Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online rage 1 of z ReciWatio r Florida Departments BCIS Home I Log In ! User Registration i Hot Topics I� Submit Surcharge f Stats&Fads Publications FBC Staff'i BCIS Site Map Links Search Busines Professi I product Approval Q USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R1 �I Application Type Revision Code Version 2014 1 I Application Status Approved I Comments Archived ❑ I Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place I i, West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com p , Authorized Signature Ed Heritage l edh@foldingshutters.com II Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 ed h Vold ingsh utters,com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Placel West Palm Beach,FL 33413 (561)209-7675 1 edh@foldingshutters. m i Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida!Registered Architect or a Licensed Florida Professional Engineer 'I m Evaluation Report i-Hardcopy Received I 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,i.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R1 COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard i Year TAS 201,202, 203 j 1994 I; I I Equivalence of Product Standards Certified By I 11 1 Sections from the Code I I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 rlorida Building Code Unline 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.odf Impact Resistant:Yes Verified By: Walter A.Tillit]r., 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.Ddf 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: secUrlt MITIt1Cti https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 l .. t GENERAL NOTES• 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G-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(FNM AND OUT OF THETA(NHWFI2). - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.OR 1/4'0 CRETE-FLEX,AS IANUFACTUI?ED BY ITW/BUDDEX. INC&ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAG SCREWS. _ .DESIGN WIND LOADS SHALL BE DETEFd m AS PER SECTIONS 1820(M41*&1009(NMAM OF THE ABOVE MENTIONED CODE• FOR A BASIC WIND SPEED AS REQUIRED BY THEJUPoSDICTTON WHERE THIS PRODUCT TO BE INSTALLED FOR A OIRECTIONAITY FACTOR H0.1M, Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXWUN A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION.ULIMUE DMM WIND LOADS DETERDLIED PER ASCE 7-10,SHALL BE FIRST• CA) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLED(OR 114 NDS WDOD SCREWS OR REDUCED.TO A.S.D.DESIGN MND LOADS Til'MULTIPLYING!FEL BY 0.8 IN ORDER TO COMPARE THESE W/INX.(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND CB THRU C8 DESIGN FNS RATINGS INDICATED DN SHEET I& -- - - - CONNECTION TYPE AND 2'FOR C5.OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENEIRAIION INTO WALL FINISH SHALT.BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED.,AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M1 USED IN THEIR ANALYSIS.A DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4.0 TAPCON OR 1/4'0 CREPE-FLET(OR 014 NDS WOOD SCREWS OR 1/4'0 NOS OF FASTENERS IN WOOD. - _ - LAG SCREWS INTO WOOD SHALL.SE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3)IN CASE-THAT PRECAST STONE.PRECAST CONCRETE-OR BRICK-PANELS•-VENE ER-OR PAVERS-BE-FOUND-ON THE-EMSTING=- SECTIONS ISM&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING,INC. WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.).HURRICANE TESTING LABORATORY(H.T.L)d AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE G1 ABOVE TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1515& IGD4 OF THE FLORIDA BUILDING CODE (0) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KSI(MIN.)MATERIAL. 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(D&Q SHALL BE g 10 x 3'• 410-HT MINIMUM-SER6_W/ 173:6Imt YIELD -1/4'.0 ITW-BUILdEX-TET(-SCREEDS•-W/-FTAl-THREAD-PENETRA'RON. STRENGTH& 187.4 kaI TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 50DO SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co. BOX 507.WEST CHESTER PA. 19381. NOYES - 3.ALL ALUMINUM EXTRUSIONS SHALT-BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH DA)MINIMUM EDGE DISTANCE OF ITW BUILDER TER SCREW 1'. FOR 600-718 ALLOY AT SLATS SHALL BE FY-25.9 ksL , 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 kaT YIELD STRENGTH ANT)90 kal TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TIW/BUILDEX 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 8.B SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCRETE BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS!304 OR 316 SERIES STAINLESS STEEL WL1H 35 kal MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 6.ANCHORS TO WALL SKULL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) 9.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE-WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS. MUST PROPERLY(LOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS (A) TO EXISTING POURED CONCRETE: 10,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. B UIUDEK, INC.TO MIN.fo=3192 pai• WITH SECTION 1710A.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN. fc-3000 psi. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-REX.AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN. fc=,3350 psi. 11.FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THE$DRAWING PLUS ANY N=&. BUILDING AND ZONING REGUI.AT INS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. At) MINIMUM EM13MMENT 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.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE TTE.SDE CONDITIONS DEVIATE FROM THE P.E.D. A2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRETY EMBEDDED(7/87 INTO THE POURED CONCRETE (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIOED 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.PREGAST 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 MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE A5 INDICATED ON INDIES A.1 &AL2 ABOVE SITE BECOME THE ENGINEER OF RECORD(E�O.R.)FOR THE PROJECT AND WHO REGISTEREDECTS SHALL BE PARED BY A FLORIDA WILLNBE RESPONEER OP SENGINEERIIBLE FOR THE PROPER (B) TO EXISTING CONCRETE'9LCICK WALL:ASTM 0-90. USE UTTER THE ENGSITINEER OF CORD,DRAWINGSACTING FOR RS DEL. �04NEER TO THE P.M.ENCINEER• SHALL SUBMIT -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BUILDER.INC. 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED 13Y ALL POINT SOLD SET ANCHORS. (E) PRS P.E.D. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER!THAT -1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. H4)E& THIS DRAWING SHALL ONLY BE USED TO OBTAIN 9.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. PERMITS M THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(ED.)SHAT BE AS PER SHEET 13. `,AAV1111111111tNlY// B.2)3/4'SOW SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE CONCRETE BLOCK INR.NOR A... //i FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS SCREWS USED SHAU BE 1 1/2'LONG \- S4C\CEN `� ®2015 mTEW INC. dL1RN ft SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. t �'•.�Z TITAN II FOLDING IMPACT PROTECTIVE SYSTEM AAL/141. B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. O3/1O/1e ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE ; dw = I L EC O L 14,. FOLDING$NUTTER CORP. DATE SHAT BE AS INDICATED ON NOTES 8.1 &B.2 ABOVE. 3 TLl7T 7ESTN0 Q ENGINEERING COMPANY WES7099 HEZIREET PLACE T PYY BUCK FL 03{13a PN:18a-etis-a3n Q` •'•4+�� a-metr.wt�eaal.wm .w,ob+mDwL«+� DRAWING ae IE-0008719 WILIER A j TeIJT r.P. ///AAt•• , TE FLORIDA llc. HJ707E 1~ MN. SHEET 1 W 13 low, - .ars• x9.,• ' xe6i' I .Lam• 2 �zsa9• pyo � L. ra13• .gas- a• .a g � = c� N x• 1313• - _ alr �T 3 raw• G�Tu�TA r.we' — ® SLAT WINDOW Q Q FLAT END (i0 BE USED FOR ALL 1NSTALLA110NS 6063-T6 A(LOY _ X063-75 _ 6063-T5 ALLOY EXTERIOR CENTERPIECE afA Y7NCLUDE-PERFORATll1NS-AS PER- -(TO BE USED ONLY"F17R INSTALLI7TON5 - - -_ - -..,.. -- -- - - - ®_ � - ,p- �_ _ _, �+� 6063-76 ALLOY DETAIL ON SHEET 3) 30 FEET OR HIGHER A60VE GRADE .._ MEASURED AT 60TTOM OF OPENING �' 6 ALLOY SEE COMPONENTS 20,21 6.22 ON y SHEET 3.) - --- --- --- -- loot _.61f•-- .na• - LIJ2' Ease' 2718•__ 2837- H c7 /b0Y .611 .f70' �. .oe1` - N.rw• 2{ I.9eY '�• � .0e1' •1 .9sr• � � f�1 m9' � .oer era 2x13- sns• xerr © En KAX. B.O. O M MCK ADAPTS © SPALL HEADER c+if r /��'r�� Grp ® I CEILING - ® - 7'I'o� SILL TIZAc I 6063-T5 ALLOY '7` j&, 1i+'nL TRA ® f AZIOV 6063-T6 ALLOY .sm• 2ma t2 COMPONENT a b t1 t2 xsze• @2' 5"MAY. 0.125' 0.125" a1Y ~ 1® 2" 4"MAY. 0.25' 0.25' .am• c a © I• 2'MAX. 0.062' 0.062' ' c11s• ©i ,ALT. $0?TOM TRACK ADAPTER © � _ O GU R� ALUMINW ANGLES ® 6RAIN HOY 6063-76 ALLOY -6 ALLOY 6063-T6 ALLOY `wCOMPONENTS a �L J°° t pIG6 IN&" = J Mip FLORIDA BUILDING CODE(High R Non Nigh Velocity Hurricane Zone) oe¢ ��Q• ''•• ENS •'J9 02015r6reooac. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ��' LD © 10 ApL,Gpy TsALLyOy J 'k / p ; • �=- ®e 1L E C OnxiFOLMSKM C OR P. DATE iVpES 070 ,IF]fffW PLACE LLT TE411N0 a [NG,NmtINO CouPAW WEST PAW FL S3N� 15-014 CEpOw �F sR1e �f firm? Pit jd&.Pkmmomwml u ®_00097,9 �..�---^- WALTER A MIT Jr,P.E.28 1/2'LONG . Ap 'yr NAMG4 Oa 1 13197 •x vrs.0 me sxcn T Gi is ' 11111fIHH11iH� 1�D9AY'KP i (J)ROWS OF rrrat { tm9 i 1 /4'01, i roauTmn SPACEti , 000° j R' I ; ? Z-CIDP EAL'N SIDE TABLE 1. SOURCES FOR &�T OQO orREcm „an ( of wruaoly(sem raerE r) - aPnohcs SLITS i QO I i iSIRMURD -060 6 i_ E i TY7+IGLt PR7FE'IO✓Fs sADK!NAWAIS£ , I _ �l ausnc N(rrP) 00000 (7YP) i 20 '- ALCJMAMOLON Jr EIXAN Jay MW 000 i i PHYSICAL --- - -, - i 000 .--t L_ Y_� SPECIFIC ORNm ASTM D792 0'm mpE o.013 m/w --7 - - - = WINDOW TENSILE YIELD STRENGTH _ ASMI 0539 9.400 P.I.T. 9,700 P.L - -FLEXURAL STRENGTH-AT YELO__ -..-ASTM 0790---- -12,500 PAd. 13.400-PXL SW-1N END L MODULUS ASM 0790 310,000 p,A.l. 345.000 Rai. r-L_ T.ODO` ; �{ i C1JP TOP/BOTYON NOTCHED aOD /STN 0250 iB FT-Ib n 17 FT-ID n' CT . -_-MAh;--_''---._ __ 2) Em ,anw .j&ammhEt. /I CTT. p I y - -SMOHE-OMSTIY-- -ASMI-D249 147«2><_ _ _ 41.5><MAX 1 lA RATE OF BURNING AMU 0935 C-1 CLASS C:I CUUSS SELF IGNf9ON ASTM 01929 1040'F 900 T T+t STAT WINDOW ti Ln T ' sur 8N7DOW CLOSO'MCK YfAturalbD ASM 0155 V ! I AULYMW SON(SEETABLE iffEWN0 TENSILE STRENGTH AFTER WEATHERNG ASM 638 9302".1. 8840 PAL WINDOZ i I 2 , i TENSILE STRESS BEFORE WEATHERING ASTM 939 8461 P..I. 8990 PSL x.000' ' ' —MAX.(2)WIADOWS MAY BE W ONE SLAT SPACED MAX I .,. I A AAINlNUAY Ofi 24'APART MW 12'AHA!FROMN I N 1 I ENDS OF STAT TOP&BOTMAL m sur MAST wsrAUEB ADxDErTABLE 2• SOURCES FOR i 1 _.J,A�rtarnorv� TO- IECES ORW.NOR AT CORNERS OirF PROOUOT. iLlS7fOP TOOL GDMPA4F ���^^yy '.__�r� mom PROPERTIES STANDARD i 000 i r ____'l 1)I pl ! 12 A9fIItE7.iLY.. BLACK AMON PART i 000 i i i cV7 ATIOtN /2OSr3//R 20 P1rrs>cu SU1T5 QOQ ' SLAM I ' SPECIFIC GRAVITY ASM 0792 0.012lb/i,- KN AC OXO KN ' i PTEWTNO H (YIP) ; YIELD STRENOTH ASIA DGM 000 1 (rYP) , = 1 I WINDOW _ i QOO (J)Rtl145 OF tCG i . t aPaY FLEXURAL STRENGTH AT YIELD ASM D790 17,000 Pal. QTrrQ�ttQ i !/4'0 HOLES i = I , 2 Puo F1.DNRN.YQOULUs ' 1 EA SPACED L____ ..J fA8.6Q$ ASM D79D 450000 pAL ,r MH. J MART , 1rMx ' {—. {LL-_TI ,T ars• aoar NOTCHED PLOD ASM D256 ma FI-Ib/In TDIBIAT8671b1! i ! BONN I TOq/96DI1„W 6DOE ' DJRECDOAK. i � PROFERTIFS; 8230• COEFFICIENT OF 1HERMAL EXPANSION ASTM D696 5.5 A 1D in/YI=F y_2 Z— FLAMYA[alM Lq,u 21 � �" Q �t7,[i.AP'-IN I.liNU (+i+L[� tiELTiNG tENPFtLiivi ASTM D3<Ta 500F TO E USED AS AN OPTION MR ALL MKTAUATtO4" 0 &4r AMOK-MOA UNDER TARGE NIS52E.MAY INCLUDE PERF04MHONS As PER INS DETAIL TYPICAL IA SLAT WINDOW DETAILS -A6QA: (2)APAIHNDOWS AD1Y BE IN ONE SUZY SPACED ON 24' RY(X4Y EMY 10 SIATS), W O VIEWING WINDOW A & � CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CGDE(Nigh&Nan High Velocity Nurtkone Zone) ON •�<vE LS`jC�J�,ri 02015'DL7ECOIM TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN W. _ TTER CORP. °'"D/15 FOLUNG STU ~ .`�, ■Ei�bir i�4/�IIC. DAT/ I .a 7A117 TESTING a ENGINEERING COMPANY 7009 HUISTRItT PLACE '* p15.e1c nada s„ss s0,ViesTA oNmOg n, WEST PA as, W BENT.FL 37413 OF :'z' *"• ts�9/7i_16b.Ie.,Lir.ml Pit 1800-643-47Tt 1 s-014 100007®-08X9719 �-�+�nned..a�m nwrmlo Tw i WALTER A YxUt4`474 norm ua/ mn-m a/une a SHFI7 J�LJ u.o.uWuLN�\;\ I 2 3 4 5 6 7 A v 2 or W/ 13 .16 OR 19 Q Z USE (2)q AT 30' 1 5 ° 110� 2 ♦ NOTES ON®A LOCKING TUBES®AT 4QA SQ. O O.C. FOR SPANS. J UP TO 99 n 1.7W0 (2)®SHALL ALWAYS BE USED AT PRODUCT'S YIDSPAN SPACED p i USE(3) AT 30'O.C. AT 3p' O.C. FOR SPANS UP TO 99'. USE THREE(3)Q�FOR LARGER SPANS SPACED AT 30' O.C.AT MIDSPAH. COMPONENT 11�`�MAY BE v o FOR SPAN LARGER INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPtECES THAN 99' UP TO 144' 4UOR 6Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. w 2. (2) LOCKING TUBESS ALWAYS BE USED TOP&BOTTOM AT v 0" PRODUCTS CENTERPIECES 4 AT ALL INSTALLATIONS. LOCKING TUBES v, 1 ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR 18 (2 7 SEE LIMITATIONS W SHEET 2 1 I IS-1 END CONNECTION DETAILS ON SHEET 9 TYP.FULL HEIGHT,FOR6 O O ,O+ 1 6 CONCRETE. CONCRETE BLOCK OR WOOD INSTALLATIONS. O O O © O 9 + 10 9 + 10 + O 1 9 + 11 UNLIMITED VVIDTI 1 . TYPICAL ELEMION 41 4 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7. 7A & 78 ON SHEET 7. ```11„P1TIC���Y''/' SEE SECTIONS 1W A 2W ON SHEET 10. i SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. `V��R „ , TJ ��4 FLORIDA BUILDING CODE(High &Nan High Velocity Hurricane Zone) SEE SECTIONS 7AW. 7BW. BW & 14W ON SHEET 12. ®2015 rLTEC0 M TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM "Ni 4167 ,�" IL E C O IME. FOLDING SHUTITR CORP. °"a 'a ,•IL TILLIT TESTING m ENOINEEME COMPANY '� CE T PLA '� cam wr.aGe.er..w aaa,urma mlaRis,n.altmP 5 1�e0ow-=1 15-014 WW P.a..CoeMn-ram e-maa�6eroBol.mn .r�.kldhgermeLLen.rsm DPAWING w WALTER A TIUlf Jr.P.E. FLMDA Ik./44187 1 iMae SitFEf a 11 IY N PO4rZ7LLN OR WA OPTIONAL RAIN HOOD OPTIONAL RAIN HOOD PCWRRD CONCRETE % DUSED. TRWTING NOA ORAL WALL GO0.OB0'TNICN SS (NDN-STRUCTURAu (NON-SRRICI)R1uJ (SERQLLER HOUSING (TYP.) 6' 1Ulm. 25°0'MN. MN. � E0. " I DOtd!)CDOTI C2 % '.� j . RAIN HOOD o(TIP.) 1 (SEE SHEET 13) p (NDN-STRUCTURAL � 1 7 1 110 Y 3'S.S.S.M.S.W/ c 13 1 0.373'LONG NYLON �z O 18'O.C. POP RVEfS• _ __ BUSHING W A 0.150' 3/1B'ALUM. _ y 2 Y4'YA1L) LONG TOP SE TION 0.500' 0.1.166.0.270' O 18 5• _ 5 j ___ _ _ _._ _ _..... 1 - ( O.D.AND 0.NG TT ANO Y0.030' TAI'QXI W/ADVA mll SECTION LONG BOTTOM A ULTRWEATHFABER 1HR(iNFd?!J TEtlINOD(•Y SEC'DON 0320'O.D.D.AND STILI HER _ POURm CONCRETE 1 TO GG1A55°N OR 1/4' F1,C0 I . 0.245'I.d. STRIPPNC Eh OR CONCRETE BLOCK WTSTR�ICTI0t1 FROWCIS 1 1/4'f Y 1•T. (}1P.) SIDE(TmJ 7 or WALL REDURED. (ON SKEET 113 1 Or .z® Q�iE FiDf W/1 3/{• 1 S.S�WNB WITH i NUT ki1 PppORhAIE MIN.EMBEDMENT O 6'O.F _ _ _ __ _ _ WASNDi_0 4.O.C. O 1B'O.C. _� Or _ x�p POURED CONCRETE ONCREVE BLOCK MIN.SEPARATION ... WALL REOUM.10 CLASS I 1 (SEE SCHEDULE Or ®T ON SHEET 13) ®T _W MN.SEPARATION TO GLASS POURED e s $ 1 OR CONNCRETEB (ON SHEET 13 1 Or CONmEET13) (SEE ET W EET .6 SCREW OR 1/40-20'Yl• SS YS WII1i NlR k 4�LI WASHER O 4'•O.C. 8 f10Y3'SS.S.M.S.W/1/2'r T 1APCON N Awl I ' ALL Yt'LONG NOON BUSHINGS TMtiFJNF0M1 1 CONMEOrCM C1 G>q.BOTTOLQ,AHO 3/4' OR 1/4•a ECO (SEE SHEET 13) / LONC(Typ,TOP).EXCEPT AT WALL FACE MOUNTING INSTALLATION C014STRJMGIN PRODUCTSCRETE-FLEX W RauEn HO C ) SECTION 2 M EMBEDMENT O 6'304 1 (2'x4'VAX) WALL FACE MOUNTING INSTALLATION OF50 ANCHOL SECTION 1 1/2' "°"° ANCHOR NG GROUTED BLOCK REQUIRED 1.000 2500 MN. (MN.Po-POURED CONNCCRETE m OR MIN. E.D. E7TNC NON SIRUCTURAl /. WALT.TIUM(DECORAVIE SIW 0 6 ANCHOR SPADES STAGGERED ANCHOR §PACING DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION INSTALLATIONS DETAILS INTO CONCRETESECTION a r--—D. DESIGN PRESSURE RATING - +65.0• -90.0 PSF & CONCRETE BLOCK ,.���' � !� ""�AArr, FLORIDA BUILDING CCDE(High &Non High Ve$Dcity Hurricane Zone) SCALE. N.T.S. a��yP••'��EN••'• '�i9'L ®2015 TLTWO 5m- TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SF• A.D./M.L NOTE FOR COMBINATI()tN OF SECTIONS: * ED. - EDGE DISTANCE - a7/?G/)5 IL EC O ewe. FOLDING SHUTTER CORP. DATE SEE SPECIFICATIONS ON SHEET 73 TILUT TESTING At ENGINEERING COMPANY 7M r PLACE 1-MOUNTING SECTIONS CAN BE COMBINED ( ) IN ANY WAY TO SUR ANY INSTALLATION. - 'CZ / = rur� �.�.y.sw 3oavama M+aars ti vI� WEST PALM 0 011,TL 3{13 PN:1800-4-4vt 15-014 ,'' ma®-tlfevoPool.mm —fd&v huH-- DRAWING Na T SEE LIMRATONS FOR®ON SHEET 2 WALTER A.nun Jr.P.E. YW. Wawa FMA U.f 44167 1 SHEET 5 0i'13 nunmT 1/4-Ox J/4•TEKS SC:N OR 1/4•x 3/4' BOLTS W/NIRS d WASHER O 6'O.C. 0.060'THICK SS. POURED CONCRETE OR ROLLER HOUSING 1 MM.SEPARATION 1 MNTSEPARATION O CONCRETE BLOCK WALL TO GLASS SEE SCHEDULE- - REWIRED RAI1"—•(SEE SCHEDULE 6t ED, ONAL (1lOon--SIRUCCTURAL)O 1 ON SHEET 13) 1 or ON SHEET 13)womm 1 t (SEE SHEET 13) /10x3'SS SNS.M/1/YO ALT�TE 3/16•ALUM. ®1 ALTERNAIE NET 3/16'ALUM. ® � >,3/{•LONG NAM BUSNMGS pOp S g 5.O.C. POP PoVETS O 5.Oz- ULE IXOE•PT AT ROLLER CP AT REM.' AT FEAR. 1 • � HOUSNG(1yp.} 1 1 W (ROl NYLON �"- ...c-_�•�'.,3 1 n 3 "�. 1 •S 0."55.0(TUSH) - I n ,O 9 I I']F E0.EO W 9 3/16•ALUM.POP RKM 1 Z 5 3/16•ALUM.POP RYVM - - - - - --� - 1 .O 10•D.a.BOTH SIDES m e' •0 IiDRi SIDES ALUM.POP OORIENTATION $ RNETS O 18'O.C. Flo x 0.37Y LONG NriaN NT.0.167% IN. 3/4 PLYADOD BUSHING W/A 0.150' 1 MN SEPARATION 0.270X0.030' MIN.3/4•PLYWOOD 1/2'MM. MEOO l LONG TDP SECTION-0.500.1—_ _�G1�5_. __ -ULTRAFAB _ _ _ _ g REQUIRED O.D.AND 062{3•I.d.AHD WEATHER �; _ _—_ /1/4'/ �- O.Z2.T'LONG BD7SON �(SEE ON E�) SUE(MG EA 1 or j q�(E_F S 1/4-THRU BOLT W/ SECIION 0.320.O.D.MIO SDE(1YP.) ®t .B ANCHORS 6'O.C. - WASHER&NUT O 10.O.C. 0.245'Ld. csi EACH SDE. Pp.) 1/4•THRU BOLT W[ g gl WASHER d NUT O 5'O.C. 1/4'1 TAPCONS OR POURED CONCRETE OR - CfiETE-ftF1f ANCHORS 6.O.C. .. I CONCRETEBLOB(WALL ! Or REOUMED 2X4.OR 2XSX1/8' POURED CONCRETE OR 5XJX I/B'6063-Te CONT. ALTERNATE 3/IB'ALM. t �� CONT.ALUM. CONCRETE BLOCK WALL AWY.ANGLE OR ffTIT PLATE 'Pop NNET"O 5.O.c. ® REQUIRED AT� STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 d ]MAX.A.S.D. DESIGN PRESSURE RATING= +66.0• -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING= +66.0, X66.0 PSF 'z F3 a s 9 �I 3/16•ALUM.POP WYE75 O 1 M6V.SEPARATION Z 10•O.C.BOTH SIDES — GLASS (SEE SCHEDULE % I ON SHEET 13) 8 / orH ALTERNATE LEC ® m 1 d ANCHOR 1 O. 0. HGRIENTAT10P7 CON EMICIN G7 ALTERNATE LEG (SEE SHEET 13) &ANCHOR c OR7BJfAlIaN 1/4Y:J/4'TDO;SCREW W/ d POURED CONCRETE Oil 6/6'WASHER OR 1/4'x 3/4' •z CONCRETE BLACK WALL BOTS W/NUTS &5/6•WASHER O W s REQUIRED BUILD—OUT FACE MOUNTING INSTALLATION Flu j SECTION 4 (SEE SHEET") ED. E0. 1/4'B x 3/4•TDM SCREW POURED CONCRETE OR OR 1/4'x 3/4•DOLTS W/NUTS CONCRETED &5/B'WASHER O 6'O.C. M=WALL INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK BUILD—OUT FACE MOUNTING INSTALLATION SCALE N.T.S. V1\ A (BOTTOM) FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone) �,.,.••"'•••.,•• GD 2015 nLTEco INC. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM INOTE==OFSECTIONS * ED, - EDGE DISTANCE ENS 1- MCAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) = 03/10/ IN ANY WAY TO SUR ANY INSTALLATIL7N. -' �--•�r-- IL E C O INe. FOLDIPiG SHUTTER CORP. is _ 777 DATE `k'2'�/ � •* i7 WT TESTING d ENGINEERING COMPANY PALM �13 A.••/ S,�„j,/ exe xr.ee+n N.s1.as 1tNNN oAm2 a arse15-014 f[I t;1� Imo.t Glen-tvo.Fm t(afpn-tvt RE 180D-147-E371 1 SEE LIMITATIONS FOR®ON SHEET 2 moEBL 19.acrn ..tiSel6hgdeAlerau+G DRAMRO Ib WALTER A TO.LIT Jr.P.E. ove FLORIDA Lie./M767 oL•a+e mmff 6 Or 13 1117111111{11111 '- •IDN.E0. 001HEL'IDIVPOURFD RMUIR CONCRD �(5(E SHO.OW'THICK S.S ROLLF]L HOUSING OPTIMAL RAIN HOOD (7.)NYLON ID' -S.S.S.M.S.W/t/Yo ROLLERS 0.&55'/Mr.) LONG NYLON BUSHRLG¢ (I--TOP)AND 1'LONG(EST. BOTTO.).EXCEPT AT ROLLER HOUSING-(fYP.) I d10+3'S.S.SYS W/ 0.373'UDNG NYLON J/16'AI.t1J. BUSHING W/A 0.150' RAS• LONG TOP SECTION O.SW' O te'D.C. O.D.AND0245'IA AND CONI.0.1031.0.270'.0.030' 1-0.2M!WNG-BOTTOM___ _ ___ ULTRAFAS WEATHER SECTION 0.320'0.0.AND _ ---STHIPPRJG EA SIDE(TYP.) 0245'Ld. p or ' T (TYP) ®t 'd MINTSEPARATIONCLASS �s (SEE SCHEDULE ® 1 TIN. ARAnON , ON SHEET 13) v TO GLASS (SEE SCHEDULE , ' ON SHEET 13) q,F1�Or �� MIN.SEPARATION T 1/4.0.1'TEK SCREW OR - TO CLASS °HB I1/40-2011'S.S.MS WITH (SEE SCHEDULE OPTIONAL RAIN GUAM NUI&WASHER O 4'D.C. ON SHEET 13) {{yy (NON-STRUCTURAL) I 7 /O.TEIdIAIE 3/16'ALUM. PoP RIVETS O S. O.0. I OPRONAL RAM GUARD (NON-SIRUCRAtM-) AT REAR. .g .15 K ALTERNATE 311 8'ALUM• 1. I �Y 9 AT REAR. ALIEANATE IEC I ^ i3 FA5.O.C. �': '1• n Sz LOGTION W71H �+ AT S Fj 19 J/16'ALUM.POP RUM ANCHOR ai �. C7 �' • 9 O 10.O.C.BOTH SIDES (SEE SHEET 13) 5 3/I6'ALUM.POP RIVETS + _ O 10'MC.BOTH SIDES EDGE OF SLAB IF / EDGE OF Wo 011107peMll 01 /POURED CO �:a- cc APPLICABLE SLAB REQUIR[D T'(ST3_SHEET 131 POURED CONCRETE POURED CONCRETE - •MIN.ED. REQUIRED ON •MIR.E. 'NTN.E.D. StE S D. (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 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE- N.T.S. FLORIDA BUILDING CODE(Mgh &Non High Veloeity HUrrieone Zone) NOTE FOR GOMBI TION OF SECTIONS * .����.•"'•'•••''• J/��i 02016 TILTECO INN TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRAWN EM E E.D. d EDGE DISTANCE a�aP••J�EN,gF••.9 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) a3/An IN ANY WAY TO SUIT ANY INSTALLATION. e 1 =_ FOLDING SHUTTER CORP. DATE • IL ECO�N�. *'=• T1L.UT TCSnNO&ENGINEERING COMPANY 7M HENSTREET PUCE �Ei3�/ _ ese xr.Tea.a-s..m anatH o+®rs•n.attm WE91 PAW IFAUI.R 0J413 15-014 t SEE LIMITATIONS FOR®ON SHEET 2 .,•• ;Cl:' P"°"'�poalnt-ttm..r.(se7nt-+mt Pli I&vshuJ-e311 e-mol•�ta1 r/.taxn tt,A.leldkgehMlers.eun DRAWN Na WALTER A.TM1LO 3r.P.E �� a°I �'••' •1 • ` ` FLORIDA U./44167 Nate a SETTEE 7 OF 13 HIMMiII\IT1��1T� 'Poupm coxo¢Tt 1n cpd txllmaTt eaw um d SWI/net 1'DI SONLIN: mom NP1L RE7jm lgt tne111EJ (2)REM Or 1/IY TAK( X X A/a]IXS(TTP.)(RE SMMW l TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(RUBE TOP OR BOTTOM) # (e)I/Y.]/r TOM Soar -- - -.------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AT 4c LeWx1110tU1Lr. 0 0 Cl 0 0 o MAXIMUM SPAN LENGTH EA. END PER END OF TUBE ANILmE -- ----------- - TUBE mm-TeRnmanuE ALLUr o -a-D-7 o SPAN SIZE PRODUCT TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM m"� •� f/s•..]/4'>Exsaa' � fn-M,, TUBE TUBE TUBE _ eoc Y.4•m 117•m 4•m Td 60" 106.0• 13 8 •.Y::1/4•.LENCIN G•.1/4•.IOWM rj A sE�M AtfmE�� 2"x4"x1/8' 96' 85.0" 17 10 ASE 144" 69.0" 13 8 IrIN 80• 117.0" 17 10 4•m]su•d BI� pt 4f//rY 2-0-0/4- 96" 110.0" 21 12 (sF soe>HItQ -- p T � --. _ - - - PEIQlO .. rj DvPJ-- - - --- -- --144" 91.0" 21. _ 12 T" SPAN IISELENGrH- 80` 109.0• 17 10 TYPICAL ELEVATION (TUBE AT-TOP) ,SPAN TUBE MOUNTING INSTALLATION 2"x5"xt/8" 96" 100.0• 21 12 SECTIIN X 144" 81.0" 17 10 spm ME s 1/2.101-- _ ___ _ gO• 124.0• -- -21 - - 12-- -T96, 2-96" 114.0• 21 12 144" 93.0" 21 12 OT Y.4•m]1a'm Y.4'm]'u•m $VALID ALSO FOR MIDHEIGHT TUBE INSTALLATION ONLY WHEN THE SUMAMON OF THE LEMNpt ® i2�f/ IE>� SHUTTERS HEIGHT ABOVE&BELOW�ON TABLE 10EED THE MAX.PRODUCT SPAN 60e3-ta MI V.N.= p 1, (y A Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGW) Foo ?' m MAXIMUM 1/4•..]/a•mL soave o Cl 0 0 TUBE PRODUCT ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS o Y Da SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE N•m]1Ym • SAN 7U�PLR sc"m RE - ---••�--- -- ---•--•-- ]•dd/a5 LElWM . soe]-re AIIDY �A 60" 76.0" 13 12 (e)1/4•.s/.•Tog slaw a• SPAtsra y.AN Tem tTn yE 2"x4'x1/8' 96' 60.0" 17 15 �� saafx� AT Y oa LDNonemALLr. Lofpls(rrPJ 144" 48.0" 13 12 n comalm (2)RM ar'/'ti TAPNmB 80" 87.0" 21 18 AH710RS mP.)(SEE SO MUM TYPICAL ELEVATION (LUBE AT 80TT0M) �Atd TUBE MOUNTING INSTAIIIATIDN 2'x4'x1/4' 96' 79.0" 21 18 SEGTiON-Y sPAN T� 144" 65.0" 21 18 s.e .rs a 1/Ya o. (e)1/C.DH Y ]1s•m]1]•m]19L1/.• O+r 80" 77.0" 17 15 AT Y ae IDNtiRMW1LY. IP}x'IH eea]-m uLY.AIm1E POPNG 1/2'TN- fios (*>`E StlEDI1lE7 2"x5 z1/8" 96' 70.0" 2T 18 my.)TAPCM C 6nenlacl N p t L row 144" 57.0" 17 15 80' 88.0' 21 18 pt � � 2"x6'xl/8" 96" 81.0' 21 18 Z Z 144' 66.0' 21 18 5 o 0 0 o INSTALLATIONS DETAILS Wf SPAN TUBE INTO POURED CONCRETE v+•••]/4•,1xa -------------- OR GROUTED CONCRETE BLOCK WALL e.��� o e'on o O ------o o o SCALE.N.T.S. sodti- =�Xr - ------ ��74;Vpl�� MAX.AS,D.DESIGN PRESSUflE RATING" 372.0 PSF 1/4]AiCLEFLORIDA BUILDING CODE (High &Non High Velocity H1m(mne Zane) \ _ OT (� � \\Q' \GEN ••.9'y ®�1s nlaEco INC.INC.sDnu T(TAN 1( FOLDING IMPACT PROTECTIVE SYSTEM g'0 V SF A4 L FOLDING SHUTTER CORP. °` 15 Pouan ealexElE _ t _ •• E NV O tNe. DAIS on WNW= I -PONIa won ® _ . Ixeq N611 FMX� ]1P m]'O•m]'.1•.1/a' i TIL11T TESTING R ENCINEEIaNG OOUPAHY T089 IE7bTREEr RALE (e>1 a•.]a•iEx6 saav tDLTN eoW-Te Allyl.IME .tt'�.�� ? eaR eP`�..� i`tim` `:Lfr"ms'fmfanee "spit 1800'•�i--R.3 a1J 15-014 AT 3•/4G DIIu11.Y. (SEE�IIE) S "� -• 11:Lltacccmfsmll ..r./daltpehWare.cmn DRAMINO No SPAN TUBE MOUNTING INSTALATIDN WALTE®A(MLLFr1 .P.E. ra. �■ mzr*w lri. eCf•TI(Hl 3 T SEE LAIRATIONS FOR®ON SHEET 2 FLORIDA Lta./41167 mAM SMELT a qr 1J / \ 1 1/4•A It 1 3/4• MN.ED. TAPCONs/Cfa fE•+7F1( (9EE smEu �UOSIING CLASS ANC ORS a 18'O.C. STOW STRUCTURE ———— —————————— ———————— DUSTING (��13) DmTiNG — SIRUCn1RE STRUCTURE 3/9Y THISMeD H03�y �� _ �9 ,/4.0..1 3/4• 1/P.POP iD(S O O CF7(1 ;FOR TAPC7rG 1 ie'O.C. / AHQIOPS/Be-fl.Df \ 3 -or- - - or t or�t on s` .l or -t t � WALL FACE ai END CONDITION 0 2 .� - - _ ...- _ _. - 90A 90.7 Lj 9 7 907 \ - /-.:,_ --- `-- - --- - -- _. --:- --•-- ... ---- - p - - .._ _' 4 SH WN Y --_ --- -- �46'PGP. Im OR -_-- _ - O -- -- - , 3�{--tIXS e Rf� Ta•o:a' / ) OR 5 J EXTERIOR N01E') u) O 30e MEWASL U'70 99 -_---- -�--- �_---- ----_-- Ia75P FDR 70 99• SPAN a(3) 3 e 7)0' - SPAN a(3) O.C.O MCISP UP ---- - , - - _ HORIZONTAL SECTION 20--Em uA µ 18 SCREW EU AL DMA- - ' -- / \ SOREN wY BE INSTALLED (LEl{.TS , NR1e0R OR W"OR) Dag")InEmm f1OtROPFOJ.SECTION 1NF730R OR�M, PoP I MTEfS Yd•d/6'CONE. MAY VARY AT L44r SLAT JkT TRAPPED rurAtullGHs 4 OR 5 063-Te AUTJ!AlALE 4 OR(5 I TIXS a,e•aa. ' T,iPrA1L/CtE,E�TF7L SHO , _, , SHO \ 3 t SFE LWfTA1fON5 FOR ON SHEET'2 µO1Byn a NwWTts o La'G.G.TD RUCTURE E7OSRHO SRWgUfE 0 ' E7(6TR1G STRUCTURE z•a>,1/e'cwR. BUILD-OUT MIN. xar.NaE END CONDITION 3/16•TDP IOVETS OR 1/{'1 J/P 1FN5 OR EIQSTIID STRUCTURE ,PIVD LOCK ANGLE u.e31/2 O.C..75 W/ END LACK ANGLE HOEZONTAL SECTION HDRUCrtM SECTION NOTE-1 z'.2••f/a•BO&1-Te ,/a•,3p'TIX CONT.ALUMINUM'BEM ANMUE 5CTEWS A ACTED m ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CENTERPIECE a e•O.C. INTERIOR CENTERPIECE®OR(5), INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A (z) 0 3m oa e �,1' wR a9• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TTP SHALL BE SQUARE, SPAN&(3)30m.JD 0.357.0.357" AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED G.C.o UMSPER UP CMUB INTO IT WITH A 0.120" G.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH Sa[W/w BE INSTAL ED A 0.200" LONG BEVEL'TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM QCT OR DnmOR) OF THE TIP A SQUARE, 0.475' .475"x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 4 OR 5 x0 ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE vF� , SHO WN MPIECE, 1.375' LONG, WITH A 0.366.4.366.4.630' 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" � goGD , DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ®SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER ) 9 •) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. a�INTERIOR 4 OR(V SHOWN ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL \\�t�tgtNPmTI 1 uggA�� HORIZONTAL SECTION Q/f FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE. _ �c �zaTs nuECo INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RA°N By` No.44167 AG/r.T CONCRETE BLOCK & WOOD •(AS APPLICABLE) *= IL EC O INC. FOLDING SHUTTER CORP. OTM tnL1R 7ESTINO&ENGINEERING COMPANY 7—IST PLACE .J V Los+NY•.]AR1K]TE,,moNA aY®$n 3]t00 WM PAW BEACH.R 33113 FH:1B00-843-MA 15-014 -fvo.ra a f>oeMn-tsTt - %�- Q \\\ tut-6.61— v,r,rJdmn9duNae.eam OIGWNO Ile R �,, 15-0006718 x71TER A n /Jr.P.E. Lflf FLORIDA J. 44167 ~.' �+o�e 6 SHEET 9 OF 13 a 1 `� ' AUEIMY ANCE — �� A «tF 1(� SNF A Pvt sEertat t St�T e -` - - - - -- --- _ (2)J/te-CPPCP RMETS Yzx mk IEC MME AMY FROM YOPENe" OWW"OR lO1PAk05 d aPEn7Na No ANCNGRS �� — -- - m, Sumn-ow Vow — — PER SECMNi 4.SNELT a (E)J/Ie'POP RME1C, ULM LEG . . MC� EXTERIOR ELEMON LL AT HEAD PLAN yiEw A—A OR •�'. OF PI#QgU0T0 BOTH SIDES lie 0 + _ (=)/+/+••=a/a• i i' i OPTIO AL-SIDE ANGLE TULS CR a/+a.POP r r/z•.+1/z 1/e•.C•-s' (FOR sFSnoN 4.sNFEr e) . t>HETS PFR ANISE 7D tiN.A1.UiHNW N7=IOP R rm WnoM OR TO NAFL(Z REOIIM) - ANCHORS EA.ANGLE m SIAe ' \� 1/4'0 x 1 3/4- :I e0 AM MAY BE MT /CRESS+C.C. C• -`'fl' 3/18'POP RVE15 OR - •�• � - 1/4' J/4•TflCS 3 E7IL411N0 STRl1CRIRE +Y O.C. 3 CORNER POST FttE OF oaNaaTc ISOMETRIC SLAB (t1P.AT TOP AND ECTrCM MARS) '9 EDR)PRM WAY ND EMI EE MT 2 TRME ,LEND CO_ RNER POST CONDITION VYj FLaT END NCBZCNFAL SELRON FLORIDA BUILDING CODE(High&Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE '�='��cr"s�''': mow$ ga2otsllaECGwc TITAN II FOLDING INFSACT PROTECTIVE SYSTEM A.G.nt. No.44167 -- CONCRETE BLOCK & WOOD (AS APPLICABLE) - II�TEcp,M�. FMING SMM CM. aTCAW "WT 7ESRN0 R CNGINEERINC COMPANYmy. TCeB IEIISIREET FLIC£ m N1.30K Dt.Qn-ffi DCS t'f101l4 R + WFST PAill f£iiC7#.FE aT473 e>m..isDm> taaD.r.+.tDDAT+- my.+s7 PIt:f00o esa e3�f 15-014 .. ' a T •��"�t�'` -""®a-o 71c'rsn' w.�.roimegCMAlv.w.n ORAYMC Ne W IM A.Ttifli,}•P,E, ac rosea Car ■v.s Corns ars AA• iy'i4 M04M Ue./44167 I .Vcw a SIM m OF IJ WALL FINISH N1 Y` OPOONAL RAM NOOO (NON-STRUCRIRAL) WALL FINISH :* a a.ofiD•TH a(ss 110,3 ss s.us.x/1/z 0 13/4' d.D ROLLER HOUSHG- LONO NriAN Bl5HNC5(Typ.TOP) OONNEDIION C2 -AND 1•LONG(Trp.B/O�T,�T�OM)•E%CEPT - AT ROLLER HOUSING(TYP.) � q^� 0.060'TF11IX S.S.ROLLER NDl6iNG OPTIONAL RAN NOW ^ - ,:•�.-3Aj ry . '(2)tMAN-_ ___ ._.. .� .__ __.. "___ _ _._.._-__ ____ _ _ _ _.._ ______. _ ____ MON-S 6 2'r4'CONT.WOOD .-'•. —— 'HEADER RE I D. ; /LO x 3-LONG SYS.W/ RNEIS ARRA.POP s*•�' _ 0.373•LONG NYLON RAIE'IS,0 10.O.C. _ BU9tNCW/A-0.ib' _ —COM.— __ -___ __ _;+;, _g Ol7fl4.CIIOM C7 0.163•,0.270• P—_ - LONG TOP SL'C1ION 0.500' .0.030,MI ��----_- O.D. D 0.245'Ld.AND � � •t%; 0.723•LONG BOTTOM WFJRHER i or ,' SECTION 0.320'0.0.AND STRIPPING EA ® t l 0.245'[A SLOE Cm.) � ` 3/16•ALUM.POP A•ETS',a W O.C. MIN.SEPARATION 2S4•COM.WOOD I �i0 SEPARATION 8 TO GLASS HEADER REO'D. (SEP SpIm1AE 1 or �(,OEE SCHEHEFT ULE13) 1 or ON SHEET 13) ®t ON SHEET 13) ®t W 254•CONI WOOD PLATE RL'0•D. 1 5 WALL FACE MOUNTING INSTALLATION s $ SECTION 2W (TOP) R WALL FIMSH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD TI( .,, FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) t SEE LIMITATIONS FOR ON SHEET 2P:'���ENSF ®'015"LTEOD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM '�Or /LL NOTES, NOTE TOR COMBINATION OF SECTIONS: 0.7/10/15 1— FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO = - L E C O IMe. FOLW SHUTTER CORP• aTE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = HEMsII✓£ET PLACE IN ANY WAY TO SUR ANY INSTALLAl10N. - a �Q TiLlli TErNO.ENOINEE .COMPANY WESlassT RAW WACK FL U413 5s.ea,m.5u>,Wnnu aw®s n Z71ef 15-0)4 -�'•, OP •4T S tad.•(.m7en_tnw. •(]m)tl1-15s1 Pit 7800-6F3-5371 maED4T-000�6711i aam �w.ro�npehu0encam DRAWING No 'WALTER A.Tlu f Jr.PS- DATE 1� //A �6.7 y • DATE MORD1 Llo.!41167 moi^ �M. m slfftT EO of 13 �i 1 V IYf[�•L� 1/4'0 2 3/4'TE,/S SCREW OR 1/4'2 3/4' BOLTS W/N1I15 h WASHER a 6'O.C. 4'.B'(Lin.)EKISnNG WOW BEAM REOURED.STRUCTURAL ADEQUACY OF D0.SRNC WOOD BEAM TD BE CER TiF®BY REGISTERED i WALL FINISH .QO60'THICK S.S. t SEE LIMITATIONS FOR ®ON SHEET 2 1�DdPNR WCT ARCHITECT PoW ROLLER HOUSING 2'24'CONT. C4 D HEADEROPitONAt RUN HOOD NOTE FOR COMBINATION OF SECTIONS: M'D. EO. EO. RAIN *r- 1- MOUNTING SECTIONS CAN BE COMBINED �N Lg Q /1o,u'ss.S.M.S.w/1/2'0 1/a' IN ANY WAY TO SUR ANY INSTALLATION. _ LONG NHDN,BIlS ,%6.TCP) - - ~,Y AND 1'LONG(TyP.BOTTOM).EmEPT AT ROLLER HOUSING(M.) oPilONA1 IwN H000 0 W .-•.: =i?:i'r<:I (Nov-STRUCTURAL) __ _ 1- FOR WOOD FRAME CONSTRUCTION:WOOD_MEMBERS TO _ (2� 3 BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUALL7 i - --- - �Ps' rs. ——+18US11MC-W=A-0.150-LONG-TOP-SECTION N ____ _ ____— _ _ _ _ _ _ ALTERNATE COM. O 18•O.C. / - --- ---- ---- I .3/_1s'_Q{S _ I 0.500'O.D.AND 0.245'10..AND 0223'LONG POP 'D.C. (SEE NOTE•) 0.163St0.270'x0.030' BOTTOM SECnON 0.320'O.D.AND 0.245'I.d. O 1B'O.C. ULTRAFAB WEATHER •) MM.SEPARATION I ' STRIPPING EA.SIDE TO GLASS (TYPJ ® (SEE SCHEDULE 1 07 ON SHEET 13) or®t � MIN.SEPARATION I zl MINCLASS T5 H N + (SEE FETl�13) g (���� I ON SHEET 13) 1 Of� ON SHEET-13) or® t v ®t II / Or® t ALTERNATE 3/16•ALUM ALTERNATE LEG 111 OPnc!AL 1;U PCP REVETS O S'O.C. _ _ LOCATION ALTERNATE LEG AT REAR. i I-j-1 j f'�i _,,_ SEE N07E•) (NON-5RAR7 ) LOCATION I L J I I (SEE NOTE•) I I� I II ALTERNATE S/'6- I 1 L__J I I II POP RNETS O S'O.C. . AT REAR. 2'x4'COW. F�— __-y II `:.'•Ir:_,, I O WOOD PLATE g REO'D. I I I n 3 v 3/te'ALUM.POP RIVETS o O 10'O.C.BOTH SIDES �i •d' t`3 3/16'ALUM.POP RIVETS d - 8 g O 10'D.C.BOTH SIDES >4<WAJ� 11 Eo. ip. d EO E0. DECK2.8'YIN-W0D0 DECK REWIRED 2'24'CONT. NO FTNISFI AVOWED '^r• WOOD PLATE 1/4Y 2 3/4'TELLS SCREW ( ) y. 1/4'0 2 3/4'TEKS sC1tLw REO O• I OR 1/4'2 3/4'BOLTS W/NUTS 4 I W/5/B'WASTIER Ufl '1 5/6'WASHER O 6'O.C. p 3/4'BOLTS W/NUTS& II` 4 O/D'WASHER a 4'O.C. 2'MIN.1- 2'MN.ED. CIS Wal FINISH WALL Felin+ BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW (BOTTOM) SECTION 7W A NpC11)IIII.1j1AA ♦��� G�A. / AAiA� FLORIDA BUILDING CODE(High &Non High Velocity Hurricane Zone) NOTE• :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED �_.•''``.ENs�,:v��i 02015 TILTECO INC. TITAN If FOLDING IMPACT PROTECTNE SYSTEM ADW"Bn V /M• INSTALLATIONS DETAILS INTO WOOD ,� -- ` .Mo. 03/10/"Fn� sIT�cp. 11A,E SCALE : N.T.S. a J�1 �' 11WT TESITNG R ENCINEERAJG CaYPAHV7M9 HENSIREEF PLACE 1RSL P BEACH,Fl_X413 I > axe Ktr.aan y9.,6I.xe,vnoaw aAlmOl4 n xtaa 15-014 9'. Q` Rv+:pmpTt-lSW.ra..L•Na)aD-161t PH.Ie4771 mai:Nteea00alsan waldAr4*AAtngMldten.aun DRA1aN0 No ..'��D DP WALTER E a 718r_P.E. FLORIDA U.144167 sNMa SBELr t I OF 13 NIIIIII MIN. N TO SEPARATION MIN.SEPARATIONTO or (SEE SCHESKEET 113) F or ON SOFT t3) 3 oPnaimv.RAM GUARD II (NON-SRLUCIURAL) 1/i'0 x 1'TETE - - ALTERWOE J/1 B'ALUM, n>t SCRLN OR 1/N-20'x1• FOP RNEIs O S'D.C. - s.5.Ms MIN Nur&I 7 AT REM. •m 9 WASHER O 4.O.r- r J/(6'ALUM.POP RNEIS 016' O.C.BOTH SIDES EDGE OF SLAB -- F APPLI _ EDGE OF SLAB ALTERNATE LEO$ q COINEDiCII C7 _� IF APPUCABLE ANCHOR LOCATION I T: (SEE NOTE•) N 2•16•MIN.WOOD -- DECK-REOUIRtD-- - (NO FINISH ALLOWED) CONNECSLAB IF EDGE T10t4 OR EDGE OF �� 27 NN,ED. . APPLICAME !� SLAB OIF 2'MDI.E.O. MRic/16LE t SEE LIMITATIONS FOR®ON SHEEP 2 ALT TRACK ADAPTER MOUNTING INSTALLATION I FON.ED. 1•MIN.ED. NOTE FOR TYIMBINATION OF SFCTIONS: SECTION 7BW,_.(BOTTOM) 2•x6'MIN.HOOD ' DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (No FINISH ALLOWED) IN ANY WAY TO SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLATE�;p.""°° (BEE s�mULE SECTION' 7AW (BOTTOM) � ON SHEET"' 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE NAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL I ' WALL FINISH or 2• 2-SEE SECTIONS BW& 14W FOR MAX.A.S.D.DESIGN PF7iETRATN)N ATt z'MIN WN.FIX PRESSURE RATING &SPANS "O' 1'1 4'x 1/6' c (27 OF RAFTER/1NUSSES ,1�, 6063-T8 COM. ALLNINUM TUBE 1/4•x4•(6063-T6)Fur EXISTING 2X WOOD �c PLATE W/1/4.0 x1'TEX TRUSSES OR RAFTER 2•x4•MIN.WOOD . SCREWS O 6'OD.M AT 24'O.C.MAX STUDS O f 6.D.C. OR 1/ET�T�QST .500• {�F RATE W/1/4.0 xf'TEK SCREWS O 4'O.C.IN (2) t/4'0 TAPCON OR t/f'0 CRETE-ETD( BETWEEN TRUSSES ANCHORS OR{i 14 NDS WOOD SCREWS OR 1/4.0 8 EDGE(IF APPUDABLE) NDS LAG SCREWS AT MIDIHDTH OF EA SND W/ g 2 1/2'Min.THREADED PENETRATION INTO SND i/B0 1- ' 7EK 1/4'IIAX PLYWOOD EXISTING SOFFIT ( u� SCREW OR 1/4•-20 x 3/4' NYLON BUSHINGS Cr*TDP)AND 1•LONG fIOxJ'S.S.S.MS.W/1/2.0 x3/4•LONG �. O' SS BOLTS W1 NUTS& I. (TYP.) WASHER O 6 O.C. 1/l'0 1 J/a'TIX 1` ITYR BOTTOM),EXCEPT AT ROLLER HOMING SCREW O 6'O.C. j10.373•LON'NYLON I 8 f "'p') MOUNT TO WOOD••, TUDJ MOUNTING INSTALLATION BUSHING W/A CAW INSTALLATIONS DETAILS LONG TOP SECTION 0.500• 0.16340270• SECTION 1.4W BOTTOM) D.D.AND 0.245'La.AND • MAX. A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF 0.223'LONG 80=M LIEN.SEPARATION INTO WOOD SECTION 0220'O.D.AND TO CLASS WF11�7HE�R 1 Qa \`\oliIIIIIIIIIFFIF/Aa FLORIDA BUILDING CODE(High& Non High Velocity Hurricane Zone 0245•Ld. (SEE SCHEDULE SiRIPANG EA or®t a SCALE : N.T.S. �� .TI Ai ( 9 e 9 ) (IYP.) ON SHEET 13) SIDE(TYP.) `�� �, ........•.. : ®2015 TIL1EC0 LNG. TITAN �P,• ••9, y TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAmI ���ENSF A.G./ILL IL ECO�M�. "°"' HEADER TO TRUSS MOUNTING INSTALLATION _ � FOU�89 SHUTTER CORP. DATE J '* TILiJT TESTING Q ENGINEERING COMPANY 7T ro T PLACE SECTION SW STOP) nam xa am.w a.aaa tea,tum"S1I06 WEST PAW @iAOL R.JJH3 15-014 '-o�;. TAT QP 4r= Faa..(a�alaa,-,Sao.Fr.cvaml-,�, aH:IBOD-w-BJFt .'•���` �nEB-00067 9 �./ '�'� DRAWING Ne MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF �, F P WALTER A RUN dr.P.0 ��. u+o m• Ont !Ipm Mal, ` FLORIDA U--/44167 mn® ninon. a� Sim 12 OF 1J -Elfllllllllllll MAXIMUM WIND PRESSURE (p.tt.f j CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP BOTTOM LB/FT) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK BA'T'S SPANS SCHEDULE, EDUFOR 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 wom uu mAm awa A MAX ALLOW. CONCREM CONCRETE BLOCK STEEL WOOD mm I PREZURE POSITIVE �� AT TOP N CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTIONANCHOR CONCRETE CONCRETE BLOCK t+A-) PRESM a eO"m TYPE SPACING TYPE TYPE TYPE SPACING ANCHOR TYPE ANCHOR TYPE Ral O ) 30 psf 144.0' 144" - 180 Ib R A B C' .1 A C E ACF A B C A C 60.0' 60' 88 Ib ft 9 425 LS/FT - 38 . FT 157 LB/Fi 134 lB/FT 256 LB/FT 397 LB/FT - g 417 LB FT - 388 LB FT - 134 LB F 35 psf 100.0" 100" 146 Ib ft Cl 6 473 LB FT - 418 W/FT 236 LB/FT 202 LB/FT 383 IBM 432 LB/FT C1 6 461 LB/FT - 418 LB FT - 202 LB/F 144" 144' 210 Ib'ft 12 387 LB FT - 3 LB 1 6 LB FT 142 LB FT 271 LB/F` 3.47 LB FT _ _ 60.0 60 100 IbJR C2 g 456 LB FT - 362 LB FT 250 LB FT 190 LB F7 318 LB FT 380 LB FT 12 375 LB/FT 334 lB/Ff 142 LBIF 40 psf 100 F. 100" 167-Ib ft - C2_ 9 417 LB/FT - 362 LB/F7 - 190 LB/F 6 525 LB FT - 419 LB/FT 312 LB/FT' 285 LB/FT 353 LB/FT 443 LB/FT 144'. .•. 144". 240 Ib ft 9 390 LB Fr - 309 LB/FT 157 LS/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB FT - 419 LB/FT - 285 LB/F 60.0 60.0" 115 lb/ft 9 372 LB/FT - 309 LB/FT - 134 LS/F 80.0' 80.0' 154 lb/ft C3 6 496 LB/FT - 375 LB FT 236 LB/FT 202 LB/FT 298 LB/FT 405 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/F 46 P5f_ 97.0" 97.0" 187 Ib/q 3 .813 LB FT - 572 LB FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LS/F 115.0" 115.0' 221 Ib ft 9 466-LB/FT - - - 370 LB/FT 157-LB/FT 134-LB/Fr-1256-LB/FT-393 LS/FT 9 445 LO/Fr- - 370 LB/FT 134 LB/F 144" 144" 1 276 Ib ft C4 6 592 LS/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LS/FT 483 LS/FT - 60.0' 60.0' ft 125 Ib 3 972 LB FT - 682 LB/FT 389 Ll3/FT 364 LB/FT 500 LB FT 753 LB/FT C4 6 561 LB/Ft 448 LB/FT - 202 LB/F 80.0' 89.0.' 187 Ip ft - �y 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LS/FT 103 LS/FT 3 912 LB/FT - 682 LB/FT - 364 LB/F 50 psf 100.0" 100.0" 1.208 Ib ft -°'- 9 226'LB/FT - 224 LB/FT - 83 LB/Fl 120.0" 120.0' 250 Ib k CS l 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT CS 6 339 LB/FTI 334 LB/Ft, - 125 LB/F 144" 140' 1 300 Ib ft 843 LB - 670 LS/FT 243 LB/FT 250 LS/FT 432 LB/FT 311 LB FT 3 681 LB FT - 670 LB/FT - 250 LB/F 60.0" 60.0' 13B Ib R 273 LB/FT 325 LB/FT 215 lB/FT - - 138 LB/FT 102 LB/FT g 221 LB/F7 251 LB/FT 215 LB/FT - 81.0" 81.0" r C6 1 6 4 410 LB/FT 487 LB/FT 323 L13/FT - - 207 LS/Fr 153 LB/FT CSS fi 332 LB/FT 378 LB/FT 323 LB/Fi - - SS psfl t00A 100.0' 229'Ib t MLIB/Fr 975 LB/FT 648 LB/FT - - 414 LB/FT 307 LS FT 120.0" 120.0" 4 01 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 683 LB FT 756 LB/FT 646 LB/Fi - 137 134" 330 Ib ft C7 3 02 LB/FT 244 LB/PT - - 152 LB/FT 204 U3/FT C7 4 232 LB/FT 238 LB/FT 183 LB/FT - - 60.0" 60.0' 150 Ib ft 2 - - - - - 3 310 LB/FT 315 LB/FT 244 LB FT - - 80.0" 8,0.0" 200 Ib ft 305 LB/FT 12 388 LB/FT 460 L 3/FT 409 LB/FT - - 60 psf 100.0' 100.0 250'Ib it 12 596 LB/FT 409 LB/FT - - 265 LB/FF 168 LB/FT Ce 8 582 19/FT .691 L8/Fi 614 LB/FT - 115.0" 115.0" 2B6 Ib ft , C8 8 894 LB/FT 614 LS/FT - - 397 LB/FT 252 LB/FT 6 777 LB/FT 921 LB/Fi 899 LB/FT - 131° 128' 346 lb/ft 6 194 LB/FTI 819 LB/FT - I - 530•LB/FT 336 LS/FT 59.0" 59.0' 160 Ib ft 65 psf 92.0' 92.0" 249 Ib/ft 100.0" 100.0' 277 Ib.ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDy_LF QSEE GENERAL NOTE C.2'ON SHEET 1 126' 1 123" 360 lb/ft ' 60.0' 60.0' 175 111/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING NON HIGH VELOCITY TYRE DESCRIPTION 70 psf 100.0" 100.0' 292 Ib ft SLAT HIGH VELOCITY CONC. CBLOCK WOOD STEEL CONC, C.BLOC WOOD STEEL 121'' 118• 374 Ib ft SPAN HURRICANE ZONEHURRICANE ZONE 59.0" 59.0" 187 Ib R ZONE 1,2,3 ZONE 4 A THRFAOFORM TECHNOLOGY 1/4"0 TAPCON ADVANCED 3.50• 2.50" 9 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0' 313 Ib ft 5•_10• .117" 114" 387 lb/ft AS LESS 2 1/2° 1' 2 5/8" B 1/4' 0 x 3/4' SOLID SET 80 PSI 113' 111" 400 Ib ft 3.50' 3.50' N/A N/A 3.00° 3.00' N/A N/A' 90 psf 10T 104" 424 Ib R >5°-10" 2 5/8"} 1" 2 3/4'} ( C 1/4" 0 CRETE-FLEX 3.00" 3.00' 0 N/A 3.00' 3.00" N/A N/A 100 psf 101 99' 447 Ib R TO 8'-3' / 110 psf 94' 90' 468 Ib ft 1/4" m RVI-BUILDEX 1 0 psf 87' 82' 484 Ib ft >8•_3• E N/A N/A N/A 1.00" N/A N/A N/A 2.00' 130 psf 80" 76" 483 Ib ft TO 12'-0' 3 1/2" 1" 3 5/B' TEK SCREWS 140 psi 74" 70' 484 Ib ft F #14 NDS WOOD SCREWS OR N/A N/A R N/A N/A N/A 2.00" N/A 150 psf 69 66 483 Ib ft 1 4" NDS LAG SCREWS 160 psf 65' 62" 483 Ib ft AS DEFINED BY ASTM E-1996 STANDARD. 1A 1T�� AAi�� FLORIDA BUILDING CODE(High k Non Weigh Veloetty Hurricane Zor AHS + EXCEPT THAT 3 5/8' SHALL BE USED Q. -� � ®sols nTEoo OIC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °�`�m• L+:MWUUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, y'; \CENSE AA/y,L GIM POSITIVE A.S.D DESIGN PRESSURE RATING. .4, 4A do 7A. L L-:'MAX.ALLOWABLE PRODUCT SPAN FOR A 0]/10/15 GIVEN NEGATIVE A.S.D.DESIGN PRESSURE '.*ZE oIIIC. FOLDING SHUTTER CGRP. RATING. ' noE FINAL AU%RIl1M ALLOWABLE PRODUCT SPAN IS *•p / f/� TIWT TESTING Q ENOINEERINO COMPANY 7089 IIF16110ET RAS 4'•, $ TG UY ��` aiee Kn.seati¢.sa m 1ma«4 aw�ec n ulee NEST PALM eODIaL iL 3x13 15-01 EQUAL TO THE MINIMUM DETERMNED PRODUCT :� P•^r•Ie�len V .re°.(xoprl-1ss7 P1E leoo-w�77t -mem 4Reeo0aeLcem ...E1800-643-Wa DRL1nNo u S Ea000G)19 ®r em m.e SPAN BETWEEN 7+'AND'L-. .. }- .. �• WALTER A.NiLR Jn P.C. HtiVpl h0"pM RDRI61 U.f X4107 w M 9 EET 13 of