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HomeMy WebLinkAboutProduct Approval 16' MRH EXP "D" 9 g 9 PATIO 8 10 11 12 13 7 FRONT DOOR 14 6 5 DOOR GARAGE 1 4 2 3 Im o COD m MARTIN;, IDoco Castle w 1900 LYNX DRIVE yy o j o -,7 Impact Windows' FORT PIERCE, FL 34949 -''? rn '" FACTORY DIREGT:SINCE 1969' I UK")'I�k H 611 of-t I I I Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,Fl.33413 800.643.6371 Property Information Building Information Owner: MARTIN,ED Wind Zone: 160 MPH. Address: 1900 LYNX DRIVE Exposure Category: D FORT PIERCE,FL 34949 Minimum Building Dimension: 40 ft. Mean Roof Height: 16 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 23.75 25 7 41.1 -44.6 2 Int 23.75 25 7 41.1 -44.6 3 Int 23.75 25 7 41.1 -44.6 4 End 23.75 25 7 41.1 -55.0 5 Int 26 72.5 7 40.4 -43.9 6 Int 26.5 72.5 7 40.3 -43.8 7 Int 26.25 51 7 41.1 -44.6 8 Int 26.5 51 7 41.1 -44.6 9 End 155 72.5 7 35.6 -44.0 10 Int 36.75 72.5 7 39.4 -42.9 11 Int 36.75 72.5 7 39.4 -42.9 12 Int 36.75 72.5 7 39.4 -42.9 13 Int 37 51 7 40.4 -43.9 14 Int 36.75 51 7 40.4 -43.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Customer: MARTIN WorkOrder Number: 12142016004 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -44.6 23.75 25 34.5 30 26.75 9"o.c. 9"o.c. 2 -44.6 23.75 25 34.5 30 26.75 9"o.c. 9"o.c. 3 -44.6 23.75 25 34.5 30 26.75 9"o.c. 9"o.c. 4 -55 23.75 25 34.5 30 26.75 9"o.c. 9"o.c. 5 -43.9 26 72.5 40.25 77.5 74.25 9"o.c. 9"o.c. 6 -43.8 26.5 72.5 40.25 77.5 74.25 9"o.c. 9"o.c. 7 -44.6 26.25 51 40.25 56 52.75 9"o.c. 9"o.c. 8 -44.6 26.5 51 40.25 56 52.75 9"o.c. 9"o.c. 9 -44 157.5 72.5 171.25 79.5 76.25 9"o.c. 9"o.c. 10 -42.9 36.75 72.5 50.125 77.5 74.25 9"o.c. 9"o.c. 11 -42.9 36.75 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 12 -42.9 36.75 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 13 -43.9 37 51 51.75 56 52.75 9"o.c. 9"o.c. 14 -43.9 36.75 51 51.75 56 52.75 9"o.c. 9"o.c. Florida Building Code Online . Page 1 of 2 mom o ' 0 Florida DepaMMntd BCIS Home I Log In 1 User Registration Hot Topics I Submit Surcharge k Stats&Facts I Publications FBC Staff ; SCIS Site Map I Links ; Search Busines Professi I o Product Approval Q USER:Public User Regulation Product Aooroval Menu>Produrt or Aoolication Search>Application Lis[>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com 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 Received 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. 10 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code ht.tns-//floridahliilciing.org/nr/nr ann dtl_asnx?naram=wCTEVXOwtDav2aBOnHnOOe6r1Z... 7/1/2015 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 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf 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.Ddf Created by Independent Third Party:Yes Back Next Contact Us::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 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 09H WN securi atlmtics httns:Hfloridabuildina.org/nr/nr ann dtl.asnx?naram=wGF,VXOwtDov2aBOnHnOOe6r17,... 7/1/2015 r f.TITAN I,FOLDMG IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 11,V0 TAPCON Wj ADVANCED THREADFOIHM TECHNOLOGY.OR !J4"0 CRETE^FLE7C.AS YANUFACtUtD 13Y ttW/BUR.DEX• MAY HE INSTALLED AT HIGH VELOCITY HURRICANE ZONESANO OUT OF THEM{NTMit}, INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 111 14 NDS WOOD SCREWS OR 1/4'6 NOS LAC SCREXS, .DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HWZ)&1809(NWAM OF THE ABODE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED By THE JURISDICTION WHERE TEAS PRODUCT TO BE INSTALLED FOR A,DIRECTONALJTY FACTOR HD4L FOR A5,USING ASCE 7-10 AND SHALT.N07 EXCEED THE MAX A.S.D.DESIGN PRESSURE RATING INOtCATED CN SHEET 13. IN ORDER TO VERIFY THE ADWE CONDITION,ULTAME DES=WIND LANDS DETERLMINED PER ASCE 7-10.SHALL BE FMT C i)MIN MUM THREADED PENETRATION OF i j4'4 TAPCON OR t J4'C CRM-FLEX OR X14 NDS WOOD SCREWS OR REDUCED TO AS.D.DESK"WIND UTAD6 RY itLRTtPLYING THM BY 0.6 01 ORDER TO COWPARE THESE W/MAIL(A4M) tj+'9 NOS.RAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 t/2"FOR Cl THRU C4 AND C8 THRU 08 DST Pfd MRTINGS!NfWAM ON SIM 13. CONNECTION MSE AND 2`FOR CS.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SWMJ.BE CHTNSIomm AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS at ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVERSTRESSED.A 33 X INCREASE 1N C2} MINIMUM EDGE DISTANCE OF i/4`0 TA.POON OR t/4' CRETE-FLEX 0R{14 NDS W000 SIRENS OR ij+`q NDS OFALLOWABLEFASTEN RS IN FOR WINO L0+105 WAS Nl2I USED IN'THEIR ANALYSIS.A piJRA7TCN FACTOR CO 1.60 WAS USED FDR VERIFICATION LAG SCREWS 1X70 WOOD VAIL BE AS SHOWN ON SHEETS TO THIRD 12. OF FASTENERS IN WOOD. • FORDING IMPACT PROTECTIVE SYSTEM AGEOUA.GY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,V09E'RR OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1809.11 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WAIS,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SUBSTRATE BEHIND SUCH PANELS. (H.E.TJ.).HURRICANE TESTING LABORATORY(H.TL.)&AMERICA!TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PEHETRATION SHALL BE AS INDICATED ON NOTE Gt ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,PERFORMED AS PER SECTION 1518& 1804 OF THE (D) TO EXISTING SIM STRUCTURE MIN, 12 GAGE_FY-33 KSt(MIN.)MATERIAL FLORIDA BUILDING CODE. 2.STAINLESS STEEL.SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE d 10 x 3'.410-HT MINIMUM SERIES W/173.6 Tot YIELD -t/4'0 JTW BUILOEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH &&E 187. Wai TENSILE FORD Co.TRE 507 SCWEREWS SHALL ST CHESTER E ORATEDi9MIWITH XnAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTE& mmu3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMI+IUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YiELD STRENGTH 0_1)MINIMUM EDGE DISTANCE OF ITW BUILDEX TEX SCREW 1% FOR 6063 TO ALLOY AT SLATS SHALL BE FY-25.9 kst. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES Wf 50 imi YIELD STRENGTH AND 90 ks;TOME STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE REWUMENDIAT06 AND SPECIFICATIONS OF THE ANCHOR CORROSION REswANT COATED CARBON STEEL UW/BUILDEX TTX SCREWS AND SHALL COMPLY Wj FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLAY WITH ALUMINUM MANDREL. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WNW PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE.BLACK OR S.BOLTS TO 8E ASTM M307 GALVANIZED'"TEFL.OR AiSH 3LN4 OR 316 SERIES STAINLESS StEEi.YA1Hi 35 kai MINIMUM YHFLD STRENGTH. WOOD FRAME BUILDINGS. B.ANCHORS TO WALL SW"BE AS FOLLOWS:(UNLESS OIHElRWI5E NOTED} 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCLEtE: BE A READILY VISIBLE PRODUCT 10.PRODUCT SECTION 1710.8.33 OFL tN T FLORIDA BUILDING CCODEN. O SHALL BE PLACED OTFOR EVERYlO NCE -1/4'4 xTAPODN3/4' O ADVANCED VISMSFORM BY ALL OIN, S D SES CTUREDANCHORS BY I.T.W.BUILOEX,INC.TO MBH.!'143192 Pal LABE].NG TO COMPLY WITH SE6TON 1710.8.2 CF THE FLORDA BUILDING CODE. -1/4'0 x Sf4'SOLED SET,AS DLSRIBLRED BY AL1.POINT SOLID SET ANCHORS TO MIN.fc=340O poi. ij4'f CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fcm;3350 PST. ti.FOLDING IMPACT PROTECTIVE SYSTEAYS INSTALLATION SHALL COMPLY WITH SPECS HOICAMOD IN TRIS DRAWING PULS ANY NOX& BUILDING AND ZONING REGULATIONS PROVIDED TTY THE JURISDICTION WHERE PERMIT IS APPLIED TO. At)MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS t 3f4`. 12.(A) ,THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS DIGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE{ED.}SHALL BE A5 PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE,SGE CONDITIONS DEVIATE FROM THE RED. AL2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED{7/8)INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS EPRODUCT BASED ON THIS PRODUCT EYALUAiTON OO mmr PROVIDED HE/SHE DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHIITE 8E PERMITTED. t/4 0-20 SS SCREWS USED SHALL BE t 1J2" No E MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTPAGTOA'S RESPONSIBILITY. AL3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANTS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUO IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (0) SITE SPECIFIC PROJECTS SHALL HE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL AHCHORAOE SHALL BE AS INDICATED ON NOTES Al &A2 ABOVE BECOME THE ENGINEER OF RECORD(LOA.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) Tp EXISTING CONCRETE BLOCK WALL-ASTM C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P,F_O.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. -1/4'0 TAPCON W/ADVANCED THHREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER,INC. (E) THIS P.ED.SHALL STAR THE DATE AND ORIGINAL SEAS.AND SIGNATURE OF THE PROFESStONAL OIGINEER THAT -1/0 0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. -t14`0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. • I THIS DRAWING SHALL ONLY BE USED TO OBTAIN ELI)MINIMUM EMBIITMENT OF 1/4"0 TAPOON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/+'. PERMiTS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(Co.)S14ALL BE AS PER SHEET L3. ` ltL4fNHitt 9.2)3/+'SOLID SET ANCHORS SHALL Be ENTIRELY EMBEDDED{7J87 INTO THE CONCRETE BLOCK UNIT.NO FLORIDA BUILDING CODE(Hyh&Non Nigh Velocity Hurricane Zone) EMBE DMENT INTO STUCCO SHALL BE PERMITTED. 1/4`0-20 SS SCREWS USED SHALL.BE 1 1/2'LONG .b' :' (�i��5'{t d�LM <;, tgA2Os5 TAifCe+xc TITAN it FOLDING IMPACT PROTECTIVE SYSTEM MINIMUM SHOULD STUCCO EXIST AND t'MNIMUM FOR WALLS WITH NO STUCCO. �,� .• A.4JKL 8.3}IN CASE THAT PRECAST STONE OR PRECASTCONCRETE PANELS BE FOUND ON THE EXISTING WALL. E "t�',�' INC. rncn�1 L�y11����1}��SH Wtc'�L �Ap aT/tLrJta ANCHORS SHALL.BE LONG ENOUGH Tp REACH'THE MAIN STRUCRIRE BEHIND SUCH PANELS.ANCHORAGE *, EVLLitW SHUT L GLL t+VAP. WE SHALL BE AS INDICATED ON NOTES 8.1 &82 ABOVE. ;'L3� *S 'nuir TGSILNC ENGINEEN7Nti COMPANY xT xu s sT.se a�++sxxe+ am,ee vA P MACK FL 33413 15-014 .4 tx .a v' rtf: weenci+wn WAWM It. h Y'L �{�1}Q*.• •{SIS czw". t.'te�fbad mm mt WALTER A.A.�1J, P.6 ,ex r mae,cr A,u, o. me.m, exc ��ijAfrM t TE I LamEsA Etc.0 Mt87 , m,tm :r SILiEt i CC to 8A• 2JN, sear 2 zsm• Qy� � `� a� Rte, ta7r 9. JMs b 9 g .om A 7' I.IN• - -1 SLAT wpmow ©L—END ©, LAT BE USED FOR ALL INSTALLATIONS, ® 6063-T6 ALLOY 6063-75 ALLOY =T5`AL7 - © RIOR CE _PIEC 1NY INCLUDE PERFORA77ONS AS PER (10 B£USED ONLY FOR INSfALLA77ONS ® .INTERIOR CENTERPIECE -6 OETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOITOM OF OPENING 6063-76 ALLOY SEE COMPONENTS 20,21 k 22 ON SHEET 3.) 2041• ATF' .)/� 21J1• ' 1901' 2710• .d4T Z012* 2BST �- Q P.IZO• �lw 198rrp• .411 .170' �. S S pp .roe• b - .003l .ase .aer• � _ �., 8 .Foo- � d �.mr � .aez• - fi p N y 2{ 1.FRr .0on• _ � � .osr• i9S .oez• it �° - AaE) ,�• �' .mr . x.m• zsv 3.715 261Y 2719' . O6 ALL HEADER If .8" MAX.--=�'�' ®�CEILIPIG HEADER' ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 3-T3 ALLOY a �'K a:d. 606J-76 ALLOY 6063-116 ALLOY 6063=73_ACLOY-- .d00' zm0 t2 .ao• COMPONENT a b t1 t2 ® 2" 5"MAX. 0.125" 0.125 Lr .oyr .aso' NAXT .�! 2" 4"M . 0.25" 0.25" "a _ o .oma• Q I' 2"MAX. 0.062" 0.062" a11s' AIT BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD ALUMINUM ANGLESO ® RA --T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY =T6_. OY COMPONENTS a g 8 \\\\ Q1lISfFIF3�8� = 1 FLOMOA BUILDING CODE(High &Non High Velocity Hurricane Zane) L 00x'-� \`�� ,••" ••., Jp��� mxosTeTEmora TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM Q �GENSF m/tTV,e FOLDING SHUifER CORP. DATE �3.8"y� 16 ACETAL°© �j�--{-/�I."-_�'}�—�• Zee- =-r-T'� p�� /� ® {�LOCl1l1Y l! TIE : TLuT T=mo k ENGINEERMO COMPANY d lI(JdIBJrIiRE�iJ Y '� -} �C' Ocie iur. s..sa sae\ R 919! t/6TPALYFL:,xta 15-014 AT'CENTERPIECE ® CORNER POST ;A�� q€� ,�= r*"•'°'��a8,w,�,;, b" � �' Gw1nMG N, P. �=6063-T6=ALLAY 606J776 ALLOY Q" �: EB -o0007tG WALTER A.TMLJT JrP.E. °I1L 0°L 28 1�2"LONG j� FILM=It. /44187 movie � slam 1 OF 1J \� ' Ifl/llfllllllt111\ V MATTOPi CJ)ROWS OF i �tat4ATTtP i j eam+ j 1/4`M HOLES j term t .t SPAC£b i J APART i 1-____ 000 I STN ; ; OIF SDE T481 r: SOURCES FOR cPL Q 1 O 0 t DIRECTIONS. 1 ,A, ; i (s£E TABLE 1) OPTIONS SPATS i 00 i SLATS ' ; J�D ; ' ITS004t PROPERTIES BITER SAW mxwAmf XNUCAZE C)00 1 RNUCav ; ww/Sma' PLASM a(TTP) I 00000 I J ; UCLUQ M4W J1 WAN 193 ROW � 000 � , , 20 t 000 i 1--- ----' WEHM SPECIFIC GRAVITY ASTM asst 0.043 tb/tn' Ok43 Q,1 i Opo WINDOW i ; ' M�I4WlW ' TENSiE YIELD STRENGTH ASTM OSM 8.400 Pad. Um .t wr FLEXURAL STRENGTH AT YIELD /SIN D790 12,500 P.P.I. 13,400 p.&L V 1 V ^�.I 7 JAI' FLEXURAE MODULUS ASTt DM 340,000 Pad. 30,000 Pm.L MV uP SNAP-1N ENDy t.orTD' ; i i CUP ���CM NOTCHED t200 ASTM 0258 to FT-Dt/Tn 17 FT-0/tn (SEE WTAKEINDOW 2) FIRE BURNING CH'xrc"enr_c• . i SMOKE DENSITY ASTM 02843 47.2% 64.5%MAX RATE OF 6URNINO ASM D835 C-1 CLASS C-I UAlS:+ 1 s ; i/A SELF IGNITION ASTM 01929 1010'F .1 F SUIT KWOw �i1 i SLAT WINDOW 0•a6D•7HIC1f wEAnaviNrt• AstM 0735 c1 i V ���SSSS f POLTD4RDO TE NEWTNG WINDOW(SEE TABLE F) TENSILE STRENGTH FO EH EATH WEATHERING ASDL 638 9302 Pad. 8840 PA,L ' 1 1 NO7Fr TENSILE STRESS BEFORE WFAI}IETSMT ASHY 638 8481 p.sT. 8650 P.M. r• t F7�y -RAX(2)WWOWS MAY BE 1N ONE SLAT SPACED q r �m 24'APART; WITH f2'MIN.FROMMAT TCP&BOTTOM. TABLE 2: SOURCES FOR sur,MUST Iy'EYE7t�E INsmum A0.NCENT _p TO ESC43ORC? NOR AT CORNERS OF PRODUCT. At457ET1 MOL�A, i PART 000°a T __ ___� SAT EtEUAOON pEFmOKL Buds054" I_ aooP}HaUIJL• S OpQ SUM ; SPECIFIC GRAINY ASIA 4792 0,042 Rfm' VIEKNO 00 ) 1 U 1 w1wDaw g TE YrtLD STt7?iam ASTM D638 11500 PAA. Q0 ; (J)ROWS OF aitYJ $ ADW. FLEXURAL STRENGTH AT YELD ASTM b79D 15,000 p.e.f. 00,.0 i 114'/HOLES j 1 i j � �� FLEXURAL MODULUS A571F 0790 450,000 pl.dl}PJimOucE FA SPACED E___' _-J 1 11�6TiL' tz14N. 3 Jam'APRXf = 1ZimL4ttAiVfIC6 i .oto 6O°°• NO7Y.'kfED IZCD ASTM 0258 0.6 FT-ib/6, ro�m6E ; OIRM"VAI£ To moenottde ; 'III"---•••1llIII��f 4R&IEL.�ER r asp a2T4" COEFFICIENT-OF TNtltMA1 EXPANSION ASM 0696 53 6 10 7n/tf-'F 21 Z— SNAP—BY SNAP—IN END CLIl° uEr'�u,Nc IT'N`PERATMT E ASS,D3410 so?F TO BE USED AS AN OPTION FOR ALL#STAtuTfOHS MAT U OW RA INION UNDER LARGE AOSSI E ANY INCLUDE PERFORATIONS � AS PM THIS DDR -ANN. (2)IgNDOW5 AIRY BE M ONE STYPICAL (IA} SLAT WINDOW DETAILS UT SPACF.T! MJAN, 24'APART(MLA:EVERY 10 SIATS)' W/ l�VIEWING WINDOW & ��2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (1)SLAT WINDOW ELEVALION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (HIgh&Non High Velocity Hurricane Zone) w���t� "• J,9'y�+ �2015.Mw=Im TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM .�P:•LrvENSF ''. �� FOLDING SNUMR CORP. ONM _ a3 DAT= d / _ Twin TESTING 8t EMINEERINO COMPANY yQ PNMN�TFP X13 WIT KW.AI 51_%M.-m- AP - OMRfM R A16t i k: 4F as r s tam�TI.I .F v.TAm 6T1-Al Pte t*vfta-a77t 15-014 n ITT:tar ,1 n...(m�N6Ptmlte6 a ammx s Na ;ray 1 IAA W&Tt mAOTahns�71"P.E. •n. 6� �.u e, t lttiit ti PLORIOA Uc f 44167 mn.m sv+Y<s a� SNEEt S�'13 0 � 4uo.ulttll����h 1 2 3 4 s 6 7 A e A 4 2 OI.O WI Q ,16 OR 40 5 8 (2) M tj W cn zd z USE(2) AT 30" 1 5 ♦ °Ion 2 ♦ NOTES ON®& LOCKING TUBES®ATQ4 d SQ. o O.C. FOR SPANS J UP TO 99" 0 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCT%MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99". USE THREE(3) FOR LARGER wUSE(3) (�AT 30"O.C. SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE = o FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES THAN 99"UP TO 144' QORSQ. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2.(2) LOCKING TUBES SHA ALWAYS BE USED TOP k BOTTOM AT to >aea PRODUCTS CENTERPIECES 4 ORS AT ALL INSTALLATIONS. LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 1 t t SEE LIMITATIONS FOR®ON SHEET 2 1 t [SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT.FORs O O+ 13 , O+ 1 6 ETE. CONCRCONCRETE BLOCK OR WOOD INSTALLATIONS. _ O O 9� O © O O 9 + 10 + 10 + 1 9 + 11 UNLIMM WID TYPICAL ,,—E ELEVATION 46 . T. S. F NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. PA 1/���/"/' SEE SECTIONS 1W A 2W ON SHEET 10. SEE SECTIONS 4W, 4AW do 7W ON SHEEP 11. G,l .;TSL TJX FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W, 8W do 14W ON SHEET 12. \G Fik ®2015 TLLTECO MTITAN It FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 067 FOWN6 SHUTTER CORP. o,ia 15 TB.t7T 7'6TIN0 3 ENGINEERING COMPANY 7089 HDATREET L ww PAW En1,aix ta 15-014ma.E.. PN1800-B -4at 3:LBhroeolm Tddgllttasm DRAMINa Ne a WALTER A 9IUf"PF �� r�:a ALTER lle./J, m.N+ v ST,EEf I of 13 1A POURED COW OR CONVIElf BMELOCK WALL REQUIRED. POURED CONCRETE EXISTING NON STRUCTURAL WNU� OPTIONAL PAN HOW REOURED. TRIM(OrCoRgm mm) OPTIONAL PAN NOW (NON-SMUCTURAL) fC01fin. `, 0.09C"SNICK S (NON-STRUCTURAL) ism • Low 2.5w MIN. d W OPTIONAL (2) N Commomm C2 PAIN 11000 omm-STRUMMAL) (SSE SKIRT 13) a.8SS I r-lo :(NON --,-,nl w -316-ALUM.POP RIVETS. flo.3*m S.M.EL W/ 6 OZ73r LONG hmnwnN ALUM al IS"O.C. (2-.0 MAX) ous"o A 6.1 .3/PRfVm* 9 --1, * LONG TOP 0 187 O.C. I/V$-11W agm IL A 149 C.D.AM *1.d.AHO WO.OW I 0 -22 3,-LONG a OLIRVAB I IM SEPARATION SECTION OD,MID MTOOR PMED CONCRETE TO CLASS OR 1/4 0 X 1;TEK CONSTRUCTION 1/4 Ld. STRIPPIRr Ek 0 OR CONCftTE BLOCK (Sm SCHEDULE- SCREW OR 140-2W$l I POP RNETS, (at .1 WASHER 0 r 0,11 0 Ir D.C. Lt or POURED CON"m ZI/10,AUDI Or WALL REQUERM ON SHIM t3) KK imommm 0 tr ox� \_0 SI&us WITH NUT& SIDE GYP.) CRETE-REX W/1 3/4* -11 OR CONC$ MIN.SIEPARA" WAM KO GLASS (Sm scftwx ON SEIM 13) SEPAMPON 01 TO CLASS t {SEE SCHEDULE POURED CONCEM ON SHEET 13) -7 Bill WCK OR CONCRERE 0 7 1 ---o or WALL COMMEIC REINC2 1/4'0 1*SEK (SICE 94ELT 13) SCREW OR t140-2C1I* SS.us WIN NVr 16 WASHER 0 4.O.C. Ni 1/e o nW fiew S,--S.Y.S.W/1!2`A TAPOON W/A= -A"`�"topmLocy I Xl',t=.NXIt M3/75 RBF e (T L=TOPI ixc&r AT WALL FACE-MOUNTING INSTALLATION oog!mN/lm= CRM nn W/1 3/4- ROUn HOUSING("-) SECTION 2 um.neamm a B*O.C, `0 MAX) Ileo x WALL FACE MOUNTING INSTALLATION - OP's ARCliOR SECTION 1 A.- GROUTED BLOCK REW t000 VIM'MIN.', (MIN.r-2 1.1 UTI OR MR. F-D, Vasme NON STRUCTURAL POURED CONCA WALL TRIM(DECORATEM SW 0 oSPAONC J ANC ATR L STAGGERED,ANCHOR SPACING DECMI TRIM TRAPPED INE WDA DETAIL FOR(6) MOUNTING INSTALLATION -SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE PRESSURE RATING- +WO. -90,0 PSFj & CONCRETE BLOCK -.00.110, 11 FLORIDA BUILDING CODE(High k Ron H1gh Velocity Hurrecme Zone) SCALE:N.T.S. 02015 Taxtro tw- TITAN It FOLDING IMPACT PROTECTIVE SYSTEM um"BY: AAAf-L NOTE FOR COMBI 03/10/13 E.O.-FJXE DISTANCE FOUING SHU)TER CDRP. DATE I- MOUNTING SECTIONS CAN OF EjCli:l",-llEW]D (SEE SPECIFICATIONS ON SHEET 13) 7080,REMSTREET PLACE . TILLIT TESTING&EN WEST PA41 WAK FL V*13 -014 114 ANY WAY TO SUIT S-.a)l wa=�m I Put,law-so-Amt 15 7LF P4 Al P4#SEE umrrAroNs FOR mu ON s2 am 5 or 13 • 1/4'0 x 3/4•TENS SCREW OR 1/4•x 3/4' BOLTS W/NITS d WASHER O 6.O.C. 0.060'THICK S.S. POURCONCRETE OR ROLLER HOUSING MIN.SEPARATION MIN.It CLASS ION ED BLOCK WALL TO TO CLASS (SEE SCHEDULE AL OPTIONRAN HOOD r�OWN SHEET 1� T or ON SHEET 13) i or i0Of N -_ E0. (NON_STRUCTURAL) WELT 13) ' /10x3•SLS S.M.S W/1/2•d ®t �N ALTERNATE ®t •�u°I 5"3/4'LONG NYLON BUSHINGS POP 13JET5ALTEIMIE 30'S•O.C. POP RWETS O 5'O.C. (rYP•TOP)AND 1•LONG MP- AT REA6I AT NEW. y, -11M ),EXCEPT AT ROLLER jHOUSING(TYP.) (ROHAM IiIIS 1IIpI 5"3 ' So ns n�• I ^� 9 a3 O.WS'o(1YP.) ` I n y y 9 ' n E0.ED. a�z s W I 3/16'ALUM.POP RNEIS I S J/16•ALUM.POP RWEIS 3 0 10'D.C.BOTH SIDES O IO'O.0.BOTH SEES s EG& CH 3/16'ALUM.POP ORIENTATION 8 RNEtS 0 18 O.C. /10 x 3'S.S.S.111L W/ 0.375"LONG NYLON M.0.1 B. MIN.3/4'PLYWOOD BUSHING W/A 0.150• ( 0.270'x0.030• MIN.J/4'PLYW000 4Fi/4"oTAPCONSOR 1/2'MIN. REQUIRED LONG IDP SECItON O.SOO•I TO CLASS ON ULTRAFAB q REQUIRED s O.D.AND 0.245'Ld.ANO WEATHER '1/4'0 TAPEONS OR e3 0225•LONG BOTTOM (SEE SCHEfA1LE STRIPPING FA 7 or 9r CRETE_FLIX 0 TIRU HOLT W/ SECTION O.J20.O.D. �ON�' 1J) SEE(TY.) t 8 ANCHORS 6.O.C. ER&NUT O 10'O.0.0.245'Ld. _ SIDE(TYPJ 1/4' R&BOLT W/ ORNWASHER&NUT O 5'O.0. ORS 6'O.C. F•OIIRED CONCRETE OR OR CONCRETE BLOCK WALL RED or REOVMm 606375 CONT.xALUM. CONCREM BPOURED LOC WALLEr T.IT PPLTs ATE OR ALTERNATE 3/16'ALUM. ®t ANMF. REOUIRED AT�®5 O.C. STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 .6 /������ IMAX.A.S.O. DESIGN PRESSURE RATING- +66.0• -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, ••66.0 PSF W / —�V/ W !/ MN.SEPARATION 3/16'ALUM.POP RIVETS O 10'O.C.BOR1 SEES TO CLtS� (SEEM . I ON SHEET 13) ' SS n •7�, I ALTERNATE LED T or x�W ANCHOR O ®t 3 RENTAl10N O EESE13) (SHET h NICFIOR LEL d ORIETITAIPIN 1/45"x J/1'TIXS SCREW W/ POURED CONC(rETE OR 6/B'WASHER OR t/4'.J/4' •3 CONCRETE BLOCK WALL BOLTS W/KUTS k 5/6'WASHER O W REQUIRED 4.O.C. BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4 <SEm WEMr t3)/ o m- CR5y/4'0 x 3/4 TPOURED CONCRETE OR 4•x-1 CONCRETE BLOCK WALL & •WASHER INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. VL1 , O (BOTTOM) FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) .••'•'•••., d�y ®2015 TILTECO ND. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM G4�B'" NOTE FOR COMBINATION OF SECRONS: :K S�: \GENS E.D. EDGE DISTANCE F••••; ��! 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C p FOLDING SHUMR CORP. IN ANY WAY TO SUR ANY INSTALLATION. DATE RWT TESTING Q ENGINEERING COMPANY 7M HOSTFInT PLACE �Q. xgn.:y st.aas,r avaoes,a arae wAsr PALM EEA6L R 3,4tJ 15-014 1 SEE LIMITATIONS FOR®ON SHEEP 2 i ,•. ,�1 � (� ®�-0oo671n tOa N!16OD-MJ-617t maO.OterooOd.cam xw.f-whw Ydteie.eaD DRAWING No WALTER A TIUrr Jr.P.E. 4'• ®°5"1A °� eOc FLORIDA Ue./44167 Ie awn R 4RET 6 or 13 //IIIIIIIIINLII� .. . •UIN.ED. POURED CONCRETE CONNECTION C5 REQUIRED (SFE SHEET 13) 0.060'THICK SAL ROLLER HOUSING OPTIONAL RAIN HOOD (NON–SIRUCRULY) (z)MLON 10x3• S.&M,&W/1/2b ROLLERS 0.&55'/(TVP.) x3/4•TOPN ANO 1 L CFO.BUSHINGS �BO�ITOM),)IOC -AT ROLLER 8 HOUSING(IYP.) . #10 x 3'S.S.S.MS.W/ 3/16'ALW. 0.373'LONG NYLON BUSHNG W/A 0.150' POP RIVETS• ILONG TOP SECTION 0.500• O.C. O.D.AND 0245'Ld.AND CONT.0.163'x0.270'.0.030' 0273'LONG BOTTOM ULITIAPAB WEATHER SECnON 0.320'0,0.AND STTiO'PBJG FA SIDE(TP.) 0245'Ld. qq5 (TVP) ®t 49 TO GLASS1 T f} SEE LE UN. 'ARAnON W (ONN SHEET 13) TO GUMS G or (SEE SCHEDULE 1 MIN.SEPARATION ON SHEET 13) ®T1/4'♦x 1'TEK SCREW OR TO GLASS a�B 1/4o–zo'x1•SS Ms mm (SEE SCHEDULE I OPTIONAL RAIN GUARD NUT k WASHER O 4'D.C. �ON SHEET 13) 1 Of'3 (NON–STRUCNWL) I 7 ®t ALTERNATE 3/16'ALUM. POP RIVETS O 5'O.C. OPTIONAL RIVN CUAAD AT REM. I (NON-STRUCRRLLLI I S 9 g ALTERNATE 3/16'OR ALUM. B m ALTERNATE LEG I ',on i3 POP RNETS O 5•'O.C. I n LOCATI WITH r AT NEAR. L 5 a 3/16'ALUM.POP RIVET' R commomm CY O 10'O.C.BOTH SIDES (SEE SHEET 13) 5 3/16'ALUM.POP RIVETS T _ - O i0'O.C.BOTH SIDES EDGE SLABIUEDGE OF APP SLAB IF POURED CONCRETE 0D 0O APPLICABLE REQUIRED (SEE SHEET 13) O. POURED CONCRETE POURED CONCRETE / REQUIRED. •MIN.ED. REQUIRED co"ECTI011 m •IDN.E0. 'NW.ED. (SFE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 76 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE:N.T.S. ti� AAAA FLORIDA BUILDING CODE(t0gh k Non High Velocity Hurricane Zone) \\\�,�•.••"""••.• r/r�4 02015 nhCO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DR`wN GO rl , E.D. -EDGE DISTANCEUMISECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEEP 13)WAY TO SUR ANY WSTALLATION. �L IL. C®,N�• FOLDING SHUTTER CORP. DATE wTE TIWT TfSTiNG 6;ENGINEERING COMPANY NSTWrE _ // - asu xe Mea.s.ale.SCS.al+ria axaOl;n,snm 11F5T PAW BFJSII.R 33413 15-014 T SFE LIMITATEONS FOR®ON SHEET Z -O'•, A C uF ��` ��1�1�• ....telR�^0 DRAWING Ne •• 9-moi:L0006Oad.ramm EH A. 7ILUY19 —r eoes.e w. a0.�. tmwv WALTER A U. IT" 7 FLORmA Ua/44167 1 1xNWn SRTFT 7 x•13 4 \� e')1111...2111IONN POLMED awaaTE OR GRou+m co edea•VAX . PrRR sa mA BLOM twy amw+m (�samE (x)AaA's aP 1H•A TAPCa6 X X Axaturs Om.)Is¢satm JQ / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) 1k (e7 V• ZZ '•3/4'1oc LLY. ------- --7------__6­0 ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT r nc wwarlaNNyc o a o 0 MAXIMUM SPAN LENGTH EA, END PER END OF TUBE _.,_SPAN UK PER Eze®UE -- ----------- - TUBE �Ta X01' O o 0 o SIZE SPAN PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM aw mv` +/AA.3/4•roc 5auw 1/x.TM•, TUBE TUBE TUBE _ a a oc Y:4'aJ1]'a •at•aWr 60' 106.0" 13 8 �� 3 (SEE saw M SCWM E) 2"x4"xi/8" 96' 85.0' 17 10 ANgp 144' 69.0" 13 8 (rvP. ♦,a 35rJ•d �B 80' 117.0• 17 10 3'"x5'1/4•.LRon1 °` //�r• 2%4".1/4' 96' 110.0" 21 12 (gE Saeax4q E �T .PE- ®T Ea Ow,) iiN ,y 144" 91.0' 21 12 r 80"AN WE LE 109.0' 17 10 TYPICAL EiFVAT10N !TUBE AT TOP) SPAN TUBE MOUNTING INSTALLATION A-q 2'x5"z1/8` 96' 100.0' 21 12 SECTION X 144" 81.0" 17 10 sxe x.rs VAN'A" 4 1/x•AX 124.0' 21 12 $p' PE1eNcWan 1/t•mm• 2"x6"z1/8' 96" 114.0" 21 12 144" 93.0" 21 12 Yvt'a Y.Y a a G1 *VALID ALSO FOR YIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUDATION OF THE ,AFF ]•N•U 3•d'v 3'II11/4A LDWTH O* .2•rf/t1 IFIIGIH SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN TSMEOLLpWx3E 8� SHOWN ON TABLE 1. ISM saaDULq Y Y r TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) 0 0 o O TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS e oy/f SIZESPA1,1 SPAN LENGTH EA. END PER END OF TUBE x a 350•a • swN TUBE•Pflt 6O1mlBE - ------- -- --'-'---- Yvrn/41 IENar11 6Bm-rs war (sm T� 60" 76.0' 13 12 (a)1/4'.3/t WCa soar 4.meL SOACrC s>•Ax TUBE PER SCHEDU E 2"x4'xl/8" 96' 6.0.0" 17 15 eoao'uAx AT r na LaemLmwyr. M1a1ou DrPJ 144' 48.0" 13 12 OR m SOME) a 1�SLOCK WALL� (x)sows aP tp•A rAPeors 80' 87.0' 21 18 Awxss DrPJ(�sarEnIATJ TYPICAL ELEVATiO� ,IB AT T 80TTOY1 SPAN TUBE MOUNTING INSTALLATION 2'x4'x1/4' 96' 79,0' 21 18 SECTION Y y AN 1t� 144' 65.0' 21 18 (a)1/c.3N•>E�ia" g1tE M.TS 314'.r 3'.r v 3501(/•' 4 lg4 a. 80" 77.0" 17 15 AT r as+axnulwwLLr. LOM 6oe,T-Te AUAI.ANGLE O+P PPMNo w0 t/i'mm. DO IiJA'3 aP t 4•e (sEE 6aEn+AO f 2"x5'xt/8" 96' 70.0" 2T 18 Corp.) wmwtw a ®t 144" 57.0' 17 15 80' 86.0' 21 18 p7 ® 2"x6'xt/8" 96" 81.0" 21 18 1a4" 66.0' 21 1B Z Z r 0 0 0 o INSTALLATIONS DETAILS Wj SPAN TUBE INTO POURED CONCRETE +/+.•3i4,Tx -------------- OR GROUTED CONCRETE BLOCK WALL ea7� eCac o -------O o ------0 O - SCALE N.T.S. i 6093T •SCHEMAZ O t•aO O a 3 SPAN T UBE PER SCHEDum 6 -> � t/4 RM.A.S.D.DESIGN PRESSURE RATING"472.0 PSF 30 3tia1+p' • Lamm a0m-ie `� i FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zana) Aum.LYRE (SEEstitIETXxE7 y�?•''�,�GENS 9� ®2015Ta1Dwwc, TITAN II FOLDING IMPACT PROTECTIVE SYSTEMDRAWN BY. oT vT = IL ECOTMS. /10/15 FOLDING SNUTH CORP. DATE P�CONORM > EOEIREET PLACE DATE meat wry,3p11Pm 35N•a 3'd a 350'.4/4•CONCREM 711N TESTING R ENaINEERINn aaYPANY WEST PAL BFJ�FL 9413 61 t V.3/4'lFk3 SaEW Loam a _n AUM AHlE TYPICAL ELEVATION %pK AT MIDHEIOHT] Z' � '•(�: ea6a"•w•'9381' 320,vwew r+�exe4 n.alae 15-014 r nc uxaxluwxuyr. (SEE s1�1 krs�- �9O, �P (u , °�`-li:'1ntD-ils-. 120, T1 oaATARD N. SPAN art MOUNTING INSTALLATIONMOUNTINa INSTALLATION DRQ a` � WALTER A.T 1 J1.RE T SEE LIUBK IDNS FTX2®ON SHEET 2 ! SECTION �/•• '�•\��� FLORIDA IJe. 44187 .,AN' STRET 0 of 13 IAPOONS/CRETE-FUN O.C. (SEE3) 7-•EfmnNc otAss ANCHORS 6 19.0. 13) . l���������� ��� •�� ��� Fele 31RUCIURE YIL ED. s 9759'(TYPJ�• — EIeOSTNO (Sm SHEEP 13) E7oFi9Ne 3 •� SIRUCReIrE / \ SIROCIUFE 3/1 B'POP RRE7S OR 0 THREADED OR 7'APCOINS%L7IElE FLEX O CENTERPIECE-0THREADFOR 9 \ 1/4•.3/4•TDIS o crm.) ANCHORS o IB*O.C. IV O.C. 1 1 1 1 1 Iter POP 3 or or or OR 1/0.1/4• I or ci� TERS 010 O.4• WALL FACE 2 lei I END CONDITION 90.0' 1 9G.a 9o.a Ie 90.a 3/ter POP=Fmm OR \� / 8 4 SI-IHWN µ . /a•TExs o te'o.c. Ir/ OR ( ) OR 5 J` E)(TERIOR cm NOTE 1) (2)@ e 30•O.C.a (2)@a v7Dv T°o`'6s°' IOD54 FOR TO or SPAN a(3) 3 O 30' SPAN a(3) 630' 0.4 O Np3 FOR UP HORIZONTAL SECTION 20 am'µ°� MR 1s x�.' INSTALLED / HORIZONTAL SECTION _. SCREW Iltl'f@ NSIALLID (m— ) RNTTLOR OR HxTENgt) \ MTEROR OR DMEI oR) ) X\ / fAflS 25411/8'CONEa *WY VARY AT l/�R1'51117(1T TRAPPED f6TAU.ATpRS 4 0R 5 666s-rfi AaroY ANCIE 4 OR asIT—/cREn n x SHO SHOANC ORS O 19•aG f SFE LJt1Id11NS FDR©ON SHEET 2 py,.�STRUCTURE ANOIORS a 18'O.a/ EDOSIPIC STRDCTURE\ EYGRMT SIRUL'NRE z•.z1t/e•tanNr. BU 1 KIM. 6DG7-T6 ALLOY MILE END CONDITION E0. EQ 3/16•POP ft1Ei5 OR(/4'1 3/4•TERS OR OOSIIN3 STRWWRE .END LOCK.ANGLE NUTS a 12'oC.UIS W' END LOCK ANGLE HORIZONTAL SECTION HOPRONTA.SECTION NOTE-1 2•.z•.1/e'60Q1 TO /s v s/4 TIX ONE LOCKING TUBE PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR mwt ALLYOUM eENr ANaE sLt+ENT A AME W CNE INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A (z) a 3�0p o.a o E a 9 oa SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, Mw A(7)h31e s�o 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.4 o u6sPAYtvR uP WS 10 144•SPA!(THUMB INTO R WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MAY BE INSTALLED A 0,200' LONG BEVEL-TOWARD THE END P6 AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM H11ER 0R OR IXES OR) OF THE'RP A SQUARE, 0.475'xD.475'xo.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBE (4 A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE a40 SHO WN (1)PIECE, 1.375" LONG, WtT71 A 0.366'x0.366"x0.630' 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' A�INTEM)R DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. ,,c. SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRI1 T m ON THE OUTER 1 (MAX) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. gip) 4 OR SHO 5 ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL 0 N.TIC NOR20Nd1 sFsnfia ���, ✓ ��� FLORIDA BUILDING CODE (High& Non Nigh Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. 44167 �i �zo'SnaRxotNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM `a./ ` _ No, "'• ° CONCRETE BLOCK & WOOD (AS APPLICABLE) FOLDING SHUITER CORP. ; 1S TILUT W5TN0 a ENGINEERING COMPANY 7089 HEMPREtiT RACE 'JCCr eae.r,eea.st.its m worn.aPmn,n arae WEST PAW OFwt'H,R 3J11J 15-014 •,/ ` P"w e(me -tem.ra.(aos)ert-tut pH:1800-B/3�371 �¢ • Q\\\ e- a Hit...al d.eeIn n,r.Mmnpelutfere.eam oRAWR10 Ne \\ FLORTOA U +44167 m+N" SHEET 9 OF 13 YxYxfl6' i uLarcAAr OLE PER SOCTI NUM -^ PER SEC77Ni 4,SKEET 6 A A (2)3/16'POP RVETR. EACH LED DC Y.2 ` ALIMIRI t ANGtE ANtRE ANGIE IE6 MAY FACE AWAY FROM OPENING (ASSAOR TOWARDS NG N ANCHORS i x REQUrt2EpThi is J 8MN-OIiT NUNr PER SECTION 4.SHEET 6 (2)3/1e'POP RAFTS, EACH EEG OF 2W ANGIX a,MR NE--� EXTERIOR ELEVATION ll.AND BOTH SIDES PLAN VIEW A-A OR eo1H ANr2FS l��,n OF PRODUCT (2)0 1/4'M:3/4- ;f' OPTIONAL SIDE ANGLE MIS LD, Rs/16 PTO WRQ.1 t 6 .1«-2' (rnM rienON 4.SHEET 6) ' tt22tt t� TUBE OOYIOM OR TO WALL(2 REDWRED) CPETE/-t"ti / EAL ANGIE TO SLAB t/4•�:t 3p• y�)N END PIECES MAY BE FIAT �/CIiE'l-IM' END OR E 00 +I 'p• ..d1 .. 3/16'POP RVETS OR ExurtNO smucluiE ,A, A' O tY O.C. 3 1/Y NPI. .O. COR/N�ER POST ISRIC ••.•A �OF CONCRETEMErW (TVP.AT TOP AND BOTTOM WZS) i+9, EMF PECE4 MAY 8E FLAT v 2 TRAPPED END CORNER POST CONDITION A FLAT ENn NOR170WAL SECTION FLORIDA BUILDINO CODE (High & Non High VeIOCIty HUrrieane Zone) END INSTALLATION DETAILS TNTC? CONCRETE '�, L�GENSF'•. , %y ®2o1s TL1FS0 Drc TITAN II FOLDING IMPACT PROTECTIVE SYSTEMAIN" OWNN iDi No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) RUING Sty MR Cori. D3/1D/t6DATE TIWT TESTING 6:ENGINEERING COMPANY 7060 NEMSIfEET RILE .. fu.3aU.s.Gb 7ftl meat armC.n J,fsa W6T I/all REA4J1,it.33173 CID 1}E teoa 6+3 63n 15-014 C? • UFTi��,.•'`�'k`�\ e-mOD:BRaAe6ad.ean ..v.Tdd'fgdiutteraemf DRAWMG Ne \ ®-0046X9 WALTER A iitN 4,.PS- SKEET 94 of I3 WALL FlNMH OMONN.RAIN HOOD (NON-SfRUC URW WALL F1NSH 13: Doso•THN c ss LONG•ss.s.Ms. CONNIMCDOW C2 �iiEER HOUSING LONG NYLON BASH (TYP TOP) AND 1'LONG CW..B�OrvTTnOM).FXCEPr AT ROLLER HOUSING(1 ) 0.060•THICK SS.ROLLQt HOUSING • —t — _ —�-� n I ?::; OPNORAL RAIN HOOD 85(2))NYLON I II �E,. (NON-STRUCTURAL) LERS 0. 3'0(TYP.) 0 q e 2W CONI.VmD f J/I6'ALUM.POP HEADER REOV. ' LIO x J'SS.SNS.W/ ` 0.373•LONG NYLON RWEIS•O I6'O.C. _��G BUSHING W/A 0.750' commsplom C1 LONG TOP SECRON 0.500• 0.163'x0.270' g ` 0.0.AND 0.245'LL AND x0.030• 0.227'LONG BORON 1 or SECTION 0.320'O.0.AND STRIPPER •PPING Ek r• 0.245'I.d. SO(TTP.) ® 1 ivq .�. 3/16'ALUM.POP R ,) \W L —RNLlS.A te'O.C. TP t ­TO IN,sEPARAn(IN 2'x41 CoNr.WOOD LOV.�GN 8 (ONSCHEDULE3) l or HEADER REQ-0. ULE 1 t yi 17 ON SHEET 13) ®t ON SHEET 13) ®T 2514'CONT.WOOD ' ' PLATE RE'C'D. 5 WALL FACE MOUNTING INSTALLATION a SECTION 2W (TOP) R I COIIFJCIION C WALL FOM WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD \\AAAAg1fi T ITC%A�'. FLORIDA BUILDING CODE (High Non High Velocity Hurricane Zone) I SEE LIMITATIONS FOR ON SHEET 2 P:•�\CENS�•.,•. ®Rots TNLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM n"a" ' NOTE FOR COMBINATION OF SECr1ONS: = 03110/te 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO IL ECO INC. FOLDIM SHUTTER CORP. DATE BE HAVE A NLN. SPECIFIC DENSTIY OF 0.46 OR EQUAL t— NOUNDNG SECTIONS CAN BE CONBINED _ c 7WIEvsEREEr PACE IN ANY WAY TO SUR ANY INSTAWITION. q. c3 ��.T�� nLTn TEsnHo e:ENGINEERING couPANr WEST Puy BEACH FL 31413 em Ni x. a s<ix WAtNA mama a�+m 15-014 • O� PH,1avoue-843 ' a6La-000�19 ..•ram�xlmR�xoon DaAw HG U. WALTFR A nL1R'Jr.P.E. DATE ILORDA U.f 44167 a.m. SIffET 10 OF 1S hAFi �IV f11 A\ 1/4'0 x 3/4•TELS SCREW OR 1/4'x 3/4' BOLTS W/NUf5 k WASHER O 6'O.C. '• :c 4".9" i�)EXISTING WOOD BEAM REQUIRED.STRUCIURAL ADEQUACY OF EXISTING WOOD BEAM M BE I •!• CER71FIED BY REGISTERED PRY. ENGINEER OR ARCHRECf PROS WALL FINISH 0.060'THICK S.S. T SEE LIMITATIONS FOR ®ON SHEET 2 TD PRODUCT INSTALLATION. ROLLER HOUSING 2•x4"CONT. C4 WOOD HEADER OPTIONAL BAIN HOOD NOTE FOR COMBINATION OF CECTIONS: FWD. EQ. EQ. (NON-mHucTuRAL) r^= 1- MOUNTING SECTIONS CAN BE COMBINED CONNECTION Cs ,r L LONG S.S.S.M.S. GS 1/2b op) IN ANY WAY TO SUIT ANY INSTALLATION. LGN¢NYLON,BUSHINGS(ftp.TOP) AND 1'LONG(Typ.BOTTOM),EXCEPT ' AT BOILER HOUSING(TYP_) (��,(l]9, NOTES:�1 / PROtLV.RAN FI000 z� �.*"'�'-da,;`;;I (2)NYLON 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO -JL//MON-StADL'MLW BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL xz i I i��p(iYP.) * �3 11 1 8 1 it f—"1 II 3/16"ALUM. I I( J I L I I -�� 8 POP RIVtTs X10•3'SS,SM.S.W/0.373'LONG NYLON , - I L_=.i.-� ��ll O 18'D.C. BUSHING W/A 0.150"LOHO TOP SECTION I 3/1W ALM. ALTERNATE tE0 0.500'O.D.AND 0.246"Ld.AND 0223'LONG POP RIVETS, I LOCDION C@TT. BOTTOM SECTION 0.320-O.D.AND 0.245'T.d. O 16'O.C. (sEE NOTE•) 0.163S10B WEATHER ClYP.) ULTRAFNG EA.SIDE MIN. CLAS SEPARATION I I STRIPPING EA.501E ro GLASS T (SEE SCHEDULE ON SHEET 13) 1 or®1 R� ADN.TO CLASS .0 (INTO C �AA SEPARATION W,P BE SCHEDULE I Or J u ( SCH �� ON SHEET 13) & I ' ON SHEET 13) Or T ALTERNATE 3116'N.UM ALTERNATE IEC' rn OPnONAL RAIN GUARD POP RIVETS 0 5'd.C. R—-ry---` TT��LOCUION (NON-STINCTUlt LOCATIONAL) PLll7R RM R ; PI LL J J I I SEE NOTE•) ' (SEE NOTE•) 1 I� I M1 ISI ALTERNATE 3/16'ALU 11 M R_? i�L J� I I _ 1 I I I i t POP RIVETS O 9'O.G I II JI 1 :;. .r I I n • AT REAL 2'.0 CEN000 CE.i F�— •___i_____r i li T� ns I I II M13 9 n i REQ'0. -__ I I I a 3110'ALUM.POP RNEF o _ \ 3 9 WEO 10'O.C.ITORi SIDES r fin W J/16•ALU(.POP RME1S c•[ n O 10,O.C.BOM SIDS W EQ E0. 2,.G"YIN.WOOD d DELI(REDUIRED _ 8 2.4*CONT_ I 1/4'4:3/4"TIEKS SCREW (NO FINISH ALLOWED) 1/4'�x 3/4'1FJ6 SCREW WOOD PLATE I _ OR 1/4'x 3/4'BOLTS W/NUTS n W/5/B'WASHER OR RFDTI 5/8 WASHER O b'O.C. CONNECTION co _ 1'/4• 3/4 BOTS W/NUTS& I I '' Cdt�L'RON C4 �' I 5/6'wASHER o a'D.C. Ir .• 2'MIN.ED, 2'AIN.EO. C3 WALL FINISH WALL FINISH Atte D—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION N SECTION 4W SECTIOAAW (BOTTOM) SECTION 7W cGG4CCT0���IAT r FLORIDA BUILDING CODE (High&Non High Velmity Hurricane Zone K%ME 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED `�.•.'\,\GENS•, d��' 02015 nLTECO 6+c. DRAWN ITT: TRAM II FOLDING IMPACT PROTECTIVE SYSTEI/ ALG/YL F INSTALLATIONS DETAILS INTO WOOD 1L g�® FOLMNGSAUMCORP. "240T/c73 SCALE N.T.S. �:a/] � = TILLT TEa"11NG k ENGINEERR7C faYPANY T FI'� /S'f —N•."54 da xl,NSM uVim4 0.SlIB6 *ST PALM GECH.FL 11413 1 5-014 •Q; Pla.:(s�er7-tm0.rm a Om1ar1-Amt FII:1600-843-MI 0i:mt—ft.1.com WxcrdAngnNdte.e.— DRAWING Ne �''•. AOR DP k ETT-0006716 WALTER A MIT Jr.P.E. °•x �°4 �jAA'L ••• d 7E FLORIDA Un/"767 mnNPe xn SIKEr I I OF 13 11111111 MIN.SEPARATIONTO GLASS I �c SEE SO4EDULE NI SEPARATION Or ®1 r (ON SHEEP 13) .I (SEE ON SHEET f� . W or ® w Df CPRONN-RAIN GUARD G (NON-STRUCTURAL) I lit n 1 �'tl x 1•TEK AL(NATE J/16•ALUM. ^s SCREW OR 1/10-20'x1' POP RNEIS O 5'OZ WAS ER 0 4M Na AT REAR WAS9 HER®4"O.C. n ' 0 10'0 D.C.BOTH£IDES .o EDGE OF SLAB R o F APPLICABLE EDGE OF SUB ALTERNATE LEGa q 'e3 COHEEDTpN q F APPLICAB E ANCHOR LOCATION F' •+ (SEE NOTE21.8'•)� F� \\l DECK FRN.WOOD A IRED DECK REQUIRED (NO FINISH ALLOWED) CONIEOipN EDGE OF s SLAB B EDGE2'FR GE I F N.E.D. APPLICABLE - :!-' SHAD API'I.ICADLE 1 SEE umiTATIONS FOR©ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I NM.EU-- 1"NIR E.D. ON OF SECTION NOTE FOR COMBINATIS DEC : SECTION 78W `BOTTOM 2MRL WOOD MBINED DECK REQUIRED 1- MOUNTING SECTIONS CAN BE CO - (NO FINISH ALLOWED) IN ANY WAY 1D SUIT ANY INSTALLATION. MIN.SEPARATION ASS FLOOR MOUNTING INSTALLATION PLATE CONT TO(�SCHEDULE SECTION' 7AW(BOTTOM) �' ON SHEET 13 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH (3)5/16'0 LAO2• 2- SEE SECTIONS 8W do 14W FOR MAX.A.". DESIGN or®i o SCREWS W/ O2 1/2 MDL I MIN'ED- PRESSURE RATING ✓!t SPANS $ I'x 4' PENELRATWN AT L ITIDTMI 6063 NU COM. (27 OF PAFTER/1FE1S56 p >-< AWNINUM TUBE ' o 1/4'x4•(60GT-T6)FLAT IX�N'TX WOOD 2'x4'MIN.WOOD PLATE W/1/4'0 1•TFX TRUSSES OR RAFTEii STUDS O 18'O.F 55�E SQLLWS O B'O.C.IN AT 24.O.C.MAX I RS BETWEEN TRUSSES OR .500' I S 1/6'.4'(6063-T6)FLAT PUDE W/1/4Y x1'TOC (2)1/4'0 IAPCON OR 1/4'0 CRETE-FLEX SCRMS O 4"D.C.IN ANCHORS an+14 NDS WOOD SCREWS OR 1/4"0 m 8 BETVA:Bf TFNh5F5 mGE(F OPPLNYVL.E) NOS HAG SCREWS AT NIDWIUN OF EL SND W/ 2 1/2'WTI.THREADED PENETRATION INTO WDDD g mg 1 4'MAX PLYWOOD MIMING SOFFIT SND 1/4bx J/4'TEK (�NYLON / SCE'OR1/4'-211 x 3/4" r -+10x3'SS.S.M-%W/1/2 O x3/4'LONG ~' Q' SS.BOLTS'!HUES0.055NYLON BU94INGS(TTP•TOP)AND1'LONG • 1/4 0 x 3/4'TEX WASHER OeO.C.B frg BOTTOM),EXCEPT AT ROLLER HOMING 6 SCREW o 6'o.C. +IO x 3'SS.S.N.S.W/ I (T'p' MOUNT TO WOOD STUDS MOUNTING INSTALLATION 0.373'LONG KM1ON - B' 'GW'"°' INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TDP"/A.1 0.500 0.1835A.Z70' D.D.AND o.21s'I.a.axD ' MAX. A.S.D. DESIGN PRESSURE RATING— +60.0, —60.0 PSF] 0223'LONG BORON MIN'SEPARATION B INTO WOOD SECTION 0220'0.0.AND TO GlASs WEATHER T Q. \\\1L\1L1L111IIINIF�Ar�rr� FLORIDA BUILDING CODE(High&Non Nigh Velocity HMrriGane Zone) 0245'La. (SEE SCHEDULE STRIPPING EA- or®1 SCALE N.T.S- \ -,I (IYP•) ON SHEET 13) SIDE cm.) I ��Q�.•, .\G...... 0 2015 rLTECG INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM OR"81' iL E C O nr1:. FOLDING SHUTTER CORP. DATE 647E HEADER TO TRUSS MOUNTING INSTALLATION 1711-Ur T6TMG a ENGINEERING COMPANY70M HOETREEr PLACE 1/ ema xa BACK FL W413 ST PA xa.x sa x04. caeA ormlx; R.alae WEST 15-014 SECTION SW (TOP) {A'I�OF :�_` L� ;9 L -,a, � - 1>R WNG xa i� WALTER A TUN Jr-P.F ev[ MAX. A.S.D. DESIGN PRESSURE RATING +60.0, —60.0 PSF' TUOMOA U.1"167 a,naA, x e4 SHEET t2 OF 13 JAI �HIIHINIgH MAXIMUM D pRE,�SU{�li(�a,{;] 1� CTIO� PA SCHEDULE CONN MON CAPACITY SCHEDULE DULE AND.0 RRESPONDING M _ AXIMUM (MAX. ALLOWABLE REACTION TOP do BOTTOM LB/FT) (MAX_ ALLOWABLE REACTION TOP & BOTTOM LB/FT)TS_SPANS SCN FOR CONCRETE& CONCRETE BLOCK MULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A, 2 1/2' FOR B & 2 1/4' FOR C ANCHORS) mm bUMN MAIS sW4 A WX RENOWN CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PGsmr Now" AT TW CON. ANCHOR ANCHdR TYPE ANCHOR TYPE ANCHOR ANCHOR f'J t M=m P a"C"mTYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK R+X 1 CL-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 1 144' 180 ib ft A B C A C E A C F 60.0` 60' 88 Ib ft 9 425 LB/FT - 388. LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT A B C T A C 35 psf tOOA" 100" 146 ib f C1 6 473 LB/FT 418 LB/FT 236 L5/FT 202 LB/FT 383 LB/FT 432 LB/F7 Cf ° ff 417 L13/FT - 418 FT - 134 LB FT 144 144' 210 Ib' 12 387 L13/FT - 3 156 L FT 142 LB FT 271 LB/FT 3.47 LB FT ' 461 LB/FT - 418 LB FT - 202 U3 FT 60.0 60 100 Ib ft C2 g 456 LB Fi - 362 LB Fr 250 LB FT 190 LB FT 318 LB FT 380 UJ FT 12 375 tBjFT - 334 L8/FT - 142 LB/FT 40 psf 100.0" 100" 167 Ib ft .6 525 LB FT - 419 La/FT 312 LB/FT 285 LB/FTK357LB/FT T 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 180 LB/FT 144' 144". 240 Ib ft 6 502 419 LB/FT - 285 LB/FT 60.0 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 L.B/FTT 329 LB/FT 9 372 lH/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 496 LB/FT - 375 LB FT 236 LB/FT 202 LB/FTT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB FT 46 P� 97.0' 97.0' 187 lb/fk 3 .813 LB FT 572 LB Fr 326 LB/FT 304 LB/FTT 631 LB/F7 115.0 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FTT 393 WFI` - _ 76d LB/FT - 572 LB/FT - 304 LB/FT 144" 144" 276 !b tk C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FTT 483 LB/FT f `� 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0` 60.0' 125 Ib ft 3 972 LB/FT 682 LB/FT 389 LB/FT 3fi4 LB/FT 753 LB/FT C4 r 561 LB/FT - 448 LB/FT - 202 LB/FT 8§,0".0 89..0 167 It ft 9 281 LB/FT - 224 LS/FT 81 tB/FT 83 LB/FT t43 LB/FT 103 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 Psi 100.0' 100.0' .208 Ib ft 120.0` 120.0" C5 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226'LB/FT - 224 LB/FT - 83 LB/FT 250 ib ft 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/F7 243 LB/FT 250 LB/FT 432 LB/FT 311 LS/FT 05 6 339 LB/FT - 334 LB/F7 - 125 LB/FT 60.0` 60.0^ FT 215 LB/F 9 273 LB/FT 32s LH T - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0" 81.0' 187'Ab tV C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FJ 9 221 LB/FT 251 LB/FT 215 LS/FT - .sy psf 100.0 100.0' 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 L8/FT 307 LB C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 1137 1134- 330 m ft 4 269 LB/FT 301 LB/FT 183 LB/FT - 114 LB/FT 153 LBjFT 3 663 L13/FT 756 LB/FT 646 LB/F7 - C7 3 358 LB/Fr 402 LB/F7 244 LB/FT - - 152 LB 4 232 LB/FT 236 LB/FT 183 LB/FT 60.0' 60.0" 150 Ib ft / /FT 204 LB/ C7 3 310 Ls FT 315 LB/FT 244 LB FT - 80.0" 80.0' 200 Ib ft 2 - - - - - 305 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT 60 psf 100.0" 100.0 250 1D tt 12 491 LB/FT 596 LB/FT 409 LB/FT - - �397 LE FT 168 LB/FT G8 $ 582 LB/FT ,691 LH/FT 614 LB/FT - 115.0" }15.0• 288 ib ft C8 9 736 LB/Fr 894 L9/FT 614 LB/FT - - LB/FT 2S2 LBjFT - 131' 128" 346 Ib ft 6 982 LB FT 1194 LB/FT 819 LB/FT - - LB/FT 336 LB/FT 6 777 LBjFT 921 LB/FT 819 LB/FT - 59.0' 59.0' 160 Ib ft 65 psf 920" 920" 249 ID ft . roo.o" 100.0' 271 IDR MIN SEPARATION TO GLASS SCNKDU� BdCHORs scHFDULS QSEE GENERAL NOTE C.2'ON SHEET 1 T2; 123" 360 Ib ft 6Z;0" 608" 374 Ib ft SPAN HUR ANCHORS ANCHORS MM. E.D. MIN. SPACING 70 psf 100.0" 1118- 292 ib ft SLAT GH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC.C.SLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL RICANE ZONE HURRICANE ZONE L1 59.0" 59.0' 167 !b ft ZONE 1,2.3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50' 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0" im 51-10` THREADFORM TECHNOLOGY 117- 114' ' ' "80 psf 113" 111' AS IG'ScB 1/4` 40 x 3/4' SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00" N/A N/A' 90 psf 107• 104" }5'_10" 100 PSI 101 99' 44Ib f7 t TO B•"-3" 2 5/8"} 1" 2 3/4'{. C: 1/4" 0 CRETE-FLEX 3.00" 3.00' R N/A 3.00' 3.00" N/A N/A 110 psf 94" 1 90" 468 tb ft 1 0 psf 87" 82" 484 Ib It >8'-3" E 1/4" 0 TTW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00` 130 psf 80' 76' 483 Ib R lO 3 1/2" 1" 3 5/8TEK SCREWS 140 psf 74' 70" 484 Ib ft #14 NDS WOOD SCREWS OR 150 pst 69 66 483 Ib fk F 1 4" NOS LAG SCR N/A N/A 0 N/A N/A N/A 2A0" N/A �A60�psf 65" 62" 480 Ib ft A AS DEFINED BY ASTM E-1996 STANDARD. ``�iAVVNp+A 17���N"', FLORIDA BUILDING CODE(Nigh&Non High Velocity Humcane Zone) + EXCEPT THAT 3 5j8' SHALL BE USED L+:MAXIMUM ALLOWABLE PRODUM SPAN FOR A FOR MOUNTINGS AS PER SECTIONS �4A & 7A. 3, GNEN POSITIVE A•S.0 DESIGN PRESSLME RATING. ��� 0R015 °0°1� G TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEMORION°R B1 _ �• F •�•� 6 L-:MAX(.ALLOWAEgE PRODUCT SPAN FOR A .4, 5 GIVEN NE'GATAlE A.S.D.DESIGN PRESSURE +"`•�yy1}-�{•iP1 Q7= / y�/� [��y� n SW {rb / per OJ/10/15 RATING. z ZI{� -E L M 1110 (VG NG JfiVI ER 4i711r. iXs[ + FINALEDUA MAxRiUM ALLOWABLE PRODLGY SPAN 15 5• �� Oz y TILUT TE"TING At ENGINEEN7NG COMPANY 700 RF1k5OW MADE " E1oUAL TO THE WINNUM DEIERMNED PRODUCT 14" s wx aau,.m a.at wiaKa a aec n arM WW PAtlt GFNJG,tL S3F1s _ SPAR 9E7WE£N 2+"AND t'. %g,c••. 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