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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... / t AM ' �ILMYiYis� l�liiWii(ifiiilli'd '�r'{FI BCIS Home ; Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search I bd �,�('Product Approval pr *—��, USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R2 Application Type Re Code Version 2017 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 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 Troy Bishop, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17-0725.0 0 PDF Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 1 of 2 12/5/2017, 11:46 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 08/18/2017 Date Pending FBC Approval 08/23/2017 Date Approved 10/10/2017 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 #17-082) Limits of Use ation Instructions Approved for use in HVHZ:Yes FL17080 R2 II FOLDING SHUTTER CORP. DRWG Approved for use outside HVHZ:Yes 17-082.PDF Impact Resistant:Yes • Walter A.Tillit Jr., P.E.PE- Design Pressure: +160/-160 Created by Indepen en Ir arty: 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 R2 AE FOLDING SHUTTER CORP. TITAN 11 sheet 13 for additional spans and loads. FOLDING PROT SYSTEM Product Evaluation Report 17-0725.01 DRWG 17 O.PDF Created by Independent Third Party:Yes Fact _ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mal address released in response to a public-records request,do not send electronic mad 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 dcensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emals provided may be used for official communication with the licensee.However email addresses are public record.ff you do not wish to supply a personal address,please provide the Department with an emad 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: MaMi W1 ® eClac'k Credit Card Safe 2 of 2 12/5/2017, 11:46 AM Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Buildij% Information Owner: BAILEY,JOHN Wind Zone: 160 MPH. Address: 14323 Cancun Ave Exposure Category: C Fort Pierce,FL 34951 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II �— Design Pressure Calculations Opening Location Device Device Device JF—Max Positive Max Negative Number Zone 11 Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) L-3 Int 26.25 38.5 7 33.5 -36.3 Int 37 63.25 732.4 -35.3Int 37 63.25 7- ---------------Int 26.25 38.5 7 33.5 -36.3 ---------Int 74.25 63 7 30.9 -33.8 - ------------- ..-- ------- .--------- --. . . -------------------------- -- - - ----------- - -- - -- -- -----Int 53.24 54.5 7 32.0 -34.8 —._.—._._...._.. -- .___...__.........--_...._...----..—.._._.......Int 53 54.25 7 32.0 -34.8 ......._..----..._...._.._.._..........._...._...._._....._._...__..._.._._—_...._.........---....._....._..--- —._—_..._..._..--- _-.._._.......�.__._... ..__.._.... _.........._...._.._.......—__.._......_..........._._.._.._._.._..—._._..._.......I.-_......._ Int 26.25 38.625 7 33.5 -36.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of I Customer: BAILEY WorkOrder Number: 01292018011N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -36.3 26.25 38.5 40.25 43.5 40.25 9"o.c. 9"o.c. 2 -36.3 37 63.25 51.75 68.25 65 9"o.C. 9"o.c. 3 -36.3 37 63.25 51.75 68.25 65 9"o.c. 9"o.c. 4 -36.3 26.25 38.5 40.25 43.5 40.25 9"o.c. 77"o-71 5 -36.3 74 63 89.5 1 68 64.75 9"o.c. 9"o.c. 6 -36.3 53.25 54.5 68.75 59.5 56.25 9"o.c. 9"o.c. 7 -36.3 53 54.25 68.5 59.25 56 9"o.c. 9"o.c. 8 -36.3 26.25 38.5 40.25 43.5 40.25 9"o.c. 9"o.c. GENERAL NOTES: 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ)AND OUT OF THEM(NHVHZ). _ 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0CRETE-FLEX.AS MANUFACTURED BY ITW/BUILDER, INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVHZ)OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR NOTES: Kd-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NDS WOOD SCREWS OR REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR C1 THRU C4 AND C6 THRU C8 DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. 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 REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS &ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED,A 33 T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS h=USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/4.0 NDS OF FASTENERS IN WOOD. LAG 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 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.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 C.1 ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 & 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE, FY-33 KSI (MIND MATERIAL 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O& ®SHALL BE/ 10 x 3', 410-HT MINIMUM SERIES W/ 173.6 ksi YIELD -1/4'0 ITW BUILDEX TEK SCREWS, W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING, AS NOTE& MANUFACTURED BY WHIIFORD Co, BOX 507. WEST CHESTER PA 19381- 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH 0.1) MINIMUM EDGE DISTANCE OF ITW BUILDER TEK SCREW 1'. FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy=25.9 ksi. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 5 �T��QQ��BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. W'I+I+D FRAME BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: ip.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY NIMBLE LOCATION AT PRODUCT W ACCORDANCE - 1/4' 0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDS.INC.TO MIN. f•c-3192 psi. WITH SECTION 1709.9.3 OF THE FLORIDA BUILDING ODE. 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. Fc-3000 psi. LASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f•c-3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY NOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.1) 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(E.D.) SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A7 &A2 ABOVE. BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC. (E) THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. - 1/4'0 CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES' THIS�� THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4••0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. 11 �Z`R A• T/(j PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. 111�P.•' E/ ;Y Al JCENSF FLORIDA & ur 8.2) 3/4' SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE CONCRETE BLOCK UNIT. NO FLORIDA BUILDING CODE (High Non High Velocity Hricane Zone) � EMBEDMEN INTO STUCCO SHALL ABE ND PERMITTED. 1/FOR -20 S.S SCREWS RO STUCCO.SHALL BE 1 1/2' LONG 0 4167 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ow..BY: EXIST WITH * V B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. •• ' I L E C O FOLDING SHUTTER CORP. 07/20/17 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE INC. 047E SHALL BE AS INDICATED ON NOTES 8.1 & 8.2 ABOVE. O'-ti ]069 NEYSIRFLT PLACE `L TILLR TESTING t ENGINEERING COMPANT V�I� 4av N x 1V.ba.www.fllnDas.n v1r WEST PINY 8MN.FL 33411 17-082 +� s ..�• \ is ei.T,_lax Xway>I-IOaI PH:1800-643-6371 ANAL E • moa: lq<�ool.com mltlOnpYxdmacom DRAWING He ' F9-0006]18 NALTEP A TICCIT I•P.E'STAL/"TURE/OATE FLOAM Lic. 4416) m/m/n m MEET 1 OF 17 3000' la6a• � � 1a80• .� r—r-i00•— qT, 1� I ! IT'�as--{ v I .tars• $ I� ,• �i .: son',-1.4N•—+. � '� p1Yti I I � 1 061 •"NJ .a6z-, 91 $ 1 1 .i 14ry 062• ©L LAT Y.73P'—� 606J-T6 ALLOY ® SLAT WINDOW ©L-END © '�4T END �-- 9� ® EXTERIOR CENTERPIECE E USED FOR ALL INS 'ONS- 6063-T6 ALLOY 6063-75 ALLOY 6063-T5 ALLOY DETaL pry E PERFORAT AS P£R (TO BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE 6063-T6 ALLOY 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 606J-T6 ALLOY SEE COMPONENTS 20, 21 &22 ON 'LS SHEET 3.) .- 2aa6•— �xur• �. � $• I.aar—�1 ar r� ao°• i p u6• - i _ I .OR" •� I(WAY.) .100• .BM•� .06]' v '� ' •p` PRS'— SdET•� 217" 2111— V ® WALL HEADER © 2 MAX. B.O. (6) CEILING HEADER ® BOTTOM SILL TRACK ® BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL/HEAD TRACK 6063-7`5 ALLOY 6063-T6 ALLOY 606J-T6 ALLOY 6063-716 ALLOY `sono 8 COMPONENT a D 11 t2 u9' 2" 5•' MAX. 0.725" 0.125" .oas• ow' 'g � i, sal• St � 1� 2' 4"MAX. 0.25" 0.25" _ 0.062' 0.062' o r— �1 ALT. BOTTOM TRACK ADAPBOTTOM RAIN GUARD ©® ® RAIN HOOD ALUMINUM ANGLES 6063—r5 ALLOY 6063-16 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY C,0,,1 I P0NEN TS FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) ,�E-.• .062--11-11 `, 04017 TLTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM GAN By J75 i 11 Y.L FOLDING SHUTTER CORP. °'ATE �58N0-16 ACETAL -2.a?0 — ; IC O rwc. DATE B�T/Y W[1 ® LOCKING TUBES 4: TILLR TESTING Y ENGINEERING COMPAN' ]OBB NE115fPEE'r MACE ZffLLXJl. J AT CENTERPIECE CORNER POST ` ��IGGG w.: pyy5au yr,ypy.wwxu wmOs,a.u'" WEST P,1111 BEACH.fL 13413 17-082 T` ,800-6.3-n. �, - „6a a 0'••., Ll00 719 com ./alan9Mr8.n.c 6RARu+G Ma 5 6063-T6 ALLOY �� ••�ORI�:. FB-OOD6T19 ' WALTER I TILLIT h.P.E. °•n © 1E MDA Lac./4418) mM/,+ .n SHEET 2 Of 13 �T—Tmp (J)Rows OF I 1rYX Y•, I 1 haaSii�f(TVP) 1/4'o HOLES S FA SPACED 0bO 00 (n'PI � Ta Ael1DAaT T 9P z-CLAP aEACH SIDE TABLE 1. SOURCES F OR &trras OWINDOW(SETA1) SLAT'S E I 001 (4y0 1 OPTIONS KNUCK —\ 0SLATIS STNL0 0 KNCKE ]YPIGM PROPERTIES REFERENCE BAY" SB/C HH7VA nF TERIAL/SCJENCc F.4571C08 O 80 , O PHYSIcl LLCLLIKROLON 310J LEAN 103 RESN O8SMwVww SPEcAnc GRAVTY ASTM D792 0043 C/Tri 0.043 IO/in' WEWWG TENSILE YIELD STRENGTH ,ASTM D638 9,400 p,a.i. 9,500 p.a.i. 1.000' SNAP-lN ENO IMPACT FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.s•i. 73ADD p s.i. I22 I I AI !K \ FLEXURAL MODULUS ASTM D790 340.000 p.s.i. ]x5.000 P.I.I. ppi I ; O AAAK. /�OF CUP TCp1 O7TOM NOTCHED IZOD ASTM 0256 18 FT-I6/In 17 FT-IG/in h3 I WR 2n / (SEE/ABLE 2) FlRF RIRNIN •R RSt✓`S A. N - SMOKE DENSITY ASTM D28A3 47.2 A 64.5 1 MAX In H I '1 �`1 I11 \ A RATE OF&1RNOIG•' ASTM D635 C-1 CLASS C-1 CLASS SLATP`WlI WINDOW SELF IGNITION A6iM D1929 1010'F SLIT wafDow !, 0.060.71WCK WEATHERING.: 980 r /STET 0155 PoLYGIRBONg7E VIEWING p.s.i. 8810 p.s.i. Lu I V S � TENSILE STRENGTH AFTER WEATHERING AST.06}8 9}p2 2 I 2 N I 1.000' WINDOW(SEE TABLE 1) TENSILE$TRESS BEFORE WEATHERING ASTM D638 8161 p,s, 8880 p.,;, �WW I ! �2 d(OIES MAX. (2)WINDOWS,WY BE/N ONE SLAT SPACED h ry A MINIMUM OF 24•MART, WITH 1,7'MIN. FROM ENDS OF SLAT 70P 2 BOTTOM. SLAT MUST R INSTALLED ADAIC£NT TABLE 2: SOURCES FOR I _MTMIfNgOY 70 EMERPIEC£S I OR NOR AT CORNERS OF PRODUCT. 80 I O� STANDARD MASTER r=COMPANY 080 I — -�-'�� I ® SLAT All po DETAIL PROPERTIES REFERENCE BLACK M10N PART SLArs I I 0 � (ELEVATION) 205ISA/8 O I PHYSI CAL' SLAPS KAJUCj' KLE�{ O O 0 KNUCKLE Y MMIC MEEGuutrLCIFIC �VTY ASTM 0792 0.042 16/n' OOp 0 (TVP, , TOACOW 8 qq TENSILE HELD STREHGM ASTM 0638 11.500 PU. OOO 3J ROWS OF pO I tl d Omp' 9A9• FLEXURAL STRENGTH AT YIELD ASTM 0790 15.000 P.s. 180UT$6AIWCE I ?14" OES 0 E4. SPACED TO YAr 9qp I aoAp•-1 r , FLEXUR AL MODULUS ASTM D790 150,000 P.si. 3/5 PART IMPACT," NOTHp NOTCHED q00 ASTM D256 0.6 FT-IE/n 600E DIRECTIONS. N)p6 1HERWI PROPERTIES, a�'50• O�Aa• COEFFICIENT OF THERMAL EXPANSION ASTM 0696 SS s 10'in/irI-F FJ�/�/ FLAMYABILDY UL 94 V-2 Z-CLIP SNAP-IN EN.n CLIP MELTING TEMPERATUREASTM D3418 500'F O BE USED AS AN OPTION FOR ALL INSTALLATIONS ® SLAT ENDOW ELEVATION LANDIER LARGE MISSILE MAY INCLUDE PERFORATIONS AS PER THIS DETAIL. TYPICAL n SLAT WINDOW DETAILS -ALIX. (2)WTNOOWS A44r BE IN ONE SLAT SPACED �� MAN. 24•MART(AfAx. EVERY 1D SLAYS), W/ l 01 VIEWING WINDOW & lL 7) 2n2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE /M P 1 SLAT WINDOW ELEVATION (LARGE M/SS/LE IMPACTS �`C ENS FLORIDA BUILDING CODE (High & Non High Velocity Huricane Zone) N4.44 �+ mzon nLTEco INC.*, ! T6] TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAIN III: _ Y.L FOLDING SHUTTER CORP. 07/20/17 MTE '• '[,�/.�• TILLT TESTING 6 ENGINEERING COMPANY 7069 HEL61RM PLACE _-�^•. O K?\��,,. 14w.Mtn A•ar.]m.•u.nA an» WEST TAUT BEACH.F1 33113 wl:IBW-e43-6371 1 7-082 00067991.<om I 4huWn.c9m NAi� �` EB-0006719 ""r°Ifl"° DIOWXO Na •,• WALTER A TILLIT Jr.P.E. rt P.E�SM/5"tURE/OATE FLORIDA I.I. /u167 nMs/n sN SHEET J Of 13 1 2 3 4 4A 5 6 7 A B ' J + 31 A A 4 1 2 j or 3 W/ 113; ,C; , 0 `9,1 v 4 ioR 5 \ f(2) l W W 7d 71 z USE (2) AT 30 ,-{�CJI o ♦ NOTES ON Al h LOCKING TUBES Z§ AT IJ k lam'. vl O.C. FOR PANS n 2O Q.L� UP TO 99' o 1. TWO (2) g'SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED g O USE (3)®AT 30' O.C. AT 30" O.C. FOR SPANS UP TO 99". USE THREE (3) $FOR LARGER FOR SPANS LARGER SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT NAY BE = o INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES N n THAN 99'UP TO 144' UOR�E. LOCATION OF 6S SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES (rAL ALWAYS BE USED TOP & BOTTOM AT K a PRODUCTS CENTERPIECES 4 OR(5�AT ALL INSTALLATIONS. LOCKING TUBES v' 1 2§SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR 1 �2 l i 1 1 SEE LIMITATIONS FOR®ON SHEET 2 1, Ami T 1 1 f rrrr' rr I Su END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT, FOR CONCRETE. CONCRETE BLOCK OR —,6 . 7 7 i+ d 31 + + WOOD INSTALLATIONS. �� .-� �. � u+ Oi , ',9;+ C: + (13; , 1)+ 111: NLIMITEO WIDTH - TY AL ELEVATION A * NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A h 78 ON SHEET 7. ,P�1LP A• SEE SECTIONS 1W & 2W ON SHEET 10. """•• SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ; •'t,\�itNs FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 7BW, BW k 14W ON SHEET 12.E • N0.44167 ®zG I7 nLTEco we TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °P"M. �` n FOLDING SHUTTER CORP. °"'a'1'DATE I TNiR TESTWG k ENGINEERING COMPANY 7060 HIEWSTREff PLACE ,, , a�v:• am A.W.aw..r..Y..�w. u�ors.n uIM wEs7 P,u1 0-W F. 1 17-082 .cs :.aaM.n-�.w :(,otp,-.M, 1e00-e43-637 Iil0c6Caol.cam .rewPc�anl.,. DRAWING Y. ' , EB-0006719 ear WALTER OSI A TRU#Jr.P.E. P.E:"1GM7610N11rIRE/M1E FLGRIW Uc./44167 mAW,> v SNE[f 1 Of 13 POURED CONCRETE- OR CONCRETE BLOCK E -y)OPTIONAL CT H00= POURED CONCRETES EXISTING NON STRUCTURAL WALL 1�� OPTIONAL RNN MOOD ; t�0.060'THOU 5.5. -'(/,ION-STRUCTURAL) (NON-STRUCTURAL) REQUIRED. TRIM(DECORATIK HEAD) MOUANC) � �� ) I.00D•.. 2.500'MIN.. u I I I I MIN. j# ED. 3 ROLLERS amommm 0=20.6sS•e(TYP.) (SEE SHEET 13)—� ` /, // -OPTIONAL HOOD (NON-STRUCTURAL) 6Wto _ I 1 I /10 a 3•S.S.SN.S.W/ 0.373•LONG NYLDN--' u s ]/la'ALUM. j, 3/16 ALUTA.POP RVETS, 13 BUSHING E A 0.0.50 CONI. POP RIVETS, •s O 16'O.C. I L LONG TOP SECTION 0.300• (x•KI•MAT) r—_---- 0.16]'x0.2]0• O.C. O.O.AND 0.245•id.AND .0.0.10" 1/4-b ffW SUEDE%.!I / I 0223'LONG BOTTOM I I SECTION O-110'O.D.MID WEATHER I MIN.SEPARATION THREADFORMWTECHNOLOGY G 0.245.1 L STRIPPING EA, POURED CONCRETE-: 1 TO G1A55 I OR 1 4.0 ELCO I (TYP.) SIDE(TYP.) / u OR CONCRETE BLOCK (yE SCHEDULE ^ CONS RUCDCN PROD C 5 I /1 e.1'TEAL J �"'`!f O/ WALL REOUDtEO. 11 JOS u 1 SCREW OR 1/4b-20•.1• �! 1 ON SHEET 13) CREPE-FLEX W/1 3/4• 3/161•ALUM, �i T AJi i MW.EMBEDMENT O 6.O.C. 5.5.MS WITH NUT B 91RMEM WAS O 4O.C. •.10 O.C. f or POURED COMIC - � I u I f 1 MIN.SEPARATION OR co- E BLOCK TO C1A55 Of w WALL REQUIRED. ` I V I 1 ! or �J (SEE SCHEDULE ON SHEET 13) �I T w ::��/./' 0.4 t 1 z y I I MIN.SEPARATION I o POURED CONCRETEII •_ I TO GLASS ' OR CONCRETE BLOCKS 1- ��., N M (SEE SCHEDULE WALL REOUIRED. All I ON SHEET IJ) Y / or (SEE 004MSNEET 1S) �. r 1/4'♦x 1•TEAL t SCREW OR 1/4e-20•sl, S.S.MS WITH NUT& WASHER O 4'O.C. 1 4'0 0W BUODEIf 7 Il ON6 NYLON BUSHINGS e� ,., n TAPCON W/ADVANCE= I 7 C ONNECTIONCl % (Typ.BOTTOM).AND 3/4' TMFEAOFOR;/CHNO O I 3 LONG(Typ.TOP),EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCTS I )3 ROLLER HOUSING(TYP.) SECTION 2 CAEIE-FLEX W/1 3/4• I (x14•MAX.) WN EMBEDMENTWO 6, O.C. WALL FACE MOUNTING INSTALLATION OFANCHOR / SECTION 1 ,/: .S- ANGHOR � _- -ACING GROUTED BLOCK REQUIRED O O (MW.I'c-2 4Si GROUT)OR I.00p IME. PCURED CONCRETE ED�/ RAL WALLRIM(DG NONECORSTRATIVE SILL) ANEHGR STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE [MAX, SECTION 3 MAX. A.S.D. DESIGN PRESSURE RATING - +65.0, -90.0 PS & CONCRETE BLOCK FLORIDA BUILDING CODE (High & Non High Velocity HuTTicone Zone) .GALE: N.T.S. . 4187 02017 TILTECO INC TITAN TI FOLDING IMPACT PROTECTIVE SYSTEM DRAW BY, • J ILL NOTE FOR COMBINATION OF SECTIONS * E.D. = EDGE DISTANCE A� •* oy 9 /20/17 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 1}) O �L ECO 1 M c, FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. � •• TOtI9 HDASTRFFT PUCE •• /�' TICCIT TESTING h ENGINEERING COMPANY ' 1 aJ5]Nom..Wn.St-Sr.b5 YxW CV100+S.R SSIaa WEST PAW BFALM.R 33113 .... w. PN:16Op-613-431 17-082 `C=NAL E •-mcbovdsbm wx+.lbWin9S uWn.wm DRAWING No E f SEE LIMITATIONS FOR® 0 WaB-000671/ ON SKEET 2 - WALTER a mur Sr.P.E. P.E.SEAL/SIGNATURE/WTE FLORIDA uv SHEET 5 OF 1J 1/4.0 x 3/4'TEKS SCREW OR 1/4-x 3/4'_ _T /'. BOLTS W/NUTS k WASHER O 6'O.C. ` v �-0.060'THICK S.S. I I MIN.SEPARATION POURED CONCRETE R_ 1 ROLLER HOUSING I MIN.SEPARATION CONCRETE BLOCK WALL \ TO GLASS REQUIRED �� 1 TO GLASS OPTIONAL RAIN HOOD I�—(SEE SCHEDULE (SEE SCHEDULE CONNECTION G EO.-�- r�-EO. �� NON-STRUCTURAL) I ON SHEET 13) �1 ON SHEET 13) �-v Of (SEE SHEET 13 ne _ 110=3's.s.s.u.s.w/1/T'9 1 Y7 t S ALTERNATE 3 16'ALUM. 6 T �a _ ALTERNATE 3/16'ALUM. / _ 3/4-LONG NYLON BUS POP ALT RIVETS O 5.O.C. —� I POP RIVETS O S'OL D 1- 4 (TyP.TOP)AND 1'LONG(TYP AT RE.I BOTTOM),EXCEPT AT ROLLER AT REAR,' 1 ,./ HOUSING(TYP.) J u (T)NYLON "'•"•""�""Yj✓ ROLLERS s O.tl55'0(TYP.) ' ✓➢ ' E0.E0. ._ 9 `0 10 PLOY.POP SIDES I n S 0 1'ALUM.POP RIVETS i 'V O 10'O.C.BO1N SIDES O 10'o.C.BOTH SIDES ALTERNATE 3/16'ALUM.POP LEC h ANCHOR/ EO. ORIENTATION i � RIVETS a 16•a.c. Y10.373'LONG SNYLON--4 BUSHING W/A 0.150' I i.0.163'x MIN.SEPARATION 0.27010.030• i i • MW.J/1'PLYWOOD I \'- / LONG TOP SECTION 0.500' MW.3 4'PLYWOOD O.D.AND 0.245' . ANDI TO C1A55 ULTRAFAB $ REQUIRED 1/2'MIN. REQUIRED 0.223'LONG BOTTOM `(SEE SCHEDULE STRIPPING T Of 7/4'a TAPCONS R_ WEATHER SECTION 0.320'O.D.ANDI ON SHEET 13) I SIDE ) ,(�, CRETE-FLEX 0.245'i.0. I / 49 T ANCHORS 6'O.C. 1WASHER 8 NUT BOLLTO 10'O.C. (TYP.) BOLTEACH WASHER A O 5'D.C. 1/4'a TAPCONB RDE. POURED CONCRETE OR / RLE-FLEX ANCHORS 6'O.C. CONCRETE BLOCK WALL REQUIRED _2'x4'OR 2'x5'x1/8' POURED CONCRETE R_ 5'x3'xI 8'6063-T6 CONT. ALIERNAIL 3/16'PLUM.— / POP RNEfS O 5.O.C. l7 T /: ANGLE CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGLE OR BENT PLATE. REWIRED AT REAR. STANDARD COUNTER-TOP MOUNTING INSTALLATION ALTERNATE COUNTER-TOP MOUNTING I SECTION 5 INSTALLATION SECTION 6 MAIL A.S.D. DESIGN PRESSURE RATING. +66.0, -66.0 PSF Z MAX.A.S.D. DESIGN PRESSURE RATING. +66.0, -66.0 PSF n T— v - 1-09 \ -3/16'ALUM.pop RIVETS O I M .SEPARATION •_ 10'O.C.BOTH SIDES TO GLASS (SFE SCHEDULE ON SHEET 13) oil iI I —ALTERNATE LFG D of 1e EO. EO.�f A ANCHOR ION CONMECIC3� f I ORIENTATION J T (SEE SHEET 13) `--ALTERNATE LEG / h ANCHOR � w ORIENTATION j / -1/4'01 3/4'TEKS SCREW W/ POURED CONCRETE OR—/ 5/8'WASHER R 1/1'x 3/1' = CONCRETE BLACK WALL BOLTS W/NUTS k 5/8'WASHER O ? s REQUIRED 4'D.C. BUILD-OUT FACE MOUNTING INSTALLATIONCONNECTION SECTION 4 (S u 1/4.0 x 3/4'TEKS SCREW POURED CONCRETE OR / OR 1/4'x 3/4'BOLTS W/NUTS CONCRETE BLOCK WALL— / dI 5/8-WASHER 0 6.O.C. INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUIL� QAF��Y MOUNTING INSTALLATION SCALE : N.T.S. 1115 `� 'I 4 O FLORIDA BUILDING CODE (High & Non High Velocity Hun-icone Zone) ' 0,�� V CD2017 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM e''' NOTE FOR COMBINATION OF S TIDING; E.D. EDGE DISTANCE • YILL I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 'Q, FOLDING SHUTTER CORP. 07 0/17 IN ANY WAY TO SUIT ANY INSTALUTION. 7+D: Z=70 ECO 1 N c. 0uE TILLTT TESTING t ENGINEERING COMPANY 7069 HEMSTREET PLACE aw x.xx x,sr.wa.Mua.a cu�mrs,n.alive WEST PACU BEACH.FL 33413 17-082 T SEE LIMITATIONS FOR©ON SHEET 2 � is ••' �' :NOaNx,-,6an a pa41v,-.a» PH;1800-643-6371 �ONCI EN�'� •-m tin4c000m.cam w.loldingx6uN0ncom RMWNO ns EB-0005719 WALTER A.TILUT Jr.P.E. urt SEAL/SI7RATURE/DATE FLORIQO Lie.Y 44187 r SHE" 6 OF 13 A —•MIN.E.O.— POURED CONCRETE_, -� --j-(SEECONIMMIMSHEET C3 RE0IMRED \ (SEE SHEEP 13) O060'THICK SS.� ROLLER j OPTIONAL RAIN H000 //.' / / / (NON-STRUCTURK) (])NYLON j10a3S.S.S.M.S.W/ 1/2Y ROLLERS 0.6.55'0(TYP.) 3/4'LONG NYLON BUSHINGS (Typ.TOP)AMD 1'LONG(Typ. BOTTOM),EXCEPT AT ROLLER HOUSING(TYP.) 070 X 3'S.S.S.N.S.W/ 0.373'LONG NYLON= 3/16'ALUM. BUSHING W/A 0.150' POP RNETS, I LOM'TOP SECTION 0.500' O 18'O.C. ; O.D.AND 0'145•i.6.AND CONT.0.163'x0.770'+0.030' 3 0.223'LONG BOTTOM ULTRAFAB WEATHER / SECTION 0.320-O.D.AND I STRIPPING FA.SIDE(rYP.) 0.245'I.a. jWq$ or ��' MN, CON 0/ • LAS yl TO CHER ®i IIW7t7t7t�i� y (SEE SCHEDULE MN.SfPARATKIN u ON SHEET 13) TO CLASS I v I (SEE SCHEDULE 0/ I I r ON SHEET 13) MIN. SEPARATION T - 1/4••. 1'iDc SCREW ORT TO C1A55 1 40-2'[1'S.S.MS WITH OPf10TTAl RAW GIMRD\ Nur 8:WASHER O 1'O.C.-. (SEE SCHEDULE (NON-STRUCTURAL) I ON SHEEP U) Oil h ALTERNATE]/16'ALL POP RIVETS O 5'O.C. OPTIONAL RUN GUARD AT REM. 1 n I (NON-SWUCTURAL) I ^Y R •�' Ras' ALTERNATE 3/16'ALUM. N -- 3 9 ALTERNATE LEC 3 POP RIVETS O 5'O.C. as' LOCATION WITH a3L AT REM •m 1 n 3 3 16'ALUM.POP NIMCMOR ei` ;-�� �• Q ^ 1 \_09,.� - O lG'O.C.BOTH sm f` (5!L 911EE'f/S) 3/18'ALUM.POP RnETS / I /� /7 lz' '�/ /�% J 0.-� -I O 10'O.C.BOTH SIDES / / —ED �\EQ EDGE OF //POURED CONCRETE J / P IF ABLF �• / / AB 1IF r/l/r.N.Ri REQUIRED `(0=0 Iffmamm ION aAPPLICABLESEE SHEET'--3)JIEO. POURED CONCRETE / % REQUIRED. --•MIN.E.D. REQUIRED CONNECIIION Ci 1 I—.MW.ED_ I MIN.E D. (SEE SHEET 13) •NTN.C.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 7B INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE D C' SCALE: N.T.S. I I1'Q• �r�,p' •Ci�NLs••••• { FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) No,44167 o2Dn nTEco INC.NOTE FOR GOMHINATION of sFcnor4c * �• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA''N 1n' E.D. - EDGE DISTANCE � y,L 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING $NUTTER CORP. 0780/" IN ANY WAY TO SUR ANY INSTALLATION. ti.Q SUaTc vE /1=C 0 INC. DATE n TILLIT TESTING t ENGINRNING COMPANY 7089 HEMSTREET PLACE •••N rte. ,NSN n]PIN WEST PAUL BEACfL R JNf] t SEE LIMITATIONS FOR®ON SHEET 2 S'•`�• ca"}'. :c n�w1 PH:1e00-643-a71 17-082 �-yE�•�T m"I:tilt•coOael.cAm rrloMingMwMrn.cam WAle/1G No jig `_ .111.1 r EB-0006719 S/MWA��r• WALTER A TLUT Jr.P.E. Mx lnsls •.•P,EaS�Af,)SWNATURE/DATE FLORIDA Uc. u167 M7a41a v 7 OF 1 ]NEEP 3 PDIA1m an GFApjm coNcAm Low Oq sLNoup � @Loci WAIL IF0IIMED k N'sP. u-PEP 6CMEd11E i (z)Rocs of 1/.'•iIPCOXS X ' X -AND10Ra(1YP.)(SEE SCREp u) / (6)I/.'.J/•'TD3 SRLP / //� /• / •/ / / / / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) 2K /C AT 2.O.C.Lbl-niIXNNLY. O O O r --------0 0 o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS / ------ TUBE - N.M. - -- - - MAXIMUM SPAN LENGTH EA. END PER ENO OF TUBE o O PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM t"4 1 •a --/.y,]/.•ra s.AeR O SIZE SPAN i a•o.c. +n•Tv. TUBE TUBE TUBE rN•.s'.s•..1/ �]•..' Y,r of 60" 106.0" 13 8 i� .112'•1/.1 uDICIM 1 `]a]'.ip•.ID1ClN ¢§ scN[wAI -T(SEEawtJ'wnc€� 2"x4`xt/8" 96" 85.0` 17 10 // 144' 89.0' 13 8 / La1v r J .. 1- //; s12•.ip1lENcrR A 80' 117.0` 17 10 ($cc --- H .ANCIE -� (sEE salmuNUNlE) Qr -�PEN51G D Q1 .Ilr _I 7 2'x4"zl/4" 96` 110.0' 21 12 wE.D. J ru sE IE1 ant 144" 91.0• 21 12 80' 109.0" 17 10 SPAN TURF MOUNTING INSTALLATION I ATION TYPICAL ELEVATION (TUBE AT TOP) 2"x5`xl/8" 96" 100.0' 21 12 SECTION X - 144" 81.0" 17 10 N+.x.SPAN TUBF L[NUmF- _ La(e»J 1 8D 124.0" 2' 12 i I PEwNc ,�11n'T+T- 2"x6"zl/8` 96" 114.0` 21 1 12 144" 1 93.0` 21 12 rN•..s'.]•r 'lir e Y,s•r 'I $VAUD ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMATgN OF THE `1605]-T6 NUN.ANGLE ,>� ]',Y+1/a1 tEND 7 I SHUTTERS HEIGHT ABOVE k BELOW DOES NOT EXCEED THE MAX.PRODUCT SPM) (SEE SCNEODU:) 606]-H NLN.ANCLE/ SHOWN ON TABLE 1. (� )U sig Y Y f TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) MUM ]/.•ra-- o o O O TUBE pRODI UCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS a a'oz. ------- SIZE SPANSPAN LENGTH EA- END PER END OF TUBE -SPAN LUBE PER SCNEOlI1F - ------- 76.0" 13 12 \ 606]-H NLOT /i i /. / / /• \ I / (SEE SCNEDULE) �(6)T/.•,omm ras scPLT• 2'x4"x1/8' 96` 60,0` 17 15 AT Y 4' L3/4'h SSCP NW.SPACu�C STAN TUBE PCR sam"LE (sE[sawAE7 J BEMEEP AxcRal2s Dn'J 48.0" 13 12 0P GxoiRin c (2)ADRS or 1/.'•TAPCONs 144 Hoot WUE REoulrm ANDAtRe(TYP.)(m sONDNE) TYPICAL ELEVATION (TUBE AT BOTTOM) 80` 87.0` 21 18 scWE..a- SP N TUBE MOUNTING IMM EATION gE��y 21 t 8 � Tu6E 2'x4"x1/a" 96' 79.0' 21 18 auc..,K .zPAN uwD1N t 44" 65.0" ]/f raS SCRFW .1/2.Lo AT Y NEW LO OF LEx boss-Ts Uuu.NxAE fnPJ ExINc w 1/s•Tm. W. 77.0" 17 15 (3)wWs of 1//.4.• (sq scNmuLE) TAPCOIB ANowes --� I 1 1 'y i 2'x5'z1/8" 96" 70.0" 21 18 (TTPJ(sa salEaxy S 144" 57.0" 17 15 80" 88.0` 21 18 ,' Tyr •�• I 2"x6'x1/8" 96" B1.O" 21 1 8 _-.. Z j Z I 144" 1 66,0" 21 18 o 0 0 0 o a INSTALLATIONS DETAILS W1 SPAN TUBE INTO POURED CONCRETE a•D.c.,3/•'ra SCREW . ---------- OR GROUTED CONCRETE BLOCK WALL SEE ( .-LE)% i 0 O O O O r0 i -SPIN -K PER SCNEOULE -------------- SCALE:N.T.S. 6o6]-T6 ALLDY, � O PEP SCHEDULE ^; 1 O O MAX.ASD.DESIGN PRESSURE RATING- *72.0 PSF f ,LEM.ANcla s' ,• FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) 0.44167 ®20,7 nLTEco INc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DM/M BY YL P°D � � i EWNG wOn Qt i �9�:, 71L ECO INc. FOLDING SHUTTER CORP. 07/DAU 2D/17 eLOCx WIu RiWiRED -YN•r 3',]'a 3'.Q1].• Tole HEIISIREEr PVGE / Q •., TILLR TESTING k ENWNEERING COMPANY Aa),/+'.]/.•TExs scAJ'% , TM -T• �aIE TYPICAL ELEVATION (TUBE AT MIDHEIGHT) ��%\� ORI P.�' ��' 6""•«+i,m =',w iA010''�GfOyE.''s-Su,v�w war PUL eExr'n sxls 17-082 i 2.O.C.LONIXNG(MtLY. (SEE SCNCDJIF) ,yE�-- � \.(1 \� .-moY:IiIteCO6/OOI.tOm �.fO106Np-.Au11rt�7CNn DRAwm N. SPAN TUBE MOUNTING INSTALLATION ATION - SI •••• 6 EB-0008719 SECTION Z T SEE LIMITATIONS FOR®ON SHE. 'L WALTER A TILUT Jr.P.E. .�'�+•• •.>< SU E.N •"P.E.$•. S,Rj{ATURE/DATE FIORIOA U0./441e7 Pd iSiH npyn uv m SNF[7 HOE 13 z'.2'.1/6• 13 rAwulNw ANGLE r BUILD-OUT MOUNT PER SECRON 1,SHEEP 6 Ai A (2)3/16•POP TINEAS , 2•.2'.1/6'-- EACH LEC OF 2'.2' I ) _iNNIY ARAE ANGLE I ANGLE LEG_'FACE AWAY FROM OPENING SHO-)OR TOWARDS \ I OPENING.NO ANCHORS REQUvHD TO NON 1 9 1 T STRUCTURE BUILD-OUT MOUNT \\\\\ PER SECTION a,SHEET 6 (2)3/16'POP RIVETS, EACH LEG OF 2.2' ANGLE .TERNATEWALL EXTERIOR ELEVATION q�Nflp SILL NAND T HEAL) PLAN VIEW A— MOUNT FOR ONE— oR BOTH w+cLEs �,��% ` OF PRODUCT (2)'1/A.•,, OPTIONAL SIDE ANGLE TEKS OR 3/16'POP t✓ ^1 1/2'. 11/2'. I/6',0'-2' (FOR SECTION a,SHEET 6) RNETS PER ANGLE To MW,ALUMINUTA INGLES TOP& TUBE \ BOTTOM OR TO WALL(2 REQUIRED) (2)1/A'A iAPHaN/ CRETE-FLEX ANCIIOR9 1 G ANCLE TO BLAB ® 1/1•N.1 ANCHORS/CRETEETE- -Eb0 PRICES WY 9E MT ANCHORS B 16'O.C.O.C. yq END OR L END `b• • gyp ,• / ' 1/".."304RTIVE 5 OR —C%KTWG STRUCTURE ,'J'r !I Y tr O.C. • .. / 1 1/1/2' N. \ CORNER POST T I3 ISOMETRIC DGSLABE of CONCRETE E (rvP.AT TOP AND BOW SIFBS) 1 9 / L—END OR LCES BE MT TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORA BY: END INSTALLATION DETAILS INTO CONCRETE, ILL CONCRETE BLOCK & WOOD (AS APPLICABLE) IL EC o iwc. FOLDING SHUTTER CORP. 07/DATE 20/17 TILUT TESTING&ENGINEERING COMPANY TON HEMSRIEET PLACE / 63u Nr,xu.sL.su.306.I�- arms.n u1u �T^�� FL 311113 17-082 1�mTz 1-11�oo0d-0�0mMTT-1vT PF¢T�6Do-au-6JT1 • R9iftm vm OMrMC R. EB-0006)19 WALTER A TILLIT Jr.P.E. P.E.SEA-/SIGNATURE/DATE FLORIDA Lie f H162 ml../n RN SHEET 9A OF 13 .—WALL FINISH OPTIONAL Raw HooO (NON-STRUCTURAL) WALL FINISH / I I �\ Q 0060'THICK S.S. I rr10.3'S.S.S.M.S.W/ 1/2'd x3/4' Yi TROLLER HWSING 1 LONG NYLON BUSHINGS(Typ.TOP) CONNSIMI10N C2 II AND 1'LONG(Typ.BOTTOM).EXCEPT r .� �/ AT ROLLER HOUSING(TTP.) �I W J I 2 THICK S.S.ROLLER HOUSING ( ARS r0.080' OPTONAL RAINHOODRO (NON-STRUCTURAL) 0.899'0(ttP.) 2'x4'CONT.WOOD f HEADER REO'D.� % ('10 x 3'S.S.S.Y.S.W/ 3/16'ALUM.POP / 0.373'LONG NYLON— L RNETS,O IB'O.C. �.�. BUSHING W/A 0.150- CONT' COFNEZIION Cl 0.163'x0.270' LONG TOP SECTION 0.900' x0.030' 0.0.AHD ACT"...0-5.00." ANO ULTRAFAB 0.223'LONG B...A WEATHER J or I BECKON 0.]20 O.D.ANO STRIPPING FA ' 0.24455 ;d. SIDE(TYP.) v . W / \ �I 3/16-ALUM.POP i RIVETS.O 18'O.C. / A YIN.SEPARATION MIN. SEPARATION ION gyw TO GLASS 2'x4'CONT.WOOD) TO GLASS —(SEE SCHEDULE J Or HEADER REO'D. (SEESCHCOULE J Or ON SHEET 13) T i ON SHEET 13) 2-x4-CONT.WOOD PLATE REO'D. I 1 c v s WALL FACE MOUNTING INSTALLATION — SECTION 2W (TOP) s } —CONNEMM Gt —WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD `�` •E V;_. FLORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) Y SEE LIMITATIONS FOR®ON SHEET 2 C>2017 i1LTEC0 INC. DRAWN BY: :' Ala.44167 `; TITAN It FOLDING IMPACT PROTECTIVE SYSTEM W.L. » i� Ran E FOR COMBINATION OfSECTIONrOlnl�rSH��CoTODD. 07/20/17 t- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO ' ) �� E C O INc. T" LY l7 GTt 1r Rf DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CPN BE COMBINED 7089 XEHSikEET PLACE TO SUR ANY INSTALLATION. TIWT TESTING&ENGINEERING COMPANYO / �� aus Nom.xau.sL.sr.Xd.wx01w gwooa.n.sslea wEsr P:1 BEACH.a atals 17-082 (a .fl-,sw. Dwt17�-,ui PH:1800-eu-6371 !� e m'I: wn.faldingMu8x4.com ORAMIXO No CO-00067 719 WALTER A TILUT Jr P.E. '`�iC�E/DATE FLORIDA LK./44167 m/m/.> rr SHEET 10 OF 13 1/4"4 x 3/4'TEKS SCREW OR 1/4'x 3/4' BOLTS W/NUTS k WASHER O 6.OC. REQUIRED STRUCTURAL ADEOIlACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR WALL FINISH\\ ROoO ff THICK S.S. 1 SEE LIMITATIONS FOR ®ON SHEET 2 TO PRODUCT INSTALLATION. ROLLER HOUSING 0" , EO 2"x4•CONT. \ / r-CONNECTpIT 04WOOJ F D HEADER OPTIONAL RAN HOOD NOTE FOR COM&NATION OF SECTIONS: RE0'D. �/ \i/ E0. E0. / /r\ / (NON-STRUCTURAL) L' T- MOUNTING SECTIONS CAN BE COMBINED /10x3"5.5.S.M.S. G 1/Ta x3/4' IN ANY WAY TO SUR ANY INSTALLATION.�� / r05— LONG NYLON BUSHINGS(TM)TOP) cV1 ' %/ j AND 1'LONG(Typ.BOTTOM),EXCEPT / AT ROLLER HOUSING(TYP.) NOTES.'' / ONAL RAIN HOOD -s _____ I (2)NYLON L —=:,a h 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 'ice �—f'/ I(Nom-SR+UCTuRAL) ____ - -_ L, ROLLERS-i BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I N.B55•e(TYP-) ------------------ f'-1 V L L rF, i! _---'- I `\ 3/IB'ALUM. SIO s Y'S.S.S.M.S.W/0.373'LONG NYLON I ALT I / B PDP RNEIS, ALTERNATE LEG— O le'O.C. W'/A 0.150'LONG TOP SECTION I 3/16• IETS. I LOCATION CONT.—� 0.300'0.0.AND 0.2{3'i0 AND 0.24 LONG POP RNETS• (SEE NOTE•) 0.163"x0.270"x0.030" BOTTOM SECTION 0.320'O.D.AND 0.245'i.tl. O t8'O.C. I ULTRAfAB WEATHER (TYPO MN.SEPARATION I 3 SiRIPPNG EA SIDE TO GLASS a (TYP.) I / ort 9 r (SEE SCHEDULE v o / ON SHEET 13) Ific= .¢+ MIN.SEPARATION MN.SEPARATN]N f TO CL/55 TO GLASS I II (SEE SCHEDULE T\� OOor N SHEET SCHEDULE 3) I O/ t I ON SHEET 13) , t H I V ALTERNATE 3/16-ALUM ALTERNATE LEG t i w ' O/ ® T 7 POP RNETS O S"O.C. r—LOCATION .. OPTIDNAL RAIN GU� I ALTERNATE LEG AT REAR.�\ �_-�-1 (SEE NOTE`) 1 N (NON-STRUCTURAL) - T! , r-- - (SEE NOTE•)�, I i __ I It F 11 POP RNAT 3 16'ALUM.�, I I: LL JJ ', -`.� i ' II AT REAR •5.O.C. j I`__ 11 in _� I Y I owRNM C. A___ _--1 }11 I n 5 _ n n3 � REO'D.7 ``�) 3/16'ALW.POP RIVETS C 9 10'O.C.BOTH SIDES 3/16'ALUM.PCP WVEM I ED. 10'O.C.BOTH SIDES I 2'x6'MIN.'MOOD o � —EQ EQ.— \ I DECK REQUIRED O. �\ 2•14'CONT. NO FINISH ALLOWED) 1/t'a.3/L"7EK5 SCREW ( W000 PLATE OR 1/t x 3/4'BOLTS W/NUTS 1/4'I x S/{'ER SCREW II W/5/6'WASHER OR REO'0. k 5/8-WPSHER O G-O.C. NIOIECf10N C6 1/4'x 3/4'BOLTS W/NUTS k CONNEL'T�N C,4 \ 5/5 'WASHER O 4"O.C. —2'MN.E.D.+2'MN.MD l —CONNO M C3 WALL FIN15H WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4A W T. 0 SECTION 7W �•,.•"•' vs, FLORIDA BUILDING CODE (High & Non High Velocity HMrricone Zone) NOTE 4 'ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED m 2017 WLTECO INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM oRN'N By' 0.44167 INSTALLATIONS DETAILS INTO WOOD * �rp FOLDING SHUTTER CORP. °"20/" aTE SCALE N.T.S. 11y•�C TICCIT TEsnNG k ENGINEERING COMPANY 7089 HIDISR/EET PLACE ��'•. 0R11'.� '[[j��L ¢a6f N.sau.s,..m..sm.`xO1w vxmn.n ss,w wEsr PMII BEACH.FI.33Lt3 17-082 mTe7t-,So wp7,_,v, PH:1800 943-0371 tilt acu0¢ol.com ,v.lelNnq¢nutl,n.com DRAIM9 N¢ EB-0006719 WALTER A PLN Jr.Jr.P.E. wa /DATE FLO.Uc./44157 n/mnT Mw SHEET T I OF 13 �/ I x�+ MIN.SEPARATION CLASS MIN.SEPARATION I I ` (SEE'SCHEDULE TO o1A55 Of at 0� ON SHEET 13) 1 (SEE SCHEDULE Sl ON SHEET 13) w OI OPTIONAL RAIN GUARD I (NON-STRUCTURAL) I I 41M 1/4.4. 1•TEK I ALTERW E 3/16•ALUM.—/ SCREW OR 1/4P-10'.1' --......- POP RIVETS O 5,O.C. S.S.WS WITH NUT O -� 1 AT REAR. �-{9 WASHER O 4'O.C. I 7 J `3/16"ALUM.POP RIVETS O 10"O.C.BOTH SIDES EDGE OF SIA! �— IF APPLICABLE _ EpOE OF SLAB ALTERNATE LEC& S+ '�+ r— IF APPEICABLE —COMMEOM C7 (SEE NOW�)—� n� n I 2"x6"MIN.WOOD DECK REQUIRED — (NO FINISH ALLOWED) C0IIIECIION CO EDGE OF SLAB IF EDGE OF 2"MIN.E.D. APPLICABLE — �" -- SLAB IF 2'MIN.E.D. —E0. _ "PP" t SEE LIMITATIONS FOR ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOM) I'1�wM.ED. I•YIN.E.O. NOTE FOR CONRINATION OF c_FC710N5: 2".6"NIH.WOOD DECK REOUWED--� 1- MOUNTING SECTIONS CAN BE COMBINED T (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. I MIN.SEPARATION 1 FLOOR MOUNTING INSTALLATION PLATE REO•D.WDD� — (SEE SCHHEEOSULE SECTION 7AW (BOTTOM) NOTES. ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOUAL J WALL FINISH (J)5/16"•UG 2' Of T b� E EO 2- SEE SECTIONS 8W & 14W FOR MAX.A.S.O. DESIGN c SCREWS w/2 1/Y MIN MIN. E.O. PRESSURE RATING& SPANS u / —1'.i 6063-T6 CONT. PENETRATION AT MIOWITRUSOTN I ALUMWUM TUBE o� (2')OF RAFTER/TRUSSES � � �\ i 1/4•.i(6063-TN)FUT—� EXISTING 2X WOOD TR PUTS W/ I/4'I 1"TEK - TRUSSES OR RAFTER 214'MIN.WOOD SCREWS O 6'O.C.IN AT 24'O.C.MAX. STUDS O 16"O.C. BETWEEN TRUSSES OR - ,sOp• N n 1/B•.4-(6063-T6)F1AT �I �i PLATE W/ 1/4'1.1•TEK _ (2)1/4•I TAPCON OR 1/4'o CRETE-FLEX SCREWS O 4"O.C.IN BETWEEN TRUSSES ANCHORS M/14 NDS WO00 SCREWS OR /4'0 EDGE OF APPLICABLE) NDS LAG SCREWS AT MIDWIDTH OF EA STUD W/ , I 2 1/2'Min.THREADED PENETRATION INTO WOOD /4'MAX.PLYWOOD EXISTING SOFFIT STUD .,_1/4'I.03/4'TEK (2)NYLON SCREW OR 1/4'-20.3/4- S.M.S. /4" ROLLERS I\ E4' S.S.BOLTS W/NUTS& /IO.J'S.S.SM.S.W/ 1/2'I.3/4'LONG 0.863Y(iYPJ NYLON BUSHINGS(Typ.TOP)AND 1"LONG 1 �1/4'0 z 3/4'TEK WEER O 6'O.C. /10.3.5.5.S.N.S.W/ I 8 = (P.)BOTTOM).EXCEPT AT ROLLER HOUSING _.__- -_. SCREW O 6'O.C. 0.373'LANG NA10N MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING SECTION 30- -CONT. I INSTALLATIONS DET-A&S-4- SECTION yaw (BOTTOM) LONG TOP SECTION 0.500• f °.16310.270' ` O.D.AND o.24s'i.a.AND - .0.030' I W ` [fT AMAX. A.S.D. DESIGN PRESSURE RATING= +60.0. -60.0 PSFi 0.223'LONG BOTTOM MIN.SEPARATION ,LTRAF p .' INTO WOO 0 0 I� V\ V SECTIO'N'.245'i o.D.AND TO cuss � 'i� �'`•.•' Er FLORIDA BUILDING CODE (High & Non Nigh Velocity Hurricane Zone) 0.243'i.I. (SEE SCHEDULE- t STRIPPING EA of +�i+T SCALE N.T.S. G �$ '•. lT3'PJ ON SHEET U) SIDE(TYP.) _ - ®2017 YLTECO INC- ORNNR BY: I i I No.44167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM II 1IL EC O iN,. FOLDING SHUTTER CORP. 07/DATE 20/17 HEADER TO TRUSS MOUNTING INSTALLATION '. TILUT TESTING A ENGINEERING COMPANY 700 HEWSTREET PLACE '}4V NW. AW .„ WEST PALM BEACH,n 33413 17-082 SECTION BW (TOP) pe�S. 0..'` e";m'a,l_, noao�,m,1_„>y' .::'.1Wdinq'm DRAKING N. MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF 0?`. '' EB-LWo671W dN ' WALTER A.1ILLIT0067 J P.E. Wed •.P.:. fryATURE/DATE FLORIDA L. 0 167 SHEET 12 DF 13 MAXIMUM WIND PRESSURE .s.Q CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & 8070M LB/FT) SLATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) WIND MAxIMtw SLATS SPANS A NAI(.ALLOWASIE CONCRETE CONCRETE BLOCK THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PRESSURE SGA ACT ANCHOR TYPE ANCHOR TYPE STEEL WOOD CON. ANCHOR ANCHOR ANCHOR INTESSUNE PR6SJRE •Bo- TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK u-1 h-) 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 A C 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 35 psi t 00.0" 100" 146 Ib ft Cl - g 417 LB FT - 88 LB FT - 134 LB FT 6 473 LB FT 418 LB/FT 236 LB FT 202 LB/FT 383 LB/FT 432 LB/FT C1 461 LB/FT - 41 - 202 LB FT 144" 144" 210 Ib ft 72 387757-FT - 334 LB FT 166 L8 FT 142 LB FT 271 LB FT 347 LB Fi 60.0" Be" 100 Ib/ft C2 9 456 LB FT - 362 LB FT 250 LB/FT 190 LB FT 318 LB/Fr 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT ro 40 psf 100.0" 100" 167 ft C2 9 417 LB FT - 362 LB/FT - 190 LB/FT 144" 144" 240 Ib ft 6 525 LB FT - 419 LB/FT 372 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/Fi 60.0" 60.0 115 ID ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 UB/FT g 37_2 LB/FT - 309 LB/F7 - 134 LB/FT 80.0• t C3 6 496 LB/Fr - 375 LB/FT 236 LB/FT 202 LB/FT 298 LB/Fi 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT a6 psf g7.0' 97.0 87 Ib/it 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 115.0" t 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 44" 144" 276 ID ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/FT - 134 LB/FT 60.0" 60.0" 1 125 Ib ftC4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89.0" 89.0 187 Ib ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/Fi 753 LB/FT 3 912 LB/FT - 682 LB/FT - 364 LB/FT 50 psf 100.0" 100.0" 206 Ib ft _9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT 120.0" 120.0" 250 Ib/ft 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 144" 140" 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/Ff C5 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.0" 60.0" 138 Ib ft9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' et.o" 187 Ib ft 9 221 LB/FT 251 LB/FT 215 LB/FT - C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 55 psf 100.0" 100.0" 229 Ib ftC6 6 332 LB/Fr 378 LB/FT 323 LB/FT - - 120.0" 120.0• 275 Ib/ft 3 822 LB/FT 975 LB/FT 648 LB/Fi - - 414 LB/FT 307 LB/FT 3 663 LB FT 756 LB/FT 646 LB/FT - - t0 134" 330 ID ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/Fr 153 LB/FT 4 232 LB/FT 236 LB/FT 183 LB/FT - - 60.0" 60.0" 150 ID ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 60.0• 80.0" 200 Ib/ft 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0" 250 Ib ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0" 288 ID ft CS 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/F7 252 LB/FT C8 8 582 [B 115.0* 691 LB/FT 614 LB/FT - - 131 128" 346 Ib/ft 6 982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 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" 1 123" 360 It,/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 A 59.0" 59.0" 187 Ib 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' 313 Ib ftTHREADFORM TECHNOLOGY 117" 114" 387 Ib tt 5'-iS" 2 1/2" 1" 2 5/8' 80 psf 113" 111" 400 Ib ft AS LESS 6 1/4" m x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 90 psf 107" 1 10a' 424 Ib it >5'-10" 100 psf 101" 99" 447 ID ft TO 8'-3" 2 5/8" + 1 2 3/4-+ CCRETE-FLEX 3.00" 3.00" D N/A 3.00" 3.00" N/A N/A 110 psf 94" 90" 468 Ib ft 120 psf 87" 82" 484 Ib ft "12--0- 140 E 1/4" 0 ITW-BUILDEX N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psi 80" 76" 483 Ib ft 3 1/2" 1 3 5/8" TEK SCREWS psf 74" 70" 484 ID ft F #14 NDS WOOD SCREWS OR N/A N/A O N/A N/A N/A 2.00" /A 150 psf 69" 66' 483 Ib it ,•'�' '''., 1/4" NDS LAG SCREWS N 160A AS DEFINED BY ASTM E-1996 STANDARD. psf 65" 62" 463 lb/ft `�%�• FLORIDA BUILDING CODE (High & Non High Velocity Hurrlcone Zone) AMGIES: + EXCEPT THAT 3 5/8" SHALL BE USED ' \ c ®7017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN BY. L+: MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, '• � l '•.' GIVEN POSITIVE AS.D DESIGN PRESSURE RATING. 4, 4A & 7A. L-: MAX.ALLOWABLE PRODUCT SPAN FOR A GT/z0/tT GIVEN NEGATIVE A.SXI.DESIGN PRESSURE FOLDING SHUTTER CORP. RATING. IL ECOINC. DATE TIWT TESTING A ENGINEERING COMPANY 70Y NEMSTRECT PLACE FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 'dr �' a»�a.aw at.sl.m wmw wrcra,n.arta WEST PALM BEAL>i,R 73x13 17-082 EQUAL TO THE MINIMUM DETERMINED PRODUCT 9 .. •�Ey :pam,+-.saA.• Im)n,-+N+ PM:+maws-UTl SPAN BETWEEN "Lt'AND"L- Q P ^+:41LecooaotAonl m.fdda+phlW-.. DRAWING No ,�' ORtD,. a EB-DO1 WALTER A 11WT WT Jr.P.E. �•• S .fD�LE FLOWOA Lic.Y 44167 npo/n sNER 13 Of 13