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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Ll I SS ' rssio . e Em- �olida DepifIlwitd BCIS Home I Log In p User Registration Hot Topics Submit Surcharge ? Stats&Facts I Publications I FBC Staff 1 BCIS Site Map Links !•Search Busines FrofI Product Approval essi ess USER:Public User Regulation Product Aoproval Menu>Product or ADplication Search>Application List>Application Detail t FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm.Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code htt„�•//flnri�ahiiilr�inn nrrt/r�r/r�r �r,r, rats ��,,.r`)„gra,,,-.xT(:FVXll.artTln�r7aR(1„T�„(1(1P�r1 7 7/1/7f11 S Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 ,Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Did Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E.PE-44167 Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE FOLDING SHUTTER CORP PrO.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts- ®®® seauri nn�xicy httDs://floridabuildiniz.or2/nr/nr ann dtl.asnx?naram=wGEVXOwtDav2aBOnHnOOeEr17,--- 7/1/2015 Customer: SINGER WorkOrder Number: 01252017006 N0301 .Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 46 26.75 72.5 40.25 77.5 74.25 9"o.c. 9"o.c. 2 46 26.75 72.5 40.25 77.5 74.25 9"o.c. 9"o.c. 3 46.9 27 51.5 40.25 56.5 53.25 9"o.c. 9"0.c. 4 46.9 27 51.5 40.25 56.5 53.25 9"o.c. 970'c. 5 54.8 49.5 50 63.25 55 51.75 9"o.c. 9"o.c. 6 45.1 37.5 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 7 45.1 37 72.5 51.75 77.5 74.25 9"o.c. 9"O.c. 8 45.1 37.25 72.5 51.75 77.5 74.25 9"o.c. 9"o.c. 9 46.1 37.25 51.5 51.75 56.5 53.25 9"o.c. 9"o.c. 10 46 37.5 51.5 51.75 56.5 53.25 9"o.c. 9"o.c. 11 40.9 165.75 73 188.125 80 76.75 9"o.c. 9"o.c. I tin 0 M 11 m, Castle Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: SINGER Wind Zone: 165 MPH. Address: 3340 CARACAL DR Exposure Category: D FORT PIERCE,FL 34949 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening I IFLocation Device Device Device Max Positive =MaxiveNumber Zone Width(in) Height(in) Elevation(ft) Pressure(psf) sf) 1 Int 26.75 72.5 7 42.4 -46.0 .........._._...._..--...............................---- ........................._.....----._.........._............._...--------...._.........._............._._............__...--.---..__............_......................._......__......._.............._..__.._.._._..__.._......_......._.................................. -........_................--- --...._.......... _....__....-- 2 Int 26.75 72.5 7 42.4 -46.0 _ .....-----._.--_.........._ _ - - -- 3 Int 27 51.5 7 43.2 -46.9 . . .....-..__..................._........-.......----...__............................. --..._._.._..............._...........-...--......................_...--_ .._................................_.......-.....--.................................._..........._...............................---_...- ...__....... _ - ----......_..... --- 4 Int 27 51.5 7 43.2 -46.9 --...........-------------------- ....- - _.............. - --------- --- --- --- - 5 End 49.5 50 7 41.7 -54.8 ---...._.. ---........_...._-..__._...-...........-------.._................._...-------....-_.................._....__.._... ----...._......._......._.....------ ................. -._....---_.--..._ -- _ -- --..._................._.._........... _.. 6 Int 37.5 72.5 7 41.4 -45.1 - -...._._._.. ._....------..._..._......_.........__. _......._...-----._._.._.._.....-----.._._.._.._....__.._.. --......_......- _.__...__-------.-.._ -.......... ------ 7 Int 37 72.5 7 41.5 -45.1 ---......_..............._....._.-.__...................-----.........................- - .._.._....._-......................._..........._._......----._...................... _....... _._....... _..._.._.... _... ._...............__... __ -- -.......---......._.....__._............. ---..._..._..............---- 8 Int 37.25 72.5 7 41.4 -45.1 - ---..__.............------....._.................--_. _.._........_......_------ ------.... ---......_._...... _... -- 9 Int 37.25 51.5 7 42.4 -46.1 --- -._......_...----.............__.._..._.._._..._........----.._.__.......__._._. .-_........... ---- ._-._._........_.._._. _..._.._..........--=------- --- -.......... __- 10 Int 37.5 51.5 7 42.4 -46.0 11 Int 165.75 73 7 37.2 -40.9 Prepared in accordance with:ASCE 7-10,Chapter 30. WindLoads-Components and Cladding.5th Edition(1019)Florida Building Code. Page 1 of 1 GENERAL NOTES: 1.TITAN II FOLDING IMPAC(PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING. 0=0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM _ MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(TINE)AND OUT OF THEM(NRAZ). MANUFACTURED1/4'm TAPCON W/ADVANCED THREADFORN TECHNOLOGY,OR 1/4'0 CRETE-FLEX.ASMANUFACTUREDElf ITW/BUILDDf, INC&ELCO CONSTRUCTION PRODUCTS.RESPECTIVELY,OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. DESIGN WIND LOADS SHALT.BE DETEAJINED AS PER SECTIONS 1820(IMiZ)& 1609(NHVHZ) OF THE ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED AS REQUIRED LTY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALTIY 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 VOW WE ABOVE CONOTTION.ULTIT1110E DESING WIND LOADS DETERMINED PER ASCE 7-10.WILL BE FIRST C_t) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'm CRETE-FLEX OR/14 NOS WOOD SCREWS OR REDUCED M AS.D.DESIGN W9A LOADS Be MULTIPLYING TTEIA BY 0.8 IN ORDER TO COMPARE THESE W/DNX.(ALSO.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR Cl THRU C4 AND C6 THRU C6 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 SLOW.BE CONSIDERED AS PATE OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MOI USED IN THOR ANALYSIS.A DURATION FACTOR CO m 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 SHALT.BE AS SHOWN ON SHEETS 10 THRU 12- FOLDING 2FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626&1809.12 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WAW,ANCHORS SHALL BE LONG ENOUGH TO,REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (HF-T.I.). HURRICANE TESTING LABORATORY(H.T.L) &AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE- TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1818& 1604 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE: MIN. 12 GAGE.FY-33 K.51(MIN.)MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&(9 SHALL BE S 10 x 3', 41 O-HT MINIMUM SERIES W/173.8 Lai YIELD -1/4'0 ITW BUILDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH& IB7.4 W TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING.AS NOTES' MANUFACTURED BY WHITFORD 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 TIED BUILDEX TEN SCREW 1. FOR 6083-T6 ALLOY AT SLATS SHALL BE FY-25.9 keR. 4.ALL SCREWS M BE STAINLESS STEEL 304 OR 316 SERIES W/50 Lai YIELD STRENGTH AND 90 W 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 TET(SCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLAY WITH ALUMINUM MANDREL B.IT SHAT BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHURER SHALL.ONLY BE ATTACHED TO CONCRETE. BLACK OR S. BOLTS TO BE ASTM A-3D7 GALVANIZED STEEL,OR A61 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS 'DURING PERIODS OF HUCANE 6.ANCHORS TO WALL SHALL BE AS FDLLOWS: (UNLESS OTHERWISE NOTED) S. WARNINGS HOME OWNEEXTENANT.OACH UNIT MUST BEAR PMANENT R OTLT HERS, MUSN AS LE PROPERLY CLOSE ALLPLACE WITHGCNETOERPIECES 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. BUILDEN.INC.TO MIN.1'c=3192 psi. WITH SECTION 1710..83 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. re 3000 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Fc=3350 psi. it.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY YATEI SPECS INDICATED IN THIS.DRAWING PWS ANY MOTES: BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEE 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 PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3 4'SOUD SET ANCHORS SWILL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (8) CONTRACTOR O OORSTO ON RESPONSIBLE FOR EVALUATION SELECTION, NEPURCHASEEA D INSTALLATION HOT INCLUDING IAA7E FRDN�TE OF THIS NO EMBEDMENT INTO STUCCO SFW1 BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL ANCHORAGE SHALL BE SHALL BE LONG ENOUGH A5 INDICATED ON NOTES A10&R REACH THEE . N STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EA.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'm TAPCON W/ADVANCED 1RREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX, INC. - 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.D.SHABEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPAID IT. NOTES: THIS DRAWING SHALL ONLY BE USED 70 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'. PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. ````AV\� � ' FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) B2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG ��CENs'• ���'% AT ®s0m mTEw INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 110 MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WTIFI NO STUCCO. if wc./1LL B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WAIL. = = FOLDII�SHUTTER CORP. 03/10/16 ANCHORS SHAT BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE I L E C O E x N;. DATE SFW1 BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE 70M HEMSTRET PLACE L3 MUIT TEM h ENGINEERING COMPANY Et aI41a 15-014 3m.vwx sva-Y--%n...1w wEST'vAul BEAa+� Al flv�.L3m1s>'1-19m.Fm,,E�7aN-1.1 PW 16T0-61]-6371 R10- •.e-, 611�Ecom . jwm m-l_ Lxuw Rc No WALTER A Jr.P.E ax r ®o me Yi°AAAA ,W nOiEW IN 44167 Mw. v s EET aGm• J97J' 291,• aem' �• py.� � �. ,.ae6• 2 2�' .o6z R N SLAT 2710' 606J-T6 ALLOY ® SLAT WINDOW Q L—END Q FLAT END © EXTERIOR CENTERPIECE (TO BE USED FOR ALL INSTALLATIONS 6063-T6 ALLOY 6063-75 ALLOY 606J-75 ALLOY MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE 6063-T6 ALLOY DETAIL ON SHEET J) JO FEET OR HIGHER ABOVE GRADE' MEASURED AT BOTTOM OF OPENING 606.7-T6 ALLOY SEE COMPONENTS 20,21 &22 ON >> SHEET J.) a6er s7r- ns' zrJ2 rsel'— 2718• 2017' •$ S2.fT0' �. f9B7• .rp• .oBT•� S LSS „.r10- •s]r .coo• .am• mo � r 8 .too' � � 8 .osY .65D- j d f.I6Y 'ORS- ^.0 - .061• mT• S o � ��/ Lao- .ees• .WY • 2.715- 2537- 3715- 2813' R 2n6' © FALL HEADER ©Grp�2,� �t�7� B.O. ® CEILIlVG HEADER ® BOTTOM SILL TRACK ® ' BOTTOM TRACK ADAPTER 6063-T5 ALLOY SILL�HEAD TRACK 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY sro• zeTe t2 .o9B• COMPONENT a b tt l2 .v2e- . .� 13 2- 5'MAX. 0.125' 0.125• car 2' 4'MAR, 0.25• 0.25• $ ¢ i B®' 1© 1' 2'MAX.L I 0.062' 0.062' 4118' r77��17-�T-�1` ,1�T r� ® RAIN HOOD ® ALT. BOTTOM TRACK ADAPTER (R BOTTOM RAIN GUARD © ALUA'R UL1 1l1.Gr,••S 6063-75 ALLOY 6063-76 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY - ''� C 0 MP®NEN TS d FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) .ou'—� ;`�•,.••••••••.••r/,91i� ®20,57LTE00INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM mwmW ENSF I © 3/8"0-16 ACETAL �7�� 2oOo 1 L E C O�wc. FOLDING SHUNER CORP. °SDATE15 ® LOCKING TUBES TNLT TESMO&ENGANEERRIa COMPANY WW P�FL 3MIJ THUMBSCREWS * . �, „'2, ,;,y Plt eW aT1, 15-014 FOR 4 & AT CENTERPIECE ® CORNER POST = o-1jr tl . .,.Jd&.;.h ee L�M�4. 6063-T6 ALLOY 6063-T6 ALLOY MIN. 28 1/2'LONG �i�� \ Y1k7ER A.milt Jr.67 �1�• �71ig FLON10k D�/44167 m/�w• � SIMET 1 OF 1J ,- !TlIIIIIIIIINII\ - . r� 1r---ATTOP i ; (3)ROW OF ' �TaeATTOP ' mae Ifs"/"'11", i mm E'A SPACED , O 3f8"APART ; r-------� 0v w B07H ; Z_C0.FACH SWE TABLE 1: SOURCES FOR & 00DIREGRON3. I ; t ; i OF WINDOW(SFE TABLE 1) . Sur$ a L P, MUCKLE ' 00 i UrCMf i i ' TYPA'Ai.PROPERTIES STANELN4D $itE.R SAW Atmo EDE£ t7YP) j 000 frta') rorty./SaD&Z PLA= N , aaa i i i 20 l3usce4. Lf.-VAKRMAAY 31Lim SOS Rim i 000 i e SPECK GRAVITY ASM 0792 0.043 tb n 0.043 IbA.' 000 FL___ ___� t: r eta,A10+W TENSILE'0E7wt, .0 SiRRNCOt ASTM 9639 9x0 PAL 9.500 p.�.T. qq FLULWAL STRENGTH At YIELD ASTM D790 12.500 P.W. 13.400 p.nL FLEDMIRN.MODULUS ASAI 9780 340000 psL 345.400 p.aL O i 7.COO. ''MW Ixn '�-�END /807TOM !� a p i Mq)�, ' S y ' OF Nmww NOTCHED iZOD AStN 0239 E8 R-Ibfln t7 FF-Ebjtn. BURNING QmRACTDRtqiIcsw TABLE 2) ME SMOTE DENSITY ASTM 02913 47.2% 64.5 IT MAX RATE OF BURNING ASTM D835 C-1 CLASS G-I CUSS 4 i S i SRF IGNITION ASAI D1929 E040 F 990'F sEAr KwDow 4 tr�T i , SLAT WWOW fill A_ ame TwAr IrAnMNQ 15TU 0155 lug ; i V S ' I POLYCARBONATE WEHONG 7945ItE 5RTQNCM AFTER WFATHF10N6 ASTM 639 8302 pa..T. 9940 pai. ' T.ACX7� ' g h ' i H7NDOw(SEE 7.481£i) TENSILE SIRESS BEFORE WFATHFRINO ASAI 639 9491 P.11. 9990 Pa.L i ,ug11 i i -A4KX(2)01NDOWS CLAY BE 7N ONE STAT STAGED A MWNAAUM 0 24"APART• M77H 12"WN.FROM n { N i ENDS OF sLAT TOP d 807TOA1 —dL suT MUST Ewr BE wsrAUED AEL4405 . TABLE 2: SOURCES FOR ' nu l+OeecW 70 P!£CES�OR© i , OP sur i .NOR A7 CORNERS OF PRODUCT SIANIVIRV M4S7ER TOOL COMPANY def see nveytr� �0em�f'r PROPWIAES OX0 ;! '_ _'. i �.?ia'AA. ndtTLOW I}rr2liiL REFENEAY,E BLACK AMOK PART 000 j2014" a°a s � (ELEYADON) PHtsrA_ XNO K 0000 ; sK7RAT"S ; ; LOE0) SPEOFR:GRAVITY AM 0792 0.042 Ib/W ') 000 MIR) ' 1 I HTNODW ' t ; TET157LE YIELD STRE7iGTH ASAI D639 11.500 P.n.L i 000 i (3)ROBS OF ; tiaaJ ao ; atom FUDCURAL STRENGTH AT YIELD AM D790 15.000 p.1 O O 1! 0 HOLES i i , ' �0 i EA SPACED i L_____�_J , @ _ MODULUSASTH 0780 45D,000 pal TOau,BOfO)Y I M BOTH I 10 pAT0onui 1 .OTs a�Ju' NOTCHED IZOD ASTM 0259 0.6 FT-4b/1. ®oe i D1R£C170NS. f race ; IIIA •n y�zq♦-�ryLT}'L orf•m COEFFICIENT OF THERMAL COVINSION ASAI LIM 5.3 r iD lnftl=F ` I i M-'/ •�11 SNLiL"��lF MW a.Llr �N�G-PER-E AS.0!I9 �?F m BE USED AS AN OPHON FOR AU R/STAUANOhtS �N���—�_. OW ELF4IT,�,, W UNAER tARG£A9SS71E MAY 1NCLUt1E PERFDRATT¢At,S -.PER(THIS DETAIL TYPICAL JA SLAT WINDOW DETAILS MTV. 2"2APART(OVS Af4C�EVF'1TY 0 SLATS). (M STAGED W1_—s,M VIEWING WINDOW & 2�J � 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) J SLAT WINDOW ELEVAllON (LARGE MISSILE IMPACT) }}} J/pA FLORIDA BUILDING CODE (High&Non High Velocity Hurricane Zme) .•"""'••. J9yyEN, �i �7D15TLTE1,%11NC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AAV�° FOLDING SHUTTER CORP. Z nL11T TESTINO d ENGINEEATNO COMPANY 7099 HEIASTREET PLACE axe av,xw sL s.aro.wna,y oYRnaL$3 a„m WEST PAW 10-643 FL 53413 15-014 .rC OF AW N30ay{1,-,6a0.n.:OPSMn-,9a, PH:ELt7o ACIL F 37E o--rt.e+t t000671ad.eem wrid6w+hutt—ow" WAYMa Ha i E9-0008719 WALTER A /Jr.P.E. FLORIDA,Ua 44167 <vw.e 3HW 3 OF 13 nH,.• • du,..uLLul�`l�i -r 6 . lJ, ,Q8 + 13 A Ai 2 0'r W/ Q ,16 , i�7 OR 19 M t w In zO to USE O.C. FOR FOR ♦ NOTES ON @& LOCKING TUBES((�ATO&SQ. PANS 1� r0 2 w UP TO 99' o ' M 1.TWO(2)@5 SHALL ALWAYS BE USED AT PRODUCTS MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99'. USE THREE (3)aFOR LARGER = USE(3)((�J AT 3O"O.C. SPANS SPACED AT 30' O.C.AT MR>.SpAN. COMPONENT 0 MAY BE FORLARR(3) 99"UP TTO 144' INSTALLED © LOCATION OF @ SHALL 8E AS SHOWN ONE TYPICAL ELEVATION. N oQ 2.(2) LOCKING TUBES SHA ALWAYS BE USED TOP &BOTTOM AT 11 ®SHALL BES ECUR D Wd LEVERS A SHOWNAON SHEET LOCKING K1HG TUBES ORI I L 1 (Z t 1 SEE LIMITATIONS FOR ON SHEET ,i t t t SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL HEIGHT,FOR CONCRETE. CONCRETE BLOCK OR 6 . . O+ 13 , + 16 ,�$ + 13 , WOOD INSTALLATIONS. ' O ®+ 11 . 9 + 10 9 + 10 + 1 UNLIMITED WID TY ICAL ELEVATION 46 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. 11�yttP 11Vl1A� +'' SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. \p\\\ T)C rf.. SEE SECTIONS TAW, TBW, BW & 14W ON SHEET 12. •. J �. FLORIDA BUILDING CODE(High & Non High Velocity Hufricone Zone) \ti -��-TOSSm' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Vii' qi 67 i`_ 111.1 E C t? en FOLDING SHUTTER CORP. TlLL TESTING t ENGINEERING COMPANY NDION HDBTRW PLACE T PAM 57411 M1E 65A RY.NAK 4 Sta 3w MIGN,OYRl16.A 51106 �/IEIS ' C1�� nw=t366Nr+ PIE 1800-m-�tt 15-014 M6d 61temGocLeam n.../d�npM6tu.i.cam RRAinNO Nu W TkR A 7R11f Jr.PE. . �m 680 v.r arsml u>< F1,A,.DA Uc/"167 atna>r s SHEET i OF 13 'r POURED CONCRETE OR CONCRETE BLOCK YJALL REQUmm u`.. ( 0.060'TNICfC ISS. OPTIONAL R4N HOOD OPTIONAL RAIN HOOD POURED TRIM NON STRUCTURAL WALT. s 5-,EE�SHfET 13),.. ROI.I.FR NOUS (NON-STRUCTURAL) {NOR-STRUCTURAL) (DECORATIVE HEAD) } b S LOD0 2.500'MIN. WIN. E.D. n ASSRO NYLON) Ir {CarteCDOW C2 % I OPTIONAL�'� {A14 HOW luRn�} 1 1 /10 x 3*S&S-415.W/ e 1 0SHIN IANC Ixi / 3/,a'ALUM.POP RNETS, 1 1'3 1 allSNMG w/A 0.190' 3/16*ALUM /I,,-•z O 18"O.C. 1 (2"xC MAX.) ,i LONO TOP SECTION 0.500' CONE POP.0, a �`� 1 O.D.AND 0215"LCL AND D.1&Yx0.27D' O ia"O.Q i t/4'D 11W BIgLDFX 1 0.223,'LONO 90TTOM 0�0' 1 SECTION 0.320'OD. AND WEATHER i MRN.SEPAPATiTN ii IMA Fam Trom� 0210'Ld. SLRIPPING EA. POURED CONCRETE TD GLASS 7 OR 1/•!'0 RCd 1 SLOE{]TP,} OR CONCRETE BLOCK {SEE SCHEDULE �.I COf+STBILCilIX1 PRODUCTS 1 1/4•IIx 1"tEl< 1 ! or WALL REQUIRED. ON SHEET 13) ! Ofd; WJ 1 3/1' SCREW OR 1/4t-20iA• 3jia' S.S.NS NTRi NUT h MIN.ETiBFSMEHf O 6'O.C. i 0 is'Q.C. WASHER O 4"O.C. POURED CONCRETE 1 � 1 ®tr 1 WN.SEPARAiTON OR CONCRETE BLOCK WALL REQUIRED. TO CLAS ! or ! or (SEEON SCHESHEET 113) ®t ®T 1 6R REDCONCONCRETE BLOCK y 3 $ _- 1 N7 ro GLASS DON &r WALL REQUIRED. q �'�-(5EE HEFTSCVE13) 1 ON SHEET 13} CONNED.TIW @ 1 Of „1 j ".� (SEE SHEET 13) a ' I/4'd x 1"TiOf T •z _ SCREW OR 1/40-20'x1' SS MS WITH NUE a WASHER O 4"•OL, jtOx3-S.S.S.M.S.W/1/2-0 1/4'0 ON SUUii£X xt'Low NYLON WSNNCS TIREWFOfat YEGIN I 0 t am 1a) (Trp•SOTrON),AND 3/4" EW s/+s¢DQ smm : BOILERyp,TOP}.EXCEPT AT WALL FACE MOUNTING INSTALLATION CONSTRUCTION PRODUCT"' ROLLER HOUSING(UTP.) �y SECTION 2 N.EMBS)M w/1 J1. 1 (2'x4'MAIL} L6ra EMLmwEtur a 6'oc 1 WALL FACE MOUNTING INSTALLATION DEANS SECTION 1 1/2 SPAONO ANCHOR tWADMG GROUTED BLOCK REWIRED 1Q00 2-500.MIN. ---•—' (MIN.i-2 Imt GROUL)OR POURED CONCRETE EXISTING WINNG N STRUCTURAL O s AJ1011lFt SPACR/D SWAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR (6 MOUNTING INSTALLATION, INSTALLATIONS DETAILS INTO CONCRETE 1EGML a MAX.A.S.D.D£S{GN PRESSURE RATING - 465.q, -90.4 PSf & CONCRETE BLOCK "�"' 111 9f'//AAA�iA FLORIDA BUILDING IXIDE(High &Non High Velocity Hurricane Zone) SCALE N.T.S. T2` E ••••, 02015 nTmO INC.`STITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAN1'�:''\\C NSF •..• _ AL"8 NOTE FOR C MBI TION OF SECTIONS: * E.D. = EDGE DISTANCE ^- i FOLDING SHUTTER CORP. N5 M l 011oc. oATE l MOUNT' I SUIT CAN AL ATION.NFD (SEE SPECIFICATIONS ON SHEEP 13) ,�= 7088 1@sTt1E1T PURE W ANY WAY TO SUR ANY INSTALLATION. ;C3 '• TILLUT TESTING 8 ENGINEERING COMPANY Wp7 PAW ,n 331,3 Q'• l F .Ct am xT x0- M a.5w wwu rx1v6 n a,oe 15-014 ' '.y�f3 P s.'.wt,{!`� I"u•.s ®staE ff�s-sal, tem-at7�3Tf 'Y dfgallvthn.00m DRAWING Nt 1 SEE LIMITATIONS FOR @ ON SHEE!2 Uc&uta 7777[SNEET 5 OF 13 • uttl»ut 1/4'0 x 3/4'TDB SCREW OR 1/4',3/4 �— BOLTS W/NUTS&WASHER O 6'O.C. 0.060'THICK S.S. I I POUBED CO ROLL HOUSING I IN.SEPARATION NTN.SEPARATION . TO GLASS ETE BLOCK WALL TO CLAW • �� OPTIONAL RAIN HOOD I�—(SEE SCHEDULE WEE SHEET 13) 'r COAY1Eiil�1 a EQ. (HON-STRUCTURAL) I ON SHEET 13) J Or ON SHEET 13) ®t a �_ (SEE�SIfEET_73) - i " /10>L7'SS.SNS.W/1/2'A ALTEFMTE 3/16'ALUM ®T ALTERNATE 3/16•AWN. LONG N1wN BUSHINGS POP RIVETS O 5.O.C. POP RNEIS O 3'O.C. (TYP•TO AND 1'LONA(11'P• AT REAR AT FEAR. $ BOT TON).EYOFPf AT ROL!!_T7 ' HOUSINQ 2)NYLON 1 J 0.B55*0(TYP.) 1 n ,0 9 1 EA.EO a i RrvElS •i %I 1 Ian u POP 3/16•ALUM.POP MVETTS 1 i 3/106 10.OC.BOTH SIDES S \\ML ®10.O.C.BOTH SIDES SG µ 3/16•ALUM.POP 0. ORIENTATION 8 RNETS O 16'D.C. /10 x 7'SS.S.N.S,W/ 0.373'LONG HriDN M:0.163'x BUSHING W/A 0.150• I MIN.3/4'PU'W000 RFAU3R/E4D•PLYWOOD LONG TGF'SECTION 0.500'1 MIN.SEPARAn 10 GRASS DN 11LTRAFAB�• s REQUIRED g 1/2'MIH. O.D.AND 0.245'i.d,AIN WEATHER X1/47 0 TAPCDNS OR n o 023'LbNG BOT10M (SEE SClIFDi1LE STRIPPING FA J Gr CRETE-FLEX 1/4'THRU BOLT W/ SECTION 0.320'O.D.AND�ON SHEET 13) SIDE(TTP.) ®t �q ANCHORS 6'O.C. ��NUT O 10'0.C; 0.243•Ld. " 1/4'R& NUT W/ 8 - 1/4'0 TAPCONS OR '�• WASHER&NUT O 5'O.C. CITE-nEX ANCHORS 6'D.0. POURED CONCRETE OR - CONCREIE BLOCK WALL 0 Or REOURID 2'x4'OR 2'x5'x1/B' POURED CONCRETE OR 5'k3'x1/B'8083-TB CONT.AUNAi ERE 3/16'AWN. 6067-T6 CONT.AUfll. CONCRETE BLOC(WALL AWN.ANGLE OR BUTT PLATE 'PO RM6T5 O 5'O.C. ®Y ANGIE. REQUIRED AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION-6 c MAX.A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF MAX.A.S.D. DESIGN PRESSURE RATING- +66.0, -66.0 PSF C= � 9 3/16ALUM.POP RIVETS O I M.SEPARATION • / R 10.O.C.BOTH SIDES TO GLASS (SEE SCHEDULE ON SHEET 13) ALTERNATE LEG J Or &ANCHOR ®T 0. ORIENTATION CONNEIMM C3 ALTERNATE LEG (SEE SHEET 13) &ANCHOR MENTATION I/4'0 x 3/4'71](S SCREW W/ •i I POURED CONCRETE OR S/8•WASHER OR 1/4':3/4• o s CONCRETE BLOCK WNL BOLTS W/NUTS&5/8'WASHER O - 1 • REQUIRED 4'O.C. •z 8 _BUILD—OUT FACE MOUNTING INSTALLATION � � ,04 Via„ o SECTION 4 1 (SEE`SiHEET.13) • MEQt/4'e x 3/4'TDKS SCREW OR 1/4'x 3/4'80115 W/NUTS POURED CDN &5/8'WASHER CONCRETE BLOCK WNL INSTALLATIONS DETAILS INTO CONCRETE REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. Jtt A (BOTTOM) FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) ;.P�,••,.•'••••.,•,•J���' 02015TILTECO[fr. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAMIN : NOTE FOR COMBINATION OF SECTIONS: * S. ��G S EO. = EDGE DISTANCE ENA0.~` 03/10/ 11-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. IIN ANY WAY TO SUR ANY INSTALLATION. �-N IL E C O INe. DATE • •:'��/ •*= TILLIT TESTING&ENGINEERING COMPANY GLSTPAWf1-9 HEM617REET L PLACE ew xlr.xlu�sL.�.m1,=T,(=n atc4 15-014 t SEE LIMITATIONS FOR ON SHEEP 2 i.p�.,, $ () ��` Pbr•(�emn-tut o tss1 PTI:1000-841-aT71 A:OlemOod.txxn xn.ld6igMuUae.�m DAANIIG No WALTERA. Jn P.E 01' FLORIDA Lia./44167 •+Ao/� xs 5H6Ef 6 W 13 •IAN.E.D. Q. POURED CONCREIE C0NNEGIM C5 REQUIRED (SEE SHEET 13) 0.060'THICK S.S. RC11ER MOUSING OPTIONAL RAIN HOOD . � (NON-STRUCTURAL) 5� (2)eDwn to s Ss w/t ROLLERS D.t155.4(TYP) .3/4'LONA N V ONG NGS (Typ_TOP)AND 1'LONG(Typ. I 8 BOTTOM).EXCEPT AT ROLLER HOUSING(TYP.) 910•3•S.S.I.M.S.W/ 0.373'LONG NYLON I 3/16'Aux BUSHING W/A 0.150' POP RIVETS, I LONG TOP SECTION 0.500' O 18'O.C. O.D.AND 6215'Ld.AND CONE 0.163•.0.270'.0.030• 0.223'LONG BOTTOM ULTRAFiI WEATHER SID SECTION 0.320'O.D.AND STRIPFlNG Ek SIDE(TYP.) 0.245 a. �! or 1 or B 'LY MATO GLASS ®t ut T 141 (SEE SHEET 113) MIN. ON W. ON SHFET 13) v TO GLASS (SEE SCHEDULE ► or ON SHEET 13) ®t I MINT S� n W 1/4'r.t'TEK SCREW OR `rte 1/41-2011'S.S.MS WITH (SEE SCHEDULE N OPROTUL RAN GUARD NUT&WASHER O 4'0.G ON SHEET 13) 1 Or•3 (NON-SRLACTURAL) I 7 ®t 3 ALTERNATE 3/16'ALULL POF RNETS O 5'O.C. I OPIIONPL RAW GUARD AT REAR. (NON-S1FNU(:NRAL) I o ALTERINTE 3/18'A.uM. 9 AL7ERNAlE LEG o n PoP fdJEiS O •O j LOCARON WTIH tO 1y AT RFAB. '•1 3/16'ALUM.POP RNEIS ANCHOR C014,10011011 n . 9 O 10'D.C.BOTH SEES \\` (SEE SHEET 13) 3/a16•1D' .c D..C. POP RIVETSBOTHr - _ egTn scars EDGE . SLAB IIFFG1- EI IF APPUS POURED CONCRETE OONNEMM GO APPLICABLE REQUIRED (SEE SHEET 13) POURED CONCRETE REQUIRED. POURED CONCRETE •MON.EO. REQUIRED (SEE SHEET •YIN.E0. •MIN.EO. (SEE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. ` ♦!� ��r7 FLORIDA BUILDING CODE(High &Nan High Velocity Hurricane Zone) FOR COMBINATION OF SECTIONS: TK ��\P��•-'"'•••"'•. L 02015TU31MOINC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM N AVINff NOTE -. E.D. - EDGE DISTANCE ya•;•���ENSF'•.;p 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) C FOLDING SHUTTER CORP. 03/10/15 IIN ANY WAY TO SUR MY INSTALLATION. I L ECO IMC. DATE J •;*' TLLUT TESTING&ENGINEERING CGYPANY 7089 HEW'TEET PALE / ..••car.xT.a.s..xe.4elaw ams n.sT1oe WEST PAR N HEACH. 33413 15-014 Y SEE LIMITATIONS FOR®ON SHEET 2 ��;.• A De])aT1-1101 r1f:1 -e371 e-mafL•NtemOeoLoom Wn.Tdain0-m-eml DRAWING N. EH-0006719 moo• Wk1m A TmUT Jr.P.E. FLORIDA U./44167 Ww a~ SHEET 7 OF 13 ,. 1HEulilEllN�T1\ 'PWf6D coHCTETE B CRQw REoum BA00'I Ax BLOCK WALL PEDU6E0 (�.ARARQ 5 SDAN TI11E PFA SxNmuLE OfP) �A X X TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (e)+/+'•3/+"��+ ------ --7----------- ALLOWABLE TUBE REQ•DANGLE NUMBER OF ANCHORS AT2 ac LoNmvGGwLY. O O O -----O O O SPAN TLmE PER ssIGDUxE - -- ------ - TUBE MAXIMUM SPAN LENGTH EA. END PER END OF TUBE eoe3-16'uL°v o o D o SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM tre1O1I ' SPAN 1/480.3/+•rot somT +n.Mr TUBE TUBE TUBE O 6.OL 37.4•o.3'.3•oc ry a 60" 1 Q6A" 13 8 1211/4'.LENGTH 1f/41 LENGTH Te AW1L ANGLE TB Aim ANGLE qg 2"x4"0/8" 96' 85.0' 17 10 (SE SCHEDULE) -CHE-uuQ x ANGLE 9 144• 69.0' 13 8 --LENGTH mr, f 4•v 313•ar BO' 117.0' 17 10 3121+/41 LENGTH ^� brae,-To Mix ®* Qt 41/T X4 x1/4' 96" 110.0' 21 12 MxxE 144" 91.0" 21 12 r 80' 109.0" 17 10 TYPICAL ELEVATION !TUBE AT TOP) 2x5x1 B' 96' 100.0' 21 12 y SPAN TUBE YgOEU�7N7ip1N�GINSI'A1�4TWN scxe s ' " / . 144" 81.0 17 10 SPM TUBE tE1a1H 4 1/s•UK 80" 124.0" 21 12 Em(TR.) I Pawn 1/2.7m. 2'x6-x1/B" 96" 114.0' 21 12 gk5 w 144" 93.0' 21 12 gB lot 31Y er 3•S T r A *VALID ALSO FOR MIDHEIGH(TUBE INSTALLATION ONLY WHEN THE SUMATION OF THE Yi2•x1/+•:tENCtFI O t Y.4'r 313•°. SHUTTERS HEIGHT ABOVE&BELOW DOES NOT IXCEED THE MAX.PRODUCT SPAN BGBS-1e ALLGL!NUE 'JE) 411/41 LENGTH (�SCHMULE) w m (SEEALMANGLE SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (NSE AT MIDHEIGHT) MAXIMUM 1/480.3/4•TEc SCREW 0 0 0 o TUBE PRODUCT ALLOWABLE TUBE REgH ANGLE NUMBER OF ANCHORS O 6•aC. ---_-- SIZE SPAN SPAN LENGTH EA END PER END OF TUBE SPAN TUFF'PER�UIF - ------- -- ------- Y,Q11/4•.uNCM . ALtm - 60 Avxe 60' 78.0" 13 12 (e)1/+,.y+,Toq somr SPAN TUBE PER�E 2`x4"x1/8" 96" 60.0' 17 15 aeon•uAZ AT 2`na La ornx wF . '+•m SPACINGmy3 144" 48.0' 13 12 wPGn O]N01Ef (�`"CHUMET aA GROu1ED C N CRETC (2)ROWS OF 1/4.0 TAFCIR6 BLOCK WALL REWJ- AHONORS 0w.)CSE SCFDU13 TYPICAL ELEVATION(TUBE AT BOTTOM) 80" 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 4s 2"x4"x1/4' 96" 79.0' 21 18 SECTN)N Y SPAN TUBE LENGTH 144' 65.0" 21 18 (6)/+'a 3/4•Tay AT 'STs AT ac LONCUU ILLY. 3 LE Ya]•m 31211/4' +1 �' BQ' 77.0" 17 15 IEIICTN BOeT-le AWIL AxGLE PENNC 1/Y TIP_ (3)ROWS oP 1/4'4 (� 1 I 2"x5'x1/8" 96' 70.0' 21 18 TAPCQ NS AlNOQ75 - CM)(SEE SOenu.e) t 144' 57.0' 17 15 BO' 88.0' 21 18 �t B 2'x6'xt/B' 96' 81.0' 21 18 Z Z a 144' 66.0' 21 18 0 0 0 o INSTALLATIONS DETAILS W1 SPAN TUBE INTO POURED CONCRETE 1/+..3/+•TER 3G�. ------------ OR GROUTED CONCRETE BLOCK WALL 610°°SGLNOu� O 8.0.C. O O O O O O SCALE:N.T.S. SPAN TUBE PER SCHEDULE -------------- NDe7-TE O O^ O O O O �M TSE FFA s7[DUE MAX.A.S.D.S.D. DESIGN PRESSURE RATING�772.0 FF ALLOT 'N•Tx YaS ar 31 11/4• LBi2m4w 11 � FLORIDA BUILDING CODE (High h Non High Velocity Hurricane Zone) 5053 ALUIA Of (SEE siNGLE �y>?''��CENSF'•.9'y 02015 7ILTEM INC. TITAN 11 FOLQING IMPACT PROTECTIVE SYSTEM DRAWN 3" &0./ILL CGKJS Ei oNc. FOLDING SHUTTER CORP.POURED 01 CONCRETE POING WO 708.9 HEKIM}7 RACE DATE CHOCK WILL REQW D 3•N•d 3'V•a Yia1T/+• i ` 71LUT TESTING 6 ECNGINEEMM COMPANY WEST PAW fEAOE R 33413 LENGTH eoal-TB AUAI.ANpiE PNi`m. o3mxT91`-Eemn.P�4'N''tm++erti,3lTae Pit:1800-ea-nn1 15-014 (e)1/48 x 3/4•TE%S SCREW TYPICAL ELEVATION Q9E AT UlDNEIGHT) ccA AT 2•G.C.LoNCMr1U uY. (SEE STaIMV-P �(. ) Ot4co0aol.mm ..+AaeEn}16wemm� DRAWING No SPAN TL><+E YOLINnN0 RMA1 i AMN Qg10P,. \�� ESIODDS719 7 t SEE UMRARONS PSq ON SFIEET 2 P- WALTER A TLLfT k.P.E. ® E)1 FLORIDA Ua+44167 wia.. R SHEET 8 OF 13 ' 11 6■1 3/4' UK m -.7AV?OSPIS{OaEI'k-4117( `, (gESHEET -DIS GLASS 4AHCN(iRS O IV O.C: �f, 13) Dx61MC SMUCTURE YN.LR 33 5.750y(i1'P.) EaSIINC (SS SHEET 73) EASING S T SRTUCIINE SMICTURE3/8'6 7NRFADm H S �� 1/4.6,R 13/4• 3/16'POP RNEIS OR O CM ETIIESPECE P TAPCONS/CF& x /4•TES O AHGLIRO 16"O.lV D.C. /I6•- 3 r or or OR I/4k3/4• or or W TETf3 O .G.I' 1 ALL FAC eD.a CONDITION END / 90.0' 90.0' 3 3/16•POP RNIIS ON 1/P 1 .J/4'TENS O 8 4 SHRWN Ie•oe. // (U:�RS INrET80a= OR!_]1 r OR E1t(FAU11J \J (sm Nam 1) @ �7/N FOR 30' E•T 99 EXTERIOR E6 by Ina u�'to O.C.ea �SP a(3)AQ1�3)F W0i JA' p / \ O.C.O M LISP MR UP O.ro I=.171E1YB �8 1 HORIZONTAL SECTION 20 ro 1., SPAN(ON MB 5(3To WY INSTALLEDINMMR \ -HDRIIONDL SECIION SCREM YAY BE NSTALLED INTERIOR OR E(TERCR) (LEVERS EROR) / ��� (LE\7:TS EKIFT,OR7 OR E7(I6EOR) MAY VAR!At LAST SLAT AT TRAPPED tNsrALLA 4 OR 5 r&',-TGx2 xJ 'DY 4 OR 5 6061-76 OLIDY AIY:IE TIXS O Is D.C. Q I (�r,awN/caD Wiz— SHOWN �/�-max SIiO \ 3 1'SEE UWATIONS FIR©ON;i-- 2 -°Dqy�MMWUFX ANtl10RS IR I6'D.C.10 / EXISTING sRalcluRE _ 8� MOM SMUCIURE 2'.2},7/8•COM. BUILD—OUT eo6i-Ta Aum ANGLE m U Ea END CONDITION `�~3/16'POP-rdvm 021/4•!.J/a•iTxs"ca EXISTOIG SIRUCM(E _rf7'r 4 3/4_80LTS N/ .a' urs o 12'ac. __= END LOCK ANGLE NOTA- NOR¢OMAL`SECRpt _1 l HORQCNSECTM LZSLJ..i. L l ' UL 1/4',3/4'TIX ONE LOCKING TUBE, PART I SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR .--- M' 'O.CL"°QG 0� salENT A ACRD V ONE • CENTERPIECE O 8'O.C. INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE® A (2AN oe o YIGSPAN EOa 1I�TO 98' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN a(3)h370 3G- 0.357"x0.357'AND rr SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED G.a o WMV,r1 FOR UP TO IM•SPAN(Hume INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW MAY BE NSTAIIED OR MM A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INTERIOR OR) 4 OR5 OF THE TIP A SQUARE, 0.475'xO.475'xO.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 1 SHOWN ALUMINUM LOCKING TUBE ® A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375' LONG, WITH A 0.366'4.366'0.630" 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' P 'Er R DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE HERMOPLASTIC COMPRESSION LATCHING LEVER. s6D SOLID THERMOPLASTIC TIP INSTALLED AT @ SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLLD ON THE OUTER �8 lI+1L7 HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (IX )OR 4 OROR 5 SHO YT ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL TIL 71„A',/' HORGOMAL SECNON LFLORIDA BUILDING CODE (High&Nan High Velocity Hurricane Zone) 02075 TL,ECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM UpAm END INSTALLATION DETAILS INTO CONCRETE, No.44167 ` CONCRETE BLOCK & WOOD (AS APPLICABLE) '*_ 1 L E C o INS. °"'°/" FOLDING SHUTTER CORP. LATE TIU rT TESTING a ENGINEERING COMPANY WEST HEUSIIWFL 3413 eat NMI.>ss A I,<w,IIROP6�alms,P.3nw 15-014 PH:1600-613-8371 i� ,,r=\Pl�� 000571oolmm n+1dQInLFdutlasma DRAWING No \� WALTER A..0671 D A t.1 44 67P. °R TE FLORIDAFOFaDa/44187 a"M. a SHEET 9 Oi 13 z.z WISE AWA.AEGL even-our MOUNT PER SEcnON 4.96fT e A A 1/e' EACH EG OF 8 w Y LE N1fiE lR:WY FAME _ ALUMINUM ANGLE AWAY FROM OPENING aj d3 • (A P CGMO.)OR TONAMS ANCHORSg m'fo REOu6ffD TO NOV SfRUCIURE 19 � PER SECTION 4.SHEET 6 BUILD-OUT MOUNT (x)3/16'POP RI'hTS, EACH IED OF 2W ANGLE SIMILAR H ALTERNATE IgA. EMER OR ELEVATION gAND S LL AND ABOTHSISIDES PLAN VIEW A—A MOUNT FOR ONEOF PRODUCT 081 OR 6ANGLES !lip 69 11/' OPTIONAL. SIDE ANGLE `�\®1 (FOR SECTION 4,SHEET 6) m s OR 3/16•POP W /� 1 1 ROP!-x• . RIVETS PER ANGLE ro TUBE W"OM OR 70 FALL(x FMMRID) EA ZU TO SLAB - ti \� OX- END 9ENDPWOESUAYBEFLAT FT ANCHORS O 16'O.0 1OR L END • EIS OPIX6TI,Ni SfRUCRA(E SW E3CORNER POE OF ,�ISOMETRIC SLsD(M.AT TOP Am BOTTOM SLAOS) � OR L ENDD BEFUT TRAPPED END CORNER POST CONDITION W/ FIAT END HOM20MAL SECTION �(%TA�iA� FLORIDA BUILDING CODE(Nigh &Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE.= \�ENSF'•: ®zo15mm1Ewc. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM GRAM W. 7089 HEMSTREET PLACE CONCRETE BLOCK & WOOD (AS APPLICABLE) ��1fi7 Fo�niNc sxurrER cots. °"G°TE1i TWT TESTING 6 ENGINEERING COMPANY W6PAlllFy1S q� eDa Neo De6,.a a 303,vetua sNaoalF n sT,e4 15-014 �(TT";,.:;��� nu..S(welt.-,676.Fm S(.wa➢m-,su F41:1800-6(3-6371 e-.ms;6N.maed.a.R ..�3acvyAAAa.mR GRAwelo No EEI-000671,1 iy ,S WALTER A"Iff Jt.Pr Am.W �� eoe ARr ®es Oae FLORIDA LOG./44167 t Iywu SHEET M OF 13 �• WALL FINISH =7.1 Y: OPTIONAL RAIN HOOD (NON—SIHlICR1RAl) WALL FISH j.nr. 0 060r THICK S.S. /10x3•SS.S.M.S.W/1/2.0 x3/4' ROLLER HOUSING LONG NYLON E(Typ�B/O�T�TOY),EXCEPT CONEX1f13N Q AND 1'lAN('. AT ROLLER HOUSING MP.) 0,060'THICK S.S.ROLLER HOUSING OPRONAL RAN HOOD (2)NYLON —— (NON-sTRucTuxAy LZ 6 2•x4'CONT.W000 ' J 16-ALUM.POP 'HEADER REQ D.. ./f0 x 3'S.S.S.U.S.W/ / ' 0.373'LONG KAON RIVETS,O 16'O.C. _ a BUSHING W/A 0.160' 0.163'x0270• ONION CI LONG TOP SECTION 0.300• x0.030' 0.0.AND 0.215'i.d.AND ' 0.223'LONG OONOMULTRA� or ' SECTION 0.320.O.D.AND STRIPPING 3/I6°ALVM.POP 0.245'Ld. SIDE(TYP.) o \W �`: 1VLTS O 18'O.C. (TYP.) ' TO NN.SEPARAl1ON 2'x4'CONT.WOOD MN.SEPARAnON w GLASS HEADER REQ'D. CLASS t (SEE EDSCH AE ! Or (SEE�ImULE 1 0r 0�+ t ON SHEET I3) ON SHEET 13) ®t w 1 ® 2•x4•CONT. PLATE REO'D. 1k m a WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) 8 CONER710N C1 . WAL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD All TIQ1°°°i°j° FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR®ON SHEET 2 �S�Q''•••L��ENSF•.•. ���� ®2Dts TTLTEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN III'. NOTES' ? f1�11 un t1�117 C �npp NOTE FOR COMBINATION OF SECTIONS: i-�A = FMING SHUMR COP. �/70/te 1- FOR WOOD FRAME CONSMUCTION:WOOD MEMBERS TO 0i1� BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = _ nun TEsnNo a ENfi1NEERINO COMPANY 7089 11FAISf1✓EEEf RACE IN ANY WAY TO SUR ANY INSTALLATION. C3 `:'� 0m Ita aea.La sV ane.vmwn,av+mq a aIa WIST PAW BEACH,o—m&x3413 15-014 A••, PIE IfL00-813-fIS71 - w.`� Duw9c x, RIDm F WIV,TER }44 A nP.E.LLf P. °�• FLDPoDA Lao. 44187 .MW^ .a SHEET 10 Of 73 1/4'O z 3/4•TENS SCREW OR 1/4'x 3/4' BOLTS W/NUTS N WASHER 0 6.O.C. t` ' :"'• l UWO O DBEAM STRUCTURAL UA C Y OF " WOOD BFTO BE CERTIFIED BY REGISTERED WALL FINISH 0.060`THICK ENGINEER CT PRIOR 2x4'CONI. ROLLER HOUSING AIONS FOR®ON SHEET 2TO PRODUCT INSTAUTI1N. NODD READER _—. REO'D. �,;� EB. E0. OPTIONAL�y D NOB FOR COMHMAPON OF SETINSL ria1- MOUNTING SECTIONS CAN BE COMBINED 8 ttoxs'ss siM.s,w/tj2v=3/+' IN MY WAY TO SUIT ANY INSTALLAMON. �C5 LONG NYLON 6US10NGS(Typ,TOP) LONG.tN A t10l2EETCEPr (9NG Ow.))•IX HOU \_'U lY4gS1 OPTIONAL RAIN HOOD h}kK'41 m1oN � a'� T- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO (NON-STRUCTURAL) ROLl.ER51 BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL _ 1 i i i 855-0(TYP.) .. i_. _UJ i l�Z'i.-•--'may B OP 14� P /10 3"SSS..S.M. W 0.373'LONG NYLON ALTERNATE LECrY 0 1w O.C,** GUSHING W/A Q150f LONG TOP SECTION � _3/78' LOCATION COM, 0.500'0.0.AND 0.245'Ld.AND 0223•LONG N,UM. (SEE 1101E•) OA635r0.270'x0.030' BOTTOM SECTION 0.320'O.D.AND 0.245'LL POP RIVETS, ULIRAFM WF SOE ('Typ•) O 18'O.C. I STRIP=ING Til 510E MIN.SEPARATKM 1 (TAY.) TO GLASS J or i (SEE SCHEDULE ON'SHEET 13) MIK f or7�i MIN.SEPARATION J or � SEPARATION 0CSTO GLASS (SEE ( 3Y ON SHEEt3) (SEE ( ®tp ALTERNATE 3/18'ALUM ! or t POPop EIYEIS O 5'O.O. _ ALTERNATE LCATIO OPTIONAL RAIN GUARD ALTERNATE NEG A7 RFlR. r-r—� f^r-_� /�' LOCATION 1 11 l L UJ 11 ��� j LSEE NOTE') (NON-STIfi1CTURAI.) �`-=—r�('-_�{sEE NOTE•} 1 1; ;, -- -'.! . ALTERNATE 3/16' i i 1 i /1 POP RNETS O 5'O.C. 2'O4"COW.; If It s 17 p AT REAR. - WOOD PIAF.rt,-,� -?�`..... Ud,1 fg 3/16•AWA.POP RIVETS n 1 Y ' vii O 10'O.C.80TH 510L5 9 o __ yam, 3/16'ALUM, POP RIVETS P,j g O 10"O.C.BO1H SIDES _ EO. EU. �.J Ci 'E EB B. 2'x6'Mw.WOOD Eq. DECK REBURIED ---' '=L zit+'CONT. # t/4 :3j4'TFTii SCREW '(No FINISH!ALLOWED) t I/4'O M 3/4'TEK S SCREW W000 RSD 1 I OR t 4".3/4'BOLTS W/NUTS r W/5/8'WASHER OR t dt s •WASHER O 8•C.C. 1/4'■3/4'BOLTS W/NUTS A: 0010&R5% --CONNECTOR C8 5/e'WASHER O 4"O.C. MN.E.D. Ca.— :r - I( WALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOIw) SECTION 7W `llAl7AptT)Hit(iWi�yAA tiR A.r/ AiAr FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) ME s .ALTERNATE!EG IAGADON AND ANCHORAGE TO WALL SHOWN DOTTED 1�:.•4\GENs., �'ArrrS 02015 VuEco we. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN Br. INSTALLATIONS DETAILS INTO WOOD ( � E����T/� �y1��}Ep/�/�(T� D 1015 7S'^ � - l0iwfiia LtO,MC. FOI1IU JRUIILR CORP. DATE SCALE N.T.S. �. a,JL' *� 71LUT TMC A:ENGINEERING COMPANY 70�1iE?6IREEf PLACE ISD A /S't �f.. afS1 xM.JM.s4 51a 300.xilM MUY�KsF�xS R m1m PAT PAW WJ MI.FL 37413 Pit 1800-343-&VI 15'^g14 '/''• ` Pmy:Qmm}Sti-13b.Fm I y.rp..1-Wi ORI ��+� e ma�4OM719 imm r�e fd4iq�MRmscan DRAWING No WALTER A 7TLL(r Jr.Pc ��• aur Atu m. o[Owu Ali r/AAA �� wA TE FLwaA Lie/44187 mus OHM+ :` Sum!1 of 13 ltiH4;i r MINTSG TIMI O(SEE SCHEDULEr ' 8 ulN.ro�N or ON SHEET 13) . (SEE SCHEDULE 13) af• or ON SHEET 13) (PINNAL RAIN GUARD I (NON-SIRl1CNRAL) 5 ? 1/4'0 x 1'TEK ALTERNATE 3/16•ALUM. a POP RIMS O 5"O.C. SCRLIY OR 1/10-20'x1' S.S.MS WITH NUT AT RFA. WASHER O 4'O.C. I n ^ 3/16•ALUM.POP flAkTS O 10'O.C.BOM SIDES EDGE OF SLAB s IF APPLICABLE EDGE OF SLAB CONNECIM C?ALTERNATE LEG kl • ry — = F APPLICABLE ANCHOR LOCATION IS n (SEE NONE \\l 2'x6•AIIN.WOOD L DECK REQUIRED(NO FINISH ALLOWED) CORRECTION m EDGE OF2"WN.ED. . SLAB IF EDGE OF 2"MIK E.D. ��CABLE SLAB IF. APPLICABLE t SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION _- SECTION 79W (BOTTOM) 1 MIM E0. 1"MIN.ED. NOTE_FOR COMBINATION OF SECTIONS: 2"x6"MN.WOOD DECK RED � 1- MOUNTING SECTIONS CAN BE COMBINED CLASS (NO FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. YIN.SEPARATION FLOOR MOUNTING INSTALLATION NOTES: PLATE R�Lob.1YO0D .(SEE UHEET L SECTION TAW (BOTTOM) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOl1ALwALL FINISH OrT®t (3)5/16"0 LAB 2" 2- SEE SECTIONS 8W& 14W FOR MAX.A.S.D. DESIGN W �i'" SCREVfi W/2 1/2'UK WN.ED. 1'x 4"x 1 0 PENETRATION AT MOWIDTH PRESSURE RATING & SPANS �� 6'063-16 CONT. (2)OF RAFTER/T1WSSES c - ALUMINUM TUBE 1/4"X4'(6063-TIS)FLATEXISTIND 2x MOOD `H PLATE W/1/4'0 xI"TET( TRUSSES OR RAFTER 2'x4"t0 WOOD SEWS O 6.O.C,N=1 AT 24.O.C.MAX. SPUDS O IIS'O.C. CR11 I ^r 8 „�• BETWEEN TRUSSES OR 00 ,SOp• \111`1 .: 1/6•x4•(6°63-Te)MT PLATE W/1/4"0 xi"lEK SCREWS O{"OO.IN (2)1/46 TAPCON OR 1/4'I CRETE-RDC 8 BENNE TRUSSES ANCHORS OR{14 NDS WOOD SCREWS OR 1/4.0 EDGE(IF APPUCABIJ7 NDS LAG SCREWS AT MIDWIDTH OF EA SND W/ c 2 1/2'Wn.THREADED PENETRATION INTO WOOD - SND 1/4.0 x 3/4"TEK 1/4"MAK PLYWOOD EXsnm SOFTTT SCFEW OR t/L•-20 x 3/4" (2)NYLONIN/ ROLLERS E �.�--/10x3'SS.S.MS.W/1/2"0 x3/4•LONG O� WASS.S BOLTS 6' NUTS h 0.855.0(IMP.). NYLON Ex15F6NG5(TyP,TOP)AND 1'LONG 1/4.0:3/4'TEK CIf1l41ER O 6 O.C. ;10 x 3'SS.S.N.S.W/ I B ' Cr BOTTOM),EXCEPT AT ROLLER HOUSING SCREW O G"O.C. °,373"LONG NYLON MOUNT TO WOOD STUDS MOUNTING INSTALLATION BUSHING TOP SECTION I INSTALLATIONS DETAILS C LONG TDP sccnGH 150- "T• SECTION IIAW BOTTOM). O.D.ARD 0.243"L0.AND 0.163•x0270' - 0223•LONG BQTIDN YIN.SEPARATION YLTFW MAX. A.S.D. DESIGN PRESSURE RATING= +60.0, -60.0 PSF SECTION 0.320'O.D.AND TO GLASS WDI ER 1 •r� INTO WOOD \Y1`NHLLLLM�g1lA/AAAA FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) 0245"Ld. (SEE SCHEDULE sRGPrINc EA or ®t o SCALE N.T.S. `� •... 02015 TILTECO INC• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0F11'"�"Be (T'CP•) ON SFIEEf 17) SNE(TYPJ •,..•••'••,• `r�P.•�CENSF AA.a/3 FOLDING SHUTTER CORP. °"'TIE IL ECO�M�. IWTE HEADER TO TRUSS MOUNTING INSTALLATION =#3 f *= TTLUT TESTING&CHGRffERING COMPANY TOW HESBEiTPLACE 1S-014 { e H0.Ja6.af,%mS 4a>IDW taaAG1S.AL afm WEST PAW tf.AOL FL 35413 If11 E QF _ Plos a(]U9J�1-19°.fm�.IaOCAT-I?lt Hk 1600-G13-6371 DRAWING No SECTION 8W (TOP) �,•, F Q '[x``'= < n<RE6-0WWG-717 ron ....!<M�ML ro com MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF �� - ,p WALTER A TILLG 4,P.E ^� <"a m• ®'m' 0x oil FLORMA U.144167 ®,am mnau a` SHEET 12 OF 13 (NIi11HIN1E1 MAXIMUM MND PRESSURE CONNEtTION CAPAcffy SCIIEpIULE CONNEC710H CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) 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) lmw MA=M SIM SPAM A WX �"M MIN. E.D. SHOWN ON ANCHOR SCHEDULE PREMIX WAMM CONCRETE CONCRETE BLOCK STEEL WOOD Pa9 A£ NMGNE AT TW CON. ANCHOR ANCHOR TYPE ANCHOR ANCHOR 1*11-1 PREWM A BOTTOM TYPE SPACING ANCHOR TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (L-) 7 TYPE TYPE 7 30 psi -- - TYPE SPACING ANCHOR TYPE ANCHOR TYPE 144.0' 1 144' 180 'o II A B c A c E A C F 60.0- 1 60- aB Ib ft 9 425 LB/FT - 388, LS/Fr 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT 13 A C 35 psf 100.0' 100" 1 el 417 t6 FF - 13 FT 146 Ib ft 6 473 LB/FT - 416 L3/Fr 236 LB/Fl 202 UB/Fr 383 LB/FT 432 LB/FT T?ocf T 134 LB FT f, ----7F- -F 144' 144" 2110 lb/ft 12 3a7 ED r 334 LB/F I i5B 14-2 LB/Fr -27-1- 6 .461 LB/Fr 202 LB Fr 60.0, 60' 100 lb ft LB7F-r LB/Fr -�!� C2 -45,6LsFr 362 LBFT250 LB FT -190 LB FT 31e LB FT 380 LB 12 375 LB/Fr - 334 LB/FT 40 psf 900.0" f00" 167 9 - 142 LB/Fr +4. T -i85-Lf3/Fr C2 9 417 LB FT - 362 LB FT - UB/Fr .IF Ib 144- il 0 It 6 525 LB/FT LB/Fr 3U LB/Fr 353 LB/FT-T4-3-LB/FT 190 60.0- 60.0- 115 lb/ft 9 390 LB/FT 309 LB/FT -157 LB/Fr 134 LS/FT 257 LS/FT 329 LB/FT 6 502 LB/FT - 419 LB/Fr - 285 LB/Fr 80,0" 80.0" 154 Ib ft C3 6 496 LB/Fr 375 LB/FT 236 LB/FT 202 LB/Fr-298 LB/FT 405 LB/Fr 9 372 LB/Fr - 309 LB/Fr - 134 L9/FT 45 psf ' 97.0' 187 lb/ft 3 .813 L9/FT 572 LB/Fr 326 LB/Fr 304 W/FT 418 LB/FT l 631 LB/Fr C3 6 469 LB/Fr - 375 LB/Fr - 202 LB/FV 115.0' 115.0, 221 Ib k 9 466 L8/FT 370 LB/Fr 157 [B/FT 134 LB/Fr 256 LB/FT 393 LB/FT 7110 LB/Fr - - 30+ LB/Fr 144- 1 1447 276 ib ft --- BOO" 60.0" C4 6 592 L8/FT 448 LEI/FT 236 LEI/Ft 202 LBAT 357 LB/FT 483 LB/FT 9 445 - 134 LB/FT 8 8 �3 972 LB/FT, - _75- 561 LB/Fr - *"=Evn - 202 LO/Fr 8910., 'L5 M T 500 LB/FT LB/FT ur B J-7 1 682 LB/Fr 389 LB/Fr .304 LB/F SO psf 1 9 281 LB/FT - 3 912 LB/FT - - 100.0" 100.0, 208 Ib ft 224 LB/Fr .81 LB/FT 83 UB/Fr 143 LB/Fr 103 LB/FT 682 LB/FTj 364 L8/FTI f0.0' 120.0* 250 lb ft C5 6 421 UB/FT - 334 LB/FT 122 u3/FT 125 La/Ft Fi 4-La/Fr-155 LB/FT 9 226'LB/Fr - 224 LB/FT - 83 LB/Fr 1411' 1402 300 Ib ft 3 843 L8 FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/Fr 311 LB/FT C5 6 339 LB/FT - 334 LB/FT - 125 LA/FT 6RA;- 9 273 LB/Fr 325 LB/FT 215 LB/FT 138--LB/Fr.102 LB/FT 3 681 LB FT - 670 LB/FT - 250 LB/Fr N 81.0 81*0-- 187 lb/!tB/FT 487 LB/Fr 323 LB/Fr 207 LB/FT 153 La/FT 9 221 LB/FF 251 LB/Fr 215 LB/FT - 55 pari N�-"dv- 13 CS 6 410 LC6 -7-20 -12 2 W/Fr 975 LB/Fr M LB/Fr 414 LB/FT 307 LEI 6 332 LB/Fr 378 LB/Fr 323 LB/Fr - 1137* 0.0- 275 lb/ft 3 82 /ff LB/FT 756 L8/FT 646 LB/Fr 137* 134" 330 lb/ft 4 269 L8/FT 301 LB FT 183 LB/FT 114 LB FT 153 LB FT 3 663 - 60.0" 60.0, 150 lb/ft C7 3 358 LB/FT 402 LB/Fr 244 LB/Fr 152 LB/FT 204 C7 4 232 LB/FF 236 LB/Fr 183 LB/FT - 80.01 80404 200 Ib ft 2 306 LB/FT 3 310 LB/Fr 315 LB/FT 244 LS/FT 60 W IOO.Q-- 100.0- 250-lb/ft 12 491 LB/FT 596 LB/FT 409 LB/Fr 6 LB/Fr 168 LB/FT 12 388 LB/Fr 460 LB/Fr 409 LB/Fr 5 B 58z 3/FT 614 LB/FT 115.0" 1 288 lb CB -8 736 LB/Fr 894 LB/FT 614 LB/Fr 123 7 ca 131, LB/FT 252 LB/FT 346 lb/ft 6 982 LB/FT 1194 1530-L8/FTj 336 LB/FT L 777-LB/Fr 1921 1 59.0" 59.0" 150 Ib ft 65 psf 92.0, 92.0- 249 ID/ft 00 100.0" 271 Ib ft MIN, SEPARATION TO GLASS SCHEhIlLF ANCHORS SCHEDULE F'1 123* 36 12 fb ft RSEE GENERAL NOTE C.2'ON SHEET 1 60.0, 60.0- 175 Ib ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 10 psf 100.0, 100.0' 292 lb/ft SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121� 118' 374 lb/ft SPAN HURRICANE ZONE HURRICANE ZONE A CONC.IC. LOCK WOOD STEEL CONC.C.13LOCK WOOD STEEL 59.0" 187 Ib ft -ZONE 1ZONE 4 A 1/4-0 TAPCON W/ADVANCED 3.54" 2.50" %1 NIA 4.00- 4.00- N/A N/A 75 psf 100.57 100-0" 313 lb ft THREADFORM TECHNOLOGY 5'-10, 1. - - 117* 114- 387 lb/ft AS LESS 2 1/2" 2 5/8' 80 psf 113- ill" 400 lb/ft B 1/4- 0 x 3/4- SOLID SET 3.50" 3-50, N/A N/A 100' .3.00" N/A NIA' 90 psf 107* 104' 424 Ib ft TOO psf 101" 1 99, 447 Tb ft >5'-10" 2 5/8,+ 1" 2 3/4!+ 110 psf 94" 1 90" 468 Ib ft TO 8,-3" c 1/4" o CRETE-FLEX 3.00" 3.00* A N/A 3.00- 3.00- NIA NIA 126 P 2 484 lb/ft . 1/4- 0 ITW-BUILDE)( 130 psf 8 0 76. 483 Ib ft >8'-3*�r-3 /2' 1 3 5/8 E TEK SCREWS NIA N/A N 1.00 N/A N/A N/A 9-00* 140 Oaf 70- 484 ib ft TO 12' #14 NOS WOOD SCREWS OR 150 psf 483 Ib ft 1/4' NOS LAG SCREWS N/A_ N/A N/A N/A N/A 2.0(r N/A 62- 483 lb/ft A AS DEFINED BY ASTM E-1996 STANDARD. 0 % i AND=! 4�'.Tit FLORIDA BUILDING CODE(Kigh &Non High Vetocity Hurricane Zone) + EXCEPT THAT 3 5/8- SHALL BE USED 14� I- 0 2015 MIM Or- UPON Ent L+;MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, TITAN tl FOLDING IMPACT PROTECTIVE SYSTEM GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. L-:WAX ALLOWABLE PRODUCT SPAN FORA .4. 4A& 7A. OVEN NEGAME A.S.D.DESIGN PRESSURE 0-3/to/15 FOLDING SHUTTER CORP. D%TE RATING. MNAL MAXIMUM ALLOWABLE PRODUCT SPAN IS z TILLIT TESTING&ENGINCERING COMPANY 7089 ICUSTRW PLACE EQUAL TO THE MWIUtIM DETERMINED PRODUCT �CF WEN PALM DEM8.FL 33413 15-014 4411 m 1600-643-Mi SPAN BETWEEN AND .-m7:tlt-.ft.L- M-0006719 WALTER A. nUMGA LE"Iff 4j+'.l6p7Z