Loading...
HomeMy WebLinkAboutProduct Approval W � 3 r�rr O EXP. "C" •i• M - .—_�- 15' MRH -_:=-- 8MAI (74 x 64 IA) Q. - - - - - - - - - - - - - U'E 5 Patio (159 x 65) 7 (73 x 83'A) 6 (97 x 83) .� u u 2 T!J a tt CS / O 4 9 (36 3/4 x 39+/4) (261/4 x 39 112) co >+ UJO > _t I�uI Q'tp LL 1iii.. tts U. - _ 2 t1a d m c --�{� q O Entry4 c`"- _L" /" td 2 3 (59 x 87 t/4) (53 x 63 1/2) COPTRfCHT E-i£YDE3LGOfi 1 SGAI E: (74 x 63 112) NOT TO SCALE DATE: Garage Sep 28,2097 PAGE DESGftIP—t Site Plan vase: Dv1 � i Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,PL 33413 800.643.6371 Property Information Building Information Owner: RYAN,SHIRLEY Wind Zone: 160 MPH. Address: 14412 Aguila Ave Exposure Category: C Spanish Lakes Fairways Minimum Building Dimension: 45 ft. Fort Pierce,FL Mean Roof Height: 15 ft. fit Risk Category: II Design Pressure Calculations Openmg Location Device Device Device IMax Positive Max Negative Number Zone EWidth(in) IF Height(in) Elevation(ft) Pressure(psf) Pressure(psfl 1 Int 74 63.5 7 30.9 -33.7 ._..---...-- -— ------ ---------------- ------ ----- ---------._.-- ---------- — 2 Int 59 87.25 7 30.7 -33.5 3 Int 53 63.5 7 31.6 -34.5 .................__..... - --.__...._........ -....... - ----------------- ------------------------ .... - ----—------------------------------------------------------------------------------ ----- 4 Int 36.75 39.25 7 33.5 -36.3 _.—.__... _..-------.._.------------- -- -- -------- - --- - --- ----- - ---...- ------------_.... ------— --- ---- - -- 5 End 159 65 7 29.2 -36.3 ------.._..._.._..._.._.._....-- - - - ------......------------------------------------------------.... -- --------- ._....._..__.._....-----------......._....__.._.... .._.. - - -.._..------------- 6 Int 97 83 7 29.7 -32.6 ........................ _....---- _._....._....................................__...-------..............._................._._...................................................—............................._.............__..__................................__..._..----............................- -.................._--.......... _................_........._.... - 7 Int 73 83.5 7 30.3 -33.2 -..............._...................--.-._............_.._..............------._..........._....-- -._.._..._.............---._..._................__..._.... ---._.._........._.._.....-----.._.....-...............--------._._.._..__............ -...--- 8 Int 74 64.5 7 30.9 -33.7 .............................................................-............__.........................----.._.._................_._._._..........__....-.........................._.._.._....--........._......................._...__..__...--..........._........_............_._...__.......--........................-----------._...._..........-.............._._.........—.......................... ................. ..._.... 9 Int 26.25 39.5 7 33.5 -36.3 l Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 If !I �I Customer: RYAN WorkOrder Number: 09122017013N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -36.3 74 63.5 85.5 68.5 65.25 9"o.c. 9"o.c. 2 -36.3 59 87.25 59 89.25 86 9"o.c. 9"o.c. 3 -36.3 53 63.5 69 68.5 65.25 9"o.c. 19"o.c. 4 -36.3 36.75 39.25 51.75 44.25 41 9"O.c. 9"0.c. 5 -36.3 170.5 65 187.5 72 68.75 9"o.c. 9"0.c. 6 -36.3 97 83 115 85.5 82.25 9"o.c. 9"o.c. 7 -36.3 73 83.5 92 86 82.75 9"o.c. 9"o.c. 8 -36.3 74 64.5 92 69.5 66.25 9"o.c. 9"o.c. 9 -36.3 26.25 39.5 40.25 44.5 41.25 9"o.c. 9"o.c. I 1 i I' ,I Florida Building Code Online Page 1 ot12 ' CI fio Rig �,,n-.�.,._-�1. -u� t�M.„71 gym a{® ,,o SCIS Home ! Log In t User Registration ;`Hot Topic ? Submit Surcharge i Stats&Facts ; Publications FBC Staff i BCIS Site Map i Unks i Search .V A. 4 ote Product Approval F1 I �� -USER:Public User {^ Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL17080-R1 Application Type Code Version 2014 Application Status Approved Comments Archived i.-1 Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext7675 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 C� 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. Y; Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERTAND.15- 0310.01 DRWG.15-014.pdf 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=wGEVXQwtDgv2aBQpHpQQe6r1Z... 9/21/2017 I Florida Building Code Online Page 2 of'2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Date Revised 08/17/2017 Summary of Products FL# Mo Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Useallation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014. df Impact Resistant:Yes - ed By:Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure:+160/-160 Create Third 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.odf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 91® ' M Credit Card Safe �i �I https://floridabuilding.org/pr/pr_app_dtl.aspx.param=wGEVXQwtDgv2aBQ HpQQe6r1Z... 9/21/2U17 P ,, �T'NERAL 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: Go0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(Haw AND OUT OF THEM(NHVFQ). - 1/4.0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY IIW/BUILDDI, INC& ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'0 NOS LAC SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OIVM& 1608(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 CONDDWN•UILTYATE OEM WINO LOADS DETENMIED 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&D DESIGN WILD LOADS BY MULTIPL*flMO IM BY 0.6 N ORDER TO CONGYM1R6E W/MAX.(AS,D•) 1/4'0 NOS TAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND CG THRU C8 DESIGN PRS MUM Nom.TIED ON SIM 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 REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR 714 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&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. MINIMUM ANCHORS SHALL PENETRATION LONG SHALL BE AS EACH INDICATED ONNNSUBSTRA SUBSTRATE SUCH PANELS. (H.ET.1.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING UAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, 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. ODE2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&®SHALL BE# 10 x 3. 410-HT MINIMUM SERIES W/ 173.6 W YIELD -1/4'0 ITW BUILDEX TEL(SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksf TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTUREDBY WHITFORD CO,BOX 507.WEST CHESTER PA 19381. NOTESd 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 6083-T6 ALLOY AT SLATS SHALL.BE Fy-25.9 W. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksE TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/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 TRE STRUCTURE WHERE PRODUCT IS TO 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 NSI 304 OR 316 SERFES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD 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: 10•PRODUCT MANUFACTURER'S LABEL SHALL.BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUIDEX. INC.TO MIN.fe=3192 psi. WITH SECTION 1710$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.fe=3000 Psi. LABEUNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 114'0 CRETE-FLEX.AS MANUFACTURED BY 0.00 CONSTRUCTION PRODUCTS TO MIN.fc=3350 psi. 11. FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY NOTES: BUILDING AND ZONING REGUTAATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A1)MINIMUM EMBEDMENT OF 1/4'6 TAPCON ANCHORS OR 114'0 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.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROTECT;Le.WHERE THE SUE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (B) pCONTRACTORODUCT�BONE RESPONSIBLE ��SIBLE OR THE EVALUATION DOCUMENT NURCHASE A D INSTALLATION SHE�DOES NOT DEVIATE FROM T}�OF THIS LO EMBEDMENT INTO STUCCO OSHALLEXIST. BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILPY. LONG MINIMUM SHOULD STUCCO EXIST. 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 FIE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES At &A2 ABOVE BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO DOSTING CONCRETE BLOCK WALL ASTM 0-90. USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.ED.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.BUILDER,INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 314'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLD SET,ANCHORS. -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES: THIS DRAWING SHALL ONLY BE USED TO OBTAIN 9.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4•. PERYTTS IN THE STATE OF FLORIDA MINIMUM CE BE AS PER SHEET 13. B.2)3/4 SOLID SET ANCHORS SHALL SHALL F3RTiRElY f91BIDDLD(7787 INTO TFC CONCRETE BLOCK UNIT. NO . R A11 Till//,,,� FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG v�� •• 02615 TRTL20 rxc MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. - �C'•.9 4 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AIMALL B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, - = aT/to/ts ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE = I L E C O E N c. TTER FOLDING SHUCORP. DATE SHALL BE AS INDICATED ON NOTES 9.1 &8.2 ABOVE = `g) 'AC TLLIT TESTING e:ENdNEFRINO COMPANY '9 �.y •Q'` Ru.e,(xlTl�t-Iixf..Fa,fsn)m1-.15).1 NDf RAS WEST PALM MACH.FL 15-01Pit.1800-m-6I O •R4` - 0: BOOBllaol.eam wrJalG pekWtericem tx1AAalto No n c �L ESI.YAW1J m. WALTER ti TITTLE Jr.P.0 ��/AYYYA AA1E ELORLk./44167 .NMr a SWEET 1 a 17 IW 606J-76 ALLOY (a SLAT #W0W KLAT USED FOR ALL INSTA ONS, 606J-r6 ALLOY 6065-T5 ALLOY 6063-T5 ALLOY EXTERIOR 0' ass' zaa• Y I ADM? (70 BE USED ONLY FOR INSTAUA770N5 6063-T6 AtLOY DETAIL ON WSH JO FEET OR HIGIV?A60YE GR40C MEASURED AT BOTTOM OF OPENING V 60UJ-10 ALLOY SEE COMPONENTS 20,21 &22 ON SHEET J.) far --mv, yj t oma* 'Oat do-* (6) WALL, HEAUER 2" MAX. B.O. (86) CEILING (9) R-0 710M.SILL 7R 130 TRACK ADAPTER Sff&%� TRACK A 6063-M ALLOY 606J-T5 ALLOY 6063-T6 ALLOY 600-T6 ALLOY 6063-75 ALLOY zasa -t2 COMPONENT a b ti Q 2" S'MAX. M125" 0.125' mt- 2' 4"MAX. 0.25- 0.25* f ow- --I- t I* r MAX. 0.062" 0.062' L R4N.HQQD ALT. &QTTOM M (I-g), RO7`T-02f RAW 0 ALUMIAMW 6053-TS ALLOY 61263-76 ALLOY 6063-16 ALLOY 606J-76 ALLOY COMPONENTS FLORIDA BUILDING CODE(Nigh &Non W-gh Velocity Hurricane Zone) 0 2015 Weco,w_ TITAN 11 FOLDING IMPACT PROTEC71VE SYSTEM OWN ft V800-16 FOLDING SRUMR CORP. ACETAL LACKING TUBES - . . __ z I 7M KVS"W P= 1 .1 � glu�Txsnmo&(Now-mmo coupm" ww P"=FL PW.is W-071 15-014 BOB(4)&(4) 606-37T6 ALLOY Irl��Ai� QR.,9tNPD Nu - WALTM A.T"jl�P.F. Om POST RRMA lf�#"167 2 OF 13] IA A 4 2 or O3 W/ O3 ,16 , 1� DR 19 4 GSPSS R 5 8 (2) t w 7a'z USE(2) AT 30' 1 55 ♦ NOTES ON & LOCKING TUBES I®AT -0 O.C. FOR SPANS '� 2O w UP TO 99' 1. TWO(2)@5 SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE(3) FOR LARGER `o USE ®AT 300''0•C• SPANS SPACED AT 30" O.C.AT MIDSPAN. COMPONENT MAY BE y nFOR INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED NTERPIECES THAN 99'UP TOR (j)OR©. LOCATION OF ®SHALL BE AS SHOWN ON TYPICAL ELEVATION. vwwi a 2. (2) LOCKING TUBES SHAI&IALWAYS BE USED TOP &BOTTOM AT 1p N PRODUCTS CENTERPIECES 4 0R S AT ALL INSTALLATIONS. LOCKING TUBES 1 SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 1 t 1 SEE LIMITATIONS FOR®ON SHEEP 2 i \ 1 1 LIE!END CONNECTION DETAILS ON SHEET 9 NC FULL HEIGHT,FOR 6 , O, O+ 13 ,O+ 1 6 ,®+ 1 , CONCRETE, CONCRETE BLOCK OR WOOD INSTALLATIONS. O+ O O , O 9 10 9 O+ 10 + 1© 9 O+ 11 UNUMITED MOTH ' TYPICAL ELEVATION N. T. S. 46 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS JW& 2W ON SHEET 10. SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. \\`��\ .,, FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 78W, 8W & 14W ON SHEET 12. 82015 TaTEeo RIC. TITAN H FOLDING IMPACT PROTECTIVE SYSTEM A.M AU- e 4167 1 L E C O,w�. FOLDING MUTTER CORP. GAh13 Z* E :•LLt TILLR TESTMO&ENGINT PLACE / Gt/ eaa Mr.MAW—.am.weaa oWmie,rt avec West PAW GEAM R 3x13 15-014 � Im -mo,n tam,-+mt PN:1e0o-843-anl —a:G7teea0aol— .}d6NptlYeer — DRAWMO Me //,��` ,•' V\\\ ES-0006719 em WALTER A TILIN Jr.P.C. a iL=,.Lie.I"167 N,Mr 241 SNEEf 1 Of Ia I/ll 11\ POURED CONCRETE OR CONCRETE BLOCK W - OPTIONAL RAIN HOOD POURED CONCRETE E%ISTUC NON STRUCTURAL WALL COTNEDIION C 0.060'THICK S.S OPTIONAL RAIN HOOD REOUIRED. / TRIM(DECORATIVE MEAD) (SEE SHEET 0 MON-STRUCTURAL) y�r ( -5 � ROLLER HOIA.TNC 7 I.00OVj 2.509'MIN g ') pp 6 MIN. ED. •sI'''' .� II" RAIN H L 5 WMH'ICRDN c RAM o00 (2 9.e55•0 M) (SEE SHEET 13) ("DN-STRUCTURAL) I b I 1 JIG.3'S.S.SJLS.W/ 1 0.373'LONG NYLON 3/16'ALUM. W 3/16•ALUM.POP RIVETS. 1 13 t�.F- LONG B11516H0W A 0.15(1• • n 10.O.C. (27.41 MAX.) tfl TOP SECTION 0.500• 01 Gr.0.270' o 16�'r OA.AND 0.245•i.d.AND 1/4.O RW BUILD, 1 0.221,'LONG BOTTOM YU11T AS I NM.sEPARanoN TF RFEAWORORI4 TECHNOLOGY T- I SECTION 0-320.OA-AND WEATHER POURED CONCRETE TO GLASS .. OR 1/4'0 ELOO 0.215'i.d. 11 SIPoPPING EAOR _scumuLE CONSTRUCTION PfK10lICf5 I I.S./4'4.1'TEK SIDE(TMP.) / or q WALL REOUIREDBLOCK (ON STIEET 13) ! Or �� CRETE-FUN W/1 3/4• I SSCREW NS WITH Nl-20 1• POPB•RAEIS, ®T w F ®T u,x MIN.EMBEDMENT O 6'O.0 u WASHER O 4'O.C. O IB'O.C. ! Of 1 �'Wu(• POURED CONCRETE I I ®T `' OR CONCRETE BLOCK 1 I ADN.SEPARATION WALL REQUIRED. I / or TO CLASS T or (ONS SHEET ULE13) - ®T W ®T I L, 1 • I MIN.S N 9 CLASS E 3 /, m Gus POURED CONCRETE (SEE SCHEDULE- OR CONCRETE BLOCK I ON SHEETHEET13)3) ) Or WALL REWIRED- 7 �� (SEE 'ON1� % �' 1 1/4.0 x 1•TEK ®T SCREW OR 1/a6-2o•.r S.S.YS W1IH NUT& •_i 1 WASHER O 4'-O.C. x $ ,R 1/C 0 tlW FA11lOIX I /10.3'S.S.SATS.W/1/2'0 TAPCO N W/ADVANCED x j .1•LONG NYLON BUSHINGS T14i£ADPOW lE(RNOLOGY C01111E1:TI0N C �� (Typ.BOTTOM),AND 3/4' OR 1/4'a ET.W ug SEE SHEET 13) L9Nc(bP.TOP),EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRon11�TS I 13 (RETE-FLEX W/1 3/4• I (2•.4'Mo.) SECTION 2 MIN.DJBEDNENT O O.C. 1 WALL FACE MOUNTING INSTALLATION OF5NaO SECTION 1 '� SPACING SPAdX�G GROUTED BLOCK REQUIRED1,000 2SOo MIN. (MIN-Pe-POURED GROUT)OR CONCRETE YIN, E.D� EXISn NG NON STRUCTURAL WALL TRU(DECORATIVE SILLI 0 6 ANCHOR SPATR G STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE �N1 ��u��r/ MAX.A.S.D. DESIGN PRESSURE RATING = +65.0, -90.0 PSF & CONCRETE BLOCK �ii�iif) I H`y1 Ll[/ /p FLORIDA BUILDING CODE(High & Non High Velocity Hurtcone Zane) SCALE: N.T.S. �:�P•.• ENS�,,'/.p% ®2015 TLYECO INC- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM mvm Br' NOTE FOR COMBINATION OF SECTIONS: * E.D. = EDGE DISTANCE w/19/16 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) -- �1L E7C07,Ne. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. _ '��f - TILLR TESTING&ENGINEERING COMPANY �PP NE TELL 3M,3 em N..NUR m.ss Om.vawu aN+Oaes,n v,ee 15-014 10'• AI:1800-64J-6371 •14 - @ 0006llael.eam �w.(tldip.huNen.taen OWWING K. T SEE UMRATIONS FOR®ON SHEET 2 ���0�' Q' ®-0096716 WALTER w k-TILLIT0 44 P-E � �j' • � ` .FT.ORIOA Lye d 44167 Mw � SHEET 5 OF 13 tiN t� NIINUIIE 1/4'e z 3/4`TEILL SCREW OR 1/4`x 3/4' I --- BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK S.S I 1 1 MIN.SEPARATION PoURm CONCRETE OR ROLLER HOUSING .-TO ON 1 TO GLASS TO GLASS BLOCK REQU� % OPTIONAL RAN HOOD Q"—'(SEE SCHEDULE (SEE SCIEDULE- 00lO�CIDN ED.- (NON-STRUCTURAL) I ON SHEET 13) 1 or ON SHEET 1J) ®or xS� . (SEE SHEET ls) t 3 /10x-T SS.S.M.S W/1/2'e ALTERNATE J/16'ALUM.10 1 ®t N.TETIILUE 3/16'ALUM, J� x3/4•IANC NYLON BUSHINGS ALTPOP Res O 5'D.C. - POP RIVETS O 5'D.C. 1 (T_.TOP)AND 1'LONG(TYP• AT REAR'1 AT RF1FR. 1 / BOTTOM),EXCEPT AT ROLLER 1 i (TSP.) 1 W (2)NYLON I 4 Yt"O�a 1 . Ci,3 a 3 1 n Fi 4 a ROVERS9 � _ � E0.EO •_ O.B55'e(D7.) 1 n' 9 1 $ 3/16'ALUM.POP RIVETS 1 5 3/16•ALUM.POP SIDES i O 10'O.C.ITOIH mm O 10`O.G BOR/SIDES LEG&ANCH6 it 3/16'A.M.POP ORIEMABON 8 RIVETS O 18'O.C. A10 x 3'S.S.S.M.S.W/ / / 0.373'LONG NYLON M,p•1�7• MIN.3/4'PLYWOOD BUSHING W/A 0.150' 1 OZ70'x0.030` MIN.3/4'PLYWOOD T 1/2'MIN. REQUIRED LONG TOP SECTION 0.500'1 MiNros Gm ON ULTRAFAB g REQUIRED O.D.AND 0345'I.d.AND WEATHER X1/4'a TAPCDNS OR 0323' LONG BOTTOIA (SEE SCHEDULE STRIPPING FA f Or y CRETE-FLEX „ 1/4'THRU BOLT W/ SECTION 0.320.O.D.AND ON SHEET 13) SIDE(EYP.) t d ANCHORS fi'O,G WASHER&NUT O 10'O.G 0.2/45�'UL �'s Q % EACH SIDE w 1/4' R BOLT W/ S WASHER U NUT O 5'D.C. - 1/4'6 TAPCONS OR POURED CONCRETE OR CRETE-ILEX ANCHORS 6'O.C. CONCRETE BLOCK WALL . REQUIRED 2'x4.OR 2`x5'x1/B` PQUIRED CGNCRETE OR 5'.3'x1/8'6(163-T6 CONT. Of 8063-76 CONT.ALUM. CONCRETE BLOCK WALL ALUM.ANGIE OR BENT PLATE ALTERNATE 3/18'ALUM. ®t ANGLE. REOIARED POP RIVETS 0 5-DLG AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING REM SECTION 5 INSTALLATION SECTION 6 MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -fi6.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF W e i "I 3/16'RWM.POP RIVETS OMN. GLAS ID'O.C. 0N z R .G BOTH SIDES CHER g / r—(SEE SCHEDULE ON SHEET 13) / 1wALTERNATE LEC f Or 1 &ANCHOR ®t CaNEC1611 j m EQ. EQ. ORIENTATION (SEE SHEET 13) ALTERNATE LEG J &ANCHOR w / ORIENTATION 1/'WAS3H/4'O /SEW W/ S/POURED CONCRETE OR eRK43/4 •�_� _ CONCRETE BLOCK WALL BOLTS W/routs&5/8'WASHER O ,j tffiQNTEO 4'O.C. ZE i� a BUILD—OUT FACE MOUNTING INSTALLATION SEE S C4 j o SECTION 4 EO. EQ. 1 N /4#x 3/4'TEKS SCREW OR 1/4•x 3/4•DOLTS W/NS POURED CONCRETE OR &5/8'WASHER O 6'O.C. CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE: N.T.S. S ON 4A BOTTOM ORIDA BUILDING CODE (High & Non High Velocity Hurricone Zone) , ®2015TILTECOIN0. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �Nft` NOTE FOR COMBINATION OF SECTIONS: * ED. = EDGE DISTANCE y�,:'�,\CENSE •, 1- MOUNTING SECTIONS CAN BE COMBINED (SEE EDGE ON SHEET 13) �= C FOLDING SHUTTER CORP. /1G/16 IN ANY WAY TO SUR ANY INSTALLATION. `4 ) IL ECO IMC. DA's •�•.,l3/ * lq�RACE T1LLIT TESTING&ENGINEERING COMPANY WEST Othol FL 33413 4154 x.t zw.s.s.xaa Wua 2YArxs n Anes 15-014 1 SEE LIMITATIONS FOR ON SHEET 2 �'p ,• $T ®'-ooe�le TaMR1-1m M.1800-643-8371e-moo:4tteea0od.com r.aTdQxgdnAlenomn DRAWING No / V ' WALTER A TIUJr Jr.P.E. °tR SFf{,(Sid ' FLORIO&Um/44167 .TNM• xN SHEET 6 OF 13 s� IIIJIIIIt1113fNTY •MIN.ED. E0. E0. POURED CONCRETE CONNECTION C5 - SECURED (SEE SHEET 13) 0.060'THICK S.S. ROLLER HOUSING OPTIONAL RAN N000 / (NON-50TUCRIRAL) ~ 10.3,S.S.S.M.S.W/1/2'0 (2)NYLON 3/4'LONG NYLON MIN ROLLERS 0.65570(TwJ (Typ.TOP)AND 1'LONG(TyP. I 8 BOTTON),EXCEPT AT ROLLER HOUSING(TYP.) 810373'LONGSNYLON/ 3/16'ALUM. BUSHING W/A 0.150' ROP Rte• I LONG TOP SECTION 0.500' o Ie'O.C. O.D.AND 0.245'I.d.AND CONE 0.163.0.270'x0.030' 0.273'LONG BOTTOM ULTRAFAB WEATHER SECTION 0.320'O.D.AND STRIPPING FA.SIDE(TrP.) 9 0.245'Ld. W OYR•) t MIN.SEPARATION J Of TO GLASS ®T N (SEE SCHEDULE xS N MIN. ON ON SHMT 13) ARAD2� TO CLASS ' MIN.SEPARATION ON SHEET 13) TO GLASS ®T 1/4'0 x 1'TER SCREW OR ~ a (SEE-SCHEDULE— 1/40-20'x1'S.S.MS WITH J OX'S V1 OPTIONAL RAN GUARD NUT a WISHER o 4'O.C. ON SHEEP 13) �1 (NON-STRUCTURAL) Folf (at F ALTERNATE 3/+6'ALUM.--,, I OIMONAL RAIN CUARO POP RIVETS o 5'O.C. AT REAR. (NON-STRUCTURLL) I tis g rALTERNATE 3/16A1.UIL ALTERNATE LEG I o POP RNETS o 5'O.C. n z! 9 LOCATION WRH m n AT REAR. n y>! .3/116-ALUM.POP RIVETS ANCHOR ORI�IION C7 n .n 9 O+o'O.C.DOTH SIDES _ (SEE SHEET 0) In 3/16'ALUM.POP RIVETS T __ 0 10 o.a BOTH sroEs EDGE OF SLAG IF EDGE OF POURED CONCRETE qN 06 APPLICABLE RE'OUIRm (SEE SHEET 13) 0. POURED CONCRETE POURED CONCRETE / REWIRED. _ •MIN.E0. REQUIRED WNNE107gN . •MN.E.D. •MIN.E0, •MI .. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 76 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. FLORIDA BUILDING CODE(High k Non High Velocity Hurricone Zone) 802015 TLTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Br. VIMOUNTING OF NS: EDGE DISTANCE EN "�'/"'`'SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) l FOLDING SHUTTER CORP. D3/Lo/ts Y WAY TO SUIT ANY INSTALLATION. a� J •�-ff= TILUT TESTING h ENGINEERING COMPANY 70H H PLACE mo N-0'a,ae.3A vort,Wu cra07ls n.MIN tWST PAW littl+.R 33413 15-014 1 SEE LLMITATIONS FOR®ON SHEET 2 ,Q9 A :���` sJHI"�'iO"x'°"'15" at:tem-ea-6s7t -man: ODDSoad.nxn w...ra3NDYtuNamm� ORAWMO Ne ®-0006719 ` WALTER A TnN Jr.PFO°x env as�v FLORIDA LLt./4{167 cn•M o SHEET 7 OF 73 invo LLN1LAAA' Pd,km caEo+ctE Oti CROUTM wNIXCtE 6A00•MAX SPNI II�PFat ftOEFDl11E ULWK wEE'KOL c Somt6E) (>)tm.s;W)/470 TAPG46 X X ANaE0p5 (SEE SaaawO TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) tk (s)t/4•.aµ•TD6 SUQw -- - -_------ ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS -- _ ATx aat.oNxtuoNutr. 0 0 0 -----o a a MAXIMUM SPAN LENGTH EA. END PER END OF TUBE 6PAF TUBE PLR SCKOKIE -- - -I- TUBE PRODUCT ° T81°1D1• V o O Q o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM (^•~.i m*i 1µ•..a/a•me sacs TUBE TUBE TUBE 06'06 I 3i4•ar Y.s'a 4•w ais• 60' 106.0' 13 a II� t,y 1Q1f//a•.IF?AIM i21f/4i LDVM 4 n JLvu ANOIE is ATLEL AtxaE2"x4"xi/8' 96" 85.0' 17 10 l ANct w6¢ouuJ ' 144" 69.0" 13 8 �• 80" 117.0• 17 10 3w« _ ILuu�ArxaE �" 1r 2'x4"x1/4" 96" 110.0' 21 12 t a, M wEDuLl) ®t � • _ 144" 91.0" 21 12 Sswat r,1EE t 80' 109.0" 17 10 TINNST SPAN TUBE MOUNTING [ EATION TYPICAL ELEVATION (TUBE AT TOP) 2"x5•xl/8" 96" 1 0O 21 12 SECIM x 144" 81.0' 17 10 ANT:xT.i SPAN TUB E.D.0Mx eo' 124.0• 21 12 o.t1w,) f Paso thin'• 2"x6"x1/8' 96" 114.0 21 12 �s ®f 144" 93.0" 21 12 Y.0 s Yxa'v R - *VALID ALSO FOR MIOHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMITION OF THE ralkl/41.LENNGE Oi cly .x'a/4 i3 eE01tt HOW SHUTTERS HEIGW ABOVE k SOW DOES ON TAME 1NOT CEED THE MAX.PRODUCT SPAN 7(SEE Sa10ANE') 60 N/aE gg Y Y r* g TABLE 2: MAX. SPAN TUB£LENGTH SCHEDULE(TUBE AT MIDHLIGHT) / MAXIMUM t/n x a/1•TEx saavt o 0 o O TUBE PRODUCT ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS *1/4 SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE ------ aa•u•". SPIN TUBE PER STIEDNE - ------- -- ------- aix'd/41 LEN= toss-r6 Aum �TB ANGLE 60" 76.0" 13 12 (s)f/4•.3/4'Tars So" C UN.SP�c s M maz PER SCHM= 2"x4"x1/8' 96" 60.0' 17 15 mow uAx AT x oc,.1. ENaOis OrPJ 144' 48.0° 13 12 aN °>:a°Pf°cor (x)Rms a f/4v runes TYPICAL ELEVATION (TUBE AT BOTTOM) 80' 87.0' 21 18 BtOa wi MDO ANamAS DYn)(6EE SaEDtEEJ STAtfi N S SPAN TUBE MOUNTING_INSTALLATION 2'x4'x1/4' 96' 79.0" 2t 18 SEC Y Tum � � 144" 65.0' 21 18 (s) ;/1*..a/4•Tats saa�P ' sit•r Ys•e<s5ait/s• 4 t/t•,Eo' 80" 77.0" 17 15 AT a. tb+al6aNI11r. tFNCIN 866]-T6 uLY.MR0.E O+P PDAtc MW t/r M. T")RM uisltl (SLE I 2"x5'x1/8" 96' 70.0" 21 18 CM.)(SEE SLTEDLLO i 144" 57.0' 17 15 8 80' 88.0' 21 18 5 pts 2"x6'x1/8" 96" 81.0" 21 18 ai Z Z ag 144" 66.0" 21 78 NM_ - 0 .1 F"t o o 0 o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4•I.x/4•TPN SOEN OR GROUTED CONCRETE BLOCK WALL fiow`wx Do o.1- O O D--------------0 O O -. (Yc SiTmUMJ -------------- SCALE N.T.S. - . -SP.W RAZE PER STlLLmolE SPAN TUBE PER scmc u soss-T6 calor O O O a O O MAX.A.S.D.DESIGN PRESSURE RATING- 172.0 PSF 9� 0 11•er 1Y ar a'.' 1/1' a•ei 3 a FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone AM LCANtxE0-TB ( 9 9 Y ) ®Tye? '��CENSF'•.P���� O�ts TaTEco wc.sowjw TITAN II FOLDING IMPACT PROTECTIVE SYSTED01m BY. M 1 PENNG 6aM1 �' _ IL E C O INC. FOLDING SHUTTER CORP. 0.s/DATE 18/t6 .R _ TILUT TESTING&ENGMEERING COMPANY T�q T E BLOaC VAtt.taFao6Em 3•N•>ab•s aa11/4• !�cc 6156 xt.aeu.SL.Aa66.4E+OME tumorsR aa166 NEST PAlY DEACELFI.1141a 15-014 (s)t/4•:a/1'TEx6 SaRYr sm eom-T6 Alia.ANaE TYPICA EI vVAT10N (TUB AT MIDHEIGHTI Pnc..:exsbn-taw.r..:am7sn-,sT, R+:1800-6a-6.sTTAT x•as IAlGIUo1NLLLY. (SEESQIEA6E) A.EE• m°®bo�Doe"O7iel- -jddk*.hRlen.e6m MAIM N6 SPAN Tae MOUNTING IIATAI!!TION t sEE uMRAnoNs FGR ON Sk EET 2 WALTER A TWT Jr.P.E-- ® nomOA uc.A 41TeT .Tnw, s>FR a ai fa 11 TAPCONS/CRETE-FLEX (SEE SHEET EXISTING GLASS ANCHORS O 10,O.C. 13) ETtlSONG SMDCNRE MAL E0. 2E Exs� EXIMING Mc (SEE sT1LEr 13)STRUCTURE s,m1c 1 3/8•�TNRErom H �B * ,/,•0.:,3/4' / \ 3/16•POP RIVETS OR o Ca4IE7a'ffCE�+ _ rAxaNs/aXEs,O.C. t/, ,a•al x 3/T. TENS 0 MIalORS a 18 oa 1 1 1/ \ 3 1 or t or �t or 1 t W5 I TE,m a,B aG. or 1 t ' WALL FACE 2 � END CONDITION go a 18 so.o so.r so.Tr 3/,6•PGP RIVETS OR \3 4 18 SH ,G•o.c. ( sI OR 5 (SEE WME T) � (2)®030 O.C.o / EXTERIOR (=) 5 a 3G•aa.. ENOSPAN ETxt G�Ta 99• \ uµa(a)Ui o1) 41 se- io• O.C.o u�N7foR UUP X\ / HORIZONTAL SECTION 20 aTo I°�� SaP'w:BE �HORRCNi.SON SCREW MAY BE 1ERTOR) M MOR OR EXIMOR) OR(��u�) R1TUTIOR OR RNEfS 4 wAY vARY AT usr S1AT(�T TRAPPET)INSfALLATKINS OR(5� 6063-Ta AL1AY AN AE 4 OR •0.a WWNN WN-FLEX SHO SHf SEE uaxrATKn1s FOR©ON Sf(EtT Z ANCH RS o,e o.c TG TORS 6/IV O..To E]aSTNCSTRUCTURE ANaV a,S•O.a TOETOSTNC STRUCTURE FJIISfaJG S,RUCT •dBUILD—OUT 0END CONDITIOEa. Ea P RIVETS oR,/�•.3/,•Trxs aX ETamNG sMucrvRE .END LOCK ANGLE 'Emil e';i•C.C. W/ END LOCK ANGLE HO,NZaNTAL.SECTION HORRONGL SECTION NOTE A 2'.:r,,/6.6°°s-T° t .3/T. TEx CONT.ALUNMUY BENE ANGLE SCREWS A�AaGD 1D ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE O 6,O.C. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2)Qe 30'O.C.o 'ST ummµE xe u ro 99 SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN R(3))�o SD- 0.357"xO.357 AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED O.C.T 4'SPuuAN CTR UP T. ,LL SPAN(twee INTO IT WITH A 0.120" CIA. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW SAY SE FWALLEn A 0.200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM DRERIOR OR EXTERIOR) OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ,.�5 4 OR ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE NN 1 SHOV (1)PIECE, 1.375' LONG, WITH A 0.366'xO.366'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" � jR DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. Soo SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'4 HOLES DRILLED ON THE OUTER 1 (MAX.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. 4 OR SHO 5 (o�ExXma�Rj R aP tH'�,AAAA ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION FLORIDA BUILDING CODE (High & Nan High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, = 01015 TaTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) * IL E C O EMC. FOLDING SNUTFER CORP. a3w,5 nLLIT TESTING k ENGINEERING COMPANY S'T P 1ET6ffXEEf TIKE A4 am N.v.3TAk TR.sW.Sas,vmrA aumoe.n 1t,r WLSf PAW BP",EL 33413 15-014 At:1600-643-6371 IL 610"e0-1— . fddhq*KAu n °PAWN°Ne \\ EB-0°06719 v.w ePfsleN rn WALTER A'nLT Jr.P.E.TE FLMDA Uc.1 44167 wrv� sNEET 9 OE 13 z'.z•.t/e• 1 uolmLLu ANfAE PER 1 ER SECTION YOI.M RON{.SHEET B A A (2)3/16'POP 1e1475. 2•x NGL EACH LEG OF 2'r 2' ANGLE LEG MAY FALE _ Al11MUiUM ANGLE my FROM OPENING (AS SHOWN)OR TOWIROS G OPDIMG.NO ANOHORS S m� REOUIRR TO NOSE ^•.3 STRUMRE 13 19 PER SECTION 4.SHEET a (2)3/I6•POP RNEr3, EACH LEG OF 2•$ BUM-Oar MOM ANDIE ALTERNATE WALL EXTERIOR ELEVATION AND SILL NAND AT SISIDES PLA VIEW A—A MOUNT FUR ONE OF PRODUCT OR BOTH ANGLES��,fee �\ OPTIONAL SIDE ANGLE (2)/1/0•.3/4• II% \I (FOR SFcTION 4.SHEET 8) TEKS OR 3/16•POP W 1 1/2'x 17/z•t 1f8• 0-2• RIVETS PER ANGLE TO MLI.ALLNONUM ANGLES N 10P& (()) AIDE BOTTOM OR TO HALL(2 REQUIRED) . ORETI/RDI ANOIORSS EA ANGLE TD SLAB ® 1/4.4 x 13/C TAPCONS/ORlIE-nM' O ENDPXCES MAY BE MT ANCNOR4 O 18.O.c. END OR I DID J/lIOP IeVET'OR E%GTINO SRNIQIWE •`5017• ,v 1/4'A 3/4'LENS 3 3 1/2-Mkt � J W(u I.. CORNER POST •S'• E OF CONCRETE � ISOMETRIC SLAB AT TOP AND BO TOM 9 n END,�w0r BE FLAT G TRAPPED END CORNER POST CONDITION WJ FLAT END HOP420WAL SECTION FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, ®2D,3,D,TY� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM �SEL•• CONCRETE BLOCK & WOOD (AS APPLICABLE No.44167 = FOLDING SHUTTER CORP. TILT TESTING&ENGINEERING COMPANY 7088 IEl6'IPFET RAu A�• ✓ eAss+LR See.M.m m vRmA.CwmOS n WIN 15-014 ® 1Tww:e3m7n+-1e]e.ra,(]05)8)1-1e11 pPW. eO0�e4 t-eRCE T{13 373'\��'y\ -maa:BlLecoOad.com ....m aP2.l„1LnA— DRAWOo Nn R-ooD8Tl8 \ WALTER A.71LLrt Jr.P.E. �"•w ra>r>wu °R n•� X1°4 °^C • y., FLORIDA Uc.0 44167 w.va SNEET-OF 13 WALL FINISH >1; n•" OPTIONAL RAM HOOD .YS. (NON-STRUCTURAL) . ..s, WALL FINISH O.OGO'THICK S.S. /10x3'S5.S.M.S. 3/4' ROLLER HOUSING LONG NYLON HUSHMGS(Typ.TOP) �I✓IFY:11071 AND 1'LONG CW.ROAM).EXCEPT AT ROLLER HOUSING MP.) 4 •FLS 0.060•THICK SS ROLLER HOUSING ..c. OPTIONAL RAIN HOOD ^� �)y':y".''„ (2)NYL/�5,� ` (NON-STRUCTURAL) �, 0.85540(TYP.) _ 1 6 2•x4'CONE.WOOD 'HEADER REQ'D. 1 /10 s 3'SS.SM.S.W/ 3/16'PLUM.POP 1 0.373'LONG NYLON CONT. RIVETS,O I B'O.C. f10H -� eUSHNG W/A 0.150' 0.163:0270• 1 LONG TOP SECTION 0 S00' X0.030' i 0.0.AND 0.245'i.d.AND ULTRAFAB 1 or 1 0713'LO BOTTOM WEA7HER gg SEC110N 0.320'O.D.AND STRIPPING EA 1 0.245'Ld. SDE(TYP.) ® y 3/16'AL.,POP 1 (TYPJ a �w MTs,a 19 D.C. 1 1 .:LMN.SEPARATION o MN.SEPARARON 2'X4'CONE.WOOD w�•' 1 TO GUESS HEADER REQ'D. (SEE SHEET ULE t aN�s1�EEf 1S) ®t ON G ON 13) _ 27X4•CONT.WOOD 1 PURE REWII 1 1 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) w COWSCIM c WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD 1111111, ��/' p.TI C� r� FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) 011AWN BT: t SEE LIMITATIONS FOR®ON SHEET 2 Q. ®201S TILTECO INC ' \GENSF' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ' NOTE NOTESs FOR COMBINATION OF SECTIONS: — I I 0.7/10/15 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO c — IL EO,wc.C FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = 70x4 HEMSRIEET PLACE IN ANY WAY TO SUIT ANY INSTALLATION. C3 T1LLff TE No$ENGINEERING COMPANY WEST PAW lEAM FL 33H3 ,�}�'.' esa A..see,a>,s..sm,vnwea OHmOs n selee 15-014 A'•. CLr` F1dw a 087Ie I:tat.ra.11.1W)oT1-lssl PH:1000-6q-8371 �0' F( RIQ r••'��: ES tat •oam m.rddlnpeNulltn.cam DRAWIfRi No ��j�`•'' \ WALTER A.RLLR Jr.P.E arn: eemlu e� FLOieM Lia IF 44167 was SLEET 10 OF 13 1/V0 x 3/4'7EKS SCREW OR 1/4'x 3/4' — BOL75 W/NUTS&wWITR O 6•QC. Cx8•(Mtn.)MSDNG WOOD BEW REQUIRED.STRUCTURAL ADEQUACY OF E%ISTIEIO WOOD BEAM 70 13E CERTIFIED BY REGISTERED ENGINEER OR ARCHrrWr PRIOR WA11 FINISH 0.060'THICK S.S. T SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION. ' ROLLER HOUSING 2.4'comr. C4 WOOD NEADER OPTIONAL RAIN 140M NOTE FOR COMBINATION OF SECTIONS: RED p" E0. EQ. (NON-STRUCTURAL) Q11x4•S.S.S.U.S.W/t •xJ 4 1- MOUNTING SECTIONS CAN BE COMBINED CONmomm Cy LONG NYLON.BUSHINGS(T TOP) IN ANY WAY TO SUIT ANY INSTALLATION. AND 1'LONG(Typ.BOTTOM),EXCEPT c .4. AT ROLLER HOUaS�ING(IYP.) NOTES: OPTIONAL RAIN HOOD \� �``"`"'tW�`f'1 (z)NYLON a3 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO — (NON-STRUCTURAL) �� ice;--''•' ,, ROu�S BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL a i 1N.8550(rip.) ' 3/16"ALUM. IL Uf�TI II _ 8 P RSL•, /f0 x 3'S.S.S.M.S.W/0.373•LONG NYLON - DUSHINC W A 0.160•LONG TOP SECTION ALTERNATE LEC O 18'O.C. 0,500'0.0.AND 0.243'I.d.AND 0.223'LONG I Pop R Ef5 LOCATION CONE, (SEE NOTE•) 0.163'x0.270'x0.030' BOTTOM SECTION 0.320'O.D.AND 0,245•I.d. O 1B'O.C. ULTRAFAB WEATHER •) MM.SEPARAMO STRIPPING E0.SIDE TO CRASS (ON �SHEET�) 1 'x MINS GLASS ON wi MIN.SEPARATION SEE SCHEDULE TO GLASS I WiT ( E1�(SEE SCHEDULE ON SHEET 13) �i ON SHEET 13) T -or ® T V ®T -A I 1 or® Y m ALTERNATE 3/16'ALUM ALTERNATE TEG w OPTIONAL RAN GUARD POP RIVETS O 5'O.C. LOCATION ALTFOTNATE LED AT REAR. i _rr�ter__- --- [ (SEE NOTE•) (NON-STRUCTURAL) LOCATION j i LL UJ r--r_--1 r_,,(SEE NOTE•) I E______-..___ -I I ALTERNATE 3/16'ALM it L�E3J II - 1 1 1 �� POP RIVETS O 5'O.C. . � , •, I i I AT REAR 2'x4'cow. WOOD PLATE o O 3/16'ALUM.POP RNtTS d n�I 'T 9 Y 10'O.C.BOTH SIDES - W Mn.13 3/18•ALUM.POP RNETS -� O 1a-O.C.BORT SIDES EO Q. 2'x8'MIN.WOOD . o S DECK REQUIRED 2'x4'CONT. I ; 1/4.0 x 3/4'HOES SCREW (NO FINISH ALLOVlED) WOOD PLATE I OR 1�4'x J 4'BOLTS W NUTS 1/4'0 x 3/4'TEKS SCREW REOTE / / &5/8'WASIIER O G'O.C. N 5 e'W 0011F.CIIW CI! / / WASHER OR 1 t/4'x J/4'BOLTS W/NUIS& CONNECTION C4 /B'•WASHER O 4'O.C. 2'MM.ED. p WALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW (BOTTOM) SECTION 7W FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) NOTE 0 :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED S�;•'•,\C EN,F•:`��i�� 02015 TILTECO INC. TETAN 11 FOLDING IMPACT PROTECTIVE SYSTEM RA INSTALLATIONS DETAILS INTO WOOD IL ECoiNc. FOLDING SHUTTER CORP. 03/10 INSTALLATIONS SCALE : N.T.S. a�1 / T�� nwr TESTING R ENGINEERING COMPANY "d'• /SIA - aSu xE xn 9.,sh x!,wsNu vlm4 rt.vlm WEST P DIOL FL3M131 5-014 �]m7n1-1}W.TED:CJ65Ix11-1511 PN:1800-813-4371 11:IRtxoOuol.eom �x+.FtldingehuNas DRAWING No 2$�,t ••'°(� DP '•'F�c wALTE®tiOWS77tTUIT 9r.P.E xn< .,..� aid FLOR.U..0 44167 MM• SHEET 1T OF 13 nunnl • MIN.O C oN e MIK es TO CCL-DN or®1 E1 �(OON SHEETE3) ► �(SEE O11 N sc"E,HEET13) w or ® � Li OP RCTUAIN GUARD I (NON-STRUCTURAL) i 1/4'0 x 1 TEK I 5 ALTERNATE 3/16'ALUM. na SCREW OR 1/40-20'x1 ETS POP RNO S'O.C. AT REAR S.S.MS W1711 NUT n , fl RIVETS WAS O 4'D.C. I r n 5i O 10'O.C.BOTH ES •RI EDGE OF SUB ----��— �--� .0 4o IF APRJG�E _ EDGE OF SLAB AL7ERNA LEC k l •R � � _ IF APPLICABLE ANCHOR LOGTAN n ._��� (SEE NOTE•)— a 1 21x6'WIN.WOOD DECK REOUIRED -- (NO FINISH MOWED) CONIECRON Cd EDGE OF ! 2'MIN.F- 0-SLAB IF EDGE OF 2'MIN.E.D. APPLICABLE SUB IF. OPLICABLE t SEE UARTATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _ VA SECTION 7113W (BOTTOM) 1 MIN.ED.--J ,'MIN.ED. NOTE FOR COMBINATION OF SECTIONS: 2'x C REQUIRED MIN.WOO OED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FINISH ALLONfD) IN ANY WAY TO SUIT ANY INSTALLATION. MIN,sEPARAnoN LASS FLOOR MOUNTING INSTALLATION NOTE: PLAATE`RE0D. 0D (SEE SHEEDUL SECTION 7AWBOTTOM) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ► WALL FINISH f or ® o (J)5/16TAG 2' 2- SEE SECTIONS 6W& 14W FOR MAX.A.S.D. DESIGN SCREWS WN AT MIDWON 2 1/Y MOL MIN.E.D. PENETRATION PRESSURE RATING 8 SPANS Y 1'.4'x 1/8' o 60U3-TS Ti IT 2 OF RAFTER E U.LUBSSUE AL 1/4'X4'(6063-T6)FLITEXISTING 21 WOOD RATE W/i/4�O xt-TEX TRUSSES OR RAFTER 27x4'MIN.WOOD SCREWS O 6'O.C.IN AT 24'O.C.MAX. STUDS O '/BETWEEN TRUSSESOR Soo' PLATE W/1/4Y x1'TE7C (2) 1/4.0 TAPCON OR 1/4'0 CRETE-FLEX SCREWS O 4'O.C.INIA ANCHORS oR/14 S WOOD SCREWS OR 1/4'0 8 BETWEEN TRUSSES IDX (IF APPl1CABLE� NDS LAO SCREWS AT MIOWTDTII OF EA SND W/ 2 1/2'MIR.THREADED PENETRATION INTO WOOD E1/4'MAIL PLYWOOD EXISTING SOFFIT SND 1/4'0 x 3/4'TEK 2 SCREW OR 1/4'-20 x 3/4' ROLLERS /10x3'B.S.S.M.S.W/1/2'0 x3/4'LONG E0' °' S.S.BOLTS 6. Nt1T5 d 0.855'0(TYP.). NYLON BUSHINGS(Typ.TOP)AND 1'LANG 1/4'I.J/4'TEN WASHER O 6'0-0- NYLON )BOTTOM),EXCEPT AT ROLLER HOUSING 6CREW O e'O.C. •J'Ss.S.M$•"/ MOUNT TO WOOD`,STU DS MOUNTING INSTALLATION 0.373'LONG EMON BUNG W'"°•'�°' I63.0.270, I • INSTALLATIONS DETAILS SECTION 1.4W (BOTTOM) LONG TOP SECTION 0.500' 1 O.D.AND 0.245'Ld AND ' MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 027.3'LONG BOTTOM MIN.SEPARATION ULT AB INTO WOOD SECTION 0.320'O.D.AND TD C1A55 WEATHER ► 'oy `AIINllllllllT�Fl/AIrA/A FLORIDA BUILDING CODE (High dX Non High Velocity Hurricane Zane) 0215'I.d. (SET:SCHEDULE STRIPPING EA or®f a SCALE N.T.S. •.T! (�•) ON SHEET 13) SIDE(TYP.) .� ,.•••.••••., 07015 IILTECO TNG DRAWN IN: ENSF'J9 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.ati.L w FOLDING SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATIONI h ENGINEERING COMPANY 7mT xACE SECTION 8W !ATOP) _°�, F ��` xJSS NW..lxei.54®-6gpWU pYSp6 811166 �T P� 3 ti x14/3 Ts-014 { V S vee..,XsuXm_,t .r..,X]men_,61, Rk 1e00-e*-fiS7, eLT E 0OO6Oool.cdn ..../eleT,a61Wn6,..6m„ DRALWNO x6 MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PS-171 WALTER A.TILLT Jr.P.E 'yj�Itl � FLORIDA U.f 44167IT mn.A, m SHEEP 12 OF 13 flINI11111H11 MAXIMUM WIND PRESSURE [osf.) CONNECTION CAPACITY SCHEDULE NN CTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fh (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fi) 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) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE UWA N SUM SPANS A VA,AuabmE CONCRETE CONCRETE BLOCK STEEL WOOD PREwm PSE ,OMAIKA� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONCRETE CONCRETE BLOCK t*/_1 PrassR+E PRESSURE •.Mm TYPE SPACING TYPE TYPE CONNECTION ANCHOR ANCHOR TYPE ANCHOR TYPE R+1 h-1 TYPE SPACING 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 g 417 LB FT - 388 LB FT - 134 LB FT 35 psf 100.0' 100" 146 lb/ft CI 6 473 LB/FT - 418 LB/FT 236LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 6 461 LB/FT - 4 - 202 LB FT 144' 744' 210 lb ft 12 3 7 LB Fi - 334 LB FT 166 LB FT 142 L B FT 271 LB FT 347 LB Fi _ �0y C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB f7 380 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 167 Ib ft .6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT C2 9 417 LB/FT - 362 LB/FT - 190 IB/FT 144- 9 390 LB/FT - 309 LB/FT •157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/Fr - 419 LB/FT 285 LB/FT 600" 60.0" ' 115 Ib ft 9 372 LB/FT - 309 LB/FT - 134 LB/FT 80.0' 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 LB/FT 202 l8/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 46 psf 97.0" 97.0" 187 Ib ft 3 1.813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 1 3 760 LB/FT - - 304 LB/FT 115.0" 115.0" 221 Ib ft C 9 D 1466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 193 LB/FT 9 445 LB/FT - 370 L13/Fl) - 134 LB/FT 144' 144" 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT - _ 60.0" 60.0` 125 Ib ft 3 972 LB FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 561 LB/FT - - 202 LB/FT 89.0" 89.0" 187 Ib ft 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/ET 3 912 LB/FT 682 LB/FT 364 LB/FT 50 psf 100.0" 100.0" . 208 Ib ft 9 226'LB/FT - 224 LB/FT - 83 LB/FT 120.0" 120.0" 250 Ib ft CS 6 h21 LB/Fi - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/Fi 155 LB/FT CS 6 339 LB/FT - 334 LB/FT - 125 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/Fi 681 LB/Fi - - 250 LB/FT 60.0" 60.0' 138 Ib ft 9 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT g 221 LB/FT 251 LB/FT 215 LB/F7 81.0" 81.0" 187 Ib ft C6 6 410 lB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT C6 332 LB/Fi 378 LB/FT 3 7 = - 55 psf 100A" 100.0" 229'Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/f7 307 LB/FT 120.0" 120.0` 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 IB/FT 756 LB FT 646 LB/FT 137' 134" 330 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/Fr C7 4 232 LB/FT 236 LB/FT 183 LB/FT - 60.0" 60.0" 150 Ib ft 305 IB/FT 310 LB/FT 315 LB/FT - - 80.0' 90.0" 200 Ib it 2 12 388 LB/FT 460 LB/FT 409 LB/FT - - 60 psf 100.0" 100.0" 250'Ib it 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/F1' 168 LB/FT C8 8 582 t8/FT 691 LB/FT 61 - 115.0" 115.0" 288 Ib ft G8 8 736 LB/Fi 894 LB/Fi 614 LB/FT - - 397 LB/FT 252 LB/FT 6 777 LB/FT 921 LB/FT 819 - 131' 128` 346 Ib ft 8 982 LB/Fi 1194 LB/Ff 819 LB/FT - - 530•LB/FT 336 LB/FT 59.0" 59.0 160 lb ft 65 psf 92.0` 92.0" 249 lb/ft 100.0" 100.07 271 Ib ft MIN SEPARATION TO GLASS SCHEDULE .SCLC-10$$-Wk1MQLE 0 SEE GENERAL NOTE C.2'ON SHEET 1 126' 1 123" 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 it SLOT 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 1.2,3 ZONE 4 O 1/4"0 7APCON C ADVANCED [3.00" 50" 2.50" R N/A 4.00" 4.00" N/A N/A 75 psf 100.0` 100.0" 313 Ib/ft READFORM TECHNOLOGY 11T 114' 387 Ib.ft 5•-10" 2 1/2" 1" 2 5/8" AS LESS B 1/4. 0 x 3/4" SOLID SET .50" 3.50" N/A N/A 3.00" 3.00" N/A N/A' 80 psf 113" 111" 400 Ib ft 90 psf 107" 104" 424 16 ft >5'-10„ 2 5/B"+ 1" 2 3/4".F O 1/4' 0 CRETE-REX 3.00" 0 N/A 3.00" 3.00" N/A N/A 100 psf 101" 99" 447 Ib ft TO 8•-3" 110 psf 94" 90" 466 Ib ft 1/4" 0 ITV-BUILDEX 120 psf 87" 82' 484 Ib ft >8•_3• _ E N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80" 76" 483 Ib ft TO 12•-0" 3 1/2 1" 3 5/8` TEK SCREWS 140 psf 74• 70" 484 Ib ft F X14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00" N/A 150 psf 69" 66" 483 Ib ft 1/4 NDS LAG SCREWS 160 psf 65" 62" 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. \```AAA\A A17�(�/AAA4iA FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) AHOTFS: + EXCEPT THAT 3 5/8' SHALL BE USED L+:MA1nuuM ulowalTtF PRoouc7 SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, �` Q•' \GENSF' . ��'�� ®2015 TM�O TRAM If FOLDING IMPACT PROTECTIVE SYSTEM ° BY. w•.a•/N.L' GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. .4. 4A& 7A. L-:MAX.ALLOWABLE A.S. PRODUCT SPAN FOR A FOLDING SHUTTER CORP. Ql/ATEIs GIVEN NEGATIVE A.S.D.DESIGN PRESSURE ��q °"n RATING. �C: � •*= 7°99 NEIRTREET PLACE W • / C; TIT TESTING&ENGINEERING COMPANY NEST PALM KAM FL 33413 FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS "O .5 TE OF um NN.xn SF.v.3JL Waau 9iF n.WINPIt 15-014 EQUAL 70 THE MINIMUM DETERMINED PRODUCT ,.[L(L`` "+1eg-'�'o;lt�mewFe�aollmm 1 Iv1 ..�.1io1 EFe,�.ea+. DRAWING N. SPAN BETWEEN"L+•AND t-'. /,�••.Y4'L c� EB-°006719 'y,,E•,F/ pyS ry6�tL�f FLORIDA Ua j 44167 wN.WALTER A.MIT J, PC SLEET 13 OF 13 4, t