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HomeMy WebLinkAboutProduct Review Affidavit r ioriaa nuncang ii—out; kimil1G — I o. ' -go Florida Departlltentof BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge i Stats&Facts Publications ,FBC Staff'I BCIS Site Map Links Search 'u' nes Professi I ® Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-RL ii Application Type Revision Code Version 2014 Application Status Approved L� Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33.413 (561)683-4811 Ext 7675 edh@foldingshutters.com II Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage I j Address/Phone/Email 7089 Hemstreet Place t! West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com I Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place ; West Palm Beach,FL 33413 i (561)209-7675 ` edh@foldingshutters.com it 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 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.1)df Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 i Equivalence of Product Standards Certified By I Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 i'iuiiva"uiiuiiig %-,uuu vi11111G Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP. DRWG.15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 RS 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: ®0E® seculi[vaumucs https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1Z... 7/1/2015 4 f GENERAL NOTES: I.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DDCUMMT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0-0.46 WIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM _ 1/4'0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX.AS MANUFACTURED BY IIW/BUILDEUX, WAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(EMIT)AND OlIT OF THEM(NFIVFR). INC 8 ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY,OR 0 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. mss WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(RMT)All 1609(NHVH4 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURSDiCTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONNJTY FACTOR HATES, Kd-0.85,USING ASCE 7-10 AND SHALL NOT IXC®THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY INE ABOVE CONDMOK ULTWN DMING WIND(AADS DETERMINED PER ASCE 7-10.SNAIL BE FIRST G1)MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR/14 NIS WOW SCREWS OR REDUCED TO ASD.DESIGN VIVA LOADS BY 1NRTPLYNG IE]I BY 0.6 IN ORDER TO XXMIPARE THESE W/MAX.(ALS,D.) 1/4'0 NDS.LAG SCREWS INTO THE WOOD FRAME UNIT SWILL BE 1 1/2'FOR C7 THRU C4 AND C6 THRU C8 DESIGN PRF RATNOS INDICAM ON SHEET 13. CONNECTION TYPE AND 2'FOR XS, 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-ED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MI USED IN THEIR ANALYSIS.A DURATION FACTOR CD r 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE SHALL '0 TAPCON OR 1/4'0 CRETE-FID(OR�14 NOS WOOD SCREWS OR 1/4'0 NDS ------------ _---- CF-FASTENERS-IN-WOOD. ---- -_ - LAC SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12, FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECAST-STONE.PRECAST-CONCRETE-OR-BRK:K-PANELS;VENEER-OR PAVERSBEFOUND-ON-THE-EXISTING--_ SECTIONS 1626&1009.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGNEfRING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.ET.1.),HURRICANE TESTING LABORATM(H.T.L.)&AMERICAN TESTING LAB OF SWM FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE O.1 ABOVEE, TAS-202 AND TAS-203•AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1516& 1604 OF THE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE FY-33 KW(MIN.)MATERIAL FLORIDA BUILDING CODE 2. STAINLESS STEEL SHEET METAL.SCREVS USED AT SLATS(D&®SHALL BE# 10 x 3', 410-HTMINIMUM SERIES-W/173:6 ksl WELD- -1/4'0-171W BUILDDX TEK-SCREWS._W/FULL THREAD PENETRATION. STRENGTH& 187.4 kal TENSILE STRENGTH.SCREWS SHALL BE COATED WTIH XYLAN 5000 SERIES FLWROPOLYMER COATING,AS �� 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 TIW BUILOEX TEX SCREW 1'. FOR 6063-TB ALLOY AT SUITS SHALL BE Fy-25.9 ksL 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kai YIELD STRENGTH AND 90 1®1 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 TEX 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. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. &ANCHORS TO WALL SHALL 8E AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE WRING PER160S OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE AUL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) Tb EXISTING POURED CONCRETE: 1p,PRODUCT MANUFIICIURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE 1/4'0 TAPCON W/ADVANCED THREADPORM TECHNOLOGY,AS MANUFACRIRED BY I.T.W. BUUILDEK INC.TO MIN.f'c=3192 pal. WITH SECTION 1710.8.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. -1/4'0 x 3/4'SOLD SET.AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS M MIN. rm3000 psi. LABELING TO COMPLY WITH SECTION 1710•8.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 CRETE-FILET.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. Fe=3350 psi. 11,FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH STETS INDICATED IN TMr,DRAWING PLUS ANY NOTIES%. BUIDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. A.1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12.(A) -THS PRODUCT EVALUATION DOCUMENT(P.ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOM NOT PROVIDE MINIMUM EDGE DISTANCE(E0.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT.Le.WHERE THE.SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SET ANC14ORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO THE POURED CONCRETE (B) CONTRACTOR M BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCI.UDINO 1jFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL.BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 &A2 ABOVE (D) STIE SPECIFIC ENGINEER PROJECTS SHALL BE PREPARED BY A FLORIDA RFF.GISTBHO WILL S ARCHITECT R THE WILL ' BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL 8E RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE 6LOOK WALL-ASN C-90. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.M.ENGINEER, SHALT.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDEX. INC. 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED EK ALL POINT SOLID SET ANCHORS. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED R. NOTES: THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1) WINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1,1/4-. PERMITS M THE STATE Or FLORIDA MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. 1{HALLIto��/////// FLORIDA BUILDING CODE.(High & Non High Velocity Hurricane Zone B.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK UNIT. NO �� EMBEDMENT INTO STUCCO SHALT.BE PERMITTED. 1/4'0-20 SS SCREWS USED SHALL BE 1 1/2'LONG N,\CENS'�.'•.J�Q% 02015 MTEW INC. RA 9r. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM A.a/MI_ B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WAD, _ erun 'errto7/10/15 ANCHORS SHALL BE LONG ENOUGH TO REACH TFE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE IL E G O INC. FOLDING SHWO CORP.ORPDATE SHALL BE AS INDICATED ON NOTES 8.1 &A2 ABOVE. - �J * /�- 7� !/ / TILT TES�INO&ENGINEERING M.P- �� T E1ICE m s m -awmea n..mm asst vuM arAGl EL Iola 15-014 sl'•, •Q` Aar, 1A1-19s.re.,(3mml-191 PW.1000-61]-67771 40' .•/� 1 -m E DOW7ad.wm rwrfddB9EMuuaracan BLAMING Ne ,• ` TE E70WM Be./44157 I SHOT 1 of 13 N11 _ Ailf210' - —6061-T6-,1110r—i�NDOiY QL^ 'END j ©FLAT END ! EXTERIOR CENTERPIECE —(TO BE-USED FOR ALV INSTALLATION$ =- __--_ -_.. 66631W—AW ----- -— -6063-T5 ALLOY MAY INCLUDE'PERFORATIONS AS PER (TD BE USED ONLY FOR/NS7ALLARONs - - -------- --- ---------®- r .T) -�r�-- -6063=T6_ALLOY DETAIL ON SHEET 3 30 FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING 6 -ALLO SEE COMPONENTS 20,21 &22 ON y\ SHEET 3) xasY - .6Tr• - .7re- zftz' z6x• f961• 1748- -- mar- --- - -- - - 1.011 28yT Q •,Q.IA• fin. 7bgY .170' .6m, a cS 064 D00 118- - 4! 8 ./Lb• 9 .081• .dQ- '1 is 3 _ 9 �_ h gg }� R L067• - •� .OQY 8 .a64• S - f . �. .69�' • 271!' 1 VO- d.71D' fj 267T 600 LF- © ISA mm B.Q. © i�ALL HEADER G' ILdhTG ® ' .014f SILL ?RACK; 0 oM TRACKADAP 6063-75 ALLOYl ii TCK =T5 ALLOYALLOY L ® 6063-T3 ALLOY 2698 t2 COMPONENT a b t1 t2 1116' 2" 5"MAX. 0.125" 0.125- .ogr N N a 2" a•MAX. 0.25• oss' 0®' - © 1" 2•MAX. 0.062' 0.062' aae' �p��]S� TT ��ry ALUMINUM ANGLES ® RAW HOOD ©1 ALT. DOTTOM TRACK ADAPTER ©.~8 "-_ "'.GUARD 6063-T5 ALLOY 6063-T6 ALLOYG3-T6 ALIOY - 6063-T6 ALLOY 'm x COMPONENTS d L SQ0 \hSGd66ru43�8" = 1" p \\\ Tit 47j FLORtOA BUILDING CODE(High @Non High Velocity Hurricane Zona) .olt1•���!i_III� « \••` ✓ �. ®2015 TATECO DOC, DRAWNYM Ba Qom•''IGEN SF''•''� TITAN It FOLDING IMPACT PROTECTIVE SYSTEM JTSTr 3: .a./M.L FOLDW $HUTfER CORP. w�ATE 3�8 l6 ACETAL IL E C 0m., t^ �(LQ1rlA.[lYG T ULlJS _ __ .- .- '. TILUT TES71N0 k ENOINEERINO COMPANY �� THITkWSCREiYS" AT 'CENTERPIECE CQRNER°_PAST =* �/ ` F 6E6�. 6 54,m 1vn,.,4 n avm wtsr PALM 1� 71 15-014 na..1 am 16A.ro.. t-1m1 PtG 1a0f1-61J-6T7I -T6 ALLOY %'� �I�: e-m.1 Utee00E6I.mm waldar vm eemm� 06Avnma No Q`. WN.TEER-00677t9TUff P.E. ' M 28 I/2-LONG ''4 • 'yg Fw2�n\ U./44187 aa. SHEET z aF is LllllTllllll00 4 `� (3)ROWS OF tzwx i mm 1 4"/HOLES i 10 O VVSA� r----— 3 000 1 87 BOM i i i i A11F P EACH SIDE TABLE is SOURCES FOR &Q SAID ; OIRECTXYJS I ! ta�6- � I NDOW(SEE TABL-1) OO OxcTGo i I CKL£ d. ' IYPACAI.PAS7flERr1E'5 StAAm1RD sRe+C AWNTVAITE J i 00 Q0 i ) i TEURt/s7ExDE PLASM N 000 V ' i i 20 t1t.NV01000N s! tEXW 10.T IlIDA' 000 000 1 -_-� tHwN sPEOP1c GRAVITY Asru D792 o.oa m/o' eo43 Ib/T., - - - 000_ A+L�I6N1raL — - - - -- TDISLE MELD STRENGTH ASO/D838 9�40DP•e,i. 9.SOD Ps.t.-FLE URAL STRENGTHAT YIELD-_ ASTM-0790._--12500 p.e.i.-'__..-13,400,:p..LFLEXURAL MODULUS ASTM 0790 340,000 p.e.L 345,000 P..L ''Q , ; SNAP-IN END I T ' CUP TRIMNOTCHED IZOO ASTM 0258 18 rr-R/I, 17 It-th/h,(SEE TABLE 2) am BURNING mmammmshm.SMOKE OMSrTY ASTM D2843 47.2% 84.5 i MAX1A RATE OF BURNING ASTM D835 C-1 CLASS C-1 CLAM- SELF IGNITION ASTM 07924 tO40 7' 980 T' SUIT WINDOW 4�j iSTAT 67NDOW0.060"THICK ytt AMU 0158 POLYmsoNGT£Wmw TENSILE STRENGTH AFTER WFATiFTBNG AM 638 9302 P.L 8840 P.I. W i Gi i i WINDOW(SEE TABLE 1) P..1. BUD P,e.L 7.000' ; I � I ' E'QttT.R.' TENSILE STRESS BEFORE WEATHERING ASTM 838 8461 P. I ' -MAY.(2)WA970115 NAY BE w ONE SLAT SPACED A MIAVMUAI OF 24'APART, WT7N 12'LM-I.FROM Et(DS of sur TOP&50"TAL TABLE 2: SOURCES FOR SLAT MUSE INSTALLED AQMCENF 160d ' �`""'" TO tECES 4 OR 5.NOR AT CORNERS OF PRODUCT. , 1170!.ttNIPA1T0 I 1 C7 i 7YPX.11.PRo!eR;E5 I 000 r- _-� t?I�WINDOJ D1F'I Rf sucx PART SLATS 1 000 sots 20 SPC{aFIC GRAVITY ASTM 0792 0.042 fe/inc ffNUCK ! KN t4E111NG 00 j (7YP) i ' I WINDOW i O ' . I v exn TDISLE�STRENGTH AMU DSM tpO �AaHs OF Am' FLEXURAL At YIELD ASTM 079D g, p.1 ��O MOWIIb ASTM 0780 YEEASPACED ____- :a 450000 paL 149. urNar i NOTCHED 2OD ASTM DZ68 Ae FT-@!S,Tiw !N B07N A C0 THE&1EL..PROPERTIES, ' a2e Gm_ COEFMENT OF THERMAL EXPANSION ASTM D696 5.5 x tOYiD/k-'F 21 2 t"LFp -W L�'�YD CLIP ua NG TEMPERATDRE Asn D_ sOVO2F ; TO BE USED AS AN OPTION IDR ALL lILSTAttATIONS Ma EMOYpR"ATION UNDER LARGE AOSSAZ MAY INCLUDE PERFORiROAIS AS PER THIS DErA1L -MAX ,IWNDDWS MAY BE R4 ON£SLAT SPACED TYPICAL 1A SLAT WINDOW DETAILS NW.24 APART(,W JEWRY 10 Su7S). W 0 VIEWING -WINDOW-1 InI 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) U1 SLAT SLAT WINDOW ELEVATION (LARGE MISSILE IMPACFLORIDA BUILDING CODE (High&Non High Velocity Hurricone Zone) ��� +A A+zms nLTEGD nc. ..••"EN,•., � �� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN�' FOLDING SH"R CORP. °'/'D/1S " ■i1f.�G�iQ1Nc. DATE a / • - ­T TESTING 6:ENGINEERING COMPANY WE4TPAW BFAOR.FL 33{13 ' Mee xM.ace.sa s,.aea, eNateO,n afee ATS QF •'2= n•»•taaRer+-'e,.T s.tsaD7er+,ea Mt 1800-643-6371 15-014 '^.,A•. LR.A� a--mei-tL�fnee0ad.earn w�.WJAg7iuLtaie.aom 0RAWHO Nb ®-1JOo6719 WALTER A Jr.P.E. Aeansor Cos AW.r aeme+gl wa �/i „•• s , RORfOA M�44187 i ISHEET 3 OF 13 t•ri Lu..utiltl,��t , 2 or 03 W/ O3 ,16 OR 19 - - - - - - - - - -- - . w 7d'z USE (2) AT 30' 15 ♦ 10 ♦ NOTES ON®8 LOCKING TUBES®AT 4@at 51F. a.0 O.C. FOR SPANS 1 2 w UP TO 99' 0 1.TWO (2)®SHALL ALWAYS BE USED AT PRODUCVS MIDSPAN SPACED o USE(3)®AT 30"O.C. AT 30" O.C. FOR SPANS UP TO 99'.OSE THREE(3) FOR LARGER _ c FOR SPANS LARGER SPANS SPACED AT 30" O.C.AT MIDSPAH. COMPONENT MAY BE INSTALLED INFERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPECES THAN 99"UP TO 144' 4OOR5Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBES S ALWAYS BE USED TOP 3 BOTTOM AT 01 o y PRODUCTS CENTERPIECES AT ALL INSTALLATIONS.LOCKING TUBES 'n ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. 1 T 1 SEE LIMITATIONS FOR®ON SHEET 2 5 SEE END CONNECTION DETAILS ON SHEET 9 TYP. FULL FOR 6 , O, O+ 13 , O+ 1 6 ,®+ J , CONCRETE CONCRELE BLOCKocK O OR WOOD INSTALLATIONS. O O , O © O O 9 + 10 9 + 10 + 1 9 + 11 UNLIMITED WIDTH - ' TYPICAL ELEVATION .� N. T. S. .1. NOTE; SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 7B ON SHEET 7. iF����"/' SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW do 7W ON SHEET 11. ```�� R .TIC T JiFLORIDA BUILDING CODE(High k Non High Velocity Hurricane Zone) SEE SECTIONS 7AW, 7BW. SW k 14W ON SHEET 12. ' • ®wfs miEm INe. TITAN 11 FOLDING'IMPACT PROTECTIVE SYSTEM i` 4167 p{(y� c I L ECO OM1:. FOLDING SHIMM CORP. °'DATE ���i 0 /j(f`/V.7E'iZ_IR1�5R(`ll�_1]TT•'\��Q aTRIM Nw.e..i.aEei5e.(Tr�nNm.0j.AasR1R.-1x9ENs0 O.wIINomEEa:f6aFrsoNar,G®nMnCsO-1Yaa9P.1M,Yee 70" ../aHENSTREET seP•ImAS .sPALM MACH. n 15-014 Plt 180D-0 -e7l DRAWING N, ` EB-OOOW771i9 o� o WALTER A 71UH Jr.P.E. F10111ah Lk./44IE7 mnw" SNF}T 161] N POUtREOURED. CRETE ORE BLOCK HAOPTIONAL RUN NOW OPTIONAL RAIN NOW POURED CONCRETE EN5RNG NON STRUCTURAL WALL CO0.080•THICK&rl (NON-STRUCTURAL) REOUiRED. TERM(DECORATIVE HEM) (SE13) ROLLER HOUSING MON-^STRUCTURAL, 6 1.000 2500'MM. Q � uM. E0. (2)NT1AN �s— ''-z j OPTIONAL • / �O.Bss�i�OTr.) 41 11 ( 1� / p RAIN NOW (NDN�TRu�Ra 1 I 7 1 '10.373'LONG NRDN/ W 3/16'ALUM.POP RIVETS. I 13 BUSHMG.W/A 0.150• J/1B•ALUM. O 18_O.G 00M — -POP.RNEIS, .. __ _ _ _ _ __(2 y<'MAX) =LONA=TOPSECIION 0.500•_' ...0.183'x0270' O.C. — — - � —`- — -Ile--- __Y TECO-BlNU7E1( O.D.AND 0.245•i.d.ANO x0.0.30' TAPfI W/AWANCm 0.223•LONG BOTTOM UETRAFAB 1 SECTION 0.320.O.D.AND WEATHER I MRL SEPARATION THFPMET7IM TECEOEOTD6Y I . 0.218• Od. WEATH R FA POURED CONCRETE TO GLASS OR i/1' 8.00 1 4'4 x 1•ICK OR CONCRETE BLOCK CONSTRUCTION PROOEK:S I / i (TMP.) SIDE •) 1 or WALL REOTBRED. ( s �J, / Or CREjE-PTE7( w/1 J/P I SCREW oR 1/4e-zO•z1• 3/Ie•ALUM. qq B.S.NS WITH NUT k POP RIVETS, 8f g ROIL EUBEDAE7R O B'D.C. _1 WASHER-O 4•o.0. O 18'D.C. T or- POURED CONCRETE1 I ®t 1 " OR CONCRETE GLOd( N.SEPARATION WALL REOIRREO. TO GLASS or 1 or (SEE SCHEDULE t c ®t �V yl� ON SHEET 13) ..® W I I M N . GLASS TDcusml POURED e •s � 1 s OR WALL CHEDULE CRETm (OONN SHEET 13) I 1 or W ? (SEE T 3) 6 5 1 N C2 1/sC�w ORl1/4e 20•x1' ®t - I SS MS WITHNUT h . • i! g 4 I WASHER O 4'.O.C. R /10x3'SS.S.U.S.IN 1/z't •R 1/4•a Dw E TAPOON W1 ADVANCED xt•LONG NYLON BUSHINGS IMIMADFORM ITECHNOUDGY Commm 1 Cl (Typ.Barium),AND 3/4• OR 1/4•A LIGO (BEE SHEET 13) aaiR��) AT WALL FACE MOUNTING INSTALLATION CONSTRUCT.W/R,DDNGrs 13 SECTION 2 IAN.EMBEDMENT O 6.O.G I (2•x4'MAX) WALL FACE MOUNTING INSTALLATIONff3ANO10t SECTION 1 ,n• "`�G ANCHOR SPACING GROUTED BLOCK REWRED 1.000• 2300 YM. (MON.fc-2 InT GROUT)OR POURED CONCRETE MM' EDFO(6TNG NON STRUCTURAL j WALL TRIM(DESORATNE SELL) O 6 ANO 'AaG N STAGGERED ANCHOR SPACING DECORATIVE WALL TRIM TRAPPED DE AIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETE SECTION 3 1q1 MAX.AS.D.DESIGN PRESSURE RATING +65.0, -90.0 PSF & CONCRETE BLOCK \�A�a1 if+`i //�rA7iA FLORIDA BUILDING CODE(Mgh &Non Mgh Velocity Hurricane Zone) SCALE:N.T.S. •��CENSF":J,9%i ®tots TB.TF.O0INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COIABIN.ATION OF SECTIONS: * E.D. —EDGE DISTANCE 1—MOUNTING SECNS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IL E C O�1le. FOLDING SHUTTER CORP. TIOwTE IN ANY WAY TO SUR x O'•�$ F : nTxIL1LL�RLT�n.TESTING natR.-txsEmNa G.W IrNaiEEn,RI(aNgG IDFCNL9O-+MninPAmNtYse 70PIPLACE pBASWRj -61 15-014 ES-0006719 tAteenecal.mm x.r.fddnpehutEae.aom auvANO Na Ft SEE 11MfTATIONS FOR®ON SHEET 2 WALTER A.nIuFT71J,P.E. .ES' tAat. •FLOIeM U./44167 �w� o.r SHEET $OP 17 VI e A _ 1111111111 ` 1/4'o x 3/4'TONS SCREW OR 1/4'x 3/4' } BOLTS MN.W/NITS&WASHER O 6'O.C. 0.060•THICK SS_, I I} POURED CONCRETE OR ROLLER HOUSING NN.SEPARATION I CLASS CONCRETE BLOCK WALL I TO CLASS TO tA55 REWIRED r (SEE SCREDULE (SEE SCHEDULE E0. OPTIONAL RAIN HOOD ON SHEET 1J) 7 or ! or �S CON(EIOOGN 04 (NON-STRUCTURAL) I ON SHEET 1]) 3 10x3'SS SMS W/1/2'0 ® t . (SEE SHEEP 73) 1 t � ALTERNATE J/16'AWA. x3/4'LONG NOON BUSHINGS ALTERNATEG(Typ 3/16'ALUM* POP RIVETS O 5'O.C. (TBOROM)?IXCE1'TAND i AT�ROLLER AT REAR, AT REAR. HOLISM(TPP.) to ul (2R)1NYLON '`- `�'� I :s 1 �xx n3 • d %' o.D55'0(T .) I 'n a 9 • / 3/16'ALUM.POP RIVETS I is S J/1$'AWN.PCP R1UA5 - "--- - - —3 —/ - --- -- -- '- --- - _. - -- - -- - - -- - - 0'10'O.0 BOTH SLOES — - --- I - —_. _— _ _ _ __. �- O 10'O.G-BOTH SIDES__ _ . __ _ _ _ _ - LEG&ANON 3 16•ALUM.POP ORIENTATION8 RIVETS O 19'O.C. Q. /10 x 7'SS.S.U.S.W/ 0.373'LONG NYIOEL 0.1631. MN.3/4'PLYWOOD BU$lop W/A 0.160' I MN.SEPARATION 0270'x0.030' N.3/4'PLYWOOD $ 1/2'MN. REQUIRED LONG TOP_SECTION O.SND'I _ULTRAFAB_ 9 REQUIRED O.D.AND 0.245'i.d.AND WEATHER _ __�1/4'0 TAPCONS-OR _ - - - - 0223'LONG BOTTOM �( SCHEDULESEE ON SHEET ) SIMPPRLG FA 1 or �-F� 0 1/4•nmU BOLT W/. 6ECTION 0.320'O.D.AND SDE(TYP.) ®t 8 ANCHORS 8'O.G WASHER h NUT O 10 O.C. 0.245'Ld. H EA04 SIDE. ') 1/4'7HRU BOLT W/ S 1/4'A 7APCONS OR WASHER&NUT O 5'O.G I POURED CONCRETE OR - CRF.7E-FEON ANCHORS e'O.C. CONCRETE BLOCK WALL 1 Of REQUIRED 2'x4'OR 2-.5-.1/9' POURED CONCRETE OR 5'xJkt/8'6083-TB CONT. ALTERNATE 3/I6'IW1N. ®t 60636-TH CONE ALUM. CONCRETE BLDCKREQIWAEDLL AWN.MINE OR BEM PLATE POP RIVETS O 5'O.C. AT BEAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 Is IMAX.0.5.0.DESIGN PRESSURERATING- +66.0, -66.0 PSF MAX.A.S.D.DESIGN PRESSURE RATING= +66.0• •-66.0 PSF ei I 8 W I _ ALUM, O I MIN. PARATION 3/1a TO CLASS0I i % I (ON SCHEDULE ON SHEET 13) N . ALTERNATE LEG ®Or w 0. Q. I A ANCHOR t ORIENTATION ooNEMIlmHEET G1 &ANCHOR LED '(SEE SHEET'13) A ANINOR ORIENTATION 1/00 x 3/4'TEMS SCREW W/ POU1iFD CONCRETE OR 6/8'WASHER OR 1/0 x 3/4' c i COMCREIE BLOCK WALL BOLTS W/NUTS&5/0'WASHER O W REQUIRED 4'O.C. •3 B BUILD—OUT FACE MOUNTING INSTALLATION i CONNE MIN 04 SECTION 4 (SEE S"�"') / ME. '/4'0 x 3/4'TEKS SCREW OR 1/4 x 3/4'BOLTS W/NUTS POURED CONCRETE OR R 5/8'WASHER O 6'O.C. CONCRETE OCK INSTALLATIONS DETAILS INTO CONCRETE BL � REQUIRED & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. Vj1 , O 4A (BOTTOMI FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) `�p�P�,•,.•'""••.• ,�/i��� 02015 TILTEOO INC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °I'APrtT 0i'' NOSE FOR COMBINATION OF SECTIONS: * E.D. - EDGE DISTANCE `�;'��CENs�'•:� 1-MOUNTING SF_CTTONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) 03/10/75 IN ANY WAY TO SUR ANY INSTALLATION. I L E C O IN c. FOLDING SHUTTER CORP. DATE n (3/ * nLLR TESTING R ENGINEERING COMPANY pQ7 TF<X13 A.. S A ;:�S 6)Y x.L x, 0L Ixx]LLP.NC W GVMa1S IL 910! BEAp� 15-014 I SI ver,4 EDM -,m.rm,txp 6R1-,"I P1t,800..64}6371 T SEE LIMITATIONS FOR®ON SHEET 2 Rir` e-mal:NtemOltl.cam xw.toWngdxMx,4cam ORAMNO Ne ®•-0006710 (� ' �• WALTER A TILLR Jr.P.E. . FLORIDA,Lk./44167 ,� vlrM SIECT 6 OF 13 ` !!!/lIIIIIRLgtI •MIN.ED, POURED CONCRETE C0EI4E"C5 N1 . REOUHiE6 (5E£SiEET 131 OA60'THIGH S.S. ROLLER H0I19No OPTIONAL PENN HOOD (NON-SfRUCiURN-) 5 (2) -ON Tail•S.&G sus. ou GS ROLLERS 0.865' (TYPJ xJ/4'LONG NYLON BUSHINGS LOF1G(TYP. 3. +10J73'LONGSNYLON/ 3/116•A". BUSHSiG W/A 0.150• PCP RNEIS. . - I LONG TOP SECTION 0.500• O 10.O.C. O.D.AND 0.245'Ld_AND CONE.0.183••0.270'x0.030' III='.LONG.BOMM ULIRAFAB WEATHER SECTION 0.320.O.D.AND SIRIPPOJG FA SIDE(1y..) 0240•Ld. / Or ® r MN.SEPARATION To MASS T e N (SEE SCHEDULE LEN. ARAnON ON SHEET 13) TO MASS (SEE SCHEDULE 1 or ON SHEET 13) MIN.SEPARATION ®t 1/4'0 x I'TEIC SCREW OR . TO CLASS 1/40-20•x1•S.S.US WITH (SEE SCHEDULE OPTIONAL PWN GUAM NlR&WASHER O 4.O.C. ON SHEET 13) I (NON-STRUCTURAL) I 7 ®t H ALTERNATE 3/16'ALU POP RNLTS O u 5.O.C. 12 OPOONAL RAIN GVAAD AT REAR. I (NON-sPRIICRAUL) tl M.TERNAIE 3 1 B'ALUM. r 110N We �n�' s POPR O 5'O.C. \ IF �5 S 3/16'ALUM.POP RNEIS Op,�y�gt C7ANCHOR n' • 9 O 10.O.C.BOTH SIDES (SEE SFEET 13) 5 3/116'ALUM.POP RNETS O 10'O.C.BOM SIDE EDGE OF / O. 0. SW e li x,��s EDrE Or SLAB F . PDIIREO CONCRETE /OONEE PI C3• APPUMLE REQUIRED -(5£E.S M 13) � _ O. POURID CONr.FLETE POURED CONCRETE / REQUIRED. •MIN.ED. REQUIRED CCMkxTION CI •MIN.ED, •MM.ED. (SEE SH&13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION_ ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. �.. /AAA FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) �•�•,......•„• Jq�� 02015 TaTEco INC TITAN It FOLDING IMPACT PROTECTIVE SYSTEM DWI”Br: NOTE FOR COMBINATDON OF r5ECi1gN5: * E.D. m EDGE DISTANCE `:�Pr CENs 9 % A.".L I- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS CN SHEET 13) F ••• IL IN ANY WAY TO SUIT ANY WSTALLATION. a�E FOIDING STUTTER CORP. 53/10,5 ECO�NP:. DA,E 7M HEIISTREEr PLACE w Tn1R TEEMING&ENGINEERING COMPANY' WEST P HEIGHT,FL]3413 / nw as aea.a De.am,vnam a•mo0:n.anee 15-014 1 SEE LIMITATIONS FOR®OH SHEET 2 y A��• A C LIT •�� • ` x.P11E. 11BOo-BtJ-e371 0-mal:t6teeo0atl,mm .fdS121hA .mm DRAWING Ib ER-0006719 WALTER A TGLR J,PXeuc • FLORIN Uc./44167 •NNs ea SHEET 7 OF 13 H)u11i11nn11111 'POUREDCROUcaHa¢Te BLICKIC W6.000" ALL meUFD SC Ax MAX.) SPAN TIB£PFA 9GFDI1IE U)BONS W+H'0 rAPws X X ANCHORS OrPJ(SEE SCHEDULE) / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (s)2 OX-3/i NC COM 0 0 0- -- - --------o o-o ALLOWABLE TUBE REQ'O ANGLE NUMBER OF ANCHORS SPAN TueE PIM SO®LLE -- -.--.__-.__.___ _ TUBE MAXIMUM SPAN LENGTH EA. END PER ENO OF TUBE PRODUCT ' 7i°ALLOT o a u o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM " •3/{':. +/rnP, TUBE TUBE TUBE _ o e•oa •3 'k 3,{•er 3•J 80 106.0" 13 8 ® (� � 4E�U. LIE 2"x4"x1/8' 96" 85.0" 17 10 a1H� 144" 69.0' 13 -8 4 a J13•a BQ 117.0• 17 10 JW.1/4'a LENWH w Wa-TS AMU.ANGLE x4"x 1/4 96' 21 -- smoxw_OEE - _OPENINGp 12 -- -- - - ---P Ria - - - _ - -_-144"-----91:0'- '--21==--- -12 ---- - ffi1CAL ElM NIN [TUBE AT TOP) so. 109-0' 17 10 spm BE MOUNTING INSTALLATION >o.e R s 2x5 x1/8 96" 100.0" 21 12 SECTION Y 144" 81.0' 17 10 __ -• D N.TS - __ _-__ __ _ _ - SPAN nm _ _ _-_- {1/2 1d. - �.__ 124:0' 21 - 12- - - EA(TP.) IRTVIC Ilan 2"x6"xt/8" 96" 114.0' 21 12 144" 93.0" 21 12 r{•.r 31P rr pt - 35¢'e/a•.LENGTH p t ri{'ar 3'.3'er 71C VALID A150 FOR MIDHEIGHT TUBE MSTALLATION ONLY Y//IEPI THE SUMATION OF THE waT-Te Am ANCHE S.� '■+/{1,unerN SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED 114E MU.PRODUCT SPAN (� Ej ® Te AWY.AW3E SHOWN ON TABLE 1. (SEE scRmtrtA t, Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHi) a o O o ep TUBE MAXIMUM ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS -I/;0 N 3/a TFx mrt� PRODUCT a e•oc ______ _______ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE m31Yo SPAN RItE SCHEDULE ------- -- -----_ 'TO AM GD63-TS ALLOY 6003-- AM. (sE SCHEIDULE) 60" 76.0' 13 12 (e)1/P.3/{•r36 S3R3r {,yql SPACk SPAN TUBE PER SCHEDULE 2'x4"x1/8' 96" 60.0' 17 15 Ivc®lxlHoa3E, (3RE S NDU9U) rt Y ec taxnumvNlY. MDgR3(AP3 � (��;{ rC 144" 48.0' 13 12 COMPETE TYPICAL ELEVATIO�N�„qBE AT BOTTOM) 80' 87.0" 21 18 SPAN TUBE MOUNTING INSTALLATION 2'x4'x1/4' 96' 79.0• 21 18 (e)I/{•,314•TE1R SOEr 'SPAN TUBE 144• 65.0' 21 18 rt nn rDNanroxulY. 31{•ar J•al'a 31d1Hp• {Ij°. �� IK 80' 77.0" 17 15 fENLTII SBN-R AUI�L HOLE (3)RM OF 1/4. CiJE "� L 2'x5'xl/8" 96' 70.0" 21 18 TA-0011%ANCHMIS SSC EaAE) ?< p t 144' 57.0' 17 A 15 80' 88.0• 21 18 Ot S„I a 2"x6'xl/B' 96" 81.0' 21 18 Z Z 144• 66.0" 21 18 o b' o o INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE '/''"3/{'A" OR GROUTED CONCRETE BLOCK WALL a6m•uOI. 06'OA O 0 0--------------0 O O SCALE:N.TS. F (sE mloutp ._�__.________-� PUBE PER SCHEDULE -Sm B > O O O O O O / SPAN TIaE PER STYEDIAE MAX.A.S.D.DESIGN PRESSURE RATING- t7Z0 P T- SF 3SQY1/{' ALUM ANGLE Te FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zane) p*�( tsffsnEDulF1 ?•' CEN,gF •.'P4� ®misrnTFeoHuc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMPOURED 1A,wAauH 0/ I p* _= IL ECOTNc. FOLDING SHUTTER CORP. 03/GATEI 10/5 NOR r RLIb1FD 4--Sd er 3*w.1/{' • TILUT TESTING R ENGINEERING COMPANY we p))y�(p�ti E 13 15-D14 IFJICIN Bess-"A llfl AN LE ` ®A at dR F.A 361.LMN fJR00aR n.DIeF ((e)ye N 3/4•Tcxs V TYPICAL ELEVATION CfUBE AT MIONdGHT) ��^!{•�7jY 1.�,.:pnxG+-Iso.Fm:tsmpn-Ica+ Pt Teoo-e(a-N71 AT 2 nn Idlb11DINAlLX (SEE tnA'nCa� .'•.N0 R1 .�(4� -roan:tm-DQeel . .nIJN°NrphuNelemm DRAWING N. SPAN TUBE MOUNTING INSTALLATION ( �o!!^^ EB-0006719 T SFE DURATIONS HCR®ON SFIEET 2 WAITER A.-n Jr.P.m .m Ns r • SE$ j FLORIDA lSc}44107 w::,n. SHEET a or 13 I/4•I i 1 J/s• NX Eo. 7APCON4/C!✓f7E-FID( (SE 927 �EXSTM CLASS smuenm A1N710R5 o ANY o.a f8) IBFL Ea S 5758'(1WJ EJOSIfNO (SFE 40.EE 1J) EJISIMB ' 6 SfRUCNIrE / \ smunuRE J/1 B'POP RIVE75 oR nEW a/cF RN"WOFM ' "'� * 1/4.0..1 J/a• / ie�o:cJ/4 iD6o (IPJ /a�E owc / 1 fir POP� 3 or ' 1 t or t or 1�t or OR 1/4.0/4• W� lTE1a o Ie o.a j WALL FACE END CONDITION 18 9D'Q 90'0 2 mel -- -- —'"-- - _ - - ----/ - `- -'-_- -.--""--9 - _--_--_— --- --- --- - ------ _-- -- - -- - -- --- h•POP-RSO - - - 90.0' - - - � - % - _ _-- g-- 4 SH INN- 16•o.a (mmm + OR85 OR mEIeOR) Mw[�I (2) O 30'O.C.O EXTERIOR c2) a JB•O.C.a NEUP„�R 111�m>,9• / \ �P ) •30" _ O.-o 1 T'AiTfLR UP_ i HORIZONTAL SECTION 20 °�°4: SPAN (nu�' �a s - 18 / HOWCNM SEcnoN SmgLw OR , (LE.AhTb FXIERNJR) NIERM OR E MOR) (wmm HIENOR IMEROR CR FJmm) rae/e caNr. aR,/4•:s/4' 7k ANY VARY AT LA41'SLAT�T TRAPPED EVS'dUAl10N5 6o5J-re Awa,•u,�Ec 4 OR nxs o Ie as 4 OR tAn /caEtE-F SHOWN I TAPOpN ORE7E-fiF1I H7N I\ 3 t SEE UlRTA71DN5 FOIL©ON SHEEr 2 ANO1oR4 a te•as ro SHOVAI EANOOM 0 Is 115,QX' ucnnE R Ex mA STRUCTURE BUILD—OUT ,/2 200-'6•CONT MIN. 600-79 ALLOY HN(aE END CONDITION \ 3/19-MP RVE1s E0' E4 . m w (/4.1 J/4•Tom OR txlsnw s7mxauRE .END LOCK ANGLE 1/4_.J/4•eOLars END LOCK ANGLE Nurs o 11 o NOTE-1 140MCN00.SECIION HORQO,IPL SEL•11ON r l 2'1 1/e'4900.1-Te 1 4•v J/4.1EK ONE LOCKING TUBE. PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR mMr.uL BENT ANGLE RM�ErE1All o e oc INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 0 A (2) o Jo'o.a o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE. NSPAH a(�)°(�o ssw 0.357'x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.a o uE15P FOR UP INTO IT WITH A 0.120' o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCftE1LV MAY W MI mB A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM INMMRaR mDeaW OF THE TIP A SQUARE, 0.475'xO.475'xO.085"THICK COLLAR MUST BE INSTALLED. AT THE TOP OF 7HE 4 OR(5� ALUMINUM LOCKING TUBE A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE SHOWWNN (1)PIECE, 1.375' LONG, A 0.366"xO.36exO.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' DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLD THERMOPLASTIC TP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER pux.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. Z@ rEp � 0R ( , 45 OR DMWR, SHO ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL P, SS= FLORIDA� BUILDING CODE(High&Non High Velocity Hun(cene Zone) 0 2015 nlJEco INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM .L END INSTALLATION DETAILS INTO CONCRETE. s :' No 44167 CONCRETE BLOCK & WOOD (AS APPLICABLE _ (* IL ECOENc. FOLDING SlIIJfTER CORP. • TIL17E TESTING#ENOINEERINO COMPANY 7099 HOSTRELT PUCE 44 eat NVI.xlw sA�..a J00.t4g0K\o4mq R 11tH HEST PAW BECIL FL 31113 15-014 i N N:1800-4943-6771 '',/`' •,. ..`: ,,. X 19.mm ,,..ralmmd.Itlere..ml BRAWINOH. WALTER A ntLJ Jr.P.E. •..• .� �... ®•,, ROIROA Lfo 44167 mons SHEET 9 OF iJ 4 12" Y I'M 1/9' ' j BUM1D-0117PER SMIM 4•SHM 6 A AANGLE EEO WY F _FTioY OPFNOR TOY7AI�OPEIO�N)NO ANCNOt v BUILD-OUT MOUNT (I)3/16•POP PER SEMON 4•SHM 6 RIYEISi _ EACH IED OF I`d ANGLE _ SIMILAR AT uimurE ML EXTERIOR ELEVATION LL AND BOHE'Dsloes PLAN VIEW A—A MDuxr FOR ONE OR ao7N ANGIMOF PRODUCT I1® ® I - (:)a,/.' w 3/.' Ij ®� OPTIONAL SIDE ANGLE 2)1 f/3/,e'POP l✓ 1 1/I'.,Y,,,,1,,v1r/-�,�,1,(b'x o•-Y (FOR SMON 4.SKEET 6) laVE15 PER 16.% Vw!ml'^"_^"•"' 6: (( TUBE BOMM OR TO WALL(2 REDURFD) fAEIE/-FID,Cl rA EA ANGLE TO SLAB ® 1/4'Y:1 3/4' r cow/CREfE_F1.F]( •l END END pR L DO BE FLAT ANCIgfS O,6'0.G 00 •S 3/7C POP W&M CR EXERNG SnOXT IE O tY D.C. 3 1/Z MPL R _CORN POST .4,• EDGE of OONUErE �6T „�_ • •• ISOIifETRIC SLAB (11•P.Ar'10P'AND BMW MASS) 9 En R�BE FIAT 2 TRAPPED END CORNER POST CONDITION W/ FLAT END HORIZONTAL Sr1=N ``\`���u►�1411U will,, ill ApA�'Ai •A (� /T i FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, \\G NSF' •; ®201SrL1DARIC TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRA"F'U A G/Y.L CONCRETE BLOCK & WOOD (AS APPLICABLE No.44167 '* TILT EC—0, FOLDING SHUTTER CORP. a,EtS • TIWi IE NO a:CNG,”—"r COMPANY ME PAW FL S3N3 lm vna,a 4YaDR n a,e4 15-014 d �(��: rtcn. (•mAn_,elo.Fm.(afNn PN:,6GD_6{3-637, C s-m EE hNa•o06d.ean asxfal�ngaMrkteYcan DRAW6IO FIe ' Y LORI A t.0 P �y FLORIDA Uo/ 187 mnolx 91EE7 gA OF 13 - WALL FINS" -�1 �u OPTIONAL RAIN HOOD •�'.' (NON-STRUCTURAL) . ?<<; WALL FINISH +10x3' LO S.M.S.N/1/2'0 x3/4' } ROLLER HOUSING LONG NYLON Bl5HNC5(TYP TOP) OpINFL•IION is AND 1' MUSING BO44.UIPf AT ROLLER HOUSING OW.) • o p#� 0.080•(HICK SS ROUEN NOISING ul Z- -7-- _ .11 _ __ _ r - _moi ___.:. e� ,.''�"`p�3..,. .WROLLFRDN:. _=' __ _, •____ .:__- - __ - -__ - — - - -((NON-STRUCIORAIa 0.89910(TK'.) 0 6 210 CONT.WOOD .-. 'HEADER RE07). 410 x 3'S.S.SMS.W/ 3/16'ALUM.POP .t 0.373'LONG NYLON RIVETS.O f0'D.C. 8U51lNC-W/A 0.190• CONT. ComilimOM C1 LONG TOP SECTION O.S00' 0.163'x0.270• t;: O.D.AND 0.245'Ld.IND x0'070' 0323'LONG BOTTOM � Our , SECTION 0.320'D.0.ANO STI7IPPING FA ® t c 3/18'ALUM.POP 0315•T.d. ' O 18.O.C. cm.) NET$ ' MIN.SEPARATCN 2'x4'CDNT.WCOD I IN.SEPARATION TO GLASS MUM REO'D. TO GLAM (SEF SCHMULE 1 Or (SEF SCHmULE 1 or �+ ON SHEET 13) ®t ON SHEET 130 ®t 25N'CONT. PLATE REO'D. S WALL FACE MOUNTING INSTALLATION A`I g SECTION 2W (TOP) a COHNS M On \\-WALL ND ISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD 11.�` R A�TI!'�j''�., FLORIDA BUILDING CODE (High a Non High Velocity Hurricane Zone) M v\ S� TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM L 4� NOTE FOR COMBINATION OF SECDONS: }� C OS/to/m 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TD = - IL E C O INc. FOIDNG SHUTTER CARP• DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- NOUNTING SECTIONS CAN BE COMBINED = x egg�M MACE NOES IN ANY WAY TO SUR ANY INSTALLATION. ,• • �• ee Q••,�`SLL4I` nwrTo«.T.xE. 140 a ENGINEERTNAeOpVdtCf9-OTMnssPiAmN�Ytae WTs7 PAW E1CFFL 33 113 15-014Re 800-8/3-am o Tlsll a xw.NaldlrgehuLtmwavn ORAwm No O'•, C f\1� \ EB-0006710 WALTER A.TIII.N Jr.P-F m x�e •�1JIA, �B.�f MSI • , TE RDPod1 LIa .67 a+M. SHM /0 oT 13 1/4'0 r 3/4'Wits SCREW OR 1/4'x 3/4' BOLTS W/NUTS&WASHQS B B'O.C. REQUIR(EMDIa)ER%UICSThIING WOOD BOW OF EXISTING WOOD BFAV TD BE ?v CERTIFIED BY REGIS113tm {.^ WALL FINISH .0.060'THICK SS To PROD OR NSTARCLLATI PRIOR i SEE LIMRATIONS FOR ®ON SHEET 2 1D PRODUCE INSTALLATION. ROLLER HOUSING 2724'CONT. 04 . WOOD HEADER OPTIONAL RAIN HOOD REWD. EO. EQ. �N_y. N07 FOR GONIBINATiON OF SECTION4 1- MOUNTING SECTIONS CAN BE COMBINED CONNEGIfLN 135- -LONG,~ TRUCIRBIAQ "S.S.,BI15faNw4/9 C,y,.TOP)4• IIN ANY WAY TO SUR ANY INSTALLATION. :} AND 1'LONG(TyP BOTTOM),D(CEPT G, AT ROLLER HOUSING(MNOTE OPTILNAL FWN 71000 \nd _ _ __ - ++:'�*s'+:I • __ (NON-SfRUCIURAI� 1 FOR TIO WOOD_FRAME_CONSTRUCN:WOOD_MEMBERS TO (2Rp.L NYLON— - - - —- --..._BE HAVE A MIN.-SPECIFIC DENSITY OF 0.46 OR EQUAL ----._- - -- IL7 0 I I it i—___1_d II 8 I II it !.( I - 3/16•ALw. - - - - - - - -- ___IT 8 POP RNEiS. /10�3•S.S.SM.S.Wf 0.373'LONG NYLON pLTERµA7E.LEG W/-A-0.150 LONG TOP"SECTION ®IB'O.G °.500.O.D.AND 0.246•Ld.AND 0.223'LONG I POP RIVETS, I LOCATION COM. 'O.D.AND 0.245'E.d. (SEE NOTE•) 0.183'x0.270't0.030• BOTTOM SECTION 0.320 0 16'O.C. ULTIiAFAB WEATHEMR MM.SEPARATKIN I I STRIPPING EA.SIDE TO GLASS f or ®i (ON S EEr ULE 13) ON.SEPARATIONtL MIN. TO GLASS O GLASS ON (SEE SCHEDULE a (SEE SOCKEDU SHEET 13) ON SHEET 13) 1 fr ALTERNATE 3/16'ALUM 1 or ® i ALTERNATE LEG ® I I 1 or® T POP RIVETS O 5'O.C. _ LOCATION OPTIONAL RMN fUA161 I ALTERNATE LEC AT REAR i--1�'1 I rC"i_ - `_ �N�•) (NON-STHUCTIem) LDCATIDN I II LL 1i3j II ��iSSS I _ 11 (SEE NOTE•) I II 11 ALTERNATE 3/16•ALUM POP RIVETS o 9'O.C. AT REAR. WOOD PLA•I F�— '___'•____-r j II :Cts �•�'�"� ,_`:.:.. �a 8 '.�, REO'D. .•r I II I I o n 9 9 Er 3/10'ALUM.POP RAE'S o '� y 10'O.C.BOTH SIDES 2 3/16' E(5 ALUM.POP RN d •m O 10.O.C.BOM SIDES W EO E0. 2'x8'MIN.WODD . p DECK RERRRED S 2•x4'CANT. I 1/4•I:]/!'iEle SCREW (NO FINISH ALLOWED) 1/4'I x 3/4'TEALS SCREW WOOD PLATE I OR 1/4'x 3/4'BOLTS W/NUTS RFLb, &5 0•WASIiER O 6'O.C. w/5/6'tY/.BLBt°R � L'AIIFLTW CB 1 I _ 1/4':3/4'BOLTS W/NUTS& I 14 5/6•WASHER O 4'O.G fr ^ 2'MIN.E.D. 2•MN.ED. C3 WALL.FINISH WALL FNI5H BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION AAW OTTOM) SECTION 7W ````YpLL11111A1..... AfYAAr'r . y{yy� :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTEDV;'••��C EMs•'• ®2°15 TILTECO TNG TRAM II FOLDING IMPACT PROTECTIVE SYSTEM 0P1t'M Br. Ae./M.L INSTALLATIONS DETAILS INTO WOOD IL ECoFOIDINGSHUMCORP. °"DATE18 SCALE N.T.S. a wIN T TESTING&ENGINEERING COMPANY 7068 HEMSTf6ZT PLACE • i,]'f - 6lm bN...IeA 9.S4]0!,1wCM1 aR�R n I'm 1167 PALM IE/OI.R SSM] 15-014 9'•, •Q pa.:(xe1671-10]0.rm:(7m1�1-fin RR 1000-643-6311 O• F owel alsmn —fd*gwft.o ORAAINO No ����•. CQ DP �4 WALTER A.A.00I/R1Jr_P.E. .n �//AAA I ••• `, FLORIDA Lie./44187 xinole tati SIIEET E1 OF 13 llllllll . MBJ.T SEPARATION MIN.SEPI1PA110N � 1'•�(ON SHEET 13) d� ro GLASS or®T of I ON SHEEP 13) (SEE��� ZS ON SHEET 13) �}u OPTIONAL RAIN GUARD (NON-STRUCNIRAL) 0 x 1'TEK I ALTERNATE 3/1e'ALUM. SCREW OR 1/M-20•x1' POP RNETS O S• WAS LLS WITH NUT d 7 AT WAR. .° 3/16'ALUM.POP Rms WASHER O Y O.C. ��3' BOTH 9DE5 EWE OF_SLAB •� F APPLICABLE _ EDGE OF SLAB'. ALTERNATE LEC& qq � IF APPLICABLE ANCHOR LOCATION ��I K .i (SEE NOTE•) r1 _ 2'x8'_AIN.WOOD DECK REOIRRFD _ _ - _ _ (NO FINISH ALLOWED) CORIE�bts C8 EINE OF 2•NN.F.D. . SUB EDGE OF 2•MW.ED. APPLICABLE SLAB IF APPLICABLE t SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING.INSTALLATION -—v SECTION 7BW (BOTTOMI I MIN.ED 1'MIN.E.D. NOTE FOR COMRINAIION OF SFT:T10N5: 27x6•MIN.WOOD DECKREQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (No F uRSH ALLOWED) IN ANY WAY TD SUIT ANY INSTALLATION. MillTO SEPARATION FLOOR MOUNTING INSTALLATION 2•x4•CONT.Woos TO 114IES: PUTS REOb. .(SEE SCHEDULE SECTION' 7AW (BTTOM OS ON SHEET 13 ) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL ! (3)5/16'0 LAG 2• WALL FINISH M� or®t E 2- SEE SECTIONS BW& 14W FOR MAX.A.S.D. DESIGN o� SCREWS W/2 1=MILL I MIN.ED. $ I PENETAA W AT PRESSURE RATING& SPANS 1•,4'x 1/8' b (27 OF RAFIER/ITNS56 ~`�, 6063-T6 CONr. o "K ALUMINUM TUBE 1/4 x4•(6063-T6)FLATD16TIHG 2X WOD G - g PLATE W/1/4.0 x1'LEU TIe1 m OR RAFTER 2x4'MIN.WOOD SCREWS O e'O.C.IN AT 24'O.C.MAX. STUDS O 16.O.C. 1 BETWEEN TRUSSES OR .500' I 1/8•x4 (600-76)FAT ' RATE W/1/4'0 A'TEX SCREWS O 4'O.0.IN (2)1/4'0 TAFCDN OR 1/4Y CRETE-FID( TRUSS6 ANCHORS OR 614 NDS WOOD SCREWS OR 1/4.0 m 8 EDGE(F APPLICABLE) ANCHORS LAG SCREWS AT MIDWIDRI OF EA STUD W/ I -,y 2 1/2'MITI.THREADED PENETRATION INTO WOOD T/4•MAIL PLYWOOD EXISTING SOFFIT STUD 1/4b x 3/4'TEK (2)NttON SCREW OR 1/4-20 x 3/P 0955'0.0.ITS 610x3'S.S.S.M.S,W/1/2.0 x3/4•LONG EO' `f0. Ss BDLTS W NUTS k NYLON BUSHINGS(Typ.TOP)AND 1•LONG 60 1/4'0:3/4'TEK WASHER O 6(0.0. B C)BOTTOM),EXCEPT AT ROLLER HOUSING $ SCREW O 6'O.C. 610.373'ARG NTLON/ I I MOUNT TO WOOD STUDS' MOUNTING INSTALLATION BUSHING .0.270' I INSTALLATIONS DETAILS SECTION JAW (BOTTOM) LONG TOP SECTION245' 0.500' 0.163 O.D.AND°.245' TT AND ��. 0.223'LOW BOTTOM MOR. GLASS - INTO WOOD • A.S.D, bESIGN PRESSURE RATING— +60.0, —60.0 PSF sl:crRON 0320'O.D.AND 70 GLASS Uw�AT�RIEA f oa YltYttlpuOHUrry 024S'Ld. (SEF SCHEDULE STRIPPING EA 1" \N. ,,r� A/ri FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) Mr.) ON SHEET 13) I SIDE OYP.) °r�` T b SCALE N.T.S. ` . `� .••••••••, R/ 02OtS TRTECO IND. III: .y�Q.'�YCENSF'•,P % TITAN II FOLDING-IMPACT PROORAwNTECTIVE SYSTEM A.G./ILL IL E C O oNC. °"1ME FOLD SHUTTER CORP. 111,E HEADER TO TRUSS MOUNTING INSTALLATION *�3/f ;* ITILUIT TESTING d ENGINEERING COMPANY ��T R� SECTION SW (TOP) % F/ NEl Nt]EU. SY JJ�M°N4W6J5f 11166 WFSf PALM BEM-1123Y4i3 . , )5-0)4 �� E6•-0006718 RCF 1 1 tOF WAKING P. MAX. AS.D. DESIGN PRESSURE RATING +60.0, —60.0 PSP i WALTER A TMUT Jr.P.E. nxtnxw em e• mn ^��• txw "yy FLORIDA U.1 44167 o mn.m a� S1REr tz a u !HHIfHII/1111 IueY[wIIM IN{ND PRESSURE (osf:) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND . ORRESRONDING MAXI Um (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/F) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE k 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 ww uAMN suis SPAM A MAc CONCRETE CONCRETE BLOCK STEEL WOOD PREmftPmme �" CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR L+/-) �16lSSAE a earlw TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK 0.+1E P(M1 r - TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psi 144.0' 144' 180 Ib ft A B ! C / A C E A C F A B C A C BIT 0' 88 Ib ft 9 425 LB/FT - 38 FT 157 LB/FT 134 LB/FT 256 LB/FT 397 LB/FT C1 9 417 LB/FT - 388 LB/FT 134 LB F 35 psi 100.0" 100" 146 It ft 6 473 LB/FT - 418 LB FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 6 461 LB/FT - 418 LB FT - 202 LB f 144" 144' 210 Ib'ft 12 7 LB FT. - 3 1 r67BFT 142 LB/FT 271 LB/FT 3.47 LB/FT 60.0 60 ._100 Ib R C2__ g _ 456 LB/FT - - 362 LB FT 250 LB FT 190.LB FT 318 LB FT_380.LB Fi _ 12 3�5 LB/FT - 334 LB/FT - 142 LB/F --- --- 40 psi 100.0' 100° 167 Lb R -- - C2 - - -9- - -41Z-LB/FT -_---- _,362.'LB/FT _ -._ -- 190!B/F 144'. 144 240 Ib ft .6 525 LB/FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB/FT 443 LB/FT 6 502 LB/FT - 419 LB/FT - 285 LB/F 60.0 60.0 115 lb/ft: 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT - _ 80.0' 80.0' 154 Ib ft C3 6 0496LB/F-T - 375 LB FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT 309 LB/FT - 134 LB/F 46 psf 97.0" 97.0" 187 Ib ft 3 - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 6 469 LB/FT - 375 LB/FT 202 LB/F 115.0' 115.0' 221 Ib ft 9 - - 370 LB/FT 157 lB/FT 134 LB/FT 256 LB/FT 393 LB/ 3 760 LB/FT = 572 LB/FT - 304 LB F 144' 144" 276 Ib ft C4 6 - 448 LB/FT 236 l8/Fi 202 LB/FT 357 LB/Fi 4B3 LB/FT 9 445 LB/FT 370 L9/FT - 134 LB/F 60.0" 60.0" 125 Ib R 3 - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB FT 753 LB/FT C4 6 561 LB/Fi448 LB/FT - 202 LB/F 8 .O' 89.0.' 187 IDR 3 912 LB/FT - 682 19/FT - 364 LB/F - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 IB/FT 50 psi 100.0" 100.0" .208 Ib R 9 226'LB/FT - 224 LB/FT - 83 LB/F 120.0" 120.0' 250 Ib R CS f 6 / - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/Fi - - 144" 140" 3DO Ib ft 843 LB - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT 334 LB/FT 125 LS/F 60.0' 60.0' 138 Ib R 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/Fi 3 681 LB/FT - 670 LB/FT = 250 LB/F 81.0" 81.0" 187 Ib ft fC6 ,• _, 6,`_,' 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT 55 psf 100.0 100.0" 229'16 ft 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0" 120.0' 275 Ib ft3 663 LB FT 756 LB/FT 646 LB/FT - 4 289 LB/Ff 301 LB/FT 183 LB/Fi - - 114 LB/FT 153 LB/FT 137' 134" 330 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/FT C7 4 232 LB/FT 236 LB/FT 183 LB/FT - 60.0' 60.0" 150 Ib/ft _ _ _ _ 3 310 LB/FT 315 LB/FT 244 LB FT - - 80.0" 80.0' 200 ID ft 2 - - 306 LB/FT 12 388 LB/FT 460 LEI/FT 409 LB/FT - - BD psfr 100.0" 100.0 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT C8 8 582 LB/FT' ,691 LB/FT 614 LB/FT - - 1t5.0' t15.0' �288�Ib R C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/Fi 252 LB/FT 6 1777 LB/FT 921 LB/FT 819 LB/FT - - 131" 128' 6 982 LB FT 1194 LB/FT 819 LB/FT - - 530 LB/Fi 336 LB/FT 59.0" 59.0' 160 Ib At 65 psf 92.0' 92.0" 249 Ib/ft 100.0" 100.0" 271 Ib R MIN" SEPARATION TO GLASS SCHEDULE ANCHORS nSEE GENERAL NOTE C.2-ON SHEET 1 726' 123" 360 Ib ft ' 60.0" 80.0' 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING NON HIGH VELOCITY TYPE DESCRIPTION 70 PSI 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY HURRICANE ZONE CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121` 118' 374 Ib/q SPAN HURRICANE ZONEZONE RICAN ZONE 4 1/4'0 TAPCON W/ ADVANCED 59.0' 59.0" 187 lb/ft A THREACFORM TECHNOLOGY 3.50" 2.50" 9 N/A 4.00' 4.00" N/A N/A 75 psf 100.0" 100.0" 313 Ib ft 2 1/2' 1" 2 5/8- 117' 114' 387 Ib ft AS LESS B 1/4" A x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A' 80 PSI 113" 111" 400 Ib ft 90 PSI 107" 104" 424 Ib R >5'-10" 2 5/8"+ 1" 2 3/4•+ 100 pat 101" 99' 447 Ib ft TO 8'-3' C 1/4° 0 CREPE-RIX 3.00" 3.00" 0 N/A 3.00" 3.00" N/A N/A 110 psf 94' 90' 468 Ib ft 1/4" 0 TTW-BUILDER B7' 8Y 484 Ib ft >8'-3" E N/A N/A N/A 1.00- T20-PW 130 psi so' 76' 483 Ib ft TO 12'-0' 3 1/2" 1" 3 5/8' TEK SCREWS 140 psf 74' 70" 484 Ib ft F $14 NDS WOOD SCREWS OR N/A N/A 9 N/A 150 psf. 69 66 483 Ib ft 1 4" NDS LAG SCREWS 160 psf 65' 62" 483 lb/ft AS DEFINED BY ASTM E-1996 STANDARD. ```\t�gt11N"TJ�AAAA�i AManz: + EXCEPT THAT 3 5/8' SHALL BE USED �A R tFLORIDA BUILDING CODE(High &Non H _ q igh Veloeily Hurricane 2or . Q, ':� 02015 TLTD70 INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN IN L+:UWMUM ALLOWABLE.PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, S�;'•VCENS�C A:a/M.L GNFN POSRNE A.S.D DESIGN PRE59ARE RATING. .4, 4A & 7A. L-:MAX ALLOWABLE PRODUCT SPAN FOR A �' = 07/10/15 GNEN NECATNE A.S.D.DESIGN PRESSURE i L -EC®iNc. FOLDING SHUTTER CORP. RATING. *•: �'* GIC O TIWT T:SrING 6t ENGIN[[RINo DOMPINY 70M 16}MM PLACE FINAL MAN LIM ALLOWABLE PRODUCT SPAN 15 Z"O'• TIL IT ES N sd m A e�4 n AW WEST PAIN BEAM R 33413 EQUAL t0 UTNE MMM1M DETERMINED PRODUCT S TC F ,.:�L�` vne..r(Jae7en-1(m.nu r lamlerl-tm1 P(t 1600-643-Art 1$-01 SPAN BETWEEN'L+'AND"L'. ���C`''. �OR1OP.• •� -SEP-0008718 Lwm .Id Alencan ORANINO F " may, ® , wALTCR A.TWT Jr.P.L fl.ONIG Ue/44167 mw SNFET 1J of