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HomeMy WebLinkAboutProduct Approval 1'1V11UCl 1JU11U111r, VVUV V1111111+ 1 ar,%, 1 Vl G f Business & Professional Regulation Fionda DepaItmentof BCIS Home I Log In I User Registration ; Hot Topic Submit Surcharge j Stats&Facts I Publications FBC Staff 1 BCIS Site Map Links Search 3usines Professi I = Product Approval USER:Public User Regulation Product Approval Menu>Product or ADDlicatlon Search>Application List>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. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RS COI FOLDING SHUTTER CORP CERT IND 15- 0310.01 DRWG.15-014.odf Referenced.Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDov2aBQpHpQQe6rlZ... 7/1/2015 Page 2 of 2 Product Approval Method Method I 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 11 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 lFll Yes FL17080 R1 11 FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 0 14.od impact Resistant:Yes Verified By: Walter A.Tillit Ir,,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 F.-.-Cq ..-.l Contact Us::1940 North Monroe StEllet.Tallahassee FL 32322 Phone!850-487-1824 The State of Florida is an AAJEEO employer.�oovrjqht 2007-201,3 State of Florida ::Privacy Statement*.;Accessibility Statemen :;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 4SS,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. [�F113MM�—g securitym-riticr https://floridabuilding.org/pr/pr_app—dtl.aspx?param--wGEVXQWtDqv2aBQpHpQQe6rlZ..'. 7/1/2015 GENERAL NOTES: 1.TITAN 11 FOLDING 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 _ 1/4-0 TAPCON W/ADVANCED THRLADFORN TECHNOLOGY, OR 1J4'0 CRETE-FLEX,AS MUFACIUf✓£D BI ffW/BUILDEX, MAY BE INSTAII m AT HIGH VELOCITY HURRICANE ZONES(FM41�ANO OUT OF THEM(NF1VH2). W INC k ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY,OR j 14 NDS WOOD SCREWS OR 1/4'0 NOS LAG SCREWS DESIGN NAND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVIiZ)&1609(NHNM OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A.DIRECTIONN-ITY FACTOR --2i47E5i ---- Kd-085,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM AS.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DFSWG NOD WADS OEII.3W4 D PER ASCE 7-10 SHALL BE P1W CA) MINIMUM THREADED PENETRATION OF 1/4'0 TAPOON OR 1/4'0 CRETE-FLEX OR/14 NOS WOOD SCREWS OR REDUCED 70 Aar D.DES04 WIND LOADS BY MULTIPLYING THEM BY 0.6 IN OLDER TO COMPARE THESE W/MAX.(A+0.) 11/4.0 NOS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-FOR C1 THRU C4 AND C6 THRU C& DESIGN PR6AlAE y1R140$IDICATO ON SHEET I& CONNECTION TYPE,AND 2-FOR C5. OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Zi4I USED IN THEIR ANALYSIS.A DURATION FACTOR CO a 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 114 NDS WOOD SCREWS OR 1/4'0 NDS OF FASTENERS IN WOOD. LAC SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12 FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1809.12 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.I.). 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 CA ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1616& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE. FY-33 KSI(MIN.)MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL.BE 0 10 x 30, 410-HT MINIMUM SERIES W/ 173.8 W YIELD -1/4'0 i1W BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS NOTES: MANUFACTURED BY WH.IIFORD Co.BOX 507.WEST CHESIFR PA. 19381. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2-MINIMUM'AEW STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDEX TEK SCREW 1-. FOR 60&3-T6 ALLOY AT SLATS SHAM BE FY-25.9 k9T. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 Ami YIELD STRENGTH ANIX 90 kai TENSILE STRENGTH OR 7.ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL fiW/BUI DEX TDC SCREWS AND SWILL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER- 2411.3.3.4. ANUFACTURER2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. R 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 SHUTTER SHALL ONLY BE ATTACKED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASIA A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kaT MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE 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) TD EXISTING POURED CONCRETE: - 10,PRODUCT MANUFACTURER'S LABEL SKULL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE -1/4.0 TAPCQN W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUIL.DEX,INCA TO MIN.f'-3192 psi. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN_f'c=3000 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 1/.4'0 CRETE-FLEX,AS MANUFACTURED BY RCO CONSTRUCTION PRODUCTS TO MIN.r-=.3350 Ps. 11.FOLDING IMPACT PROTECTIVE SYSIETA'S INSTALLATION SKULL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 6 APPUm TO. Al) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 1 3/4-. 12. (A) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SKULL BE 0.S PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE.SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/B-) INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTAUATION INCLUDING LIFE SAFELY OF THIS 0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED EE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) 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 SIZE SPECIFIC PROJECTS SRUJ.8E PREPARED BY AREGISTEREDRIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL ANCHORAGE SHALL BE A5 INDICATED ON NOTES Al &A2 ABOVE () BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (8) TO EXISTING CONCRETE BLOCK WNL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHIN_SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED 1HREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX, INC. (E) THIS PED.SFW1 BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONALf77GINEER THAT - 1/4'0 x 3/4-SOLID SET,AS DISTRIBUTED BY ALL POINT SOUD SET ANCHORS. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY FIM CONSTRUCTION PRODUCTS. PREPARED R. HRIE5: THIS DRAVANO SHALL ONLY BE USED TO OBTAIN B.1)MINIMUM EMBEDMENT OF 1/4-0 TAPOON ANCHORS OR 1/4.0 CRETE-FLET(INTO CONCRETE BLOCK UNIT IS 1 1/4-. PERMITS IN THE STATE OF FLORIDA UM EDGE DISTANCE BE AS PER SHEET B2 31 41M SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED 17 81 INTO THE CONCRETE BLOCK INR.NO �� I � / FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zona) EMBEDMENT T INTO STUCCO SHALL BE OULD STUCCO EXIST AND E MMMHIM7/FOR -2WAL0 SS SCREWS TISTUCCO,SHALL BE 1 1/2-LONG ;•I't VAC E1�S�-'••`i9//' `r ®x010 Ta1Ew TING TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��� BEL)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALT., ��-� �= aT/10/1e ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE FOLDING SNUTfER CORP. DATE SWILL BE AS INDICATED ON NOTES B.1 &B.2 ABOVE. _ •',`g/ / X jX' '9.!%OAF !! .•�` TRI'TESTING Q ENGINEERING COMPANY 70M��I p'33 u'LF/`1yC u am x�xu st se su vnaw 00AA�55.FL 1 Pit MIM telsr l8ova(.- 33413 15-014 RED,(JmX>t-tso.Fm,(.1061®1-tS110(1-e4l-6771 e-moi:W1ece0ad- 1BAWRM No WALTER A MILLETJP.E /////Y/,•• •,` TE FLORIDA Lic./ r.44167 m,as Wtpn. a SHEET 1 OF 13 5000' 87e" 29IY SD60' l tL I r RQ[� .� 6175• 'QG. � �, a F' �^ � g'�' � g R .a74- 01 g .ate" f.750• 1 z7ss• . f®� ---•. ..m.�.-,rase'— -hour-Ta a or ® SLAT WINDOW Q_L—END ©.PLAIT END 2750- _ © EXTERIOR CENTERPIECE (To BE USED FOR ALL INSTALLAAONS, 6063-76 ALLOY 6063-78 ALLOY 6063-T5 ALLOY 6063-T6 ALLOY Y INCLUDE PERFORAAONS AS PER (T0 BE USED ONLY FOR WSW-LATRWS ERIDR_CENTERPLECE D L-IIC.$1� 30 FEET OR MCN£R ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6063-T6 ALLOY 4 SEE COMPONENTS 20,21 &22 ON y� SNEET d) z�. SOaY ,Slf• 113• L1S7• 1964' 2746' 2012' 2atY .06F- •170" r12- ,G7f n it 'on- IDA! = - ',4•I - S .OAY" .CN7' - N . r � 1.Obr •aai' — $ AST' ins• © WALL HEADER ©�r'�niTMt�71' B.O. ®s"CEIT:ING N&MURIA. SBOTTOM SILL TRACK ® OTTOM TRACK ADAPTER 6063-T5 ALLOY. SlI. IHXAD TRACK 6063-T5 A1LDY'""""-� 8063=T6 ACLOY�__. `{ -T6 Af10Y �.-r� 6063-T6 ALLOY .oat• COMPON o h ti 1:2 S Q 2' 5'MAX. 0.125' 0.125" ' Or� .vs6' � y, N Kg 2` 4'MAX. 0.25` 0.25' .cat• -- ---- - -- 5 1` 2`MAX. 0.062` 0.062' S 44.e' (____�_ --- A1VG S ® RAIN HOOD 0 ALT. BOTTOM TRACK ADAPTER BOTTOM RAIN GUARD'. © __ 6063-T5 ALLOY 6063-76 ALLOY '6063=T6 - ' 866i!� COMPONENTS Tit d (lyl(l6flI,' _ tl FLORIDA BUILDING CODE(High k Nan High Velocity Hurricane Zone) " `:�'� .........'•.,d,9 ®sa,s lalECG IW- DR"*Uy-.�` _.. +, _ P.•'•�pENSF TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AG.nJ. 3/8L0 18-ACETALS a3ra�15 2Ka• — : , IL E C O ewe. FOLDING SHUTTER CORP. DATE ��r _m 4 a D PC KING TUB I S ���` e - e TILUT T NG R ENGINEERM COYPJWY ST F MtMCET LACE -.T1ZV,lIId7..�fCRG II a7 "gyp�9ooB/J-WACK�as111a 15-014 AENTERPIF.G'E `CORNER POST,fPtt180-643=lFO `� 063-T6 ALLOY 063-T6 ALLOY -� _ �A Q ��� 1yLLtEEB- 006719TUiJr P.E.•�• FIIN.°-28z1/e'e'LON '�i�i.�' �f�a FLORIW Ua/44167 2 DAF 17 ' �41tH111115111\ I i (3)ROWS of i 'r maATmr6 i iD ED FA SP ` i 114.0 HOCES i �_ __ i O o 0u°ART �� -1 z-CUP EW.H SIDE TABLE 1: SOURCES FOR & 1 TA I O 0 W BOTH I i OF WINDOW(SEE BLE 1) OPTIONS i 000 i DIRECTIONS. I i rs i PMc) I IYP.GIL PAI7PER11E5 STANW4D &1YER 51870 W40VA71YE sols i 00 0 stars ; nn I > 12RLLL/mENct PW6IIO xuuactE i 00 falucxlE LLCJAU XON JL (EXAM far RMN ( 1 i 0000 j (>TP) j i 20 aDsa�L N i 00 0 i ' i VIENTNG SPECIFIC GRAVITY ASHT 0792 0.017 le/in 0.013 6�n I 000 L� .! WINDOW Lff�NICA, 0 ��- TENSILE YIELD STRENGM ASTM 0638 9.400 pa.i 9,500 P.sl _On�roeru, FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 P.I. 13,400 P•aL Sn FLEXURAL MODULUS ASTM D790 310.000 pal. 345.000 Rat i Z R 3 i i 1 a an SW-IN END IMPACP 1.000' Z I ; t, OCUPW OPO/W ROM NOTCHED IZOD ASN V256 18 FT-lb/,. 17 FT-IbA.. C p ; MAX. ' i ; S^ (SEE TABLE 2) . SMOKE OENSnY ASTM D2043 47.2% 64.5%MAK Ln,1 i I .N 2 i n RATE OF BURNING ASN D835 C-1 CLASS C-1 CLASS s ' IA SEF IGNrypN ASTM Df 929 1040'F 980'F 1 SWT WINDOW li i I SLAT WINDOW 0.060'THICK W,EATHFRINE ASN 0153 POLYC4R8OAW7E VIEWING TENSILE SFRENG N AFTER WEATHDRING ASN 838 9702 Pal. 8840 Pa.L V Z V S i WINDOW(SEE TABLE 1) TENSILE STRESS BEFORE WEATHERING ASTM 878 8461 p.aL 8880 Rsl i W ; ` 2 I i Nps: 1.000' i —MAY.(2)WINDOWS UAY D£W ONE SWT SPACED a co i MAX. i v i A:MIMMUM OF 24'APART, WITH 12'Mw.FROM N ENDS OF SWT TOP&BOTTOM. ' m sur MAST EVER eE wsraUED aaNCENr TABLE 2: SOURCES FOR TO CORERPIECES�OR©,NOR AT CORNERS OF PRODUCT. MASTER TOOL Cm~ I TMrAL PROPERD ES SJANWD BUCK NKON PMT I 00 0 r--- ---� ® SLAT i�IND011P DETAIL, J z051s4� I 000 i (ELEI/anON �� 000 i I I 20 SPECIFIC M%Cy ASN 0792 0.042 IDPH' stars Ooo sLArs NEN?NG iV KNLACX 000 XNU - WINDOW TENSILE HELD 5fRE/!CM ASN D638 11.500 P.I. 1T7P1 i 000 i (1771I 1+ I i a Hao oeo FLEXURAL STRENGTH AT YIELD ASTM 0790 15,000 pm.L j 00 o I (3)ROWS OF a Pp91 FLE URAL MODULUS ASN D780 450.000 P.al p0O I I 1/4'r HOLES , IMPEGL • Q0 ` i FA SPACED L_--___J ; .n U. - FN..fZ00 ASN fY)58 0,6 Fr-4b/i.-Ib/In _ I 3/B'MART i 1rw. =•as:K i THERNAI ES, 1 � JIN 90"f � i O/RECJfONS. m m �. nom. COEFFICIENT OF THERMAL EXPANSION ASTM D696 5.5 x 1b'In/In=F ' * ■m �Tp FIWIMABAl1Y L0.94 V-2 ' 1 21 , ® SWAP—LN EM VL(r 1@LIING lEA/PEPANRE ASN 03418 `'IX)•F I i i i �O BE USED AS AN OPRON FOR ALL INSTALLATIONS ® SUIT I NDOW E.GMT M UNDER LARGE ARS.SILE ANY INCLUDE PERFORATIONS AS PER IRIS DETWL TYPICAL l A SLAT WINDOW DETAILS MAY (Z)WwDONS MAY 8E IN ONE SLAT SPACED W� �20� VIEWING WINDOW & X211 2nT MIN.24'APART(MAX EVERY 10 SIATSZ TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) (l)SLAT WINDOW ELEVATION LARGE MISSILE IMPACT) ��� /Ii FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zone) �,` 02015 TaTEm Ixc TRAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN St. Q�;••'��pENSF'•� IL E C O ewe. FOLDING SHUTTER CORP. DATE75 TILLIT TESTING C ENGINEERING COMPANYWESTP BEIfN.FL 37113 y / = mee•w.aan x.sm..m,vrn�lA oncoe, DlEO 15-014 RQC [_ Ix Rvr,(�b5)Bll-16b. PH:1806-9{3-BT/t �. L- d:L1Leco0ad.wm rddq.huttaemn DRAWING No i A••. WALTER®OOIT671 Jr. P.E o.>s i+.r omlm om ��� Fl.OM01 lic./44167 aYM a SHEEF J OF 13 \ 4 2 or 3 w/ OR @ 4 t5 (2) hs USE (2) AT 30" 0,C. FOR SPANS 2 + NOTES ON @& LOCKING TUBES AT(g)&@. UP TO 99- X I.TWO(2)@ SHALL ALWAYS BE USED AT PRODUCT'S ViDSPAN SPACED USE AT 30-OX. AT 30" D.C. FOR SPANS UP TO 991.,USE-THREE (3) FOR LARGER o FOR RAN LARGER SPANS SPACED AT 30` D.C. AT MIDSPAH. I MAY BE THAN 991*VP TO Iw CALLED INTERIOR OR WE;ItORLSCREWED r AL $,NfERPIECES F LOCATION OF BE AS SHOWN ON TYPICAL ELEVATION. Xt CL 0(n 2. (2) LOCKING TUBES SHA ALWAYS ALWAYS BE USED Top &BOTTOM AT ;0.0.1 CTS CENTERPIECES�4)ORDS AT ALL INSTALLATIONS. LOCKING TUBES 'ALL BE SECURED W/LEVERS AS SHOWN ON SHEET S. OR LULLf SEE LIMITATIONS FOR(9 ON SHEET 2 f SEE END CONNECTION DETAILS ON SHEET 9 TYP.FULL HEIGHT, CONCRETE. CONCRETE BLOCK OR�OR WOOD INSTALLATIONS. 9 -i- 10@)+ 10 + 1 @)+ UNLIMITED :VEIQ�L ELEYAIML-41 T. s NOTE; SEESECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECT16NS 7. A & 7B ON SHEET 7. SEE SECTIONS IW & 2W ON SHEET 10. SEE SECTIONS 4W, 4AW& 7W ON SHEET 11. SEE SECTIONSFLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) 7AW, 78W, BW & 14W ON SHEET 12. 02015,1701DOO,Nt TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM ORAI W- A.G.ALL z 416 INC. FOLDING SHUTTER CORP. 03/70/15 DATE TILLST TESTING a:ENGINEEMNG COMPANY 70ft HEIMIREIT PUCE :,z mxmm WW PALM WJZK FL 33413 Pit ISM-443-WI 15-014 --R, DRAW=No ....... EB-OD05719 VULTO,.7ILLIT Jr.PX- 1-3- UINIGA U. POURED CON4//// OR CONCRET WAIL REQUIR OPTIOTNL f7NN HOOD OPTIONAL RAIN 8000 POURED CCYCffiETE EYJSTINC NON STRUCTURAL WALL COtl6TION OD60'7HIdC SS. (NON-SIRUCNRAL) REWIRED. 1TIM(DECORATIVE HEAD) (SFE SH RLL;R HOlIS1NC (NON-SREUCfUHAL) j 1.000 2500'MP4MIN. ED.W� (z2)SON —_— CON ECTION C2 Ia j aI1ROLL(TrP-) I -��� (SEE SHEET 13) / q R+DR-sTRucTURAL) 1 I 1 /1a x 31 S.S.S.M.S.w/ o I 13 0.373'TONG NY1 3/16•ALUM _w 3/10'ALUM.PCP RIVETS. — 1 BUSMNG W/A D 150' CONT. POP RIVETS. zz y O 18'0.6 i (2•x4•WX) LONG TOP SECTION 0.500• 0.163•x0.270' O 16.O.C. g 11 p O.D.AND 0245'(3.AND 1/4'0 ffW BIALOIX 0.223 LONG BOTroM UL7RAFAB I MIN.sEPAMTION TAFCOR W/�N+cED 8=101400.320'OD.AND WEATHER POURED CONCRETE ,TCI GINS / RT i.e. STRIPPING Ell OR CONCRETE BLOCK SEE SCHEDULE- 1 or 1 4 0 FICO Q COFb•TT61CN0N PROOl1CT5 I 5 o x t'TOC (1YP-) SIDE(TIP.) / or WNL REQUIRED. (ON SHEET 13) o CREYE�TDf W/1 3/4' I SCREW WITH NUT2kx1• POP RI16"M ®T ®t WR EMBEDMENT O t'O.C. I WASHER O 4.O.C. O IB•O.C. / of I 1 POURED CONCRETE I y I ®t OR CONCRETE BLOCK TO CLASS N y or WAIL REOUIPEO I / or EE SCHEDULE ON SHEET 13) ®t _FSHEL7 ®t I MIN.SFPN1A1K1N •I v. 1 TO CLASS POURED OR C NCRREEEE BLOCK NCRETE $ 1ON SHFfT 13) WALL REWIRED. CQ/f ) I1/4•e1'TEKUl (SEE ) / I SCREW OR 1/40-20•x1• S3.MS WITH NUT k .5 // o 1 WASHER O e O.C. RIM /10x3' NYLON IT tAT>coN W� i/ xl'IANCG NYLONLON BUSHINGSBUSHINGSDSIS - 17iRFJOF0f01 TEOIIIXIIG! COMIECTON C (Typ.BOTRIM).AND 3/4' OR 1/4'0 E1W I $ (�STREET 13) LONG(ryp TOP),EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCT].FROGCICTB 13 ROLLER HOUSING(TYP.) SECTION 2 CRETE-FLEXW/1 3/4' I (2•x4•MAIL) TAR EMBEDMENT o 6 D.a WALL FACE MOUNTING INSTALLATION OFµaOR SECTION 1 ,n. �AaNG ANC"OR SPAONG GROUTED BLOCK REQUIRED 1.0 2500 MIR (MPI.fe> GROUT)� MIN. E.D.OURE EX51INC NON STRUCTURAL WALL TRIM(DECOPATNE SIU.) 0 6 AN(NOR �Awelc STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE MAX. A.S.D.DESIGN PRESSURE RATING - +65.0. -90.0 PSF & CONCRETE BLOCK p♦♦�! r�j� �/�AA4� FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) CD 2015 T6tED7 INC oRAAN BD SCALE:N.T.S. \P.••��GENS�•.••� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM � NOTE COMBINATION OF SECTIONS: * ED• = EDGE DISTANCE V• _ a7/TO/ts ' IL E C O�Ne• FOLDING SHUTTER CORP. oA,s 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) •� 2 TILtfT TESTING k ENGINEERING COMPANY 7M RORTT PLACE IN ANY WAY TO SUR ANY INSTALLATION. A:a / ass Isla ES N tb EN INEE ci2Exs,n 11Itm WEST PAW II",FL 33413 �� "�S we.:pmm t-tsro.Td (a0e)nt-t3/t PH,1900-643-6371 15-014 '�/`� - 00:tateco0aotwm n fdQgahuHmx.— DRAWING Rb 1 SEE LIMITATIONS FOR®ON SHEET 2 'i4h�'' O4'•�• ♦� 83-0006719 WALTERAIN T9r.P.E. f'`��� ' f N. •FUARIOA LIZ /44167 .NW MEET 5 OF 13 qql{UlU 1/4.0 x J/4'TFXS SCREW OR 1/4'x 3/4• BO135 W/Ntf`S&WASHER O 6'O.C. 0.060'THICK SS .____.._ 1 POURED CONCRETE OR ROLLER HOUSING ' MIN.SEPARATION I NUN. ON URGLASS 10 CUSS CONCRETE BLOCK WALL TO CLAS CONNECTION C4 (NON-SREWRED / LL. 0. OPRONAL RAIN HOOD r—(OON7�1 J Of TION SHEET ULE 13) J t s� CTRUCTURAL) ® �nM (SEE SHEET 13) /10x3•S.S.S.U.S.W/1/2Y ®t ALTERNATE J/16'ALUAL x3/4'LONG NriON BUSHN(5POP SJO75�ALUM POP FRIVLTS O 5.O.C. ' c (T7P•TOP)AND 1'LONG C'11' AT III AT REAR. I BOTTCY).EXCEPT AT ROLLER HOUSING OW.) �. uI (R I 1�r z-1i is ' . N w �es 'a• 1 nS 9 \ ^ 0.ED 3 1fi'ALUM.POP PoHETS 1 Iii 3/16'ALUM.POP RIVETS Ls ' O 10'O.C'.BOTH 5106 0 10'O.C.BOTH SIDES j LEG&ANCH 3/16•ALUM.PoP 0. IENTATI0. ORON 8 RNETS O 18'O.C. /10 x 3' 0.373•LONG NYLON Ni 0.163•x MIN.3/4'PLYWOOD BUSING W/A 0.150• Q270•x0.030• MN.3/4•PLYWOOD g 1/2•MN. REQUIRED LONG TOP SECTION 0.500• NIN.To GLASS ON ULTRAFAB q REQUIRED " O.D.AND 0.245'Ld.AID WEATHER 1/4.0 TAPCO145 OR n OZ23'LONG BOTTON ( �� STRIPPING FA J Of CRETE-FOE% 1/4'THRU BOLT W/ SECTION 03RD'OD.AND ON SHEEP 13) SIDE(1YP-) 1 ANCHORS e'O.C. WASHER&NUf O 10'O.C. 0.245'Ld. '^ DEP.) u 1/4"THRU DOLT W/ EA04 SIDE. 0 1/4'0 TAPCONS OR POURED CONCRETE OR WASHER&NUT O 5'O.C. CRETE-FUEL ANCHORS 6'O.C. CONOIM BLOCK WALL J Of REQUIRED 60x7-O6 CONT. CONCRETE D CONCRETE WAOR LL 5•x3k1/6'6063-T6 CONT. ALTERNATE 3/16•ALU1L ®1 ANLL£ REQUIRED ALUM.ARGUE OR BENE"PLATE POP RIVETS O 5'O.C. AT REAR STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING SECTION-5 INSTALLATION SECTION 6 /��� ��/� MAX.AS.O. DESIGN PRESSURE RATING= +66.0. -66.0 PSF cA MAX.A.S.D. DESIGN PRESSURE RATING= +68.0, -66.0 P$F �Z I • h3 Y� 9 3/15- M.ALUM.PoP RNE7S O MN. GLAS110N 10'O.C.BOTH SIDE TO GLASS (SEE SCHEDULE g . , ON SHEET 13) ul ALTERNATE LEG - J Of a(W Q. Q. &ANCHOR ®1 ORIENTATION CONNECTION C3 ALTERNATE LEG (SEE SHEET 13) &ANCHOR ORIENTATION 1/4'4 x 3/4'TELLS SCREW W/ POURED GONd2L7E OR 5/8•WASHER OR 1/4'x 3/4• - CONCRETE BLOCK WALL BOLTS W/NUTS&5/6•WASHER O Aj REQUIRED 4.0-C. i 77! 8' BUILD-OUT FACE MOUNTING INSTALLATION CONNBCIIOFT C4 SECTION 4 E0. E0. 1/4Y x 3/4'TEALS SCREW OR 1��4•x 3/4•BOL75 W/NU15 POURED CONCRETE OR &5/e'WASHER CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE MURED & CONCRETE BLOCK BUILD-OUT FACE MOUNTING INSTALLATION SCALE N.T.S. �T. ` ON 4A (BOTTOM) FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) �.`P�,•,.••`•••••., d�� ®2015 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Aa/YL. HnTF FOR CONRINATION OF SECTIONS: * ED. = EDGE DISTANCE .: \GENSe FOLDING 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _s 17 'L E Q INC. TNY7ING SHUTTER CORP. 03/10/15 IN ANY WAY TO SUR ANY INSTALLATION. DATE * �� , •* nu.rT TESTING&ENGINEERING COMPANY WEST PAW FL&U13 r wss I�.]4U.5L,61.30.1 vrL raaraDAs,M1 3319A 15-014 T SEE UNTTATIONS FOR®ON SHEEP 2 �•p9:• .ST F u , e'm-,EDT"^"'�'0' leao--643-ai71 al:1OW671 tl.cam x�•r01Gni9xAx11omAxx ORAIMIA7 H. .s� R A TIL67t6 WALTER A U. 0 Jr.67 F79RiOA Oa/44187 I SHEET 6 OF 13 IAEA 1/JlllllllllllTl�� - . YIN.ED. POURED CONCRETE COf4 IIIl01I RE REQUIRED '(SEE'SHf2T_13) . ------- 0.060'THICK SS. ROLLER HOLISM OPTIONAL RMX MOOD (NDN-SIRUCNRAL) (.• 2)NYLON 10x7'SS SYS. W1 N 5GS ROLLERS 0Iwo(TYP.) ("7Ty 44•To ),DLCEP�P)ANON LONG(Typ. USIN I 8 BOTTOM HOG(mJ T AT ROLLER 10.373'LOW NVYON/ 3/16'A EUSMG W/A 0.150• PALUM.ALUM.OP RIVETS, LONG TOP BECKON OSaO' 0 11Y C.C. O.D.AND 0.245'Ld.ANO COM.0.163x0.270•.0.030' b.223'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'O.D.AND STRIPPING fJL SIDE OW-) ,f j 0.245'Ld. 5 ' 1 oror (TTP) ®t a faMN.SEPARATION ®T y e m (SEE SCHIEHEFT 1 LGN. ARATION ON SHEET 13)) ... TO GLASS (SEE SCHIDLILE / or I MIN.SEPARATION ON SHEET 13) ®t TO GLASS �•' 1/4.4 x 1'TEK SCREW OR 1/40-20'x1'S.S.MS WITH (SEE SCHEDULE ®o gw OPTIONAL.RAM GUAM NUT&WASHER O 4'O.C. ON SHEET 1J) Fi I (NON-STRUCTUPAL) 7 N.TF701 ITE 3/16'ALUM. I OPTtOrU1 RNN GUARD POP RIVETS O S. D.C. AT REM. (NON-SDLUCNWLL) I z .�•' . H ALTERNATE 3/16•ALUM. . To ALTERNATE LEG r POP 9 ;-Q? r n LOCA710N WL 2 AT REM. {�a 3/I6'ALUM.POP RIVETS ANCHOR ��C7 O 10'O.C.BOTH SIDES (SEE SHEET 13) 3/16'ALUM.POP RIVEIS O 10.O.C.BOTH SIDES r - EDGESLASOF EDGE OF App SLAB IF POURED CONCRETE TION 13 APPLICABLE REQUIRED ____ SEE-SHEET-13) Q. POURED CONCRETE - REQUIRED. POURED CONCRETE / - MN.EO- REQUIRED CONFECTION CB •MIN.ED. •MIN.ED. (SEE SHEET 13) •MIX E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 713 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. �Sy �Ar7 FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) `����'�.,.•••"'•••, �4�ri 02016 TLTEOD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRRAAm 91 NOTE FOR rnuaiuennN OE-SECTIONS: * E.D. = ED GE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET' 13) 03/10/15 SHUTTER CORP. 03/10/15 DATE IN ANY WAY To SUR ANY INSTALLATION. _ .• I E G O INC. J TY= CE TE1R TE NO&ENGINEERING COUP ANf ST P M BEACK FIL 33 Io.xu.s.a..»a.vE+oeA Oxa0tT4 n.— 1167 PAW 6FACL 37417 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 %�O A G uT' °f'• �ma� 19° '-ISI �^•1800-M-6371 a ularooaw�n 1dNgNull�ama DRAWING No �i •' 4 WALTER A TII.UT Jr. FLORIDA U./4416'7 xNW a< SHEET 7 OF 13 ' lNBuiuMH\\�\\ A70RNG BLOCWALL RWWW" e'er• ' a SPAN TIIDC P131 Sn1EW1E (� "� (z)RUe6 W 1/4.0 TN•cas X X ANCHORS GYP.)(sex St1ELLLE) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (a)Ile.3/4•TEC:�_ -- - --'------ ALLOWABLE TUBE REWD ANGLE NUMBER OF ANCHORS --- o o- AT a oa I SCHOOLVE 0 0 0 0 0 o MAXIMUM SPAN LENGTH Ek END PER END OF TUBE srAn tu9E PFA S73anuE --._ ----------- - TUBE eoa>-re Aum PRODUCT . 0 o O o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/;0 x 3/4•TEX SCRW I;Tnt TUBE TUBE TUBE o s oc 314•a 3•.3• 4'�3".r 60" 106.0' 13 8 1211/41 LENGTH G•=1/4:!ENGIN SEE�� ��y 2"x4'xt/8- 96' .85.0" 17 10 i LEI ANctE 144" 69.0" 13 B (m.) 3Nn�' a�Ax a t* p t {1 80" 117.0" 17 10 (sem OALU)LCHEMEpt ,5� � •) 2'x4'k1/4' 96" 110.0' 21 12 r •�TUBE 144" 91.0' 21 12 80" 109.0' 17 10 SPAN TUBE MOUNHN�INSTALLATION TYPICAL ELEVATION [TUBE AT Mes:vvE lEs 2"x5"x1/8" 96" 100.0" 21 12 SECTION X 144" 81.0" 17 10 5•ur+N4T5 SPAN TUBE 4 1/2'YN 80' 124.0" 21 12 W.crm.) ' I � 1'E1R0"NnI1 +h'T^. 2"x6 z1/8" 98" 114.4 21 12 a Q 144" 93,0" 21 12 e pr 314•a.Sk]'ar n r.4 a 313 7�C VALID ALSO FOR N1DHdCHi TUBE INSTALLATION ONLY WHEN THE SUM MON OF THE N�`�{ � pr y .20/41 Lac1iN Sf1llITFRS HEIGFIT ABOVE do BELOW GOES TABLE iCEEO THE MAX PRODUCT SPAN " ® (S ADN.NNYE SHaWN ON (SEE 561EW1x) Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) I' 1/4Y,Sµ•tot somT o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS Y 6.n SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE - ------ ------- 4 ar 310'w • swN Tua•NNR salmulx - ------- -- ------ 3•n11/a'=IElGTFI ' 1XI e0e3-7e AIMIL AWE 60' 76.0" 13 12 (SEE SCHEME) (6)t/4•:3/4'TEKS {•YN swn+c svw meE PER sa+mlrtE ..... ._ -2�x4'x1/8" 96" 6D.0" 17 15 6000.1NAL AT a•C.C.IONQnANW.T. NIOIMS(iYPJ (�suouu0 ..._....__..._ ._ 144" 48.0" 13 12 °aumm OONCRETE (a)I QF 1py TAPooxs TYPICAL ELEVATION [TUBE AT BOTTOM) 80" 87.0" 21 18 BLOCK FALL RIDUO® ANCHORS DMP.)M SCHEME) SYIL w s SPAN TUBE MOUNTING INSTALLATION 2'x4'x1/4' 96' 79,0' 21 18 SECTION Y sWNTUBE L 144" 65.0" 21 18 (L) 4•tls`+ 4•.3/4"TENS sGue Nss71n 313•�3W 1/4" {1 ,E' 80" 77.0" 17 15 AT 2 O.C.LONO11IDOW1Y. IDICm m m ALM ARGUE "NO VD 112 TM. ")ROM 021 SOea1ItE7 L e 2"x5"x1/8" 96" 70.0' 27 18 Qw•)IsEE 5043 JE1 ig p r 144" 57.0' 17 15 Q80' 88.0" ?1 118 pr 11 $J" 2"x6'.1/8' 96" 81.0 21 18 Z Z aye 144" 66.0' 21 18 ki o a O O INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4-0 TEX- -------------- OR GROUTED CONCRETE BLOCK WALL acDO'uAr. o s•oa D O O ---O O O SCALE*N.T.S. • (SFE S= ----------- SPN1 TUBE PER 50a0U1E TNI NSE Pex'+TANEOtAE 6067-Ta ALLOY O O O O O O MAX.A.S.D.DESIGN PRESSURE RATING m t72.0 PSF •{•a 3.O'er 31' 1/4• 3 WOOmm{•msT-m 1� � � FLORIDA BUILDING CODE(High de Non High Velocity Hurr(cane Zone) a ANGLE ?� EN •• 02015 TILTECO NC. 71TAN 11 FOLDING IMPACT PROTECTIVE SYSTEM BRAWN Inc "� �S� \C S• A.a L r /M. "r p: _ IL E C O INS. �3/1e/15 FOLDING SHUTTER CORP. DATE POISa0 CONCRETE _ _ 7069 BOCK 1YA11 PECIIQitL S•N'w 313'Q Sn"=1/4• TILUT TESTIN00 CONCRETEG k ENGINEERING COMPANY WEy7 PAW ASRW PLACE FL 3741) us+cm OCe3-m A1L11.ANGLE NA7V KIN.>>�sN,.a.M N+Q4'ACW IEV n.am6 15-014 Cel 1 i•=3/4'aNu TOs TYPICAL ELEVATION [TUBE AT YIOHEIGHT] 2' � tV 1m., +-Imo.im. 1-1x71 Pit tear-643-a17t AT alae lOeSnU011MLLr. (���4 SFMe 1 . -matt ult...0-1mm N. fdcft.;;Au- CRAWING N. a+AW TUBE MOUNTING INST�iT10N ' OR�or.•��4'`� WALTERA71Jr.P.E.SECTION Z t SEE UYRAT MS FOR ON SHEET 2 F(GPoM uc /44107 vwna o P�.n. as SNEET a cr 13 u 1/4••,1 3/4* MR ED. 6--1 (9E 4EETEXISTING GLASS ANCHORS O 18• 13) - EIGSTNIa STRUCTURE Exisnw (SEE SHEET 13) DOSRNG STRUCTURE / STRUCTURE 3/8'0 THREADED N TAPCIxIS/CREPE!;. 3/16•PGP"VETS OR a CT?TET✓PECE Fgb 1 ia'0:c3/4 TORS o ('TP) ANCHORS o TB•oa I /16•Pw\ 3 1 or t or ®'1 or OR 1/ia7/4• or l TE,s°le•as WALL FACE t 1. 1 sG.a SND CONDITION 90 a s0.a 3/,� POP RMS OR \\3 / 18 4 SH_QWN ie4 ac/4-tos o r/ OR ) OR 5 I E ERIOR t�NBre 1) (2)® c2)AN 30 or-° _ O 30.O.C.O YDSP EOR U i0 99• / �ANµ6:(3)U O 30• as O MIXEllT'T,2 VP HORIZONTAL SECTION 20 I IOMUP 18 Y BE WSTALLED R(TERIDR CR�A 18 / (LEVERS INIOfiWi NORa«RrrL SECTION SCRON INTERIDR OR OGOROF0 (tLWS TOR1060TR) OR DOQfiGR) I /I6'PCP TRNEi6 2'RQ5T1/8•GONE. oa 1/4•u/4• 71C MAY VARY AT 6& SLAT AT TRAPPED OWEMLATI N5 4 OR 5 60�'-T�"1101'""'�-� 4 OR 5 TIXS o te•oc. I . 1 TAPCON/GRflE-flEx SHO T, _,RD( SHO ANTz1oR3 o te•as ro \ 3 t SFE LiRfALW)6 P7R©ON SHEET 2 MORONS StRRCURE IORs o le'UCT to / EwsnNc STRUCTURE EXISTING STRUCTURE 1/z• 21211/8•Ctx(t. BUILD—OUT e063-n ALIW ANGE YIN. EO, E0. END CONDITION 3/16 POP ROVEIS OR t/4't 3/4•TF%S OR DOSING SIRUCRIRE iiUB o3i22 D.C.BOUS"' ND LOCK ANGLE END LOCK ANGLE ,E HCRIZUNTAL SECtM NOWONTAL SEC" NOTE-1 2•x 2'It 1/8.6063-T61/4'6 3/P 110KCONE.ALUMINUM BTM ANGLE SCREWS A ACFBD TO ONE ONE LOCKING TUBE, PART� SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CE?RORPIECE O 6.O.C. INTERIOR CENTERPIECE®ORIS), IN INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2)®030 o.ao �1' wOSPox FnR u ro 9e• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TiP SHALL BE SQUARE, sPu+tr l3) s o m 0.357'x0.357'AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED aT a YGSP EOR uP ro u4•spun(T,)Ne INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SEW MAY TE M7ALUD A 0.200' LONG BEVEL.TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 1FIE7 0R OR OGvaoR) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 ALUMINUM LOCKING TUBA 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE q00 1 SHO WN (i)PIECE, 1.375' LONG,E A 0.366'xO.368'xO.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" (Li3rn3 INtonGR RoN DEEP BY 0.188'WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. soo• N, ) SOLID THERMOPLASTIC TIP INSTALLED AT >pB SHALL SE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER 18 (MAX-) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 40R5 ALTERNATE LOCKING=SLAT-CORNER-LOCKING DETAIL HORIZMAL SECTION FLORIDA BUILDING C elocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, _ 02015 TIL7EC0INC. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM , ` No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) IL ECO,,-. FOLDING SHUTTER CORP. 03/DAN 10/ �' SllA7T TESfINO Q QRGINEERWO COMPANY 7080 HUISTRUET PLNM �iA a>v N".3M s.a 306,VFaU C9aoOa.R 311Y WEST PLAY BEACH.FL 33413 15-014 `!_� wm.:fm)mt-1sw.ru:(amFRt-1ssI Rt 1800-643-6371 ',,�v ,,•\`V\�1•\• -SFE nO T.mm , Jdd.ehRlaeran GRAINING No WALTER A TTllT J,P.E. w O °� Rv.A• °�°9 g1 ATE FLORIDA Lia 1 44167 MEET 9 OF 13 2'a Yr t/e' MOUNT 7'ER SECTION 4.SREEf 6 A A (2)3/16•PDP RNE7S 2•Ir 2'N 1/6' �OHE(ED OF;r K Y ANGLE LEO YAY FACE _ AWNBNN ANGLE AWAY FROM OPETeN6 (AS SNOAt1)OR TOWARDS OPENN0.Na ANCHORS RETAI6ZED TO HCV 4E STRUCTURE 13 19 BUILD-OUT MOUNT PER SECTION 4.SHEET 6 (2)3/16•POP RNEIr, EACH LEG OF 2,a' AN= ALtERNATE WALL EXTERIOR ELEVATION �p SILL AND BOTHSIMILAR ATH SIDES PLAN VIEW A—A MOUNT OF PROQUCTM.L. ® ® ®1 OPTIONAL SIDE ANGLE (2)/1/4'/N 3/4' TENS OR 3/16•POP I ' \1 1 1/z•a 1 1 2'r 't o•_2• (FDR t}xflQl 4.SHEET 6) RNEIS PER ANTE TO MN.AWte ANOILS mP k PUKE Dar1DM OR TO WALL(2 REQUIRED) . q4RD(4'.TAPCON/ - " G ANGLEV= TAPCOILS/LREfE-FLE% END OR L INDY DE FLAT N1CNOfS O 16'0.G .17rlY, 00 3/16'POP RIVETS OR IX6tING"IRL1CRRiE ' • 1/4'.3/4'TQ.S 3 �b. O 12'D.C. 13 1/2 "°" W ARNER-POST •'�4 ",•.•' Sly OF CONCRETE ("ISOMETRIC (ITP.AT TOP AND BOTTOM S1ABS) 9 END PIECES BE FLAT END OR L END TRAPPED END CORNER POST CONDITION Wf FLAT END HORIIaN1AL✓FC11DN_ �\ FLORIDA BUILDING CODE(High &Nan High Velocity Hurricane Zone) CNPNSTALLATION L- INTO; CONCRET ®2°'Sm,E� TITAN II FOLDING 14PAC7 PROTECTIVE SYSTEM DRAWN ErA.No.44167RE3E-BLOCK 8c�W00D (AS APPLICABLE);? = _ !L Eco�M�. Foto��c sNurrER CORP. DA,E 7RDT TESTIHD a EN1301-1 G COMPANY 7089 HIDA511 eET PLACE eas M.r.x6,sE.sl.Jm,vr+ao.ev>oBQ rt svm WEST PALM BEACH.R.J1413 15-014 z / '• Hvr <amNr,-,:Sw.Fa.(amArn-,3T1 PH: -m, 1806-61371 I.tin..aam.— ....Twanph tt— DRAWING Nn s-` �—_. 'JI •• YY ff11�/�"' \ EH W -000671 WALTER Jr. P.E.77P.FLORIDA Lk./44167 Nw SNEET 9A OF iJ �// \\ ,f WALL FINISH OPTIONAL RAN HOOD . (NON-STRUCTURAL) . +,n WALL FINISH /10,,3'ss.s.Ms.W/1/2v x3/4• Y 0 0060'THICK S.S. IANC NYLON B115HNCS(Typ.TOP) CONNEcnopi c2 �kKLER HOUSING AND 1'LONG(typ.BOTTOM).EXCEPT AT ROVER HOUSING(IMP.) a� 0.060'THICK Ss.ROr i rn HOUSING ----- I� �'.�°', OPTIONAL RAIN HOOD NYLON P = (NON-STRUCTUiAQ 6 2'x4'CONT.Waco y+ 'HEADER REO'0. ' #10.K 3'Ss.S.M.S.W/ 7/16'A0 Hi POP 0.373'LONG NYLON Cour. RNEIS,0/B'D.C. BUSHING W/A 0.150' 0.163'x0.270' ( �1 OOt�6T10N C1 LONG TOP SECTION 0.590' a=. 'H DO,AND 0.245.11 ANDTAD 0i 0.223'LONG 00TTOY "� •o SECTION 0.320'OJ).AND � EA t .•1.. 0.245'LE. SIDE(TMP.) ® •1:N 3/16-ALUM.POP YIN.SEPARAIKN 2'x4'COM.WOOD L MN.SEPARATION T3 TO GLASS I TO GIASS H 1 FJIDE2 REQ D. (SEE SCHmUE Of (SEE SCHEDULE 1 ON SHEET 13) ®t ON SHEET 13) t ®t 2'x4'CONT.HOOD 1 PLATE RQTI. 'I ' 1 ' WALL FACE MOUNTING INSTALLATION ` SECTION 2W (TOP) IIOA/iIC110N C1 WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zana) 1 SEE UMRAlIONS FOR ON SHEET 2P•: \GENs�c'•., .. • ®2°15 TOSECO INC. II FOLDING IMPACT PROTECTIVE SYSTEM OPAWN A NOTES, rl , FOR CO RINAMON OF SECTIONS: 07/10/5 1— FOR WOOD FRAME CONSTRUCTION.WOOD MEMBERS TO - /IMc. FOLDING SHUTTER CORP. wTE SE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUALNTING SECTIONS CAN BE COMBINED _ _ 7060 FEMMEET TIKE WAY TO SUR ANY INSTALLATION. C3 ((= 71Wi TESTING 6t ENGIHEERiNO COYPAM WEST PAW BEACH.FL 33413 'O•'. �xn�. )R ra�v'.v moue n mNtm Rt IBOG-613-6371 I5-014 �0••. F( �I�P•'`C� Ee-Ou0871s OPAWNG Na / • ` WALTER A RIlIF Jr.PP R ooc �a °•Y MGM&Uc./44167 11~ wcn SMELT EO OF f3 rV \\ 1/470 x J/4'TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHER 0 6'O.C. ., 4'xB'(Nin.)EXISTING WOOD BEAM REQUIRED STRUCTURAL ADEQUACY ,F OF EXISTING WOOD BEAM TO BE " CERTIFIED BY REGISTERED iv. ENGINEER OR ARCHITECT PRIOR {l WALL FINISH Ow C"S.S. t SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. HOUSINGROLLER 2'z4'CONT. C4 D HEADEROPIIONE RAIN HOOD NOTE FOR GOMBINeT10N OF CEGTIONS; REWD. @. @• (NON-STRUCTURAL) Vr W/1/2.0.3/4' 1- MOUNTING SECTIONS CAN BE COMBINED ao111ET:1Ior1 Co •'' H LONG NYLON.Buse e�Gs(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. .er AND 1-LONG(Typ.BOTTOM).EXCEPT AT ROLLER HOUSING(TIP.) 01'fiONAL RAIN HOOD ^IJ - ......yyrTrr 1 (NON-STRUCTURAL) 5 '•i^�;psm' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS,TO {,(22 Hrtox a BE HAVE A MIN"SPECIFIC DENSITY OF 0.46 OR EQUAL 1 1 I .635'0NO TTL_li -"r_1 8 3/18'ALUM. +f0 x 3'SS.S.M.S.W 0373'LONG NYLON J L__r-' J _ POP RIVETS. f O 16.O.C. BUSHING W/A 0.150 LONG TOP SECTION ALTERNATE LOCATION CONE, 0"O.D.AND 0.245'IA.MID°.223'LONG O i6�'• (SEE NOTE') 0.15r.0.276%0.030' BOTTOM SECTION 0.320'O.D.TWD 0.245'Ld. ULTtAFAB WFATNBt _ (TVP") MN.SEPARATION I TO GLASS STRIPPING EA.510E (SEE SCH@UlE OYP•) i 1 or®t ON SHEET 13) o / or®t MN.SEPARATION MN.SEPARATION TO GUbS ro cuss + (SEE sc1EDULE 1 or (�SCHEDULE ON SHEET 13) ut zI•I ON SLEET 13) T or ® t v .._.._'_ ®t i t I 0i ALTERNATE 3/IS'NNA ALTERNATE LEG T Or® t POP RIVETS O 5'U.C. LOCATION OPTIONAL RAIN GUARD (NON-STRUCTURAL) T--�1f-fir, __ SEE NOTE') I ALTERNA��N AT REM. i I' LL UJ II l4 (SEE NOTE•) I I�______�1 11 ALTERNATE 3/16"ALUM I i i POP RIVETS O 5'O.U. 1 I i 1 I 1 1 I 11 8 AT REAR. � 2'x4'CONT"1 WOOD PLATE 3/111'ALUM.POP RIVETS d r I 9 1 -- O O'O.C.BOTH SIDES = 7/16'NUM.POP RIVETS 10.O.C.BOTH SIDES tq 2'z6'MW.WOOD EO @. DECK REQUIRED $ 2'x4'CONT: I - (NO FINISH ALLOWED) n 1/4'0 z 3/4'1776 SCREW 1/4'0 x 3/4'7E16 SCREW WOOD PLATE I - OR 1/4'x 3/4•BOLTS W/NITS W/5/6'NASTIER OR REO•D" §5/B'WASHER O 6'O,C. -CONNECTION!C6 4 I 1/4'x 3/4•DOLTS W/NUTS& 11 I C{ 1 { 5/11'WASHER O 4'O.C. MIN.E0. 11 1 Gy 1 I 1VALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION SECTION 4AW (BOTTOM) SECTION 7W SECTION 4W FLORIDA BUILDING CODE(High & Non High Vdoeity Hurtieane Zone) NOTE :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED ••'``C ENS'•. d� 02015 nuEm M TfFAN II FOLDING IMPACT PROTECTIVE SYSTEM 3"W n INSTALLATIONS DETAILS INTO WOOD 7 IL ECO���. FOLDING SHUTTER CORP. °'a°E15 SCALE N-T.S. �••• �-I d1�/ •Q*= aTwINwT r,T�ESeTaNC.s.�ENGINEERINGmCOMPANY ST HEMSTREEr XWvv Fw.FL 13 15-014 'Y� rw.:e�m_mo}-Esw.�.pml�+-ra11 PN:1e410-e43-637t i�i<`'•.FC P ` EH-a0067010Bolsrom wcFtl�eNdfmsmn DRAWING No WALTER A TIILf�Jr-PX r/rA''�'p•5 \\ FLORIDA LTa 111 44167 M4•u SNEET E I OF 13 111111111 HINT SEPARATION OI §� NIH.SEPARATION or ®t w �(ON SHEET SCHEDULESEE LE 3) 1 q ro cross �Tx (SEE SHEET U3LE ) or ON SHEEP 13) OPTIONV.RAIN GUARD yy (NON-STRUCTURAL) 0 x 1'TEK I ALTERNATE 3/16•ALUM s SCREW OR 1/40-20'x1' POP fdVE75 O 5'O.C. S.S.MS WRH NUT t< 7 AT RENT 9. WASHER 0 4'O.C. I n .n 3/16'ALUM.POP RNM 10'O.C.BOTH 906 EDGE OF SUB R IF APPLICABLE _ EDGE OF SLAB ALTERNATE LEO&I '� ''! CON WTION C7 -� -� IF APPLI(:ABIE ANpiOR LOGnCN (SEE NOTE') 0 2.W DECK TURN.ROOD DECK REOUIRm - (NO KNISH ALLOWED) CONNECTION cB EDGE OF -Y MIN.E.D. . SUB IF EDGE OF 2'NW.ED. APPLICABLE SLAB IF. NwPurABtF t SEE UM,TA'ngNS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION D _ VA SECTION TBW (BOTTOM) f WN ED V MIN,EA. NOTIF FOR COMBINATION OF SECTIONS 2".6'NTN.W00D 1- MOUNTING SECTIONS CAN BE COMBINED DECK ALLOW ED IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION (NO FlN191 ALLOWED) GLASS FLOOR MOUNTING INSTALLATION NOTES: PPLATE REWD xeDD (SEE S SECTION TAW EET 13) (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL - :,,.;.;::-;?;:' T WALL.FINISH or®t (3)5/16'r LAI 2' 2- SEE SECTIONS BW k 14W FOR MAX.AS.D.DESIGN SCREWS W/2 1/2'NN. MIN.E0. PRESSURE RATING SPANS "o' t'x 4'x 1/8' o PENETRATION AT �'WTH <y 6063-T6 CONr. (2)OP RN7ER/tRUSSFS o ALUMINUM TUBE 0 1/4 x4-(6063-76)FLAT EXISTING 2x WOOD PLATE W/1 4'0 x1'TEK TRUSSES OR RAFTER STUD NTN.WOOD $ / AT 24'O.C.MAX STUDS®le'O,0. SCREWS O U O.C.IN BETWEEN OR 1/8'x4'(6DOL3-TO)D6.1-TB)FIA7 PLATE W/1/4'0 x1'7EK `•:r' SCREWS O 4'O.C.IX (2)1/40 TAPLON OR 1/4'/CRETE-F1Ex s BETWEEN TRUSSES ANCHORS DR#14 NOS WOW SCREWS OR 1/4.0 EDGE(IF APPLICABLE) NDS LAG SCREWS AT NIOWIDTH OF EA STUD 2 1/2'MIn.T14REACO PENEI ATION WTO WOOD STUD 1/4'0 x 3/4'TEK (2)NYIw %-1/4-NAx PLYWOOD ExISTRRO SOFFIT '0. SCREW OR 1/4'-20 x 3/4- R. /10x3'B.S.SLS W/1/20 x3/4'LONG S.S BOLTS I NlJiS h O.BSS'0(11'P.) NtLON-BlJSilIHGS(TW>•TOP)AND-7-LONG WASHER O 6'O.C. 8 Cr} �IBOTTOIQ,EXCEPT AT ROLLER HOUSING .• SCREW o 6.Mr- #100.373' C. ;10.373"St.BVIN/ SYY MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING SECTION .5 I I NT. I INSTALLATIONS DETAILS SECTION 1*W OTrO ) LONG TOP SECTION 0.500' 0.163'x0.270' . O.D.TWD 0.245'L0."MO xD,D3G• MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223-LONG BOTTOM NOL SEPARATION INTO WOOD 1411HIIIIN11/ SECTION o.20'Oo.D.AND TO GLASS �NFAYFIER T Y§ \``q11 11 Tgjrr FLORIDA OUILDING CODE (High & Non High Velocity Hurricane Zone) (SEESCHEDULE SIR PPRNG EA or ®t o SCALE : N.T.S_ (TYP,) ON SHEET 13) SIDE(TYR) I �� �, 00101s nLTECO IND. DRAWN BY: �Q;•' ENSF•'•.'P TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.GnT.t. �LC FOLDING SHUTTER CORP. CO/10115 E C�IMc. DATE HEADER TO TRUSS MOUNTING INSTALLATION _TYc3 / :'k= TILUT TESTING h ENGINEERING COMPANY W�iWHEASn;IEEr PLACE W EL 17413 /� ux ML.Iftli.sl,a.M W. rAlmos,2.v 15-014 SECTION 8W (TOP) _ °� TAT OF """=V ol` ''"" Pit wdmmn DRAWNO N. 0006719 ;'S • F P •- WALTER A rJr.P.E. MAX. &S.D. DESIGN PRESSURE RATING +60.0, -60.0 F y T` a 1tORIa Lx.0 44167 a.R•m mn.r. SHEET 12 OF 13 MKIM MAXIMUM WIND PRESSURE (ps.f j CONNECTION CAPACITY SCHEDULE GONNEC710N CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Ff) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR EEE& CONCRETE BLOCK FOR SHORTER E.D. (2' FOORR AA,, 2 1/2" FOR 8 & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE MHO MAnIAN SLAU SPA4S A WX AUDWME CONCRETE CONCRETE BLOCK STEEL WOOD r PavlAc NEGATIVECON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK E*/-1 � TYPE PRE= • SPACING TYPE TYPE CONNECTION ANCHOR v+/ (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0' 144" 180 Ib ft A B C A C E A C F A B C A C 60.0' 60" 88 Ib/ft 9 425 LB/FT - 388 LB/FT 157 LB/FT, 134 LB/Ff 256 LB/FT 397 LB/FT _ 35 psf 100.0' 100' 146 Ib ft C1 _ 9 417 LB FT - 388 LB FT - 134 LB FT 6 473 LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 383 L13/FT 432 LB/FT C1 6 461 LB/Fi - 418 LB/Fr 202 LB FT 144" 144' 210 lb/ft 72 387 LB/Fr - 334 LB FT 166-LB/FF- 142 LB FT 271 LB FT 3.47 LB FT _ 60.0' 60" 100 Ib ft C2 456 LB FT - - 362 LB FT 250 LB FT 190 LB PT 318 LB FT 380 LB Ff 12 375 LB/FT - 334 LB/Ff 142 LB/FT 40 psf 100.0' 100" 167 Ib ft C2 9 417 LB/FT - 362 LB/Fr 190 LB/FT 744' 144". 240 Ib ft -6 525 LB/FT - 419 LB/FT 312 LB/Fr 285 LB/Ff 353 LB/Fr 443 LB/FT 6 502 LB/Fi - 419 LB/FT - 285 LB/Fi 60.0' 60.0" 115 Ib ft 9 390 LB/FT - 309 LB/FT 157 LB/Fr 134 113/F7 257 LB/Ff 329 LB/FT - _ 80.0' 80.0' 154 Ib it C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 TL FT 298 LB/Ff 405 LB/FT 9 372 LB/Ff - 309 LB/FT - 134 L9/FT 46 psf 97.0' 97.0' 187 lb/ft 3 .813 LB/Ff - 572 LB/FT 326 LB/Fr 304 LES/Ff 418 LB/FT 631 LB/Fi C3 6 469 LB/FT 375 LB/FT - 202 LB/Fr 115.0" 115.0' 221 Ib ft 9 466 LB/FT - 370 LB/Ff 157 LB/FT 134 LB/F? 256 LB/FT 393 LB/FT 3 760 LB/Ff = 572 LB/Ff 304 LB/Ff 144' 144" 276 Ib ft C4 6 592 LB/Ff - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/Ff - 370 LB/FT - 134 LB/FT 60.0' 60.0" 125 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/Ff 500 LB/FT 753 LB/ C4 6 561 LB/FT 448 LB/FP 202 LB/FT 80.0" 89,0.' 187 14/f L 3 912 LB/Ff - 682 LB/FT - 364 LB/FT 50 psf 100.0' 100.0' .248 Ib ft - 9 281 LB/FT - 224 LB/Fr 81 LB/Ff 83 LB/FT 143 LB/Fr 703 IB/FT 9 226-LB/Fr - 224 LB/FT - 83 LB/FT 120.0" 120.0' 250 Ib/ft CS_ & 421 LB/Fi -o�t ____ 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/Ff GS 6 339 LB/Ff - 334 LB/FT - 125 LB/FT 144" 140" 300 Ib/ft 3'. 843 LB/FT - 670 LB/FT 3 LB/FT 250 LB/FT 432 LB/Ff 311 LB/Ff 3 661 LB/Ff - 670 LB/FT - 250 LB/Ff 60.0' 60.0' 138 Ib ft _ - 273 LB/Ff 325 LB/fT - - 138-LB/Fr 102 LB/FT-- 9 221 LB/FT 251 LB/FT 215 LB/FT - 81.0" 81.0' 187 Ib ft ( C_6 410 LB/FT 487 LB/FT - - 207-LB/FT 153 LB/Fr CES 6 332 LB/Ff 378 LB/FT 323 LB/FT - - 55 psf 100.0' 100.0' 229'Ib ft 3, 822 LB/FT 975 LB/ , '648 LB/FT - - 414 LB/FT 307 LB/Fi - 1137' 1134" 275 Ib ft 4 269 LB/FT 301 LB/FT - - 114 LB/FT 153 LB/Ff 3 663 LB/FT 756 LB/FT 646 LB/FT 137' 734' 330 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/Fr 204,LB/ C7 4 232 LB/FT 236 LB/Ff 183 LB/FT - - 60.0' 60.0' 150 Ib ft _ _ 3 310 LB/Fr 315 LB/FT 244 LB/FT - - 80.0" 80.0" 200 Ib ft 2 - - 305 LB/Fi 12 388 LB/FT. 460 LB/Ff 409 LB/Fr - - 60 psf 100.0' 100.0' 250 Ib/ft 12 1491 LB/FT 596 LB/Ff 409 LB/FT - - 265 LB/Ff 168 LB/Ff C88 582 LB/FP .691 LB/Ff 614 LB/FT - - 115.0" 115.0' 268 Ib ft CS 8 736 LB/FT 894 LB/FF 614 LB/FT - - 397 LB/FT 282 LB/Ff 6 777 L9/Ff 921 LB/Fi 819 LB/Ff - - 131' 128' 346 Ib ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/Ff 336 LB/FT 59.0" 1 59.0' 160 Ib ft 65 psf 92.0" 92.0" 249 Ib ft . 100.0" 100.0" 271 Ib ft MIN SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 Ib ft 60.0" 60.0" 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0" 100.0" 292 Ib ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118' 374 Ib ft SPAN HURRICANE ZONE HURRICANE ZONE 59.0' 59.0' 187 Ib ft ZONE 1.23 ZON£ 4 A 1/4"d TAPCON W/ ADVANCED 3.50' 2.50' O N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 10.0- 313 Ib/ft THREADFORM TECHNOLOGY 10.0 00.0 387 Ib/ft 5'-10" 2 1/2' 1' 2 5/8" 114' AS LESS B 1/4' S x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00' 3.00" N/A N/A' 80 psf 113' 111" 400 Ib k 90 sf- __107"__-.--10 " >5'-10" :100 psf. 101"_ _99'_ 447 Ib ftA TO 8'-3" 2 5/8"{• 1" 2 3/41•} C 1/4" 0 CRETE-FLEX 3.00* 3.00' O N/A 3.00' 3.00" N/A N/A 120 psf 87' 82' 484 Ib ft E 1/4" 0 ffW-BUILDIX N/A N/A N/A 1.00' N/A N/A 130 psf 80" 76" 483 Ib ft >8'-3" 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74' 70" 484 Ib ft TO 12'-0" #14 NDS WOOD SCREWS OR 150 psf 69' II/A 1 4" NDS LAG SCREWS 66" 483 Ib ft F N/A N/A O N/A N/A N/A 160 psf 65' 62" 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. tg11t11L111TFL Hi A 119D'S: + EXCEPT THAT 3 5/8" SHALL BE USED �A•T't� /YAAi FLORIDA BUILDING CODE(High k Non gh Velocity Hurticane Zone) ®2015 TLTELO ENC. O"'m Bn �� Q' TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM L+:MAXIMUM ALLOWABLE.PRODUCT SPAN FORA FOR MOUNTINGS AS PER SECTIONS 3, ��;'•�\G EN S4C•'• AG•/�.1.' GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. .4, 4A & 7A. ` L-:MAX ALLOWABLE PRODUCT SPAN FOR A = 1 n u/� 111�7� 03/10/15 GIVEN NEGATIVE A.S.D.DESIGN PRESSURE FOLDING SHUTTER CORP. DATE RATING. L EGO ,N�. *:� � / TIWi TESTING Q ENGINEERING COMPANY WE�PAWBEAM RHMUSTREET�EJ341S FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS L,�•, S TE sxX NK YIA R.Sf.IDl,wrAr4 c M1 1!X88 Pit 15-014 EQUAL TO THE MINIALI 1 DETERMINED PRODUCE �'Q•, 'tV�� �•�,w0:14�co�0aoiwm I�IyI -Jd T ORAMpo H. SPAN BETWEEN'L+'AND'L-'. �'•. ��RIOP ..� EB-rocGne „n y' WALTER A.TILLIT Jr.P FLORIDA Uc/44167 ® onw. 9FST 13 OF 13 L