11'-5' ,12'.-6• 11 I1 :.12 8' HAO_ T-0' -.11'-0' 9'-5' 10'-2' "12'-1'- 12'-.B' .10'>7-' -11'-0' ._ 12 8 - 12 8 - - -11'.-4' 12 6' ` q� �T 0 _ 11_-A _ 9 9'_ 10'-2' 12'-1' 12'-6' - ..10'-7`- 17'-0' 12'-6' 11'=4' 12„6'_� 00.0 7' 0 10 7 9'-7 9'-10' 11'-10' 12'-5' ID'w 10 8 .12'-3• t2'-2' 10'-10`-.?2 8. T-0' 10'-T 9'=T-- 9'-10' t1'-10'• 72'-S• 10y-�S' 10 8 72'-8• 10'-1D' 12'-8'. ,.._.. .. .. .: ..,._.. .... 0'=6' 1 it �11'-11 1 D 2 10 4'._. 12,_8__ ._..11 9 ..:...10'-5' 12 8' 05 R ' J':0.- 10 2.. 9'_5 _ 9 6 . I V-7' -11'-11' 10'-2' 10 4' 12'-8"._ _ _. 100.0 7'-0 8-10• 9'-�- 9'-3 11�5' 11'-8' 1iF: 10-1' 12'-6' 11�5' __.._,.10 Y..__.12. 6.__. -100.�. 7-0 _ 9'-10 9'-J 8'-3' 11'-5� 11-6' -10 0 - 10-1 12'-fi'__ 10'-1'___ 12 6 108A T-0' B'-8' 9'-1' 8'=1 11'-J' - 11 2 8'-10' 9 10. 12'-6 ::.11-1'. 9-V 12-6•. _ _1pgQ M7, 0 9 ,B 9_7, 8.-1' 11 _S_, 11..2,,,_., 9,�10' 8-10_ 12 6 g-8' . 12'-6' 110A:': 7-0'.... 9 3.... _8'-11' 8'-10' 11'-Y 10'-10 : .9'-B' 9 T 12'.-6'_ 1D'.-8__,....... .:..9 5' 12-8 ]1p,0 Y 0.__-.33_v 8-11 8-70 11-'I' 10-10'.. 0'-9'. 9 7 _.12'-B' _.....____.,,__,._.- ,..---- 110.0 T-0' e'-0' - e'-10' e'-T 10'-11' 10'-7' B'-7- ��9•-5- �12'-8' �- 10'-5' e 1 --12 6'. :_�7' 0_ 9'-0' 8'-10' '8'-7` ...1d-11�� -�- - 12'-8' 10'-T' : .8'-10' i 2•-8' 12MO 7'-0 '_H 9 - 8 8' 8'-5' 10'-9'.. 10 -3_.. 9 5" 9'-3' 12'-6' .12pA 7-0 - B'-9' B'-H'. 8'-5 10•-9'.. 10.:3: :. 9"5_ 9 3' 120.0 7 0' ',.:8 6 _8'-7 8.2'_ 10'-T ..10'-0` 9'-4'- 9 L2.._; .:12 6.... B'-11 ...-F_8.,7TM_: 12 B 'W.1'A6.p :....T 0 8'-6 H'-7 8.-2'. 10-7' 10 0' 9'-4'.. 9'-1• ':.12'-6' 8-7' ... 12 6.. _ ._... _ .-:._ -..130A: T-0' 8'-4' H�-5-5 _ 9-U_.10�-6_• _9'-8' 9'-2' 8'-11 12'-6• g ::9�..._.. .._ 8_5_V 12-fi T_ T-0' _8'-4'. 8'-5' B'-O' 10'-6'. ..9:B 9'-2' - 8 17__,,.12 8 ....8 5 _ -12'-6'_ 13SA '.,.....8._2__..r 8-4' T-8' iD'-4' 8'-T-T 8 1 8.9 12'-G' 9'-6' _' 8'-2' .- 12.6 -,t ,p 7' 0 8'-2• .7l'-4' 7'-9'. 10'-4' _ 9'-7' _9'-1• 8-9'..: 12'-6' 8'-2' 12'-6': 140.0: 71.-0_ 9,-�• B'_3..,....7,7: :[10'-1' 9'-4' 9'-0" 6-T -.12 6._.. 9.-4� ..._._.....: 8 0_........ 12 6 1•IA O ....,7r 0 .. W.:8-0...._' 8 3' 7'-7'� 10'-3'. g-4c 9_O. :..6'-T - 1 12'-6- W 8.0_ 12._6. ... ,_.�....__.._W_ ........ _ _._... .. 14&0 T-0'. T-10' 8'-2' 7'-5' 9'-9. - .9..2 8'.-f0` B'-8• 12'-6` - 9'-2' 7:10 ... 12'-6 140.,Q_ T-0' .T^•af 0'_:.8'-2` T-5• 10'-1- 9'-2` 8.10 B_'-6' 1V-6- _7-10' _.. 180.0 _T-0� T-8' 8'.-1' T-4. 9. 5' 8'-0' 8'-9' B':4'- ,.12'-6':' 8'-11 - T-8''- 12 8'_ 7-0' T-8' 8'-1' - 7 .� IO'-0' 9 0' 8 9' 8'-4', 12'-8' •.T-8'_- 12•-B' _ _. 185.0 7 O 7 8 8'-0' 9'-2' 8-10' J' -8-9 ,,,_ 7 6 12 6 :_1tS3,0 ,_,7_ 0, 7..6 B. 4 T-2' B'-10" 8 10 .8 8'- e'-J' 12 S 7 6 12 .. _� ..._ ._... ..... .....__. _,m....._.�. _.__.._.. ..^_ 180.0 7'_0•:.. T-4`- :T-17•.. 7'-e. .8'-10' B'-B' B'-T. -B'-1•. . :12_2..- 8'-8' 7 5 '.12'-6' 180A.:_. '-0' T-4' - 7'-.11' 7•-0'_. ._ 9'-9.' .8'^8' -7•.. 8'-1' . ..:12'-2' '-7'-5' 12-8' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT; END MULLION orj 3 _ INTERIOR MULLION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02020 mTEcO INC. 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