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HomeMy WebLinkAboutProduct Approval Ig Icastle Impact Wi dows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 8100.643.6371 Property Information Building Information Owner: WHITE,WILLIAM Wind Zone: 165 MPH. Address: 10851 S.OCEAN DRIVE#97 Exposure Category: D JENSEN BEACH,FL 34957 Minimum Building Dimension: 20 ft. Mean Roof Height: 20 ft. Risk Category: I1 i Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(pl ] sf) 1 End 100.75 82.75 7 1 40.2 -50.5 2 End 111.5 60 7 40.9 -51.8 i I I I i I I I I I I I i i I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Sth Edition(2014)Florida Building Code. Page 1 of 1 I I Customer: WHITE WorkOrder Number: 09202017017 N0301 Unit No. Wall Opening lopening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -50.5 129.125 82.5 129.125 82.5 79.25 9"o.c. 9"O.G. 2 -51.8 111.5 60 121.5 65 61.75 9"o.c. 9"o.c. I I i I I � I I i i i I i i I ' I I I i, ' I I i i i • i Florida Building Code Online Pagel of 2 •, 7 rim ! Florida DepaweO BCIS Home Log In j User Registration Hot Topics Submit Surcharge ; Stats&Facts i Publications FBC Staff BCIS Site Map Links Search 'u' nes Professi I Product Approval ' USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail I FL# FL17080-RS Application Type Revision Code Version 2014 Application Status Approved I-, Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 j (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage I Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com I Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered'Architect or a Licensed Florida Professional Engineer m Evaluation Report-Hardcopy Rieceived Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI FOLDING SHUTTER CORP CERTAND.15- 0310.01 DRWG.15-014.odf I Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code I I 1,4+„�•//flnrirlahnilrlinn nrfT/nr/nr ann rltl acnv9naram=wC`TF.VXC1w4Dnv7aR(1nNn(-)C1P6r17..-- 7/1/?.015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ.,Yes FL17080 R1 11 FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.pdf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other.,Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.pd I Created by Independent Third Party:Yes Back Next Contact U ::1940 North Monroe Street.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$50.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: =WE 0 E nrcyl"rtnr cin" rM nQnv?tNnrflm=,tAj('T'PVXOwtDnv?..qROnT4nOOe6r]7,... 7/1/2015 GENERAL NOTES• 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G=0.46 MIN. COMPUANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BURRING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES W*M AND OUT OF THEM OltANW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CRETE-FLEX.AS MANUFACTURED BY rIW/BUADEX, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR x.14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. .DESIGN WAND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(KAM& 1809(Nmwo OF THE ABOVE MENTIONED CODE- FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION-WHERE THIS-PRODUCT TO BE INSTALLED-FOR A,DIRECTIONALITY-FACTOR 1'OM&* Kd-O.B5.USING ASCE 7-10 AND SHALL NOT DLC®THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. M ORDER To VE'I 4E ABOVE CWVITTON.ULTUCE DEMO W®LEADS DETERMINM PER ASC£7-10.OWL BE FIRST 61) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR j14 NDS WOOD SCREWS OR I>4�11CFD TO AS0..DESK!!WIND,1A1D6 BY IAA7IPLYI40 1HH]I Bf D.6 N ORDEAL TO COMPOTE THESE W/WIT.(AS.0.) 1/4'0 NDS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU C8 ----- - - CONNECTION TYPE•AND 2'FOR C5, OR AS INDICATED ON W000 SECTIONS ON SHEETS 10 THRO 12.NO THREADED SON.F'1 RAT1NfNS.INOMATED-ON-SHEET-13.-- ___._______.. _ ___._--___ _- _--. __-_--PENETRATION-INTO-WALL-FEMSH-SHAH-BE-CONSIDERED_AS_PART_OF_THE-REQU•'RED THT?E..ME PENETRATION,_ _ IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED.,AS TESTED.WERE NOT OVERSTRESSED,A 33 Z INCREASE IN - -- - - ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THBR ANALYSIS.A DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION Com) MINIMI ED EDI WOOD OF SHALL 1£AS POOH ON SHEETS R OO THRU12.TOR 114 NOS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. LAG FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1609.1.2 OF THE ABOVE MENTIONED-CODE AS PER TESTING PERFORMED AT HURRICANE-ENGINEERING TESTING, INC. - WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.L), HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE G1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1618& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE,FY-33 KSI(MM.)MATERIAL2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS1Q&(9 SHALL BE 4 10 x 3'. 410-M MINIMUM SERIES W/173.6 kvi YIELD -1/4'0 1TW BUILDDL TEL(SCREWS,W/FULL THREAD PENETRATION. STRENGTH&187.4 ksf TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES, MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHF.SIER PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHAU BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM•AELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEN SCREW 1'. FOR 6053-TO ALLOY AT SLATS SHALL BE FY-25-9 kSL 4•ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kal YIELD STRENGTH AND 90 keV TENSILE STRENGTH OR 7,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATER CARBON STEEL ITW/BNLDIX TEK SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4,ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTIETt SHALL ONLY BE ATTACIEII 70 CONCRETE BLOCK OR 5. BOL75 TO BE ASTM A-307 GALVANIZED STEEL.OR AIM 304 OR 318 SERIES STAINLESS STEEL WITH 35 Iasi MINIMUM YIELD STRENGTH. WOOD FRAME SUIDINGS. S.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PLACE WITH WARNING NILE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS (A) TO E'XISTINC POURED CONCRETE: 10,PRODUCT MANUFACTUIER'S LABEL SHALL BE LOCATED ON A READILY VISILE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCE)THREADFORM TEGMOLOGY,AS MANUFACTURED BY I.T.W.BUILDEK,INC.TO MIN.Yc--3192 pal. WITH SE IONC1710JL3OMPLY WITH HE FLORIDA LORI 0,BUI OF THE FLORIN BUNG CODE PLACED FOR EVERY OPENING. -1/4'0 x 3/4'SOUD SEL AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS M MIN.fh3000 pat. - 1/4'0 CRETE-F1EX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.fc=3350 psi. 11•FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL.COMPLY WITH SPECS INDICATED IN THIS,DRAWING PLUS ANY ISL BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO_ &I)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) -THOS PRODUCT EVALUATION DOCUMENT(P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROMDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE,SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENITRELY EMBEDDED(7/8')INTO THE POURED CONCRETE (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING IJPE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTANCTOR•S RESPONSIBIL.HY. A.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BENT INDICATED ON NOTES Al &A2 ABOVE BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TD EXISTING CONCRETE BLOCK WALL-Amw C-90. USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 1/4'0 TAPCON W/ADVANCED 7HREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER.INC. (I) THIS P.E.D.SHALL BENZ THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET;AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. -1/4'0 CRETE-REX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES: THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERUFFS IN THE STATE Of FLORIDA MINIMUM EDGE DISTANCE(ED.)SFIAl1 BE AS PER SHEET 13. '%%0111111111111 A. /NI/''% FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone &2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT.NO �� EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG CEN o/ 4 Va `®2015 m1E00 N0. 'PAWN er. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. �. cS4C••.'Q Z TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AA/ILL 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 'L E 6r 1 NC. FOLDING SHUTTER CORP' �/� 15 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 7r, *���= SHALL BE AS INDICATED ON NOTB.1 &B.2 ABOVE. = •..�3J ,ems- .>� ES -••O;•l% /� TIU rr TESTING Q ENGINEERING CGUFU •T R V r •Ise xc sem.s.R.sE ono«sumoa,n ales VIMT PALM WJCK NL M413 15-014 9 ••Q: Rise.,(xnXn-uTs,r-,L.>=wl FW.IBM-W-GM 1. •� e-man:67L-ft ... wxJd6peEDPAVM Ke %./� •• RID" .•• N4. E9-0000719 WALTJ A.TALK J, P.E FLORA U.. 1onwe 91FET 1 OT 13 dA' 2914' 1810' 2 b 4�. I�LJ7E- I, t9 Py� .087- a @ - m2'• I - - b 9 9 q � �7. qlP 4� 71• P ^ IT30' __-.._.---_ - - ___ -__ __ ...__ -'. • -,. __-- __ _ _ __ __ _ _ - 180' - _ Ir — 9(T 8E USED .ILL INSTALLATIONS, 6065-76 ALLOY -063'759 OBJ-is ALCO E C� ~_-- C bf?1 INCLUDE PERFORATIONS AS PER .: , 6 - i4120Y _ DETAIL ON SHEET J) 30 30 FEET ORHIGHER�GRADED _ ® MEASURED AT 8011014 OF OPENING SEE COMPONENTs 20,21 &22 ON 1061' All, .TIT LrJT' 397 1961' 2718' T.01T' 26? Q $.170' qG. 1907 •fM' .o0• N •�. OP] � � �.f B .100• � a B,�. � .�. n a .o9,t• .ase 1.96Y .�• � � .OFJ' .OBY• ` - FA0.C) .hep '�• .01TY • - 2771' 2171' . 1715 207 © WALL HEADER — I�r� �' ® CElLIIVG I�E:4DE�� ® M SILL ` C� ® t TRACK AD 6065-73 ALLOY �_S EAD TRA .OY' - `60 OY 60 6-ALLOY -^--'6063-76-ALLOY...._._ ! .600• zeas t2 -ono' COMPONENT a b tl t2 ® 2" 5"MAI(. 0.125" 0.125• ' .o9Y .Oso• N s 2" 4"MAK. 0.25' 0.25• _ �• 1© 2"MA%. 0.062• 0.062" a HP ©1 ALT $Orrom TRACK ADAPTER © BOTTOM RAIN GLFARD' ALUMINiIl[f.ANGLES_r ® RAIN ALLOY 6063-76 ALLAY 3-T6=ALLOY-�---- TB-ACLOY'-' 1>a d COMPONENTS dee. g L \`It (iAhGfN��B� = 1. FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) g 'ENS, •!/�,� 02013 TILIECO o+G TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 0" I:s„ ♦a/M.L 3:'\•\G 07/10/16 L E C O��14. FOLDMG SRUFTER CORP. DATE © 3%8"0-16 ACET'AI;7 a OWNG: TtIBES� - A mow %ny 700 HUMMETPLAM s-ora i,.li r TWIT wsi1Na 8:ENO,NEERINO aONPANY WEST PALM eE�FL 7MI3 THU3fBSCRE'�PSr� SAT'=CENTERPIECES �f� eo NE �T =* /i 4€ :�' x.'�(Im' J 1®. ,-,�, y;,� � _kl „0 ;:AV` e-mae:0,feeeaael.0om JdNq+d,Ne,>acul, 09AMHe No ®-0006719 FO - 6063-76-ALLOY — P' WALTER A.TAW P.E. I-- 26 1/2'LONG _. -___.-_ '/�j� , \ TU=M U.144167 �. aaro a SHEET 1 OF 13 \\ s 'r Taeartap (3)ROWS OF i �mtU.TTar i 114 I HOL ' ' i i F4.SPACEbES 0- 3/8'APART y 0041 By EA7fN - r - ; z-CUR EA SIDE TABLE 1: SOURCES FOR & 2� Oa OVRET ITONS f :: ; OF WINDOW(SEE TAETF 1) oPnrkYS ]x�scars poa S(ArS ' I na i rnA:v.PROPERTIES ST'4' D s46.c A,9iwamE 000. . ._...i_- xfJUCKLE ; i Ta3u./5T�'f7TDE PLASBC - — CIYPJ ; 0O (r')-.------- -� _. - ---- - -- --_. - _.- ----- _ uCAt4KRom 31 r� Low To N 0000 i 2p- -- - — - -- -- -- 00p i -- - WINDOW ENING SPECIFIC ORNMY asN 0792 aoss mJrn -oo�s uym - ' 0 i ' nA� yr ' TENSILE YIELD SMENGWI ASN D838 9,400 pat. 9,500 P..7. ' FLEXURAL SIRENOTH AT YIELD ASTM D790 12,500 p.e.T. 13,40D p..L FLEXURA.MODULUS ASSN D790 340,00)p•a.T. 345,000;4.L 2 j ( 2p ! { t (MUU Eta SNAP-IN END ILlPES:L' ,Spf.090 i -_ i OF W7 CUP 77OAt NOTCHED MOD ASN 0256 18 FT-@fin i7 FT-lb/In ! i V , + (SEE TABLE 2) FIREmnw4nu:rue.erao�e:v;a. i I SMOKE DENSITY ASSN D2843 47.2 S 64.5 S MAY ,� i ' i 41A) RATE OF BURNING ASTM D835 C-1 CLASS C-1 CLASS 'C�S;I i S i i SELF IGNRfON ASN DIM 10407 980 T 1i i SLAT WINDOW 4�ij i i SLAT WINDOW 41060'THICK :BFdllMM ASN 0155 u z+� i Clq I POLYCARa"ZIE w4WIM9 TENSILE STRENGTH AFTER WEATHER910 ASSN S38 93112 OAL 8840 pmt WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WFATHERINO ASIA 038 8401 p..L 8880 pe.L f AM. MAA:(2J WINDOWS MAY RE W ONE SLAT SPACED ALAR: 'v I A MINIMUM OF 24'APART,WIN 12-MIN.FROM EAJAS OF sutT TOP&BOT70AL m TABLE 2: SOURCES FOR SLAT MUST OR &STAIAED ADACENT 1 70 ES NOR AT DORMERS OF PRODUCT, 57ANta1RD MISTER RICE CDNPAYY (000 I T'-'••� i REfFREAC£ ' 000 ' .E.�.rvl7lA illlrLt/7i }2'iA�itliu P BLACK PART --�eLEVART I OOa 1 20 P,�cAL. ; SLATS ' 000 ' SL4rs ' SPECIFIC GRAVITY ASN 0792 0,042 Ibm, Al"'CT ; o0a xN NEWwc 't ) O0 i ) ; I j WhDOW > sTtENGTH asnt D838 n,sGD ptJ. poQ (J)ROWS OF I DaYI ato ; n aAm' Ala' FLEXURAL STR4CM AT YIELD ASTM D79D 15,000 p.aa. 00� i 7/4'I li01E8 j i I FLEXURAE MODULUS A5TM D78D 150,000 pal EA SPACED I WtlATeOTIbM T IN 1 1Y1eLaaAPAIC3 NOTCHED IZOO ASTM 0258 0.6 FT-4b/l, KERTITntaArlgrrd, ' L.L�1_�n ' IXREC7IOH£ yam. �. FCOEFIILAMMp tWE�RftaL EXPANSION ALx 0698 SS:1G tnfh=F 21 Z-LZIP a ASNAP-IN ENI? CLIP MELnNo 1 4 PENATURE AS71 03418 59V0?F 70 BE USED As AN oPrnm FOR ALL rAlSrAtLaRONs @,S TT UrINDOIIr SW ATION UNDV LARGE M1SS2E MAY MICLUDE PERFORATIONSAS , -.PER 2) AVODETATYPICAL I� SLAT WINDOW DETAILS -MAN. (2J MNDOWS MAY DE IN ONE SLAY 5PACED AM..24-APART(ud.T.aV?Y 10 SLATS). W-f 20 VIEWING WINDOW,& (0 L (2-221 CLIPS TYPICAL ALTERNATE PERFORATED {SMALL MISSILE IMPACT) (I)SLAT WINDOW ELEVATION a LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (Hgh&Non High Velocity Hurricane Zone) ®xotsntTEwINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR4RNO!° � (`� , FOLDING SNUMR CORP. 05/IG�,S LMTc a � TILLR TESTING Q ENGINEERING COMPANY 7089 HE11G.—,PLACE *1 ' = ma NW,xX.s..as 1m,VeWA 9.�ttI4,n 33,ee WEST PALM T89CH.R 33413 15-014 CC= Ran>b,a1ME5-15b.la::(SM1Qf1-1831ISIO-843-8371 �c T�OF cv a ar.Vit-oaa aa,,: D9Mmta W> ED t<1i•~ WALTEJn Pr w.r oarAnv me a. mslw w[ �rI 1tIit1lt , FLORIDA LTG 44tG7 !-..I q+R/:e i� 3RFET J aF i3 1 2 3 4 5 6 7 A 6 , O� ®'®+ 13 _ _ A __-- --- 2 orT! OR 19 4 oR 5 8 (2) w w zUSE(2) AT 30' : 15• n 2 ♦ NOTES ON®&LOCKING TUBES ®ATQ4&SQ. N O O.C. FOR SPANS w UP TO 99' o 1.TWO (2) ®SHALL ALWAYS BE USED AT PROOUOT'S MIOSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99 . USE THREE(3) FOR LARGER 92- 1 USE(3)®AT 30"O.C. SPANS SPACED AT 30" D.C. AT ME AN. COMPONENT MAY BE `o FOR SPANS LARGER I STALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED EHTERPRiCES THAN 99' UP TO 144" (OR 5O. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2.(2) LOCKING TUBES SH ALWAYS BE USED TOP &BOTTOM AT .v aC a PRODUCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATK)NS. LOCKING TUBES SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. q oR 1 S (2 1 t T SEE LIMITATIONS FW(g ON SHEET 2 --1 ai . I. l SEE END CONNECTION DETAILS ON SHEET 9 TTP. FULL HEIGHT.FOR s O O+ 3 , O+ 1 B .®+ 1 , CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O © ' O O 9 + 10 9 + 10 + 1 � + 11 UNUMfTM WIDTH TYPICAL ELEVATION--* N. T. S. * NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. ��� ii SEE SECTIONS TW&2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. \\\�\CGE\ T J /ice FLORIDA BUILDING CODE(High & Non High Velocity Hurricae Zone) SEE SECTIONS 7AW, 78W, BW & 14W ON SHEET 12. ' 02015 mTEDo INC. TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM oRqmU = 4167 �i1Di15 FOLDING SHUTTER CORP. DATE • •' g E •wTD1JT TESTIND R ENGINEERING COMPANY 70"NEUVIRSEF PLACE ]11tH P WW WADI,!L 33113 ,�• t ,•�`�a ®1f,.&e,0.6Ea ffi1.Y 2G d16da R At ISOD-W-sm 15-014 Mr ( )elf-1110,.Pot:(]D5)e11-1111 1:1 f000"I ol.ewn lalWnDMluDss•e.Nf DMMMG Ne WALTER L TWf Jr.P.E FLORIDA a— MfE7 MD'e a SHEET �613 I L POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED. OPTIONAL WJN HOOD POURED CONCRETE � EOSRNC NON STRUCTURAL WALL ' O.OfiO•THICK SS OPTIONAL RAIN HOOD (NON-STRUCTURAL) REWIRED. TRM(DECORATNE HEAD) (NON-STRUCTURAL) '(SFE SHEET'13),•I ROLLER�) H0119Nc y B 1.000 2.50D"MIN MIN. E0. NAL • (2) 2E MLON —��--� CO NNICD011 C2 (No_ / � HOOD (SEE SHEET 13) d. (NON-SfRUCfURAI.) ' #10x3-S.S.SN.S.W/ 3/16'ALUM.POP RVEIS, 1 13 -- 0.373•LONG N1LON 3/10'ALUM. 0 18.O.C. 1 — 11L tR15HR10 W/A 4.190• COQ POP M'ETs, I 1 (2•xt'YAX) •�j ' LONQ TOP SET.'RON 0.$00• 0.10.7•.0.270' O 18.O.C. 1/4"d fN!BIPIDF7t S O.0.AND 0245'i.d AND // 0.223.'U7NC BOTTOM U.TfTAFAB I ARIL SEPARATION 7HREADFDRMW'IECHNOL= I . SEIRION 0.320'O.D.ATO WEAVER POURED CONCRETE TO GLASS OR 1/4 0 E7DD 0249'L.tl_ STRPPNG E0. W CONCRETE BLOCK '.' COfSIliUC110N FS10IX1C15 I 1/4" x 1'TEN SIDE(TTP•) I Or WALT.REQUIRED. (SEE SCHEDULE I Or i CTEiE-FLD( W/1 3/4' 1 S.S NSOU'NTRI H rte xl• vaPORM1E1s,• ®t � pN SFOfT Ia) ®t &� MIN.EMBEDMENT O e'O,C. I WASHER 0 4'O.C. 0 18'D.C. I or t POURED CONCRETE OR CONCRJ11) MN.SEPATU110N WALL REQUor (SEE FEED or tON SHEET 13) ''®tNTN.SEPARATION WSSI 1D GlASSPOURED CONCRETE ' (ON'� ) ) of OR CONCRETE BLOCKWALL REQURED. CDICR' 1/4'0 x 1'TEN/ (SEE 1 SCREW OR 1/40-20•x1• W 's i SS YS WITH NUT& O 4'.O.C. n ('1D0'SS S.M.s.W/1/z"r 1/a•a rrw I�uuoEx_ 1 xl'LONG NRDN BUSHINGS TIREADIWHM 1 + x ryyglj .• (ryp•BDTTOY).AND 3/4' OR 1/4'a E7.E'O (SS,SHEET 13)r' LONC(ryp,TOP).D(CEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUMCIN PRODUCTS 1 13 ROLLER HOUSNG("va SECTION 2 CRETE-FUX W/1 3/4' I (z•xt•MAX) N EMBEDMENT 0 fi' MN. D.C. 1 WALL FACE MOUNTING INSTALLATION W50ANDIOR SECTION 1 1/2' SPAONG ANCHOR SPACING ' GROUTED BLOCK REWIRED 1 OOO 2.300 MN. (WN.1'a-2 k.1ROU i GT)OR MIN. ED. E)ZMC NON STRUCIURAL POURED CONCRETE j WALL TRIM(DECOMM SILL) 0 6 AN NOR S'AONa STAGGERED ANCHOR CNG DECORATIVE WALL TRIM TRAPPED DETAIL FOB-U6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX.-S.D.DESIGN PRESSURE RATING = +65.0. -90.0 PSF & CONCRETE BLOCK \\°' i �� "'��A FLORIDA BUILDING CODE(Ifigh & Han High Vebcity Hurricane Zone) '••• T/ r, 0 2019 TILT(x0 INC. TNBLWN TED. SCALE: N.T.S. rya?�' GENSF"••.9 ., TITAN 11 FOLDING IMPACT PROTECTIVE §YSTEM AAMC NOTE FOR COMBINATION OF SECTIONS: * ED. EDGE DISTANCE z = FOLDING SHUTTER CORP. 03/10/1s SEE SPECIFICATIONS ON SHEET 13 IL EC O�N�. HEM91REEr PLACE °�� IN Ny WANG SECTIONS CAN BE COMBINED C ) nwr TESTING&ENGINEERING c .F— �p �3y413 IN ANY WAY TO SUIT ANY INSTALLATION. - nm Kc sw.se.a.ms,vMraia awsO w R MIN 15-014 �O •1 S F �'= T+nd+.OOsl.rt-Ism.Fmr.(•,EDTA"-,sn RI:1000—Oa-8371 �/ .-mal:1TItenMbel.eem —.td&v huNaicam DRAWING Tb 1 t SIE LIMITATIONS FOR®ON SHEET 2 � •• C �P•'\ WALFT(IRDAKER A.TILUTJr.P.E. m� ' Ue.f"167 SHEET 5 OF 13 1/4 pe0LT84w NUTS WASIiE1/4 a/4' 0.060'THICK 5.5. PO CONCRETE CONCRETE OR RotLIIt NOUSHO MN.SEPARATION I (:ONCRETE REQUIRED I TO CLASS MN.SEPARATION - OPTIONAL RAM HOOD (--EE SCHEDULE (SEE SMULE TO CL4m O(AIZtromm O!•'- �• (NON-SRNICTURAL) I ON SHEET 13) may},Or g ON SHEET T3) l Or . (SEE.SHEET 13 _ _ /14:3`S.S.&M.&W/1/2-0 AL710d44TE 3f T6•ALUM. 'C'I t � ALTERNATE 3/16'AU L. &t '� -x3/4'LONO'NADN BUSHINGS POP ETIEIS O'5'0,0. POP RIVETS O 5'O.C. BOTTOM),E%CEPT AT TROLLER A7 R1fRI AT REAR. I HOUSING .) --' 3. - •a _ I _^x - ■ 51 FO.EO 9 In 3116•ALUM.Pop mvm I 3/16'ALUM, PCP RIVETS o TO.O.C,8041 S!DES •' O TO.OA BOTH SIDES O"OET TAT 8� 3R/GM O W POP C /10 x r Ss.S.u-&W/� o.373'LONG NYLON KT.0.163' SUSHNG W/A 0.150` I MIN.SEPARATION 0.270'x0.070' LN.J LONG TOP SECTION OSOD`I TO CLASS ULTRAPAB g MIN.Jj4'PLYWOOD /4'PLYAO(0 O.D.AND 0.245'Ld.AMO y1EATRER REQUIRED $ 1/2'LIN. REQUIRED (SEE SENFLt1LE 1/4'♦T`APCONS OR O.T23'LONG BOTTOM SBLPPINC EA T or s3 ' SECTION 0.320.OD.AND ON SHEET 13) SIDE('IYP.) M71.t 8 ANCHORS 'CRETE-� $ 1/0T MU MOLT O To io•Q.G 0.245'LdWASHE'C1" ') Q EACH SIDE 1/4`TR&NOT W/ S ■ _ '^ NS OR POURED CONCRETE OR WASHER7ENOT O 5'O.C. CRETE-ELEX ANCHORS 6'O.C. CONCRETE BLOCK WALL t or REQUIRED 2'x4'OR 2- xIIW POURED CONCRETE OR 547'x1/6'Goo-To CONT. ALTERNATE J/16•Al1JA1. 6003 16 CONT,ALUM. POP lSr O S`O.C. t ANGLE CONCRETE BLLA�I READ ALUM.ANGLE OR SENT PLATE. AT j°' STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOT' MOUNTING SECTION 5 INSTALLATION SECTION 6 IMAX.A.S.D. DESIGN PRESSURE RATING-+68.0, -88.0 PSF MAX_AS.D.DESIGN PRESSURE RATING= +66.0, x-66.0 PS`F a x I ■ ^ o'aPOP'�O MNSf�ON BOTH S � (SEE SCHEDULE ON SHEET 13) 0. &ANCHOR TEC 1 or CONNECTION 07 &ANCHOR (SEE SHEET 13) R AMC LES ORIENTATION `L^S' ORIETLfE i/4'0 x 3/4'TM SCREW W/ � POURED CONCRETE OR Sj6'WASHER OR 1/4'x 3/4' ot.o3 CONCRETE CK WALL BOLTS W/NUTS&S/6'WASHER O REQUIRED 4`O.Q. BUILD—OUT FACE ,MOUNTING INSTALLATION •m 8 a� SECTION 4 (SEE SHEEr'� o EQ. EQ. 1/4'6 x 3/4'TEKS SCREW POURED CONCRETE OR OR 1/4'x 3/4 DOLTS W/NUTS CONCRETE BLOCK WAi1 &5 WASHER W 6•ox. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FACE 40UNTING INSTALLATION SCALE N.T.S. all , 0N AA SOTTO FLORIDA BUILDING CODE (High &Non High Velocity Hur'riswne Zone) ����V ����'•. s/'�i 020154LTEC0 INC, NOTE FOR cOM81NA40N OF SECitONS: >ft a\Q':'�•C�f�J j7 TRAM II FOLDING IMPACT PROTECTIVE SYSTEM own IT(' ED.=EDGE DISTANCE 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOt.DI SHOO C mjle/15 IN ANY WAY TO SUIT ANY INSTALLATION. DUE •- *T f3// � '*S 714JT TES'11NG Q ENGINEERING COMPANY 70"NET4TREET PLACE I SEF LIMITATIONS FOR ON SHEET 1 �y;•'/ $T�t C 11 '2 Z �'°" 81'°�ass' eim°rs•n.ales wwraTT PAIL OTADI.N.37417 caOs»-,ma. =Lsssas»-,sss 1�It 1800-6f,_4JJ1 15-014 ����La ��LL\ s-ma� .cem �wrfa76�gMAla4mm ORAWIIiG Ife WAITER1'TD16DA 1 4LLR Je.P.E �'.r ,mwe, ■a r rar�,w � L1a.t u16T , mBaer aam,w SHEET 6 OF 13 •MIN.ED. POURED CONCRETE CONNECTION C5 REQUIRED __ (SEE SHEET 13) 0.060•THICK S.S. ROLLER HOUSING 40 OPTIONAL RAIN HOOD (NDN-STRUCTURAL) NYLON IOx3•S.S.S.M.S.W/1%2'0_ "ROLLERS)NYLON(rYPJ x3/4•�NG�NYLON LONG SBO TOA)•)EXCEPT AT ROLLER I B HOUSING(TYv.I ®10 x 3•S.S:S.ALS W/- }/16'AIW. 0.373'LORD NYLON BUSHINC W/A 0.150• POP RIVETS. I LONG TOP SECTION 0.500• O 10,0.0. O.D. AND,0.245'14.AND CONT.0.1113'.0.270':0.030'' '0.223,LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320.O.D.AND STR Mr.EA SIDE(TYP.) 0245•I.d. ! or 1 or 8 ®T '8 MIN.TO GLASS ®t (SEE SCHEDULE 1 f3 ON SHEET 13) MIN. A(RADONTo CLASS s 3 (�SCHEDULE1 or : •S MIN.SEPARATION nB ON SHEET 13) ®T 1/4'e x 1'TEAL SCREW OR 3 - TO CLASS uyi 1/45-20'x1•S.&MS WITH (SEE HEFTSCHE13) / or! I OPTIONAL RABR GUARD NUT do WASHER O 4'O.C. 7 ON SHEET 13) ®t 3W (NON-SIRUCNRAL) V ALTA17NAlE 3/16'ALUM. OPTIONAL PAN Gt1MG POP RIVETS O Y O.C, (NON-SRRUCNR L) EA AT RR. I 19 I 13 ALTERNATE 3/16'ALUM_ ' 9 ALTERNATE LEC n AT REAR. O 5.O.C. I°3 LOfAnON WRFC n Fi i 3/16'ALUM.POP RIVETS ANCHOR COLIIELym C7 n 9 • 'ALUM 16' POP RIVETS 16 O 10.O.C.BOTH SIDES (SEE SHEET 13) r•. p O.C.BOTH SIDES r EDGE OF [7///. 1 .EO. D. SAPPTUB StAABB F CONCRETE J/ °OOwvv=l"p;? APPLICABLE REQUIRED SHEET 13): POURED CONCRETE . O POURED CONCRETE / REQUIRED. - • ce MIN.ED. REQUIRED MI ( . • N.Ell •TIN.110. •may_ED. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION Al BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE:N.T.S. FLORIDA BURRING CODE(High k Non High Vebeity Hurricane Zone) `\\��.:.•••"•••..• �ri� ®2015 TUEco TNG TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 'R"'N 91 NOTE �-- OEDGE DISTANCEAG./Y.L 1- MOSECTIONS CAN BE C0MI31N (SEE SPECIFICATIONS ON SHEET 13) _ z 03/10/15 IN ANY WAY TO SUR ANY INSTALUTION. FOLDING STUTTER CORP. ATE T1LLIT TESTING Q ENGINEERING COMPANY 7055 HDISTREET PLACE ��.{y{yy�.-�,�C - ax5 N.R See. a..Sv7.vav,p 6xma14 n.v,ee WEST PALM BE,LFI.FL Ja41J 15-014 x'09. RMF v1 2 na+,Pte ,-,90. -,SS, Re IBNI-643-5371 tt SEE LIMITATIONS FOR®ON SHEET 2 • e-maE�LT�1 eLeom �.TtldYgEhuWnf.ade BMWNO No WALTER ATAL7T Jr.P.E. FLORIDA uc/44167 xNfa e� SHEET 7 OF 1J •POUt6N OONC✓>EfE GP C e.om'L1Ax a SP/.N 11�Put SdIEDOIE (&£5061UIC) 11)60A5 Gr 1/Pr TAPCQ6 X X �,gpp5 GTPJ(�StlEDIAEJ / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (a)1/4'x 3/4'TE>6 9C13xi ——— — ---———————— ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS Ar r as LONGI UGA T. 0 0 0 0 0—o MAXIMUM SPAN LENGTH EA END PER END OF TUBE A1TueEPOlsatmuE -- ------`-'—" TUBE eoa>-Te gum o 0 00 SITE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM tµti.3N•me SCREVF - ,/r im. SPAN T1 ITUBE TUBE TUBE _ e e oc 3,.4•«313'a .4•ar s•�" IRE 80' 106.0' 13 B .i 1r.1/41 LE" 11/41 lfNCnl 3 TG AL16A NtQEto AlJ11L ANaE]�� 2"x4'x1/e' 96` 85.0" 17 10 144' 69.0" 13 e 1 80" 117.0` - --77- — ------10— - - -- ----- 3•dxi/aiOlmx 2'x4"x1/4" 96" 110.0' 21 12 (as-S�n1m�W�AANME Otd LF14NO PS DTPJ 144" 91.0` 21 12 r VM TUBE 4-4 109.0' 17 10 TYPIC-AL FL�VATION (TUBE AT TOP) 2'x5"x1/8" 96' 100.0' 21 12 cpau TUBE MOUNTING IN5TAW11DN " w'g crSTmN xx1 144" 81.0' 17 10 >rs�e xrs SP'W 7LeE LENGTH 4 7/1/.M�L 80" 124.0" 21 12 yw.• Eo- .) RUNW14, I/rTP. 2"x6`x1/8" 96` 114.0• 21 12 ak ^• 144" 93.0" 21 12 �eF OT 31P°'313'ar ria' Yu' *VALID ALSO FOR T ABOVE TUBE BELOW DOESTION ONLY WHEN THE.PRODUCT OF THE s1o.1np1 tnx.Tn pf m �,/ SHUTTERS HEIGHT ABOVE& SHWN ON NOT TABLE 1CFED THE MAX.PRODUCT SPAN (SEE re EVA M�tlE (�Erb (gE 5tl1I]IULE) T.ALM y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (1U8E AT MIDHEIGHT) MAXIMUM ,3/4•Ta vaLw o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ H ANGLE NUMBER OF ANCHORS —.1/4;.an ———-—— ——————— SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE e/•ar 31Y or � �mN«a.E 60' 78.0' 13 12 3/4•Tats Suax _ vM nmt PER ypRMULE 2'x4.1/8' 96' 6.0.0" 17 15 Qam•ta6c Ar r as uxamAawLT. 4 (,wJ 144" 48.0' 13 12 OR POURED Co1OElE BLCRIME,COWRE OCK (z)IL'NS oP t/4Y rAPmla TYPIC(_EL $�1(7UBE AT BOTTOMI 80' 87.0' 21 18 ANOIOitS(1T'PJ(SEE 3atriAD 4wAu nlac Yrnrunun INSIALui1DN 2'x4'x1/4' 96' 79.0" 21 18 3EC710N Y swl IURE 144" 65.0' 21 18 (a)1/4•x 3/4'ms SCREW erg J14-ar 31Y s 31111/4' 4 t�nP`jam' BO" 77.0" 17 15 AT 1'PLG 101ulUdN/LLr L}MIN 6063-1e ALW.MZaE ffMNG 11un 1/1'TP. h � ('RE,xAEnAE) 2'x5'x1/8' 98' 70.0' 21 18 �.)( f 144' 57.0" 17 15 d 80' 88.0" 21 18 Ma 2"x6'x1/8" 96' 81.0' 21 16 144" 66.0" 21 18 Z Z 0 0 0 0 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE /;0xslenx,xRLW ------------- OR GROUTED CONCRETE BLOCK WALL CM swLIJ o 6'o.a O O O ——————O O O SCALE:N.T.S. �F'7suAC O O O O O O SPAN 7I8e�'svlt>HAE MAX.A.S.D.DESIGN PRESSURE BITING-t72.0 PSF 'Car 3_13'ar 3 17/4• N � \ FLORIDA BUILDING CODE (High& Non Hlgh Velocity Hurricane Zone) ALML ANGLE >a ("�"'�""`) �?'' ENSF'•.��'y ®mtsrnTcwlNc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Be 0/ m/10/is P�,aG CON�tE mt _ IL E C O eNc.. FOLDING SHUTTER CORP. GATE 0R CONCRETE ' TILLIT TESTING&ENGINEERING MUPAW t6e9 IfE11STfQET PLACE nLOcx 71611 314•>3%r w Ya11/4' , �` m.%N.a SPL el.9a 3 5,ttu4A olA EER n.J31ee R6T PI1H IEACfI FL 9413 15-014 (e)Ira•.3/4•Toes saaW ra AtIN.AIMSE TYPICAL ELEVATION [TUBE AT YIDNEIOHTI P L4-» tss +n L t«osot(m)men-1m1 fes' aa,LNne No AT x M. as�IamtnoaAUIrRE MOI.I�TiINO BiSTALLATIONo ' aRt� �`\ Co- 719 m "•` T SEE L)AfATI0Ns PoR ON SHEET 2 WALi7F A T! Jr.P.E $EMTON Z © Ji. FWIOnA Lte./H1e7 >+nM SHEET a flf 13 \ • 1/4'0 It 1 3/4' NAL ED. TAPCQIS/Cf�lE-FtF% (SEE SW �ODSnNG 13) DIASS ANCHOFIS O 18'O.a � SKID STRUCTURE IDN,ED. 33gg 5.758'(TYP.) ETDSIINo (SEE SHM 13) EaSTINO STRUCTURE STIMMRE _ 3/8Y1NRDFHOL ,4At 1 3/E4- R�x f OCFE R318'POP RNEM OR 8- Ie•A 3/4.MM a ANOIDIS o 1O.C.,p0.C. 1 1 1 / 1 , --- /1e•POP 3 f or I t or 1�t or 1�t ma o 1e•o.a 0 - -- — -- -� --- -- END CONDITION so.a 90.0 90. "c 90.P 3/,K POPRTM OR 4• 8 4 SHAWN '/ ''/` ° ORU5 @0 J TWE—R-10—R] (m NOTE,) (:)@ C 30•ase NOSPANUP TO 99• \ '�eFD(s) a ao oa o WOSPW" Up HORIZONTAL SECTION 20 °To'"sPA f a 5O.'wY Av6 (,�„,M„ / \ •HMONNL SECTOR .. SCRLV UAY BE I SMIID �1,�Dnfllf fU INTEMOR OR ENTENOR) OR WOa� INITRIOR OR ExTER1011) OE", 'RUP RNEIS 2'id'RtA cart. MY VARY AT LA4f SEAT AT TRAPPED NSTi1umms 4 OR 5 60 1-,6 A„w ANCEE 4 OR 5 ! tAPaON/aRTE�,ex SHO ,/p�E_ SHO I f SEE l.It1ITATgNS FDR©ON SHEET 2 ANa+� te•O.C.% mom a 1e•D.C.ro \ 3 / E1a5IING SIMICNRE _ EXMM STRUCTURE BUI —OUT ,/2. 2•.211/8 COW. InN. 6063-Te Auw ANGLE Ea Ea END 3/16•POP RNUS ��STROCftIRE ANG"' OR 1/4•t 3/4'TExS OR 'r tiffs 0 12 � 'o e�W/ ND LOCK ANGLE END LOCK LE NOTE rlumaNTw SECTIO, HMONTAL SECTION NOTE E-1 2•,4•t ve•6o83-T8 1//4•,3/.•TER CONT.ALLIM1raW BENT ANGLE SCREWS A1fACNED ro ONE. ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR COGrnP1ECE 0 6'oa INTERIOR CENTERPIECE®OR(5)1 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2)®e 30 o.a o �F NIOSPAN TOR To sR' SOLID THERMOPLAS71C TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN!(3)Xe 3°' 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.T III u' P I°R uP 7D tµ•SPAN(TMTIB INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SWILL BE 0.363' DIAMETER WITH SOP"tNT MAY BE mm m A 0200' LONG EEVEL•TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 1N1TxaR OR rxm6a,$) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 WN ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE alb SHO (1)PIECE, 1.375' LONG, WfTi1 A 0.36674.366.4.630' LONG END SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE® THE TOP OF THE PIECE MUST INCLUDE A 0.684' tum NTE)R DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. sao SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 ) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LEVERS WrERIOR 4 OR(5� OR EX,WR) SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HOMiONTAL SECTION `��� ,•• •.,✓ �i, FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) CRI END INSTALLATION DETAILS INTO CONCRETE, �z 020'Snu¢°iNc• IRAN II FOLDING IMPACT PROTECTIVE SYSTEM .L No.44167 03/10/13CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUTTER CORP. 'D15 R;c ` T1LLT IESTINO&ENGINEERING COMPANY 7�9 IE36MELT PILL ® � ®1 NV,fe,,.A sm SD;Vmru arova,11 3]1A8 RA,`•T PAW BTN3L R 33413 15-014 DRAW e-rm-,um.fu,pm1eL1-IRt PH:16D0-6/3�37I moi,%c ........ G\��� R 6R 0od.mm ..r.MmnpNull�.am NO Ne ,� \ WALTER EB-000019ur.P.E w[ ®A un • ATE ROMDA Lk.1 44167 SNwr 9 OF 13 2•.2•.1/6• - - - - - ILaNMAI ANGLE BInLD-OLIf_MO�M PER SOCnON 1.SHEET 6 s 16-PCP IavEls. ANLL IT'MCLE - WY FROM OP FINE AVAY i7,0Y OPENING — OPEMpNG) NO M IL tl' WIT�mTo H09 STRUCTI RE 3 RUUI-our PER SECTION 4.4.S HEII 8 (2)3/16'NP 861:15, A1GI1 LEG OF 2'd• ANOIE HEAD EXTERIOR ELEVATION �SILLLAND so NT SIDES PIAN VIEW A—A IIOUM EUR ONE �� �`` OF PRODUCT ra OR BO,N ANQ6 , ® OPTIONAL SIDE AN (2)/1/4•..�/4• `1 y'jaEnal 1 / RIP R-2' (EA+EisnoN 4.SWEET 6) 106 a,e s/18•PM6 WVE1S PFR ANGLE BD BOTTOM OR 1B WALL(2 RmRm) . . ((2�1 t� 111!£ d1E7E/-RER T FA A1GIE TD SLAB ® t/4•A:t a/4• TAPcas/eRE.tE-FtnL` FgUMPM]CESMAYEEFLAr PIECESSr. Mg10T5 0 16•C.C. c\+el °0 L DO RIVETS OR ExlmNc sTRL,cn,RE 3/4 TEKS t, I11V O.C. 3 CORNEEDGE OFCONCISOMETRIC SUB(TYP.AT TOP ANDBMW BASS) 9 R L D EEMT R L END TRAPPED END CORNER PST CONDITION W/ FLAT END HOPo20MAL SECTION • / � FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, ; :'\\�ENS� .: ®2D1s,„mD INCTITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMIC CONCRETE BLOCK & WOOD (AS APPLICABLE) = No.44167 E O7/1D/,s *= I L C O,N.. FOLDING SHUTTER CORP. DATE 71LLT ";A�. 619 Mr. 1!4 i]n1,rRaa,areas n N4 61T�p� 13 15-074ZF46 6 ENGINEERING COMPANY T�y A1 O J \��` Pnd.,c�mmr,-faa.ra,EI�mN-,sst PN:teaD-INs-em U R'tV'` e-+nat t6Ootl.eom ..r.fal6,gd.Rdrsean DRAWING Ne `• • m-0000006719 \ WALTER ATILT Jr.P.E. _ FLORIDA Uc./41161 ,� .rN^ SHEET 9A OF 13 AI ,\\ �' WALL FINISH OPTIONAL FAN HOOD _ . (NON-STRUCTURAL) .« WALL FINISH /1073'SS.S.MS.N/ op) COMMEC.CF10N C2 � 0 LONG NYLON BI5HNC5(TyP.TOP) /- - — -AMD-1`-LDNDQ7p.-tROTTOAQ.-FJ(CEPf__ // - AT ROLLER HOUSING(TVP.) Pr< 0.050'THICK S.S.ROLLER HOUSING (2) OPTIONAL RAN H000 ROLLERS �'„j (NON-STRUCTURAL) ••0.833'0(IYPJ 1 2744'CONT.WOODJ/16'ALUM.POP ` 'HEADER REOb. 1 #t0 x J'S.S.SX&W/ 1 0.373'LONG ITA.ON RIVM.O 10.O.C. y BUSl6NC W/A 0.130' CONT. �”y g ,r COHlEHHON Ct LONG TOP SEC1fON CLEW 0.153'x0.270' f �, 1 0.0.AND 0.225 Ld.AND - 1LONG t)OTTOM � � 1 or , SLTfION 0.320'0.0.AND STRIP IN 1 0.225•La. aDE�(TrPG.)� ® t � \ 1 5 .l_',� J/16'ALUM.POP r _ :.rt:'•:9'<: nM a ia"D.C. 1 1 ION.sEPARARON MIN.SEPARAROrI Y.4'Own WOOD (SEE mSCH IA.E 1 or ASS HEADER REO'0. SCHTO EDULE 1 ory+ ON SHEET 13) (9 t ON SHEET 13) ®t 2'44'CONT.WOOD 1 1 PLATE RLWD. 1 1 WALL FACE MOUNTING INSTALLATION H ''4 SECTION 2W (TOP) 1 oLa.�saRar rti WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION JW INSTALLATIONS DETAILS INTO WOOD ``\``1tlNHA1f T��rlryrrri FLORIDA BUILDING CODE (High @Non High Velocity Hurricane Zone) T SEE LIMITATIONS FOR ON SHEEP 2 :�P;•'��CENSF '� 02Dts RLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMKB" AA NOTE FOR COMBINATION OF SECTIONS: ? C�+ 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO FOLDING SHUTTER CORP. w/t0/m I—MOUNTING SECTIONS CAN BE CON13INED �� BE HAVE A KIN. SPECIFIC DENSITY OF 0.46 OR EOLW. _ = 70Ba M BEACH. RACE IN ANY WAY TO SUIT ANY INSTALLATION. L 03 = RLLff TES'1IN0 3 ENGINEERING COMPANY WEST PAW BEACH FL STNJ ,�$ wv,ae ae.a„se.m wrt:RrA mmHg a m,m T 5-014 '���•, \<li= RMw. 0-,60.Fm..R.l®)eRR-,'J], ;rO'•..F� RI P.'•\G(r; - .�••, i80-ird0M DAWG xuER-0006'ts • / ` WALTER A.TUIr Jr.PE m �l �B.15EYV 0-TE rLOR DA Ur-/44167 SHEET to Or 13 �rU r V IY I•Iv L\ r 1/410 N 3/4'TEp SCREW OR 1/4':3/4' BOLTS W/NUTS&WASHER®6.0.C. 4'e8' II.)E)GS11NG WOOD BEAM y`.• STRUCWRAL ADEQUACY OF EXIT=WOOD BM TD EE REGIS- CERTIFIED R OY REGISARCHTECr ENGINEER OR AROOTERE PRIOR WALL FINISH 0�7�No t SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSINUATION. N.2'714'CONT. ..:•: C4 WOOD HEADER OPTIONAL.RAIN HOOD NOTE FOR COMBINMON OF SECTIONR REQ'D. EQ. EQ. (NON-STRUCTURAL) NTING SECTIONS BE -ifou'SS.S.U.S.w/1/Ye a/4" - N ANY-uWAY TO SUIT ANY INSTALLATION. EON pH m LONG-NYLON-BUSHIN(;5; AND Y LONG(tri'•BOTTOM),EXCEPT AT ROLLER HOU;RG(TLP_) N HO ri OPRONAL FWOD �d :i a•st:;I (NON-STRL CR7RAu ;,r';!='y?n;;L.•. -� 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO -i ,r•�'"-T+`_ (22) BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL m C i i i 111855.0(TIP•) 1 11 rT— I 11 I I I T'T I 3/16'ALUM. +10•3•S.S.SM.S.W/0.373'LONG NYLON i_:•-�i i LL'i—' ~r- 8 P� �. BUSHING W/A 0.150'LONG TOP SECTION I 3/16'AM. pLTERFN7E LEG 0.500.O.D.AND 0.245'Ld.AND 0223'LONG POP RIVETS, I LOCATION COW.0.163'X0.270'.0.030" O 16.O.C. (SEE NOTE•) BOTTOM SECTION 0.320'O.D.AND 0.245"I.d. ULTRAFAB (TYP-) MM.SEPARATION I TO GLASS STRIPHNO EA.SOE or t (SEF,SCHEDULE DYP•) 1 ® �I ON SHEET 13) or ®t MIN.SLMASS ON a YIN.SEPARATION I:I (SEE SCHEDULE TO <J y ( 1. m� ON SHEET 13) > or k ON SHEET 13) -or ® t ®t � I I ) or® t ALTEIRIME 3/16"ALUM ALTERNATE EEG 3 OPTIONAL RUN GUARD POP MELS O 5'0.C. _ LOCATION (NON-STRUCTURAL) r r_� ` ( ) ALTERNATELOCATION AT REAR. I I I-L U J I I -„ ( (SEF NOTE•) I (SFE NOTE')-7 1 I�______�1 II ALTERNATE 3,/16-AWN VY. POP AK 9'O.C. I II L__J I! � � i I I n . AT REAR. gr WOOD PEA.CONT.1F�— __-'�_____r-� I n a aro?. ;.•-V.:..: p 8 in 13116; m REQ'0. A4F=RS o 1 ^ I n n3 4 3/16'ALUM.POP RIVETS „F O 10'O.C.BOTH SIDES Eo DERlEDCECUm, 3/4'tM SCREW (NO FIRMSDWED) WOOD PLATE OR5/ L754W/NUTS 114'0 N 3/4'TEKS SCREW REQD. WASIETR O 6'O.C. CONNECTION Ce K, W/5/6'WASHER OR 1 1 r/4•■3/4'BOLT W/NMS& �' COEIIfL'EION Ca 1' I 5/B•WAVIER o a•D.C. WALL FINISH 11 I 2'MM.ED. Z'MIN.ED. e C3 wAu F>rRISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOMS SECTION 2W SECTION 4W FLORIDA BUILDING CODE (High At Non High Velocity Hurricane Zone) qM :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ��v;•'•LSCENSF':;�y��� 0 201 nLTEco INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N INSTALLATIONS DETAILS INTO WOOD FOLDING SHUTTER CORP. 0304TC •* TWT TESTING&ENGINEERING COUPANV SCALE N.T.S. 'd�.a� _ m51 N..Sea.9.a.3m.YeQw°V®4 M1 mise WEST PAWMACK R�1Y413 15-014 Pa+:(m)!AI-Imo.1'm lP --ImI PX:1800-8/.7-ESTI D,< • 'OCp DP ��' oR:6lteeaonal eom w_1 OIGWntO No El WALTER ALA.t�Rf7�1 Jr-P.E. "'• m' ___ //,'A •• `, •TE FLORIDA Ua/"167 rtnoe r SHEET II of 13 --- noon — -- — - - - r MIN.SEPARATION To r' or t (SEE SCHEDULE MIN. SEPTO I N ON SHEET ) . or SCHEDULE ON SHEET 13) OPTIONAL RAIN GUARD (NON RAL _ .. + -STIWM ) I ` -- ---- ---1/4'-0;-t'-lEX --_-_ ___ _. A11T]iHATE J/18'ALUM. a� - - - SCAETF OR 1/40-20'x1' —_- --.—. ___. -____ - _ ?OP RAS P 6'-O.G _ S.$.LLS WITH NIRd _______---__ __ -AT-REAR._ WASHER O 4'O.C. I / 11 r 3 16-ALR.POP RM1t15 O 10'O.C.BOTH'IDES - . EDGE OF SLAB v� F APPLICABLE EDGE OF SLAB AISFANATE lEC h n CONNECTION C7 IF APPLICABLECO ANCHOR LOCATION _ (SEE NOTE•)�c1 _ 2'x8'AIN.WOOD DECK REQUIRED (NO FINISH ALLOWED) i1pN C9 EDGE OF1 2'MN.E.O. . APPLICABLE r ��� m�GAEp OF 2'MIN.ED. API t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I MIN.ED.i 1'MIN.ED. NOTE FOR COMBINATION OF SECTIONS SECTION 7BW -(BOTTOM) 2'x C IAM.K REQUIRED MOOD DEC1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLOWED) IN ANY WAY TO SUR ANY INSTALLATION. MIN.SEPARATION GLASS FLOOR MOUNTING INSTALLATION PUTS REO'D.2'x4'CONT.WOOD ToCHED NOTES (SEETo SCHEDULE t3 SECTION' 7AW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO M BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ':`•;;,;;'., ;?:=}: WALL X91 (3)6/16'0 LAO 2' 2-SFE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN or®T b ' 4' PNTIPRESSURE RATINC &SPANS MR M ONYATMO60, 3-176 xCan. ' o (2)OP RAFTER/DRUMSt5 o ALUMINUM TUBE EXISTING 2X WOOD g 1/4'x4'(6011 FLAT 2'x4'MIN.WOOD PLATE W/1/4 0 I'TEN TRUSSES OR RAFTER STREWS O G. O.G.IN AT 24'O.C.MAX. STI1D5 1BEN TRUSSES OR PLATE W/1/4'0 x1')FLAT TOC (2)1/4'0 TAPCON OR 1/4'0 CRETE—FLEX SCREWS O 4'O.C.IN ANCHORS aR#14 NDS WOOD SCREWS OR 1/4b m B BETWEEN TRUSSES EDGE(F APPLICABLE) NOS LAG SCREWS AT MIDWIDTH OF EA.STUD W/ g 2 1/2'Wn.THREADED[PENETRATION INTO WOOD SR1G 1/4.0 x 3/4'TEI 2) � 1/4'MAI(.PLYWOOD EXISTING SOFFIT 0. 0. SCREW OR 1/4'-20 x 3/4' (ROl1ER5 �.�--+10x3'S.S.S.W.S.W/1/2'0 x3/4'LONG WASHER O 6BOLTS �0.SS �'& 0.855'0(1yP.). NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1/4'0 x 3/4'TEK B �3 �)BOTTOM),EXCEPT AT ROLLER HOUSING SCAEW O 6.O.C. f10 x 3;S.S.S.M.S.W/ 3 MOUNT TO WOOD.',STUDS MOUNTING INSTALLATION 0.373 LONG MON °" 'GW/A°'.°'' «� I INSTALLATIONS DETAILS SECTION JAW (BOTTOM) LONG 10P BECKON 0.500 0.163'x°270' - - o.D.AND 0.243'La.AND xO p30• ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223'LONG BOROM MDL SEPARATION UL1i01 . INTO WOOD SECTION 0321r 0.0.AND TD LASS WPATHER I �?ua, \\\NgNIL11N11�FF//A/7j, FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) 0245'Ld. (SEE SCHEDUUE STRIPPING FA or ®t c SCALE : N.T.S. \ (TRP.) ON SHEET 13) SIDE(TYPJ \\ ,,•.•....••.,. ✓ �. ®2015 TILIECO IW- ,JRAFAI B0 Q, GENS p TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.a/1LL IL ECO�N�. �/'a/" FOLDING SHlI1TFR CORP. a,E HEADER TO TRUSS MOUNTING INSTALLATION MLUT TESTING&ENGINEERING COMPANY 7086 T PLACE n®N0 xm.x,s•mS t mM as oEx rt aRea WESSF PAW IiAGL R.33413 15-014 SECTION 8W (TOP) off; 7E OF :��Q` �.•tt? EB-0006719 9 . F1 — DpAwma No • MAX. A,S.D. DESIGN PRESSURE RATING +11 -60.0 PSF %q� WALTER AT71R'Jr.P.E m, xmaxw ea,x �• 'a! FLORIDA 11 1 44167 m,.� mown1 �1 1 SHEET 12 OF 13 Alm MMMUM WAND �WRJE (IM-f.) -qQNNMTIQN CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE 0 f� 4 TOM LB/T) MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & SOT F s SMS, SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE& CONCRETE BLOCK FOR SHORTER E.D. (2- FOR A, 2 1/2- FOR 8 & 2 1/4- FOR C ANCHORS) TITAN MIN. E.D. SHO OR SCHEDULE WND 1 MOSM SLAM WA A X g,.� CONCRETE CONCRETE BLOCK STEEL WOOD I I mcrom CON. ANCHOR ANCHOR -ANCHOR 1,� AT 1vp ANCHOR TYPE ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK' PM== PRMW &BMW TYPE SPACING TYPE ' TYPE 0) (L-) TYPE SPACING ANCHOR TYPE ANCHOR-TYPE 30 psf. 144.0' 144' 160 10111 A1 f_qmsrj1, QW) A C E A C F A C 60' 88 Ib/ft /-FT- 157 /Fr. 256 LB/Fr 397 LB/FT 60.0, -A 9�� -425-LB/FT- _Y887F L13 134 LQ/Fr 8 A 35 Psf 100.0- 100- 146 ib ft Cl 6 473 L.B/Fr 418 �36'=IB 2 FT 383 LB/FT 432-[B-/-FT 417 LB/FT - 386 FT 134 L8 FT 210 Ib/ft LV/FT g, /�FTT _ C_ LB/FT ic-1.NO Le�/Fr 202-LB/ff- 14V 144' 12 - -�LB I L L - r - 461 LB/FT --64-07,- 6_-09_ 100 Ib/ft 10 Fr 334 LB B 142 LB vi LB - 4ia C2 9 -456 LB FT _T6_27L_R7F_T 250 LB FT _1_90 LB FT 3-1-8 LB FT Fr 380 LB/FT 12 375 LB/FT 334 LB/FT 142 L9/FT 40 psf 100.0" IOD' 167 Ib/ft .6 525 LB/FT 419 LB/FT 312 LB/Fr 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 L9/FT 190 LB/Fr - 144.' 144-. 240 111 - 15;W 257 5 so2 LB f7 - 419 LR/FT - 285 LB/Fr 60.0" 60.0" 115 Ib ft 9 390 LS/FT 309 LB/Fr -157 L6/FT 1 134 329 1B/FT 80.0, 80.0, C3 6 496 LB/Fr 375 LB/FT 236 LB/FT 202 LB/Fr 298 LB/FT 405 LB/FT 9 372 LB/Fr I - 1309 LB/Fr - 1134 L9/Fr .46 PSI 97.0' 3 813 LB/FT 572 LB FT 326 LB/FT 304 0/1�7 418 LS/ 631 LB/Fr C3 6 469 UB/FT I - 375 LR/FT - 1202 U3/Fr ii 304 LB FC 1110 115.0* 221 Ib/ft 9 466 LB/FT 3-70 LB/Fr 157 LB/FT 134 LR/Fr 256 LB/FT 393 LB/FT 760 LB/FT - 572 LB/Fr - S 29 LB/FT 390 LB/F, 496 LEI/FT 81 3 LE/FT f U T 4 M6F ' 3/ 59 LI T - 445 LB/FT 370 LB/FT - 134 LB/FT 14� !44- 276 1 C4 6 592 LB/FT 448 LB/Fr 236 LB/Fr 202 L8/FT 357 LB/Fr 483 LB/FT 00' 125 Rit 3 682 LB./FT 389 LB/FT 3.64 LB/FT 600 LB/FT 753 LB/FT 561 LB/FT - "S LB/Fr - 202 LB/FT 1 89.0- 187 10/ft .972 LB/Fr - C4 50 psf 4100-1,. 100.0" 208 IDA 2 281 LB/Fr - 224 LB/FT 81 LS/Fr 83 LB/FT 143 LB/.FT 103 LB/FT 3 912 LB/FT - R2 O/FT - 364 LB/Fr 120?- t2C.D' 250 lb/ft C5 6 421 LB/FT - 334 LB/Fr 122 LB/Fr 125 LB/Fr 214 LB/FT 155 LE/Fr 9 226'U3/Fr - 224 LB/FT - 83 LB/FT �4t 140- 300 Ib/ft 843 LB FT - 670 LBM 243- L13/n 250 LB/FT 432 Le/Fr 05 6 339 LB/FT - 334 LB/Fr - 125 LB/FT /FT r 0.0- 60.0- a - IT E 3 - 0 LB/FT - 250 LB/FT 273 325 L8/Fr 215 LB/FT 138 L13./Fr 102 LB/Fr 681 LB/Fr 67 --- 410 LB/FT 487 LB/Fr 323 LB/FT /Fr - LB/ r 9 221 LB/FT 251 LQ/FT 215 LB/FT - 55 pstp 153 100.0, 1 loocr 3 822 LB/FT 975 LB/FT 648 LB/FT - 207 LE3/FrfL8/FT, CIS 6 332 LB/Fr 378 LB/FT .323 LB/FT - 120.0- 1 120.0- .414 LS/Fr 307 L8 FT, 3 663 LB/Fr 756 LB/FT 646 LB/Fr - 137- 1 134- 4 269 LB/FT 301 LB/Fr 183 LB/Fr - 114 LS/ 153 LB/Fr 60.0" 60.0" C7 3 358 LID FT 402 LB/Fr 244 LB/FT - 152 2G4 LB/ C7 4 232 UB/Fr 236 LB/FT 183 LB/FT - 8D.Ot 305 LB/FT 3 310 LB FT 315 LB/Fr 244 L8 FT " 80.01 200 lb/f 60 Psf 100.01, 160v 250 lb/ft 12 491 LB/Fr 596 LB/F1 i409 LB/FT 265 LB/FT 168 LB/FT 12 388 LB/F� 460 LB/Fr 409 LB/FT 115.0" t`15.0- 288 fb/ ca ce a 582 U3/FT 691 LB/Fr 614 LB/FT R , 8 736 LB/FT $94 Ls/Fr 397 Ls/Fr 2.52 La/Fr 131' 128- 346 Ib R 6 982 LB FT 1194 LB/FT J 819 L8,/FT I 1530-LB/Fr 336 LB/ 1 1 6 1777 LB/FT 1921 LB/FT 819 LB/FT 59.0, 59.0, 160 lb/ft 65 psf 92O" 92-0- 249 lb ft 100.0" 271 IIIIA MIN, SEPARA11-00 TO GLAV_!aQHEF)UU RSEE GENERAL NOTE C.2'ON SHEET 1 123- 360 lb/ft 60.0, 60.0, 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING -TOO- -160' 292 M NON HIGH VELOCITY TYPE DESCRIPTION 70 W .0- SLAT HIGH VELOCITY CONC.C.BLOCf( WOOD STEEL CONC. C-BL0C9 WOOD STEEL 121' 116' 374 Ib k SPAN HURRICANE ZONE HURRICANE ZONE 59.0- 59.0- 187 Ib ft ZONE 1.2.3 ZONE 4 A 1/4-0 TAPCON W1 ADVANCED 3.50. 2.50' 9 NA 4.00" 4.00" N/A N/A 75 psf 100.0' 1 DO.O" 313 Ib ft 51-1 0. 1/2- 1' 2 5 80 psf 113' Ill" 400 ID ft THREADFDRM TECHNOLOGY I 1r e-li387%4 AS LSS f/4' 0 x 3/4* SOLID SET 3.50* 3.50- NIA N/A 3.00* 3.00' NIA NIA-1 90 psf 107- 104- 424 145 100 pal 101" 99" 447 Ib ft TO 81-3 2 5/8-+ 2 3/4!+ 9 1/4' 0 CRETE-FLEX 3.00*1 3.00, N/A 3.00- 3.00- N/A I NIA 110 p;F 94- 90' 1/4:' 0 ITW-BUILDEX 20 PO 37- 82- 484 1 W-3* E N/A N/A NIA 1.00- N/A N/A /A 2.00` 130 Oaf 80' 76' 483 ib ft TO 12*-0 3 1/2" 1" 3 5/8' TEK SCREWS I I 140 psf 74' 184 1�ft - 1 #19 NDS WOOD SCREWS OR F N/A N/A IT N/A N/A N/A ZOO" N/A 1/4� NOS )I T50 psf 69 66, 1' LAG SCREWS 160psf _62- 1 483 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD.+ EXCEPT THAT 3 5/8* SHALL BE USED FLORIDAne Zone) A TIt IDA BUILDING CODE(Wigh&Non Wigh Valcci4ty L+-.UMULIM ALLCWAM.E PRODUCT$PAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, \CEN8. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM DRklvw On OVER POSMVE tS.D DESIGN PREMIRE RAING. s • L-:MAYL ALLOWABLE PRODUCT SPAN FOR A .4, 4A & 7A. OVEN NEGArIt A.S.D.DESIGN PRESSURE RATING. • FOLDING SHIMER M DATE "DAIrW PLACE No a ENCINEEMNO COMPANY WESr PAIN DOM R.3MI3 pft 1600-643-4VI 15-014 FINAL MkXNUM ALLOWABLE PROOLICT SPAN IS F IF TLu" EQUAL M'WE MINIMUM DETERMINED PRODUCT i I==71tatm I 33t SPAN BEIINEEN 1+'AND WALNER A.ivijT J1.P.E. Ime FtMrDA U.f 44167 SHW III Of 13 "IF11111411-